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11-586 (12)Engineering Section 1725 N. W. 167th Street Miami, Florida 33056 PWS: 4130871 Barry University c/o Bruce Edwards 2101 N. Andrews Avenue, Suite 300 Ft. Lauderdale, FL 33311 October 28, 201111 ECEIVE NOV 0 4 2011 D Partial- 12" water main along NW 2°d Avenue up to the proposed meter boxes, fire hydrants and valves. Project Name: Barry University Address: NW 2' Avenue and NW 115th Street Permit #: 272313 - 879 -DSGP Issued: 06 /03/2011 Dear Mr. Edwards: This will serve to acknowledge receipt of request for a Letter of Release to place this water supply system into service. Based on the Engineer's certification and satisfactory pressure test and bacteriological consequences, we are releasing these facilities for service. In case of a Partial Release it will be the Engineer's responsibility to secure complete clearance of the subject project prior to placing the entire system in service. Failure to comply with this requirement will constitute a cause for Enforcement Action. aP v Your c reciated. tinued cooperation in our public water system program is very much truly yours, 6, P.E. er Program Cc: Michael Schwartz, P.E., Kimley-Hom and Associates, Inc. Ralph Terrero, P.E., MDWASD Carlos Hernandez, P.E., DERM Samir Elmir, PhD., P.E., DEE, CEHP, Division Director Environmental Health and Engineering Miami -Dade County Health Department 1725 NW 167a Street, Miami, Florida 33056 Tel: (305) 623 -3500 Fax: (305) 623-3502 Email: Samir Elmir@dohstate.fl.us Website: www.dadehealth.org 9 Memorandum "otim4 `° COUNTY Date: March 21, 2012 To: From: Mirtha Barrios New Customer Division New Business Conveyance Supervisor Miguel Pichardo W & S Pipeline - Construction Projects Supervisor Donation Unit - Construction Management Division Subject: Job Completion Notification for Barry University DW 2011 -026 Completion Date: March 20, 2012 The Water & Sewer System: Barry University - Residence Hall Located at: NW 115 St and 2 Ave Contractor: American Engineering & Development Enclosed: Job Completion Package cc: Luis Aguiar, Chief of Water Distribution File IS dirert w; e are Ertry Miami -Dade Water & Sewer Department Construction Contracts Management Division Donations Inspection Unit Inspector Report - Job Completion Project Name: Barry University Student Housing Address: N.W. 2 Ave. & N.W. 115 S.T. ER #: DW 2011 -026 Agreement #: 20861 DCPW Permit #: City of Miami Shores Village PL -31 -11 -506 State RD Dept #: F.D.O.T. Contractor: American Engineerin Inspector: Frank Munoz r. 3 2d / 2' Start Date: 08/01/2011 Final Insp. Date: 03/20/2012 Eng of Records: Michael Schwartz Prof. Land Surveyor: Carl E. Albrektsen Is this a Phase? Yes D No © Phase Number If Yes, Check One: This Final phase, No remaining work under this ER X There is remaining work under this ER Comments Reviewed By: f Supervisor 41/4/4/0 Z:\Donations Unifformsllnspeetor Report\Finai Inspection Package 8- 23- 2011.XLSX Date 6311612012 14: 2th 3056233620 Rick Stott Governor DOH Engineering Section 1728 N. W. 167th Street Miami, Florirja 33066 March 18, 2012 PWS: 4130871 Starry University o% Bruce Edwards 2t01 ft, Andrews Avenue, Suite 300 FL Lauderdale, FL 33311 Project Name: Address: Permit #: Issued: Rear Mr. Edwards: PinaHncluding Backftow Preventor any University NW 2l Avenue and NW 113th Street 272313- 87S.DSGP 08/03/2011 PAGE a1 Steven L. Hari$, M,i1,, M."ac. lnterini State Surgeon actual This will serve to acknowledge receipt of request for a Letter of Release to place this water ,supply system into service. Based an the Engineer's certification and satisfactory pressure test and bacteriological consequences, we are releasing these facilities for service. Your continued cooperation in our public water system program is very much appreciated. Very truly Yours, Sernir Emir, PhD., P.E. Drinking Water Program Cc: Michael Schwartz, P.E., KicnleyHorn and Associates, Inc Rafael Terrors, P.E.,MDWASY7 Carlos Hernandez, Miami Dade PERA Semair Elmir. PhD. PS, DE$. c$NP, Director Environmental I4ealth and Engineering Miami-nade Cmmtp.Rcnith O panmsni 1725 NW 167thStreel, Wand Cardcn9, Florida 33054 Tel: (30) 623 -3300 rex: (780) 623.3902 Email: Samar Ehnit@doh.statc.ii,us lemasksams Wcbstte: www.dadeheal #horg Engineering Section 1725 N. W. 167th Street Miami, Florida 33056 •PWS: 4130071 • • Barry University c/o Brace Edwards 2101 N. Andrews Avenue, Suite 300 Ft. Lauderdale, IL 33311 Project Name: Address: Permit 0: Issued: ilb7aJz' Rick ScoLt Governor H. Frank Farmer, Jr., M.A., PhD. 9tt►te con General October 28, 2011 Partial- 12" Water main along NW 2nd Avenue up to the proposed meter boxes, fire hydrants and valves. university/ NW "d Avenue and NW 115th Street 272313479 -DSOP 06/03/2011 Dear Mr. Edwards: This will serve to a ok nowledge receipt of request for a Letter of Release to place this water supply system into service. Based on the i tghteer's certification and satisfactory pressure test and bacteriological consequences, we are releasing these facilities for service. In case of a Partial Release it will be the Engineer's responsibility to secure complete clearance of the subject project prior to pkdng the entire system in service. Failure to comply with this require ant will constitute a cause for Enforcement Action. tanned cooperation in our public water system program is very much 03: Michael Schwartz, P.E., K'.irmley -Horn and Associates, Inc. Ralph Terrero, P.E., MDWASD Carlos Hernandez, P.E., DERM Saar& Elmlr, PhD., 13.11,, DEEs, MP, Division Dkaotar• >aatvirararzantal Bealtb end Engineering Mtnnd -Dade County Beath Department 1725 NW 16t6 Street, Mend, Florida 33056 Tal: (305) 6234500 Fax: (305) 6234502 Email: S m r_Bitniredoh,atatc,fl na W tie: www,dadellealth,org 9 .(POINT OF CONNECTION) w/ EXIST. 12" D.I.P. WM •(3.4 INTERSECTION w/ SHEET 1 OF 1 h cnti 1 -I -c ID # NW 7nc+ AVFNLW 1 - INTERSECTION OF C/L INTERSECTION OF C /L- 1>: 1.5C. NW 2nd AVENUE & NW 1st AVENUE & 4 i NW 115th STREET. NW 115th STREET. I - -- — R/ ,�°■i ° NW 11 h STREET E 5t _ — — o - - AI 7 MDWASD ASFMFNT l - ._..__ — e ._• r` -�T" xl ! ti PI Z uo - - 4' I TR ^ °„ ' ORTH LINE Siff Y4, NE Y41 C v SECTION 36 -52 -41 ' ' _.J G4 ' —i 1 0 3 STY O.S.S. i..--, 1 1 V '�� f ' STUDENT HOUSING DORMITORY BUILDING ,� `",, ! I _. (.7) f` fl 1--- �t -3.„ � 4- - --- _ ! :.......... , 2 i A ''' -I C� fr .1 Z C/ 2' D.I.P WATER MAIN I.._ 1 i I I j �. �, D.I ZONED R/W LINE i, 1 V S ' 8< f IRE HYDRANT i f- " ASSEMBLY i 4" WATER SERVICE 4" R.P.Z.B.P. .; ui g$� g i �$ .ty cV ' ' i li "011 1� 1 _ 3" DOMESTIC SERVICE . 1.a w t ,,1 4 ,w1 B"G t: :� 6" D.I. 1rrRE L1NE _ -- .A m. _� �• •....• •" D.D.C.V. ASSEMBLY j ' OST INDICATOR VALVE 1 ' /. • ' (PIV) FOR FIRE SERVICE y / J ,/ < NEW FIRE DEPARTMENTI " " -f `� 12' MDWASD CONNECTION (FDC1)-1 ` .... I _ ? L__....__..___' ,•/ 1 • / „ - / 111 L_I /,/ 2" D.I.P // WATER MAIN " , /7' •''' PRESSURE VACUUM BREAKER " '' SERVICE (PER MDWASD DET. 4.19) •/• IV I CONNECTION %/` f�" METER ASSEMBLY �` •" 0.1.P (PER MDWASD WS 2.16) IRE HYDRANT ASSEMBLY J// 12" D.I.P W.M. .,•/ 01 CONNECTED (S /L TO EXIST. 12" D.I. W.M. w/12" SCALE: N.T.S. �` -. _ SOLID SLEEVE M --.. ..._. _ / MIAMI -DADE COUNTY _ r-� SECTION: 36, TOWNSHIP: 52S• __ -" "WEST LINE SW Y4 NE Y4 — RANGE: RANGE: 41 SECTION 36 -52 -41 LEGEND ' WATER MAIN - ABANDONED OR REMOVED / / / / / / //. DUAL SERVICE :-i WATER MAIN - EXISTING 2" SERVICE o"—I WATER MAIN - NEW GATE VALVE / BUTTERFLY VALVE - EXISTING Dd 4" SERVICE 0---1 GATE VALVE / BUTTERFLY VALVE - NEW H TURBINE METER 02 TAPPING SLEEVE & VALVE 14 I j FIRE I f'DRANT ASSEMBLY » 1 FIRELINE SINGLE SERVICE WATER FACILITIES EXHIBIT "A" OF ABSOLUTE BILL OF SALE PROJECT NAME: BARRY UNIVERSITY STUDENT HOUSING PROJECT LOCATION: NW 2nd AVENUE & NW 115th STREET CONTRACTOR: AMERICAN ENGINEERING . -_- ... 1 nnn ,ca AC,dr 1 PR#•DW -2011 -026 1 1 -I -c ID # Miami -Dade Water and Sewer Department Water Bill of Materials /Cost Breakdown For Donation Projects dd. vii Agreement ID# WBIDW: P k/ 26f — 004'1 Project Name: 8i4e,e? t4) V &25 t %'Y S 271DeA/r }I o vs ii ./C1 Project Location: Contractor. 1/5'V"h" Avg & A1, Lac/ Ott) 4 V 4Me2/ c eiA &,A / & /.r reeewG & rg�. Gorki TYPE/Material SIZE Quan Minimum Unit Co: Actual Unit Cost Total Cost "Local Water Main Incl /Fittings DISTRIBUTN D.I.P. 8" w L.F. $70.00 Q.I.P. 12" 6eo7 L.F. $80.00 53, ' € O D.I.P. 16" L.F. $130.00 "Regional Water Main incl /Fitting: DISTRIBUTN D.E.P. 24" L.F. $140.00 D.I.P. 36" L.F. $210.00 Valves: DISTRIBUTN Gate 8" Each $920.00 Gate 12" G Each $2,300.00 4600 Gate 16" Each $5,100.00 Water Service: DISTRSVCS Single 1" Each $1,800.00 Dual 1" Each $1,900.00 2" Service 2" 1 Each $2,300.00 213 00 T Turbo 4" Service 4" / Each $3,300.00 31300 Fireline Lateral: DISTRSVCS D.I.P. 4" Each $3,200.00 D.I.P. 6" / Each $3,500.00 .3151)0 D.I.P. 8" Each $5,300.00 Fire Hydrant: DISTRHYDR D.I.P. 8" Each Each $3,900.00 78 00 Bond Amount (WASD) $ Total Project Cost $ 74, $ (0 0 *Restoration and labor must be Included in unit costs * *Regional: - WM 24- inches or greater Local:- WM less than 24- inches The back .of this document may be used to wri in a +'t' • nal Informati • if needed Certified by Contractor. Signature: Company: 4jV eteZCl) ea/L.6-.A Zel A P Date: 6 4.- /3 Print: / un W / v9-62) TitleVC; P46,5 • $GIQ tici pikavzhe Type, size & quantity Inspected by Date: Received by New Business Rep: Date: Signature: Print: Signature: Print: MIAMI•DADE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINTENANCE CROSS - CONNECTION CONTROL UNIT 1001 N.W.11m STREET, MIAMI, FL 33136-2200 Phone (305) 547 -3046 ? Fax (305) 5458555 BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM • Revises: 01/10/2005 www .mlamidade.govlwasdtbackflow.asp MIAMI -DARE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINTENANCE CROSS-CONNECTION CONTROL UNIT 1001 N.W.11a STREET, MIAMI, FL 33136.2209 Phone (305) 547-3048 ? Fax (305) 545.9555 Revised: 01/10/2005 www .mlamIdade.govlwasdlbackflow.asp MIAMI•DADE WATER & SEWER DEPARTMENT METER OPERTATIONS & MAINTENANCE CROSS- CONNECTION CONTROL UNIT 1001 N.W. 11th STREET, MIAMI, FL 33130.22+ Phone (305) 647-3046 ? Fax (305) 509555 BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM Revised: 01/14!2005 www. mlamtdade.govlwasdlbackflow.asp MIAMI -DADE WATER & SEWER DEPARTMENT DETER OPERTATIONS & MAINTENANCE CROSS-CONNECTION CONTROL UNIT 1001 N.W. 77th STREET, MIAMI, FL 331384209 Phone (305) 541.3046 ? Pax (305) 5454555 BACKFLOW PREVENTION ASSEMBLY TEST REPORT FORM Revised: 01110/2005 www. miamidade.gov/wasdlbackflow.asp August 25, 2011 Mr. Norman Bruhn Building Dept. Director Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 -2304 RE: Barry University Dorms Foundation Special Inspections Permit #: 11 -586 JSG #: 11066 Dear Mr. Bruhn, Johnson Structural Group, Inc. has performed Special Inspections for the Foundation Rebar Placement at the above captioned project. Our inspections of the foundations occurred between July 21, 2011 and August 12, 2011 and included all the spread footings, isolated pad footings,, and the forming of the elevator pit walls. Copies of our inspection reports are attached for reference. JOHNSON JTRUCTURAL ROUP To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. OS %2T":10 Mark Johnson, P.E., SECB Florida PE# 51983 President 11066 FOUNDATION INSPECTION LETTER 08 -25 -11 951 Yamato Road, Suite 205 •Boca Raton, FL 33431 phone 561- 982 -8999 • fax 561 - 982 -8899 • www.johnsonstructural.com Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: ih t1 R C 3--e- i .J, P � , DATE: NZ- i 7-0 (1 WEATHER: t- l- QV 61 TIME: Z i S rte. ° :: 00 'hry\ FOOTING INSPECTIONS Column Grid � C - 466 C -� 5. C -Checked Comments tC, Formwork Secured > [ l fr OR A" Foundation Depth ✓ ,. Foundation Size LxW t% Rebar Size, Placement, Quantity e� 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid j ALL,- Fly, Checked Comments Pi Ldp (-IC- k ' 3 TV A' 1e A--1 ro C - -7 • L_ 1 irc, Formwork Secured a �R 1 1 C4. iV% Foundation Depth / Foundation Size LxW Rebar Size, Placement, Quantity / 3" Min Clear on Sides/ Bottom Anchor Bolts Extension C— R. Column Grid 1..-4.) Aka` _- r17. Checked Comments A' `0g"6' C -e) C G , 2. " 3 O1727rt 6; 2-- 6 I-47.-" 2 Z- Formwork Secured ✓ / T I FQ Rill Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension 7 Column Grid LA) F.--ty, Checked Comments e 2- 7.8 _ �+ Li Formwork Secured / eAIa-r h' 5-0(7 Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: , A A, ;�— , ; r E. WEATHER: U��/ / , `,t. A` IOIC --C�Tl DATE � I 1 ' _ • 15 Pr ✓\ p : ° j, f� pro, FOOTING INSPECTIONS Column Grid A- 3 Tog, r-; - l s /1-2 a H•(z -ice' ;Foundation R- 1 rig L (3- 6 t, C , Checked Comments -( ) RI" ALL ' U T S , �I 1 TG1il C CV 626 �������� �Paf TOE SPA p � Formwork Secured Foundation Depth ,®° Size LxW Rebar Size, Placement, Quantity L,; 3" Min Clear on Sides/ Bottom v' Anchor Bolts Extension ? R� i�( 6� D -d.- Column Grid t- 1 i Fff2 -U 0-° - .y °°; I Ar C L� A �'- Fit', � 4 -'11 ` i, L) c Lc; c iv=-7- - Checked Comments c T (4 HC Fit 1 Lk_ 0, L)T t-� 0 __ V S (�' CW ormwork Secured d/' Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom ° Anchor Bolts Extension (JL' E f E J i i 140 1 tte J Po -To or g e --, Thi p 0..)P /( �Lv�) Column Grid C - _ P-- ?' -s--` C -Li 1,'h At. I - a Checked Comments ekr 1- ; 5 ( -ilA 1_ C.3 L T S 7-1411\15 _ _ I"r \AS t E- C L� 6 ,a TfL 7breT °T -1c ; K r Tc, y_ Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity .� 3" Min Clear on Sides/ Bottom Anchor Bolts Extension i'vt. -y, E Column Grid S'17:- r a l VA L ' 1° 1''-' • e} 1 c' c t .;L1 A � Checked Comments t— j /4L. ) - - Jr-) - a 11-0\'‘''---,,, t`6 Cr 2C ,Li t�L ‘. �-, i e (-i C Formwork Secured ' Foundation Depth =' Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension /�H' ,� f_-- i~' `- 7 Column Grid fry ‘ C .; c,( 1?- , y---, ' .1....-, r - -f , r o'' Checked Comments A. E_ `T I- t , F ±_' I' V) (° -lc; i � `_� i- � ,, -1= _ -- -- 11 - Formwork Secured Foundation Depth -' Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension J ; I•b __ PC 3 NCR, P y I E Cs e I n74 Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida P, '7 Z INSPECTOR: /b1 ►`— . DATE: y 2.0 i WEATHER: S Uk» CLA I i Cr_ TI �` rk. ® 2: 15 f i FOOTING INSPECTIONS Column Grid f'/ F-T , Checked Comments Z// k--3 IL-- Cif/ ic--_ p Formwork Secured ✓ E.Ag R NO O 0 15 -iii/VD "Al S TO C 4-4, 6o L , 5 Foundation Depth Foundation Size LxW ,/ Rebar Size, Placement, Quantity ..✓ 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments lL F tC t fir, i Cr- C , 5 ? , I c Formwork Secured 1f ,./ y e A L (� 0 ( T j mb r/' C 9� —1 CAi° F `I e SfoT Foundation Depth ,,O Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension ejt* Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Johnson Structural Group, Inc. / Moss & Associates OB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: f iL, DATE: '% ( ( tla, toriaC J 770 WEATHER: 4„) ."�'J '`/ 3CPr1 a LI I . ( 'e y -- 2- �-/S oil" i FOOTING INSPECTIONS Column Grid p I°TG Checked Comments 2, e„ - (c;L'r 2 _ (r...,, Li Formwork Secured 1..' 9 ®. ( l'°t.4 iFb F- AA. /J® 0 01 ` ID /�C `� ED D � 11� 0 c .-riz A (6 D D Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom 7— Anchor Bolts Extension o: P0GP. Column Grid U.) iPtt ( FTG Checked Comments 311 Pf f2 L L —zt ia_c le-- 1, `1 k - a T °Formwork Secured ✓ ifl Og-t TEN. B e % 10' 0 , � f r "Ski— 41)1), Foundation Depth dO, Foundation Size LxW Rebar Size, Placement, Quantity b/ 3" Min Clear on Sides/ Bottom .--- Anchor Bolts Extension i�`c�'C /4-_2_ i t- . � 11C(lTCA Column Grid ( ALL_ 6 Checked Comments CC R. i4, 5 Tritizo a 5,7 m 3 tiC- R 14-- /c B. Formwork Secured v GA-P---7-4 c f r1/4 /1)O C(J7 T ,\J®ftki &'C S � TO 8 �Cl�� l 9' r Foundation Depth " ---- Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension NO 0 e Column Grid Luicit ( per, Checked Comments .1' r, tau -4-r �' c�' ^ 2 Formwork Secured 2T (f"( L c( A , ill C , _ T c f (' >> gE f` g�f� PURI't ( P) L3k Foundation Depth _---' Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension AI L,rfJ E Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension * C E c Eii---)L> ,' T`/ f EST*, rc c 7 /2 / 1! tie C� �T5\,S (JP Johnson Structural Group, Inc. / Moss & Associates OB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Ti-- Florida INSPECTOR: ,J sc i o, 14= DATE: ®'Z /? Col WEATHER: bv --a` -/ TIME: it /r {gym FOOTING INSPECTIONS Comments Column Grid o -} tc . Checked/ _ i#2. AT &mot Ii-r tis Formwork Secured J ex,- 1..� t3txtz , i� e�c�.�c'� 0 4 r jJ lotet `ba` "3 C.„� Foundation Depth Ni Foundation Size LxW ,� Rebar Size, Placement, Quantity ✓ 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid imp&, Checked / Comments C2-) '6,0 17('''' q e cc> to° 1 •z-i 1 Formwork Secured c..arz_Tb+ . Foundation Depth V Foundation Size LxW Rebar Size, Placement, Quantity J 3" Min Clear on Sides/ Bottom Anchor Bolts Extension ✓ Column Grid ve.A14_ Checked Comments (--F r P4--K:'k)1° C- gi 1 Z Formwork Secured J , �'i �'� Foundation Depth V/ Foundation Size LxW 1// Rebar Size, Placement, Quantity v 3" Min Clear on Sides/ Bottom � Anchor Bolts Extension / d/ olumn GridyE. - --f--- - Checked / Comments boy ?0 N (0 rq, 5- Formwork Secured /� c- 4-‘-'4‘1.7"M • Foundation Depth __ Foundation Size LxW r✓i Rebar Size, Placement, Quantity / 3" Min Clear on Sides/ Bottom / Anchor Bolts Extension J Column Grid a is Checked Comments if 0 Formwork Secured 1/ ,ez_"‘ %-+ )....\ AT 6e4D Foundation Depth 7. Foundation Size LxW 0 h, I-- Rebar Size, Placement, Quantity i 3" Min Clear on Sides/ Bottom / Anchor Bolts Extension �/ Johnson Structural Group, Inc. / Moss & Associates OB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: A\ paccC ,3* / P;1. DATE: ? `2C I I EATHER: SC.�Tra -E0 CI, Ut MME: 1: S r"A — /• co c P,evEN FOOTING INSPECTIONS Column Grid C 44 cL l \-16(242) (2) Checked Comments —C Secured F,,�`y '' II IL EkR -714 %4 Sit r) , �a LE _ FALL-EMI /,"T FCr-M ---rg Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity as 3" Min Clear on Sides/ Bottom Anchor Bolts Extension ikJ OJ E Column Grid FAD F-----r6„, Checked Comments #\ g_ - cis 62 _ Formwork Secured P� Vl c u S T ®1 ; k 0 c —S E 8 E DO r / A : , r0 C. Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension olumn Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension olumn Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension it .D ti'S►iy rc L C -C tiVir /,\J j C c Cep -°UT r' nemc U 9 (72_e_:, /I Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: ,7•I fli2 j p, DATE: WEATHER: c ,�- ' �� t (OU OTIME: FOOTING INSPECTIONS Z_o!, P r1 - l or) f (V\ olumn Grid C�-�,i i - f'\ 1:S Checked Formwork Secured Foundation Depth --' Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom L.,- Anchor Bolts Extension No rte , Comments , I RT1i RO q\-) O V S i J i fit_ L. 0 L1 • TS l 4r CO 'C, C !�% P OT Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension "JOB NAME: PERMIT # CITY: Johnson Structural Group, Inc. / Moss & Associates Barry University Residence Hall Contractor: Moss & Associates 11 -586 Miami Shores Village STATE: Florida 1 INSPECTOR: MA R r p°° DATE: v' WEATHER:>&J,\!,'y cro 6� 1 M�: j- 3 .' Win+ FOOTING INSPECTIONS lcColumn Grid 0 it-IL-) ESZ C'r Lt 6 Ari,R.It) Ct■)E. —7 c ivA Checked Formwork Secured , 7 Foundation Depth Foundation Size LxW —° Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension %lC i2t. Comments ?i 12- tit ID N oC1 UP 2L'Q_11°vl POO Ni O OU TS TA ti j,►J /TE'V\( Column Grid Checked Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Comments Column Grid Checked Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Comments Column Grid Checked Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Comments Column Grid Checked Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Comments Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: MAaic ..Tofrn/stkJ DATE: S -12 -11 WEATHER: a)Ga.cMsj TIME: Z$ .0 NI FOOTING INSPECTIONS Column Grid E ,, a}% „ - 1i aiAti,SS pi: Checked Comments attu, r=ains S�cAu160' ittm2,0J64) Wgcr s T. / U)l. aro ” PLAT S Cricu Formwork Secured 6.-- Foundation Depth WA Foundation Size LxW ,i- /t Rebar Size, Placement, Quantity ✓ 34' Min Clear on Sides/ Bottom Anchor Bolts Extension Allkt Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension October 31, 2011 . Moss & Associates Attn: Ms. Sherry Werner Barry University (Residence Hall Project) 11300 NE 214 Avenue Miami Shores, Florida 33161 RE: Permit #: JSG #: Barry University Dorms Pre -cast Stair Special Inspections 11 -586 11066 JOHNSON TRUCTURAL ROUP Dear Ms. Werner, Johnson Structural Group, Inc. has performed Special Inspections for the pre -cast stair and pre -. cast stair connections at the above captioned project. Our inspections of the pre -cast stairs occurred on October 14, 2011 and included all levels of the North, South, and West stairwells, Copies of our inspection reports are attached for reference. To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code 2007. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. Mark Johnson, P.E., SECB Florida PE# 51983 President CC: Mr. Norman Bruhn 11066 PRE -CAST STAIR INSPECTION LEI 1ER 10 -28 -11 - REVISED 951 Yamato Road, Suite 205 • Boca Raton; FL 33431 phone 561 - 982 -8999 • fax 561 - 982 -8899 • www.johnsonstructural.com Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: Marc A. Jean, P.E. DATE: Oct. 14, 2011 WEATHER: Fair TIME: 2:00 PM PRE -CAST STAIR FLOOR FRAMING INSPECTION Floor Level Floor Area Checked / Comment opening chaired Proper Bearing on Beams N/A Proper Bearing on Angles Yes Hangers Properly Installed N/A Excessive Gaps Between Stair and Wall None Reinforcement Placed & Chaired Reinforcement for door Size and Length of Weld OK Visual Weld Inspected Yes Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angles Hangers Properly Installed Excessive Gaps Between Stair and Wall Reinforcement Placed & Chaired Size and Length of Weld Visual Weld Inspected Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angles Hangers Properly Installed Excessive Gaps Between Stair and Wall Reinforcement Placed & Chaired Size and Length of Weld Visual Weld Inspected Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angles Hangers Properly Installed Excessive Gaps Between Stair and Wall Reinforcement Placed & Chaired Size and Length of Weld Visual Weld Inspected October 31, 2011 Moss & Associates Attn: Ms. Sherry Werner Barry University (Residence Hall Project) 11300 NE 2nd Avenue Miami Shores, Florida 33161 RE: Barry University Dorms Panel Connection Special Inspections Permit #: 11 -586 JSG #: 11066 Dear Ms. Wemer, JOHNSON �TRUC�n Johnson Structural Group, Inc. has performed Special Inspections for the various panel connections at the above captioned project. Our inspections of the panel connection occurred between September 26,2011 and October 31, 2011 and included all levels, all stair wells and elevator core. Copies of our inspection reports are attached for reference. To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code 2007. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. ti-31 •11 Mark Johnson, P.E., SECB Florida PE# 5.1983 President CC: Mr. Norman Bruhn 11066 PANEL CONNECTION INSPECTION LETTER 10- 28 -11- REVISED 951 Yamato Road, Suite 205 + Boca Raton, FL 33431 phone 561 -982 -8999 • fax 561 -982 -8899 • www.johnsonstructurai.com Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: Marc A. Jean, P.E. DATE: Oct. 31, 2011 WEATHER: Cloudy, Wet TIME: 9:00 AM PANEL TO PANEL CONNECTION INSPECTION Connection Checked / Comment Location Roof to Ground Level Panel Connection Per Plan Yes If Not Per Plan, Per Detail N/A If not Per Detail, EOR Notified? Yes, but Southeast Sta'rwell different per plan. Embed Plate Position Per Plan Yes All outstanding items have been corrected. Size and Length of Weld OK Visual Weld Inspected OK Connection Checked / Comment Location Panel Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Embed Plate Position Per Plan Size and Length of Weld Visual Weld Inspected Connection Checked / Comment Location Panel Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Embed Plate Position Per Plan Size and Length of Weld Visual Weld Inspected Connection Checked / Comment Location Panel Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Embed Plate Position Per Plan Size and Length of Weld Visual Weld Inspected October 31, 2011 . Moss & Associates Attn: Ms. Sherry Werner Barry University (Residence Hall Project) 11300 NE 2nd Avenue Miami Shores, Florida 33161 RE: Barry University Dorms Slab on Grade Special Inspections Permit #: 11 -586 JSG #: 11066 Dear Ms. Werner, Johnson Structural. Group, Inc. has performed Special Inspections for the slab on grade at the above captioned project. Our inspections of the slab on grade occurred on October 11, 2011 and October 24, 2011 and included the North portion of building, South portion of building, all stairwells and chiller enclosure. Copies of our inspection reports are attached for reference. JOHNSON EIraucTURna To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code 2007. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. Mark. Johnson, P.E., SECB Florida PE #51983 President CC: Mr. Norman Bruhn 11066 SLAB ON GRADE INSPECTION LETTER 10 -28 -11 REVISED 951 Yamato Road, Suite 205 • Boca Raton, FL 33431 phone 561 - 982 -8999 • fax 561- 982 -8899 • www.johnsonstructural.com Johnson Structural Group, Inc. / Moss & Associates OB NAME: Barry University Residence Hall Contractor: PERMIT# 11 -586 CITY: Miami Shores Village STATE: Moss & Associates Florida INSPECTOR: w A4 C u-Ervo, pi. E. DATE: Q OI l( Z©( WEATHER: PAIN TIME: - E7 0 P IV\ p, G, F4TIERING INSPECTIONS Column Grid 5 tb Em 046 PP Column Grid CLttLL -f C1o� Checked Comments Formwork Secured B ot- 6. Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity ✓ 80-r mks,5 3" Min Clear on Sides/ Bottom tbekih z Anchor Bolts Extension JopJ Z Checked Formwork Secured B 1)/..P. ,... , ,r s Foryndation Depth ' buglation Size LxW Rebar Size, Placement, Quantity L7 3" Min Clear on Sides/ Bottom ctojgs, A i NON Anchor Bolts Extension Column Grid Checked Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension PAA OR, ' CzO (ECG GO rt3eta 8Ai?S 1,Q ea) ALL f ( ii7i c" tAx CGS i r E /ice ✓1z `'.-'� Comments ' VO • -2011 PAN E- Po pe -CD 8G *el IA. I eenS LA) 02.G, Co f' €C-z O UR, Comments Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension I zC Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: 111 Af1 (_ q -N, P, P. DATE: t Op LVZD WEATHER: P L,\I C Lo L)0 'I TIME: Oa /,'L-I0 Pm c.; ,01C--giiTIPNt INSPECTIONS Column Grid Checked SCUM St C:). — GEL 0 LA-) G►Z' D U NIE F o Formwork Secured V' Foundation Depth ►.."' Foundation Size LxW Rebar Size, Placement, Quantity DE TA (l- iolSoti 8 0 N Cis TO BE F ; ODG a Al P.- ( ' E S -CO 8 Soil- Ls K 3" Min Clear on Sides/ Bottom J /ki'crz_ o,i p.4e(14. /i n to Anchor Bolts Extension 5 i.Ar 1 cii. Za&-i? ,,vi P-'-14, Column Grid P- cc; P - SG r lc B EComMt$40) E -0., Formwork Secured A- LL 1 7-avkS « C 0,i_' ED 8 POUP_ 0 � ` Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom ~ ' Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension Column Grid Checked Comments Formwork Secured Foundation Depth Foundation Size LxW Rebar Size, Placement, Quantity 3" Min Clear on Sides/ Bottom Anchor Bolts Extension 4, L- LOLAJE ' 4 P -ZG eize Z5 /./ /o - 31-Z0I 1 October 31, 2011 . Moss & Associates Attn: Ms. Sherry Werner Barry University (Residence Hall Project) 11300 NE ri Avenue Miami Shores, Florida 33161 RE: Barry University Dorms Hollowcore Special Inspections Permit #: 11 -586 JSG #: 11066 Dear Ms. Werner, JOHNSON �TRUG7IJRAL ROUP Johnson Structural Group, Inc. has performed Special Inspections for the hollowcore bearing and hollowcore additional reinforcement at the above captioned project. Our inspections of the hollowcore occurred between September 27, 2011 and October 31, 2011 and included the East balcony, second floor, third floor, and roof level hollowcore. Copies of our inspection reports are attached for reference. To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code 2007. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. Mark Johnson, P.E., SECB Florida PE# 51983 President CC: Mr. Norman Bruhn 11066 HOLLOWCORE INSPECTION LETTER 10 -28 -11 - REVISED 951 Yamato Road, Suite 205 • Boca Raton, FL 33431 phone 561 - 982 -8999 • fax 561 - 982 -8899 • www.johnsonstructural.com JOHN McGREW & ASSOCIATES CONSULTING ENGINEER 811 CHATTAHOOCHEE AcREs DRIVE (706) 865 -0066 CLEVELAND, GEORGIA 30528 Mr. Stan Mora Pre -Cast Specialties, Inc. 1380 Nortwest 48th Street Pompano Beach, Florida 33064 Re: Barry University W.O. #5591 Dear Stan: October 17, 2011 I have reviewed the inspection report dated 10/07/11 from Marc Jean. Random core drilling through the hollow core planks is acceptable. The edge condition shown in picture 100- 3949.JPG., which occurs at the side of the plank and next to a wall, is acceptable. This space is to be filled in with the topping concrete. In stair #1., the landing slab was shortened on one end to fit between the walls. As a result, the angles at the top of the stairs did not align with the plates in the landing slab. One side of the angle was off the plate. The angle was welded to the plate on the toe and one side of the angle. The weld as made is sufficient. Very truly yours, pr� John P. McGrew, P.E. JOHN McGREW & ASSOCIATES CONSULTING ENGINEER 811 CHATTAHOOCHEE ACRES DRIVE CLEVELAND, GEORGIA 30528 Mr. Stan Mora Pre -Cast Specialties, Inc. 1380 Nortwest 48th Street Pompano Beach, Florida 33064 Re: Barry University W.O. #5591 Dear Stan: (706) 865 -0066 October 19, 2011 I have reviewed the pictures of additional areas of concern by Marc Jean which arose during his inspection of the installation of the hollow core planks and which was sent on 10/17/11. Picture 3961 showns a gap, approximately 10" wide by 4' long between the side of the plank and wall. This area can be formed and filled with the topping concrete. The poured -in section is supported by an angle bolted to the wall. This condition is acceptable. Picture 3964 shows a narrow width plank which had the side of the core broken off with a hammer along the full length. The unit was too wide. The plank is structurlly sound. Picture 3934 shows a plank with two mechanical opening not shown on the sheet 8 of the shop drawings. These openings occur in plank Mk 109A near F line. These additional openings are acceptable. The plank will carry the design loads. Very truly yours, l\ h John . McGrew, P.E. Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: Ai ARC cr N I p, t., DATE: (C 3,720 (( WEATHER: fir; A) y®,j Y� TIME: /: c fM Hollow Core Floor Inspection Floor Level ecor LEVEL Floor Area NOrr kit 5i,©e. a O E. Checked / Comment A. '�'� iT�A1� A- 1772cm PC 5„ j �L DIAJIG. .pZ(- T. C a1i D1 e l (^A1 ,,`Erg Proper Bearing on Beams S ACS6 Proper Bearing on Angle s (\l ore Hangers Properly Installed t/ Excessive Gaps Between Planks kOf4 E Reinforcement Placed & Chaired Planks Grouted Gr2 tD L d owels from Panels Properly Set b/ Floor Level Floor Area Checked / Comment f Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set prevtlAt Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: Av eC 'TEA-1Q/ Pie-, DATE: L Q/ / if WEATHER: ;, # z ' 6+,4.'00 Vl:'EPr"i F1 ? TIME: (e; 0 Alvl Hollow Core Floor Inspection Floor Level Checked / Comment 31Z0 P 2 'JEL Floor Area = 6 (( Sias - ,,mac e,Ir J *v i—IF1/4440wels oper Bearing on Beams e0 Proper Bearing on Angle Hangers Properly Installed `r Excessive Gaps Between Planks We AO& c Reinforcement Placed & Chaired Planks Grouted from Panels Properly Set ai Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: rvl ;1 `Z C EP, -/fir +`', DATE: I c) 7`-1 z 7 (f WEATHER: P4 -TLS! CLo U D y TIME: ',--1 P ih Hollow Core Floor Inspection Floor Level Checked / Comment 2D C.L2 L. J EL Floor Area NicIZ -rti scce- G (z_it, Lifolanks Proper Bearing on Beams t./ Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Grouted owels from Panels Properly Set v Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: PERMIT # 11 -586 CITY: Miami Shores Village STATE: Moss & Associates Florida INSPECTOR: pow_ ,T 1 ge DATE: (o /i�� (( WEATHER: Ilrik«2 TIME: Z e p PM' Hollow Core Floor Inspection Floor Level 3b2t, FU euet- Floor Area vc 0 POf2 to Floor Level Floor Area Checked / Comment Proper Bearing on Beams -°°"' ACIT. Proper Bearing on Angle V 1 Hangers Properly Installed 9-C( ErZ- f Excessive Gaps Between Planks NI 0/.4 E. Reinforcement Placed & Chaired Dowels from Panels Properly Set Planks Grouted Dowels from Panels Properly Set ✓" `Ne r " eourc, cs N. 3' eon', Cr 3RD FL' Nera:75 To BE 4 ( &1L -CJE -a)5 Te 5a1 F1: 3 Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set POOH, f 1( 1 TE(Y (U E(,�l 5 Po O,? , Floor Level Checked / Comment Floor Area Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Checked / Comment Floor Area Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set (G Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: A-i v R E, DATE: ( o /,y z 0 1 i WEATHER: So Ni to f4 T TIME: 2.` i55 I) 6v\ I Hollow Core Floor Inspection Floor Level 2oF Floor Area Lo E g ATI n 5d 0 TO Checked / Comment Proper Bearing on Beams a...--." 2 is Et)6c. c 400 3" 8n6 o 4144ivent _ irs No 0o ��1 \ip im Proper Bearing on Angle Hangers Properly Installed MGE. or S r'FFGIJ ctQ® A E OAK Excessive Gaps Between Planks Reinforcement Placed & Chaired i Planks Grouted ✓ powels from Panels Properly Set t.-,'" Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: Ify\priZ C j DATE: (C� l/2_® ( ( WEATHER: (?--A IN V TIME: z: I. P 1V® Hollow Core Floor Inspection Floor Level ?ND FUR - e� Floor Area iz ` WP -:;c301-4 Pty - - 0 Checked mment 1 MOIL. 1_ : T E Proper Bearing on Beams 610 JS- °-r g��3 CONDt' i? e 1 rcor' Cd `� _C^ CAST y fr -(S GoQ / '7 2 exiled g .- [ i C Proper Bearing on Angle nI�, Hangers Properly Installed co i' QCsS Excessive Gaps Between Planks t�1'O,�i �c, Reinforcement Placed & Chaired %.,/ Planks Grouted .." jowels from Panels Properly Set Floor Level Floor Area Checked / Comment ' _ �C I I f&A5 (I OR-fa _Ci-EiD 1 7 �� Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: f-i TIC eJ N1 DATE: (�33/ 3//7c ( ( WEATHER: �- LOUD 1/41 w G- f TIME: °/ /O C0( Arv-% Hollow Core Floor Inspection Floor Level 6'6T -- b AktaQ / Floor Area Checked / mment NO OCJ TS i 4JZ (Aj (r S Proper Bearing on Beams Proper Bearing on Angle v Hangers Properly Installed NO /J i� s� Excessive Gaps Between Planks ^JON E Reinforcement Placed & Chaired L,/ Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Floor Area Checked / Comment Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set October 31, 2011 Moss & Associates Attn: Ms. Sherry Werner Barry University (Residence Hall Project) 11300 NE 2°d Avenue Miami Shores, Florida 33161 RE: Barry University Dorms Structural Steel Special Inspections Permit #: 11 -586 JSG#: 11066 Dear Ms. Werner, JOMNSON STRUCTURAL ROUP Johnson Structural Group, Inc. has performed Special Inspections for the structural steel members and corresponding steel connections at the above captioned project. Our inspections of the structural steel occurred between September 26, 2011 and October 31, 2011 and included the ground, second floor, third floor, roof level and elevator shaft structural steel framing. Copies of our inspection reports are attached for reference. To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code 2007. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. Mark Johnson, F.E., SECB Florida PE# 51983 President CC: Mr. Norman Bruhn 11066 STRUCTURAL STEEL INSPECTION LETTER 10 -28 -11 951 Yamato Road, Suite 205 • Boca Raton, FL 33431 phone 561 - 982 -8999 • fax 561 -982 -8899 • www.johnsonstructural.com Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: fi1.erCZC j-i DATE: 1 Of y2c, i I WEATHER: '5 f NIA.) ''-f TIME: l d :3( Pm COLUMN INSPECTIONS Column Grid Checked e` S /vo t / 51 Anchor Bolts Extension 01,,-) G o€ &T I• Grout Below Plate L.,/ 13NE our Back of Diamond MO (--PCI3 Column Grid Checked +5 b jJ G'-t. Anchor Bolts Extension i Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond rs fOt1 EC tg -2o11 Johnson Structural Group, Inca/ Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: fv pr12 :, sj. p,, E. DATE: iQ ! j I WEATHER: U4 i1VV / TIME: Wiz; ( 4l P COLUMN INSPECTIONS Column Grid 6,8 ` W.", 3-.2_ - - ('< V' 5, k -3, I4" 1 Checked NOT Awe some � /qQ LTS0 APJD PLUG t L1, /0o 0 ors-04,1Q c Anchor Bolts Extension Grout Below Plate V Pour Back of Diamond No �.C, °:J 6I2A'C A-r Column Grid Checked -1-14-/G i tre, Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond Column Grid Checked Anchor Bolts Extension Grout Below Plate Pour Back of Diamond w c 2C & I re , Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: b'vt —G JENi DATE: rOryzo i 9 WEATHER: 50Nsvq TIME: if '3r Pr.". BEAM INSPECTIONS (No Moment Connections) Beam Floor A U L-EU 5 Beam Span A!`jg— 1-{ 5 I DE - 0VE I! /0 L/, JFSize Checked / Comment 3/14 49( f'eR PL-frij Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Diameter of Bolts 4 # of Bolts - All Holes Filled All Plies Brought Together and Length of Weld E Visual Weld Inspected Beam Floor Beam Span Checked / Comment Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, FOR Notified? Diameter of Bolts # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected Beam Floor Beam Span Checked / Comment Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Diameter of Bolts # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected Beam Floor Beam Span Checked / Comment Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Diameter of Bolts # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: WEATHER: DATE: 1 C i l Sr Z® t' TIME: Z0 IS VOn j ,i74,4 a \% I BEAM INSPECTIONS (No Moment Connections) Beam Floor fil-t- can- s Checked 1Comment 4 unc'52- 3 ®L- 1 O� `� 6F 3 2 -4 &t" /J F Connection Per Plan If Not Per Plan, Per Detail Beam Span SCUM( W f Scr, t tJ op f3Lcc If not Per Detail, EOR Notified? Diameter of Bolts L7_,..:3/ eC .Nr kl _ C I i S. I.) 0 �- (E As (0 /7-0 (0 a # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected Beam Floor Beam Span Checked / Comment Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? (0 - 3/ ' Diameter of Bolts # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected Beam Floor Beam Span Checked / Comment Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Diameter of Bolts # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected Beam Floor Beam Span Checked / Comment Connection Per Plan If Not Per Plan, Per Detail If not Per Detail, EOR Notified? Diameter of Bolts # of Bolts - All Holes Filled All Plies Brought Together Size and Length of Weld Visual Weld Inspected olvb A-Atb T.b op z November 2, 2011 Moss & Associates Attn: Ms. Sherry Werner Barry University (Residence Hall Project) 11300 NE 2 °d Avenue Miami Shores, Florida 33161 RE: Barry University Dorms Cast -In -Place Cantilever Eyebrow Special Inspections Permit #: 11 -586 JSG #: 11066 Dear Ms. Werner, % OHNSON STRUCTURAL Johnson Structural Group, Inc. has performed Special Inspections for the cast -in -place cantilever eyebrow reinforcement at the above captioned project. Our inspections of the cast -in -place cantilever eyebrow occurred between October 24, 2011 and November 2, 2011 and included the North and South cast -in -place cantilever eyebrow below second floor level. Copies of our inspection reports are attached for reference. To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code 2007. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. iti d2 11 Mark Johnson, P.E., SECB Florida PE# 51983 President CC: Mr. Norman Bruhn 11066 C.I.P. CANTILEVER EYEBROWS INSPECTION LE 11'ER 11 -02 -11 - REVISED 951 Yamato Road, Suite 205 • Boca Raton, FL 33431 phone 561 -982 -8999 • fax 561 - 982 -8899 • www.johnsonstructural.com Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: PERMIT # 11 -586 CITY: Miami Shores Village STATE: INSPECTOR: i c QEDATE t : "Uper yWEATHER: i a � -!l r Floor Inspection Moss & Associates Florida Floor Level Checked / Comment Floor Area Proper Bearing on Beams my "! Proper Bearing on Angle Proper Bearing on Angle 111WFM A Hangers Properly Installed NEW Reinforcement Placed & Chaired Excessive Gaps Between Planks Irk Reinforcement Placed & Chaired <l�r. Planks Grouted III., Dowels from Panels Properly Set PAZ u - FL,A -NG �rTJ IZ —A-L- Floor Level Checked / Comment Floor Area Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Checked / Comment Floor Area Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Floor Level Checked / Comment Floor Area Proper Bearing on Beams Proper Bearing on Angle Hangers Properly Installed Excessive Gaps Between Planks Reinforcement Placed & Chaired Planks Grouted Dowels from Panels Properly Set Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 CITY: Miami Shores Village STATE: Florida INSPECTOR: 64 piTZC },per$ Fa, C. DATE: I 1 /'ZLZO 1 i DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: ' C31 • C39 • C78 • C138 • C143 - C172 • C173 •; C231 • C511 `C61 ' ; 064 C1231) Project Name: Barry University Dormitory Project Number: FTL-1 1-0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC LabjlD .'.• 8241 - Set Date,fre d: 8/29/2011 0 'eg is °_,ii•als: J.A. ,Wort Date: 9/29/2011 Trg'e' anager: Juan Ramirez, 24 E.I. Contact Number: (954) 730 -9114 Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2628 Weather: Clear Ticket No: 1865026 Air Temperature: 84 °F Cubic Yards: 10 of 300 Water Added on Site: - - - Batch Time: 7:00 AM Water Added by: - - - Arrival Time: 7:25 AM Date of Placement: 8/29/2011 Sample Time: 7:30 AM Location of Placement: Tilt Wall Panel No. 26A ;.` Test Results' Slump: Concrete Temperature: 5.00 in Air Content: - - - 82 °F Unit Weight - - - Compressive Strengtb Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 0 of Specified Strength 62 85 125 114 24 -A 24 -B 24 -C 24 -D 24 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.02 4.02 4.00 4.00 12.69 12.69 12.57 12.57 31,590 43,090 62,570 57,090 2490 3400 4980 4540 Type 5 Type 5 Type 4 Type 5 Break Type'. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descript7ons. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(I) Juan Ramirez E.I. Staff Engineer .................. No 27451 It o • * • • •• • ,T, b�t —li L. Ci'�'e Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.24 (8241) 829.11.xis ¢1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 -C172 • C173% C234� 05:11.? 0617 • C1084 • `C1231) Project Name: Barry University Dormitory Lab ID No.: 8242 - Set 25 Project Number: FTL -11 -0704 (40.1) Daitie Tested: 8/29/2011 7 OTechnieian Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 Ptdject Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2321 Weather: Clear Ticket No: 1869031 Air Temperature: 84 °F Cubic Yards: 60 of 300 Water Added on Site: 5 Gallons Batch Time: 7:46 AM Water Added by: - - - Arrival Time: 8:00 AM Date of Placement: 8/29/2011 Sample Time: 8:12 AM Location of Placement: Tilt Wall Panel No. 27 Test Results Slump: Concrete Temperature: 6.00 in Air Content: - - - 82 °F Unit Weight - - - Compressive Strength Test Results:` Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 25 -A 25 -B 25 -C 25 -D 25 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.01 12.63 12.63 12.57 12.63 35,040 48,370 69,340 66,790 2770 3830 5520 5290 Type 4 Type 5 Type 5 Type 5 69 96 138 132 Break Typet Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions SEE ASTM C39/C39•M -04 for detailed descriptions Type 6 cc: Client...(1) Juan Ramirez, E.I. Staff Engineer "84%.4S • No • 27451 a • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.25 (8242) a29. t n.xls cat DUNKBIABBRGER engineering & testing, inc. Concrete Test Report (ASTM: C31 - C39 • C78 • C138 • C143 • C-172 C173 • C231 f C511 •,0617 • C1064 • C1231) Project Name: Barry University Dormitory Lab )D No.: 8243 - Set 26 Project Number: FTL -11 -0704 (40.1) 'Daterested: 8/29/2011 0 1 j'e°chnic-ian' Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 1 erect Manager Juan Ramirez, E.I. . Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA. Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field Data '< Truck No.: 2601 Weather: Clear Ticket No: 1869036 Air Temperature: 86 °F Cubic Yards: 110 of 300 Water Added on Site: - - - Batch Time: 8:12 AM Water Added by: - - - Arrival Time: 8:30 AM Date of Placement: 8/29/2011 Sample Time: 8:37 AM Location of Placement: Tilt Wall Panels No. 24 and 23 Test Results Slump: Concrete Temperature: 6.00 in Air Content: - - - 84 °F Unit Weight - - - Compressive Strength Test Results` Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 26 -A 26 -B 26 -C 26 -D 26 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.00 12.63 12.63 12.57 12.57 30,560 49,360 70,560 67,110 2420 3910 5610 5340 Type 4 Type 5 Type 5 Type 5 61 98 140 134 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer �,��4 pS J.00r ®�,i .a �® No 27451 • • ;It • t s , Fort Lauderdale • . Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.28(8243) B 29.11.x1s ccl DDNKELBERGBR engineering & testing, inc. Concrete Test Report (ASTM: 031 • C39 •.078 • C138 • C143 • C172 • 0173 • C231 -,c514 C,617 C1064 01231) Project Name: Barry University Dormitory Lab IA No.: 8244 - Set 27 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/29/2.011 Technician initials: J.A. Client Name: Moss & Associates d 1 j 2 011 'I 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 P ject Manager: Juan Ramirez, E.I. 1^ u ct Number (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC q Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2304 Weather: Clear Ticket No: 1869045 Air Temperature: 86 °F Cubic Yards: 190 of 300 Water Added on Site: - - - Batch Time: 9:18 AM Water Added by: - - - Arrival Time: 9:35 AM Date of Placement: 8/29/2011 Sample Time: 9:45 AM Location of Placement: Tilt Wall Panels No. 21 and 22 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter in ( ) Area (s 9 in) (sq. in Failure Loads oads Ibs (lbs) Compressive Strength g (psi) Break Type % of Specified Strength 27 -A 27 -B 27 -C 27 -D 27 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.02 12.63 12.63 12.57 12.69 29,840 46,890 62,380 65,580 2360 3710 4960 5170 Type 5 Type 5 Type 4 Type 4 59 93 124 129 Break Type(; Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer oasts Ilai not y ••••••••• 14 le► 'V 9' • No 7451 • 43 './viii Lrr►i/ yli gi/ • Thom . Tenet.' a..4 Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.27 (8244) 8.29.1 lids xt DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM C31 - C39 • C78 - C138 • C143 • C172 ' C173 C231 • C511 • C617 - C1864 • C1231) Project Name: Barry University Dormitory Lab-ID NQ.: 8245 - Set 28 Project Number: FTL -11 -0704 (40.1) ?ate Tes d: 8/29/2011 ' ' Tecihnician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 " - Projecti4lanager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2403 Weather: Clear Ticket No: 1869047 Air Temperature: 86 °F Cubic Yards: 210 of 300 Water Added on Site: - - - Batch Time: 9:28 AM Water Added by: - - - Arrival Time: 10:00 AM Date of Placement: 8/29/2011 Sample Time: 10:25 AM Location of Placement: Tilt Wall Panels No. RP -2 and RP -1 Test'. Results' Slump: Concrete Temperature: 5.00 in Air Content: - - - 84 °F Unit Weight - - - Compressive ;Strength `Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 28 -A 28 -B 28 -C 28 -D 28 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.00 4.01 4.01 4.00 12.57 12.63 12.63 12.57 34,880 48,750 66,930 67,280 2770 3860 5300 5350 Type 5 Type 5 Type 4 Type 5 69 97 133 134 Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ♦s��setO.e, TF�A,# ei.04: 4 ; DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM:: C31 • C39 -C78 • C138 • C143 • C172 • C173 • C231 •" C51$ C617 j• 01064 • C1231) Project Name: Barry University Dormitory [gab ID No.: 8246 - Set 29 Project Number: FTL -11 -0704 (40.1) 0 2011 Date - Tested: 8/29/2011 Technician Initials: J.A. Client Name: Moss & Associates -,;; 2101 North Andrews Avenue, Suite 300 „ :teport Date: 9/29/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2623 Weather: Clear Ticket No: 1869052 Air Temperature: 86 °F Cubic Yards: 260 of 300 Water Added on Site: - - - Batch Time: 9:59 AM Water Added by: - - - Arrival Time: 10:35 AM Date of Placement: 8/29/2011 Sample Time: 10:48 AM Location of Placement: Tilt Wall Panel No. 4 Test Results Slump: 5.50 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 29 -A 29 -B 29 -C 29 -D 29 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.02 4.02 4.01 4.00 12.69 12.69 12.63 12.57 32,400 43,520 62,860 62,930 2550 3430 4980 5010 Type 4 Type 5 Type 4 Type 4 64 86 125 125 Break Types Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M7-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer x t000dt lIaE*°�S No 27451 . Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.29 (8246)&29.11.91s cCl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: ; C31. • C39 • C78 • C138 • C143 : C172 • C173 • C231 • C511 • C617 • C1064 C1231) Project Name: Barry University Dormitory ,Lab JD No.: 8307 - Set 30 Project Number: FTL -11 -0704 (40.1) ° "Date Tested: 8/30/2011 Technician Initials: J.A. Client Name: Moss & Associates / 2101 North Andrews Avenue, Suite 300 " 1 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Cw;tact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC .wa - -� Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2623 Weather: Cloudy Ticket No: 18690681 Air Temperature: 83 °F Cubic Yards: 10 of 200 Water Added on Site: - - - Batch Time: 7:08 AM Water Added by: - - - Arrival Time: 7:30 AM Date of Placement: 8/30/2011 Sample Time: 7:45 AM Location of Placement: Tilt Wall Panel No. 54 Test Results `' Slump: 5.50 in Air Content: - - - Concrete Temperature: 80 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. � m ) Failure Loads Ibs ( ) Compressive Strength g (psi) Break Type of Specified Strength 30 -A 30 -B 30 -C 30 -D 30 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 4.00 4.00 12.57 12.57 12.57 12.57 37,270 44,300 61,150 63,420 2960 3520 4870 5050 Type 4 Type 4 Type 4 Type 4 74 88 122 126 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. ° = To + J. Staff Engineer ' 0IL NA ra AN . . •e. A Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasi a !!. '. "' State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.30 (8307) 8.30.11.x1.681 DUNKEIABERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 C78 a C138 • C143 • C172 -•C1.73 . C231 `,0511 C647 •- C1 O64 • C1231) Project Name: Barry University Dormitory "Lab ID Io.: 8310 - Set 31 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/30/2011 e ian jnitt els: J.A. Client Name: Moss & Associates �� 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 1'!r Manager: Juan Ramirez, E.I. on ct Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2630 Weather: Cloudy Ticket No: 1620696 Air Temperature: 84 °F Cubic Yards: 60 of 200 Water Added on Site: - - - Batch Time: 7:37 AM Water Added by: - - - Arrival Time: 8:00 AM Date of Placement: 8/30/2011 Sample Time: 8:10 AM Location of Placement: Tilt Wall Panel No. 56 Teat Results Slump: 5.50 in Air Content: - - - Concrete Temperature: 80 °F Unit Weight - - - Compressive Strength Test Results. Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 31 -A 31 -B 31 -C 31 -D 31 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 4.01 4.01 12.57 12.57 12.63 12.63 42,390 44,350 56,910 58,340 3370 3530 4510 4620 Type 3 Type 4 Type 4 Type 4 84 88 113 116 Break Typet Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 1 Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer ,tvyo Se II so ra�000`i • No 27451 o e :r • , a , s Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.31(8310) 8.30.11.xts cc/ DDINKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 •:01064 • C1231) Project Name: Barry University Dormitory .- __ Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300_ ' LI Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ` Date Technician C 11 ' Report Project aict ID No.: 8309 - Set 32 Tested: 8/30/2011 Initials: J.A. Date: 9/29/2011 Manager: Juan Ramirez, E.I. Number: (954) 730 -9114 Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2603 Weather: Cloudy Ticket No: 1869077 Air Temperature: 84 °F Cubic Yards: 110 of 200 Water Added on Site: - - - Batch Time: 8:35 AM Water Added by: - - - Arrival Time: 8:53 AM Date of Placement: 8/30/2011 Sample Time: 9:20 AM Location of Placement: Tilt Wall Panel No. 48 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 82 °F Unit Weight - - - Compressive Strength Test. Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type % of Specified Strength 32 -A 32 -B 32 -C 32 -D 32 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.00 12.63 12.63 12.57 12.57 38,950 49,890 67,220 68,030 3080 3950 5350 5410 Type 5 Type 4 Type 4 Type 4 77 99 134 135 Break Types_ • Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Type 6 cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,, +`,�s�S � eo�a0�,i I oes4•C E $••.A0�i r, �G N �, • • ���. No 27451 • • • *; • ° ▪ • •� • • * • • Qa F(*Re itfifibct %'1451 129 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.92 (8309)8.30.11.4(s col DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTIR: C31 - C39 • C78 • C138 •C143 • C172 •C173 C23, 0511 • C617 . C1064 •' C'1231) Project Name: Barry University Dormitory Lab ID No.: 8308 - Set 33 Project Number: FTL -11 -0704 (40.1) Dalte Tested: 8/30/2011 Technieran Initials: J.A. Client Name: Moss & Associates - , f, i O11 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 ; ; Project Manager: Juan Ramirez, E.I. _ -t ntact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator; CGC i Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data .: Truck No.: 2630 Weather: Cloudy Ticket No: 1869085 Air Temperature: 84 °F Cubic Yards: 160 of 200 Water Added on Site: - - - Batch Time: 9:51 AM Water Added by: - - - Arrival Time: 10:15 AM Date of Placement: 8/30/2011 Sample Time: 10:30 AM Location of Placement: Tilt Wall Panels No. 52 and 53 Test: Results: Slump: Concrete Temperature: 5.00 in Air Content: - - - 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 33 -A 33 -B 33 -C 33 -D 33 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 4.00 4.00 12.57 12.57 12.57 12.57 30,560 55,330 70,470 74,640 2430 4400 5610 5940 Type 3 Type 4 Type 4 Type 5 61 110 140 149 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM 039/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer 00011 ■ '.A NO 27451 • r • s m • • • s mop Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.33 (8308) a 30.11.xJs col DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 C39 - C78 • C138 • C143 C172 • C173 • C231 •`C511 . C61T • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8302 - Set 34 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/2/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/4/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2622 Weather: Cloudy Ticket No: 1869186 Air Temperature: 80 °F Cubic Yards: 10 of 250 Water Added on Site: - - - Batch Time: 7:03 AM Water Added by: - - - Arrival Time: 7:20 AM Date of Placement: 9/2/2011 Sample Time: 7:40 AM Location of Placement: Tilt Wall Panel No. 57 Test.:Resultst Slump: 6.00 in Air Content: - - - Concrete Temperature: 78 °F Unit Weight - - - Compressive Strength Test Results. Cylinder No. Date Tested Age (days) Diameter (in) C) Area m (s9. r) Failure Loads (lbs) ( ) Compressive Strength (psi) gt Break Type % of Specified Strength 34 -A 34 -B 34 -C 34 -D 34 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 4.00 4.01 12.57 12.57 12.57 12.63 41,860 52,490 66,630 63,910 3330 4180 5300 5060 Type 5 Type 5 Type 4 Type 4 83 105 133 127 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C3941-04 for detailed descriptions cc: Clien(.(lj; F OCT 1 3 2011 Juan Ramirez, E.I. Staff Engineer • 4111 • E Ns� •IA No 27451 cr 0 *51 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.34 (6302) 68.64.11.xls col DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTMS C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 •_C511 C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8303 - Set 35 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/2/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/5/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field. Data Truck No.: 2319 Weather: Clear Ticket No: 1869192 Air Temperature: 80 °F Cubic Yards: 60 of 250 Water Added on Site: - - - Batch Time: 8:00 AM Water Added by: - - - Arrival Time: 8:25 AM Date of Placement: 9/2/2011 Sample Time: 8:40 AM Location of Placement: Tilt Wall Panel No. 42 Test Results Slump: Concrete Temperature: 6.00 in Air Content: - - - 77 °F Unit Weight - - - Compressive Strength Test Results No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 35 -A 35 -B 35 -C 35 -D 35 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 4.01 4.01 12.57 12.57 12.63 12.63 42,450 52,870 60,820 60,530 — .,,.w T.,, ,. 3380 4210 4820 4790 _ , .=-T, .r -, Type 5 Type 5 Type 4 Type 5 85 105 121 120 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detaffed descriptions Juan Ramirez, E.I. Staff Engineer T. .:9 • s • • 27 Sly 1161i Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.35 (8303) 09.02.11.xls cc) DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31, • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617.• C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8304 - Set 36 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/2/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/4/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2600 Weather: Clear Ticket No: 1869200 Air Temperature: 82 °F Cubic Yards: 110 of 250 Water Added on Site: - - - Batch Time: 8:33 AM Water Added by: - - - Arrival Time: 9:05 AM Date of Placement: 9/2/2011 Sample Time: 9:40 AM Location of Placement: Tilt Wall Panel No. 28 Test Results Slump: 6.25 in Air Content: - - - Concrete Temperature: 77 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) ) Area (sq. • m ) Failure Loads ( bs ) I Compressive Strength (Ps. ) Break Type % of Specified Strength 36 -A 36 -B 36 -C 36 -D 36 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 4.01 4.01 12.57 12.57 12.63 12.63 37,140 49,770 63,350 62,990 2950 3960 5020 4990 Type 5 Type 5 Type 5 Type 5 74 99 126 125 BreakType': Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generafrzed descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...( 132011 Ramirez, E.I. Staff' Engineer e4.1/4 .0 E N84 \.�, ' • '• 27451 .11 .* • • • .o afft�s9. �jipeg: 4�. sql •�:• •: �,0 s® ,e +• �a�ae900. Fort Lauderdale Port St. Lucie - West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.36 (6304) w.oa v,.,as col DUNKELBRRGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 •`C173 •C231 •'C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8305 - Set 37 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/2/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/4/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2310 Weather: Clear Ticket No: 1869205 Air Temperature: 85 °F Cubic Yards: 160 of 250 Water Added on Site: - - - Batch Time: 9:16 AM Water Added by: - - - Arrival Time: 9:45 AM Date of Placement: 9/2/2011 Sample Time: 10:25 AM Location of Placement: Tilt Wall Panel No. 33 Test Results' Slump: 7.00 in Air Content: - - - Concrete Temperature: 78 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter in ( ) Area (sq. in) (q' ) Failure Loads (lbs) ( ) Compressive Strength (psi) Break Type % of Specified Strength 37 -A 37 -B 37 -C 37 -D 37 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 4.01 4.00 12.57 12.57 12.63 12.57 35,140 45,790 55,650 58,280 2800 3640 4410 4640 Type 3 Type 4 Type 4 Type 4 70 91 110 116 Break Typet Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions Type 6 cc: Client (t) Juan Ramirez, E.I. Staff Engineer C u e 2011 : Fort Lauderdale • Port St. Lucie West Palm Beach sir 494..0e°°°Etc AI cv 4 * 4p' 'rt• 1130.1%, RUT. No. Thomas J. Tepper, PJ ................. Sarasteeeetttt State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.37 (8300 000211.414 001 DUNKELRERGER engineering & testing, inc. Concrete Test Reps :rt (ASTM: C31 • C39 • C78. • C138 • C143 • C172 • C173 • C231 • C511 • C617.• C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8306 - Set 38 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/2/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/4/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data :. Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2600 Weather: Cloudy Ticket No: 1869213 Air Temperature: 85 °F Cubic Yards: 210 of 250 Water Added on Site: - - - Batch Time: 10:22 AM Water Added by: - - - Arrival Time: 10:55 AM Date of Placement: 9/2/2011 Sample Time: 11:30 AM Location of Placement: Tilt Wall Panel No. 40 Test Results Slump: 7.00 in Air Content: - - - Concrete Temperature: 80 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter m ( ) Area (s q. in) (9 ) Failure Loads (lbs) ( ) Compressive si Strength (psi) ) Break Type % of Specified Strength 38 -A 38 -B 38-C 38 -D 38 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 4.01 4.00 12.57 12.57 12.63 12.57 36,840 52,290 59,600 59,310 2930 4160 4720 4720 Type 5 Type 5 Type 5 Type 5 73 104 118 118 Break Type', Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...0 Juan Ramirez, E.I. Staff Engineer togIabbliNities h B E., Thotas Eizikgais Lucie • West Palm Beach • N � " e ee ®ee Fort Lauderdale • Port St. State of Florida Board of Professional Engineers Authorization No 1 . 6870 877.643.6832 Tepper, P j. 151 0700.38 (8308)09.0211.41s ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTIR: C31 - -C39 - C78 - C138 • C143 C172 • C173 • C231_ - CM- ti817 C'1084 a C1231j Project Name: Barry University Dormitory Lab ID No.: 8323 - Set 39 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/12/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/13/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: GROUT 50/50 SLAG Slump 8.00 in Mix Designation: 90MC Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2622 Weather: Clear Ticket No: 1869454 Air Temperature: 80 °F Cubic Yards: 5 of 5 Water Added on Site: - - - Batch Time: 7:56 AM Water Added by: - - - Arrival Time: 8:10 AM Date of Placement: 9/12/2011 Sample Time: 8:30 AM Grouting (Footing to Panel Connection) Under Tilt Panels No. 1 to No. 19 and No. Location of Placement: 44 to No. 53 Test Results Slump: Concrete Temperature: 8.00 in Air Content: - - - 86 °F Unit Weight - - - Compressive Strength Test Results'` Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 39 -A 39 -B 39 -C 39 -D 9/19/2011 10/10/2011 10/10/2011 10/10/2011 7 28 28 (H) 3.01 3.00 3.00 7.12 7.07 7.07 19,940 32,170 31,010 2800 4550 4390 Type 2 Type 4 Type 4 • 70 114 110 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Clien.(la OLT172011 M9S8 Juan Ramirez, E.I. Staff Engineer � eeseee ee 4 • • No 27451 • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.39 (8323) 09.12.11.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report ate. a • a.D-• a (ASTM: C31 '• C39 - C78 • C138 • C143 • C172 • C173 • C231 C511 • C817 - • C1084 • C121) Project Name: Barry University Dormitory Lab ID No.: 8428 - Set 41 Project Number: FTL -11 -0704 (40.1) Date Tested: 10/5/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3500 psi Mix Type: PRPM Specified Slump 5.00 in Mix Designation: 387MC Specified Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2609 Weather: Clear Ticket No: 475161 Air Temperature: 75 °F Cubic Yards: 10 of 80 Water Added on Site: - - - Batch Time: 7:04 AM Water Added by: - - - Arrival Time: 7:35 AM Date of Placement: 10/5/2011 Sample Time: 7:45 AM Location of Placement: Roof Concrete To. • in • at Northeast Corner of North Half of Buildin: Test: Results Slump: 7.00 in Air Content: - - - Concrete Temperature: 72 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type yP % of Specified P Strength 41 -A 41 -B 41 -C 41 -D 10/12/2011 11/2/2011 11/2/2011 11/2/2011 7 28 28 (H) 4.02 12.69 35,960 2830 Type 4 81 Break Type* Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1 OCT 2 4 2011 `,II II11 /% `o:•.J:. ... .°� 0 . ft A:** = * t - M9SS Juan Ra trez, E.I. Staff Engineer • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 . 27451 gain 0704.41 (8428) 10.08.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8427 - Set 42 Project Number: FTL -11 -0704 (40.1) Date Tested: 10 /5/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 3500 psi Mix Type: PRPM Slump 5.00 in Mix Designation: 387MC Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2603 Weather: Clear Ticket No: 1870832 Air Temperature: 98 °F Cubic Yards: 40 of 80 Water Added on Site: - - - Batch Time: 9:22 AM Water Added by: - - - Arrival Time: 9:45 AM Date of Placement: 10/5/2011 Sample Time: 9:55 AM Location of Placement: Roof Concrete To. • in. at Northwest Corner of North Half of Buildin_ Test Results .... Slump: 6.00 in Air Content: - - - Concrete Tem u erature: 75 °F Unit Weight - - - Compressive Strength .Test - Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 42 -A 42 -B 42 -C 42 -D 10/12/2011 11/2/2011 11/2/2011 11/2/2011 7 28 28 (H) 4.02 12.69 41,950 3310 Type 4 95 Break Type* Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions Type 6 cc: Client...(1) Juan Ramirez, E.I. Staff Engineer OCT 2 4 2011 Mii'ss tot!. o 27451 '9•. * . — . AT4T_ LJ.S k3. � F 41 +%krr. FC�Reg L` 0.27451 �) Id Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.42 03427) 10.051 t.xls xl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 -C138 - C143 - C172 • C173 • C231 - C511 • C617 - C1064 • 6231) Project Name: Barry University Dormitory Lab ID No.: 8421 - Set 43 Project Number: FTL -I1 -0704 (40.1) Date Tested: 10/6/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 3500 psi Mix Type: PRPM Slump 5.00 in Mix Designation: 387MC Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2638 Weather: Clear Ticket No: 475228 Air Temperature: 83 °F Cubic Yards: 10 of 80 Water Added on Site: - - - Batch Time: 11:51 AM Water Added by: - - - Arrival Time: 12:10 PM Date of Placement: 10/6/2011 Sample Time: 12:20 PM Location of Placement: 3rd Floor - Concrete Topping at North End of North Half of Building Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 80 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type yP % of Specified P Strength 43 -A 43 -B 43 -C 43 -D 10/13/2011 11/3/2011 11/3/2011 11/3/2011 7 28 28 (H) 3.99 12.50 43,660 ■ F.- 011■ir 3490 Ili sr- Type 4 100 Break Type* Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) OCT 2 4 2011 MCM Juan Ramirez, E.I. Staff Engineer ,,x000iiiMina_ ��` to •��G Elys, ;, A :0�i �� �: ' f N � 2745 • • • g'���AMa us Fort Lauderdale - Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.43 (8421) 10.08. t f.48 cCl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 - C39 • C78 - C138 - C143 - C172 • C173 - C231- C511- C617 - C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8422 - Set 44 Project Number: FTL -11 -0704 (40.1) Date Tested: 10/6/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 3500 psi Mix Type: PRPM Slump 5.00 in Mix Designation: 387MC Air Content: - - - Mix Supplier: Continental 2600 Truck No.: 2603 Weather: Clear Ticket No: 1870417 Air Temperature: 86 °F Cubic Yards: 60 of 80 Water Added on Site: - - - Batch Time: 1:21 PM Water Added by: - - - Arrival Time: 1:45 PM Date of Placement: 10/6/2011 Sample Time: 1:50 PM Location of Placement: 3rd Floor - Concrete Topping at South End of North Half of Building Test Results Slump: Concrete Temperature: 5.00 in Air Content: - - - 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Type T e % of S ecified Specified Strength 44 -A 44 -B 44 -C 44 -D 10/13/2011 11/3/2011 11/3/2011 11/3/2011 7 28 28 (H) 4.01 12.63 46,970 3720 Type 4 106 Break Type'.• Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer ECEIVE OCT 2 4 2011 MC)S 3 S eeolslsrilg1 pS J. T4•,, ••s s4• Elys;•.•A �i� No 27451 • 11.11 • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.44 (8422)10.08.11.4s s CCi DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 . C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1O6 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8434 - Set 46 Project Number: FTL -11 -0704 (40.1) Date Tested: 10/7/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 3500 psi Mix Type: PRPM Slump 5.00 in Mix Designation: 387MC Air Content: - - - Mix Supplier: Continental 2328 Truck No.: 2602 Weather: Cloudy Ticket No: 475267 Air Temperature: 80 °F Cubic Yards: 50 of 80 Water Added on Site: - - - Batch Time: 8:59 AM Water Added by: - - - Arrival Time: 9:30 AM Date of Placement: 10/7/2011 Sample Time: 9:40 AM Location of Placement: 2nd Floor - Concrete Topping, Northwest Corner of North Half of Building Test Results Slump: Concrete Temperature: 6.00 in Air Content: - - - 77 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 46 -A 46 -B 46 -C 46 -D 10/14/2011 11/4/2011 11/4/2011 11/4/2011 7 28 28 (H) 4.02 12.69 43,090 3390 Type 4 97 Break. Type` Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 /or detailed descriptions cc: Client...(1) RECEIVE OCT 2 4 2011 Juan Ramirez, E.I. Staff Engineer SI 1/4 44. V G . A � ' 0 2781 11V1955 It at NO • • d'd* d •rl4y %iy:; FL'' :: ab • 11%7451 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.48 (8434) 10.07.11.,La col DUNKELBERGER engineering & testing, inc. Grout Test Report (ASTM: C39 • C143 - C172. C476 •,C511 • C617 • C1064 - C1231) Project Name: Barry University Dormitory Lab ID No.: 8405 - Set 40 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/16/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/4/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: GROUT 50/50 SLAG Specified Slump 8.00 in Mix Designation: 90MC Specified Air Content: - - - . Mix Supplier: Continental Field Data :. Truck No.: 2521 Weather: Clear Ticket No: 1869610 Air Temperature: 82 °F Cubic Yards: 7 of 7 Water Added on Site: - - - Batch Time: 7:49 AM Water Added by: - - - Arrival Time: 8:02 AM Date of Placement: 9/16/2011 Sample Time: 8:20 AM Location of Placement: Groutin_ at Dormito Buildin_ (South Wall) and Chiller Buildin: (Footin: to Panel Connection) Test Results Slump: 9.00 in Air Content: - - - Concrete Temperature: 79 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) (�) Area (s q. in) (9 �) Failure Loads (lbs) ( ) Compressive Strength (psi) Break Type % of Specified Strength 40 -A 40 -B 40 -C 40 -D 9/23/2011 10/14/2011 10/14/2011 10/14/2011 7 28 28 (H) 2.99 7.02 24,560 3500 Type 4 88 Break Type- Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...( Project Manager's Name Title i ����,�.j• .•�N�o C 2E72F 2.4•0)% 4wurI` • .* S • S Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.40 (8405) 09.18.11 (grmd).xa col DUNKELBERGER engineering & testing, inc. Grout Test Report (ASTM C39 •: C143 • C172 • C476 • C511 • C617 • C1064 C1231) Project Name: Barry University Dormitory Lab ID No.: 8405 - Set 40 Project Number: FTL -I 1 -0704 (40.1) Date Tested: 9/16/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: GROUT 50/50 SLAG Specified Slump 8.00 in Mix Designation: 90MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2521 Weather: Clear Ticket No: 1869610 Air Temperature: 82 °F Cubic Yards: 7 of 7 Water Added on Site: - - - Batch Time: 7:49 AM Water Added by: - - - Arrival Time: 8:02 AM Date of Placement: 9/16/2011 Sample Time: 8:20 AM Location of Placement: Grouting at Dormitory Building (South Wall) and Chiller Building (Footing to Panel Connection) Test Results Slump: 9.00 in Air Content: - - - Concrete Temperature: 79 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter m ( ) Area (s q. in) (9 ) Failure Loads Ibs ( ) Compressive Strength (psi) Break Type % of Specified Strength 40 -A 40 -B 40 -C 40 -D 9/23/2011 10/14/2011 10/14/2011 10/14/2011 7 28 28 (H) 2.99 3.00 3.01 7.02 7.06 7.12 24,560 29,180 30,310 3500 4130 4260 Type 4 Type 5 Type 5 88 103 107 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...( I Juan Ramirez, E.I. Staff Engineer ECEIVE OCT 2 4 2011 M9SS s 40 0 C E tiri 5 d's z *if N0 274 ' e a. • • - ^a 5 Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.40 (9405) 09.18.11 (grac)•rla cc1 October 3, 2011 Mr. Norman Bruhn Building Dept. Director Miami Shores Village 10050 NE 2nd Ave. Miami Shores, FL 33138 -2304 RE: Barry University Dorms Panel Special Inspections Permit #: 11 -586 JSG #: 11066 Dear Mr. Bruhn, JOHNSON STRUCTURAL ROUP Johnson Structural Group, Inc. has performed Special Inspections for the Panel Rebar and Embedded Plate Placement at the above captioned project. Our inspections of the panels occurred between August 23, 2011 and September 1, 2011 and included all the balconies, stair wells, elevators above pit walls and chiller enclosure panels. Copies of our inspection reports are attached for reference. To the best of our belief, the work described above was completed in accordance with the permitted documents and the Florida Building Code. Please do not hesitate to contact this office if you have any questions regarding this matter. Sincerely, JOHNSON STRUCTURAL GROUP, INC. Mark Johnson, P.E., SECB Florida PE# 51983 President 11066 PANEL INSPECTION LETTER 10 -03 -11 951 Yamato Road, Suite 205 • Boca Raton, FL 33431 phone 561 - 982 -8999 • fax 561- 982 -8899 • www.johnsonstructural.com Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: $, 47 CITY: Miami Shores Village STATE: Florida WEATHER j,}z,,,J'" TIME: 3: is' PANEL INSPECTIONS PANEL # J Formwork Inspection Chec -d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal "i1 d:1 Panel Thickness Edgeforms Secure from Moving /Rotation en Size and Location of Doors & Windows " Louvers, Wall Hydrants, and Other MEF Blockouts k►. Blockouts Secured from Moving /Rotation s ,- Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured f1 Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured �:. Structural Inspection Rebar Installed per Approved Drawings ,--_._- --c''� Add Bars for Lift Engineering j° Proper Coverage and Proper Chair Height _;. G Rebar at Pick Points and Pick Embeds Slab Dowel Elevations - --- �1 Near Side Embed Plates Located & Secured ..____-------- �y '---- Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement e:5-- Prior Prior to Pouring of Panels Placement Photos --/-L 1 Final Cleanup - Ties, Trash, Etc. ice 4 Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour "12,,_ 1-7.-La‘ 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of t eir nowledge as per drawings and panel is approved for pour: Moss ' ", g-Z9 Woodland �'' 0 1 ri 19.ii MEF JSG" - - ---- _ - -, Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Half Contractor: Moss & Associates PERMIT # 11 -586 Date: 6 ' 23 '`I CITY: Miami Shores Village STATE: Florida WEATHER 1-ho '" TIME: I' % 3 PANEL INSPECTIONS PANEL # 2 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation .- Size and Location of Doors & Windows :o Louvers, Wall Hydrants, and Other MEF Blockouts i'�' Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural In s p ecti o n Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height °! Rebar at Pick Points and Pick Embeds / Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos '"j-]r Final Cleanup - Ties, Trash, Etc. Final Sign Offs � Proper Mix Design Ordered '� Material Testing Notified of Pour �TZ,�� 2 Concrete Vibrators Ready 4A- Signatures: Signatures below acknowledge that work has been _thJ knovy�� a as per drawings and panel is approved Moss �� // 23/1 installed to the for pour: best of ��ff Woodland 8 Lq \ \ i MEF Other Johnson Structural Group, inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11-586 Date: . -3. j CITY: Miami Shores Village STATE: Florida WEATHER /her TIME: /' %,? PANEL INSPECTIONS PANEL # 3 Formwork inspection Checked Size of Panel- Height, Width, Step Footings ,�� Panel Square on Diagonal Panel Thickness to Edgeforms Secure from Moving /Rotation k• Size and Location of Doors & Windows Jn Louvers, Wall Hydrants, and Other MEF Blockouts 'k Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab P Chamfers at Blockouts & Panel Edges ..; Reveals Installed and Adequately Secured *." Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings - - °'7—% !f Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds {---- Slab Dowel Elevations ------- Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos 71-- . Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour Concrete Vibrators Ready ',�n�►`, Signatures: Signatures below acknowledge that work has been th it knowledge as per drawings and panel is approved Moss 7 FATS/ 11 installed to the for pour: best of Woodland Qj12_41A MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 3.23 • AI CITY: Miami Shores Village STATE: Florida WEATHER i,r „T TIME: 10:32 PANEL INSPECTIONS PANEL # 4.. Formwork Inspection Checked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering ..-----7. ' Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds �,--„ -,...-77- Slab Dowel Elevations .' Near Side Embed Plates Located & Secured ” " "^ �, Far Side Embed Plates Located & Secured -------. . Reveals Still Intact After Rebar Placement --.- _ - , Prior to Pouring of Panels Placement Photos it- . Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered IA Material Testing Notified of Pour TL 1 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been eir nowled e as a drawings and panel is approved ti..._ i Moss 0— SES installed to the for pour: best of Woodland (11 _ (f3 AR MEF `Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: • 23-// CITY: Miami Shores Village STATE: Florida WEATHER km- TIME: /C • -3ei PANEL INSPECTIONS PANEL # 5 Formwork Inspection Che ed Size of Panel- Height, Width, Step Footings 11 Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation' Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts `;1 -ial Blockouts Secured from Moving /Rotation : r Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering '-.%"l' -� Proper Coverage and Proper Chair Height ,-.. -- _--- Rebar at Pick Points and Pick Embeds - -",_..1 ---' Slab Dowel Elevations r i... Near Side Embed Plates Located & Secured ` ,- -• ' Far Side Embed Plates Located & Secured , ---- -' ""rte Reveals Still Intact After Rebar Placement 7:------- Prior to Pouring of Panels Placement Photos TL. Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour -11-- 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knoo led etas per drawings and panel is approved Moss /7/ b 1 installed to the for pour: best of Woodland 4aAZ6t ( y, MEF JS. —: Othe Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 3.2.1 1/ CITY: Miami Shores Village STATE: Florida WEATHER t TIME: f oa ■ PANEL INSPECTIONS PANEL # Formwork Inspection Checked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts '• Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab ►i Chamfers at Blockouts & Panel Edges Cr a Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured -- Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos " (t— • Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered .!' Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been t it nowled e as per drawings and panel is approved Moss i3A3 ii installed to the for pour: best of Woodland W 0\ \ti MEF J$.G ,� .�_____ Other D5M Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: CITY: Miami Shores Village STATE: Florida WEATHER TIME: PANEL INSPECTIONS PANEL # Formwork spection Checked ize of Panel- Height, Width, Step Footings .nel Square on Diagonal P. lel Thickness Ed: forms Secure from Moving /Rotation Size . d Location of Doors & Windows Louver Wall Hydrants, and Other MEF Blockouts Blockouts ecured from Moving /Rotation Architectural Inspection Bond Breaker Ap ied to Slab Chamfers at Block• , is & Panel Edges Reveals Installed an. ' dequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and.' Boxes Reveals Installed and Adequa y Secure• Structural Inspection Rebar Installed per Approved Draw 9a Add Bars for Lift Engineering Proper Coverage and Proper Ch. '' Hei: t Rebar at Pick Points and Pick E' ".eds Slab Dowel Elevations Near Side Embed Plates Lo ' ed & Secured Far Side Embed Plates Lo '' ed & Secured Reveals Still Intact After ebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ti € - -'., Trash, Etc. Final Sign Offs Proper Mix De n Ordered Material Tes .°` g Notified of Pour 2 Concrete •rators Ready Signatures: Signatures below acknowledge that work has been their knowledge as per drawings and panel is approved Moss installed to the best of for pour: Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: ,g •2.31 CITY: Miami Shores Village STATE: Florida WEATHER 14-0 t TIME: /v '..30 PANEL INSPECTIONS PANEL # 6 Formwork Inspection Chec -d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness 'i'1 Edgeforms Secure from Moving /Rotation I Size and Location of Doors & Windows 114\ Louvers, Wall Hydrants, and Other MEF Blockouts 'i. Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab !i Chamfers at Blockouts & Panel Edges ' t Reveals Installed and Adequately Secured ,%n Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings /,---"" Add Bars for Lift Engineering Proper Coverage and Proper Chair Height �j Rebar at Pick Points and Pick Embeds `- ""_�*�^"j Slab Dowel Elevations -� �.-- -� Near Side Embed Plates Located & Secured . - E Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour tilt 2 Concrete Vibrators Ready LC Signatures: Signatures below acknowledge that work has been installed to the best of _their knowledge as per drawings and panel is approved for pour: Moss f L;F3 23 j1 Woodland 8 i2 h MEF - Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 5 .2.l'sl CITY: Miami Shores Village STATE: Florida WEATHER t TIME: !a %z--*- PANEL INSPECTIONS PANEL # Formwork Inspection Che k;• Size of Panel- Height, Width, Step Footings Pk_ Panel Square on Diagonal :;1- Panel Thickness Edgeforms Secure from Moving /Rotation 04 Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts n Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab rill Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ,r__" Add Bars for Lift Engineering �- Proper Coverage and Proper Chair Height {------- Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement �.�- Prior to Pouring of Panels a Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs ilM_ Proper Mix Design Ordered Material Testing Notified of Pour `� r 2 Concrete Vibrators Ready fj Signatures: Signatures below acknowledge that work has been tlje.ir knowledge s per drawings and panel is approved Moss F - Z/1� installed to the best of for pour: Woodland 1 '1 f giz-q H MEF IIter� Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: 6 • ( i . 2_1 CITY: Miami Shores Village STATE: Florida WEATHER Pitt, ]- TIME: /b :?c.) PANEL INSPECTIONS PANEL # 1p Formwork Inspection Chemed i` Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness 5t ' Edgeforms Secure from Moving /Rotation r'; • Size and Location of Doors & Windows no Louvers, Wall Hydrants, and Other MEF Blockouts AZIN- . '_ Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab► Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering ,c" Proper Coverage and Proper Chair Height , --- -- Rebar at Pick Points and Pick Embeds Slab Dowel Elevations,...."' Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured✓' -�� Reveals Still Intact After Rebar Placement to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. IIN Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their kn wle as per drawings and panel is approved Moss 1 � installed to the best of for pour: Woodland 1 g6 VI MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 5.23 •// CITY: Miami Shores Village STATE: Florida WEATHER //VI TIME: j v,3o PANEL INSPECTIONS PANEL # I Formwork Inspection Che ked Size of Panel- Height, Width, Step Footings l'eJ Panel Square on Diagonal • Panel Thickness . Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Or Louvers, Wall Hydrants, and Other MEF Blockouts In Blockouts Secured from Moving /Rotation C : n Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured :' ,,' Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings J- Add Bars for Lift Engineering --- Proper Coverage and Proper Chair Height _ .,- Rebar at Pick Points and Pick Embeds j i Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos TLI Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour J 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been ________their knowledge as per drawings and panel is approved Moss !� installed to the best of for pour: Woodland 2G', tq MEF ��_. J Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: g ,2-3-11 CITY: Miami Shores Village STATE: Florida WEATHER /- -r TIME: /LI 1.30 PANEL INSPECTIONS PANEL # I), Formwork Inspection Chec Size of Panel- Height, Width, Step Footings ^- . Panel Square on Diagonal Panel Thickness rjj- Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts 1 Blockouts Secured from Moving /Rotation tF ... -, Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured ii ‘ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural inspection Rebar Installed per Approved Drawings j Add Bars for Lift Engineering �7 -- Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds / Slab Dowel Elevations `' 1 --,... Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement "'�5- Prior to Pouring of Panels Placement Photos Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their Iw n edge as per drawings and panel is approved Moss I-- S2-/i installed to the for pour: best of ., Woodland .vfof/ A .1 n1 6 /01,5//r MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: S . 23 . s j CITY: Miami Shores Village STATE: Florida WEATHER ,40s TIME: /';-' PANEL INSPECTIONS PANEL # I aA Formwork Inspection Check;: Size of Panel- Height, Width, Step Footings Panel Square on Diagonal }`+ Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows i` Louvers, Wall Hydrants, and Other MEF Blockouts . Blockouts Secured from Moving /Rotation Architectural lnspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges! Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings _ Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations �`-- -- "—`- Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Still Intact After Rebar Placement /` - ---, Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. & , Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour '7 , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been heir kno led e as per drawings and panel is approved Moss J r Y 23 installed to the best of for pour: t 1 Woodland . 41,c 4,ts Mo'il..iiiltt e 1281 MEF Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 8.23.,/ CITY: Miami Shores Village STATE: Florida WEATHER f- TIME: !i ' 3.-' PANEL INSPECTIONS PANEL # 13 Formwork Inspection Checed Size of Panel- Height, Width, Step Footings Panel Square on Diagonal • Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows ; iv Louvers, Wall Hydrants, and Other MEF Blockouts Ill Blockouts Secured from Moving /Rotation OVA Architectural Inspection Bond Breaker Applied to Slab ` *et Chamfers at Blockouts & Panel Edges O. ` Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ,.--- Add Bars for Lift Engineering �"� -`;"-_ Proper Coverage and Proper Chair Height (-- Rebar at Pick Points and Pick Embeds ,.r— " Slab Dowel Elevations ,-,...- Near Side Embed Plates Located & Secured - " Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement ..- --'''% Prior to Pouring of Panels Placement Photos -1-L, Final Cleanup - Ties, Trash, Etc.,�� Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour . 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their nowled a as per drawings and panel is approved Moss V 15e/ installed to the for pour: 1t best of Woodland =�.�P, . 11• 'iiii) Mite-1 a 42 MEF Z3 ther Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: 4'.2,3.1( CITY: Miami Shores Village STATE: Florida WEATHER ,h-s- TIME: 1(% :3t.) PANEL INSPECTIONS PANEL # 14- Formwork Inspection Checked Size of Panel- Height, Width, Step Footings , "! Panel Square on Diagonal Panel Thickness Al -7 Edgeforms Secure from Moving /Rotation 11 Size and Location of Doors & Windows • Louvers, Wall Hydrants, and Other MEF Blockouts *46 Blockouts Secured from Moving /Rotation a. Architectural Inspection Bond Breaker Applied to Slab Ti Chamfers at Blockouts & Panel Edges I Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings -- -- Add Bars for Lift Engineering ` __ --.- _- ----:� Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds ,,.� Slab Dowel Elevations ,,� -r"--r- Near Side Embed Plates Located & Secured _ Far Side Embed Plates Located & Secured '---,.� Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos '�-• Final Cleanup -Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knowledge as per drawings and panel is approved Moss --f), `/ ? 23 11 installed for to the best of pour: Woodland e . , _., _:.. dl b A4 11.1e0 BIZg li MEF JS -.. -.° . _� - Other __. Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: g • t3e'1 CITY: Miami Shores Village STATE: Florida WEATHER (°fc-t TIME: /°:3- PANEL INSPECTIONS PANEL # is" Formwork Inspection Checked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness w Edgeforms Secure from Moving /Rotation +' `. Size and Location of Doors & Windows t•- Louvers, Wall Hydrants, and Other MEF Blockouts ,..1. Blockouts Secured from Moving /Rotation — Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured ►_•'1r\ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds .,__ Slab Dowel Elevations -- "" Near Side Embed Plates Located & Secured /� Far Side Embed Plates Located & Secured '°_' Reveals Still Intact After Rebar Placement ,i% Prior to Pouring of Panels Placement Photos ILA C. Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered ` Material Testing Notified of Pour 'TL. 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been t eir knowle as per drawings and panel is approved Moss *,� 6/21 installed to the for pour: best of Woodland b +V isS Of* IL ltd , I23\ II MEF Other- Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: v - 2 3 •11 CITY: Miami Shores Village STATE: Florida WEATHER j TIME: 14:3t PANEL INSPECTIONS PANEL # I& Formwork Inspection Checked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation rte• '. Size and Location of Doors & Windows • Louvers, Wall Hydrants, and Other MEF Blockouts ►.1' Blockouts Secured from Moving /Rotation In Architectural Inspection Bond Breaker Applied to Slab at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural lnspection Rebar Installed per Approved Drawings /`� Add Bars for Lift Engineering r..-7 --.— Proper Coverage and Proper Chair Height ,--. Rebar at Pick Points and Pick Embeds `'',s'7` Slab Dowel Elevations i Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured ::::---"'� �- --- Reveals Still Intact After Rebar Placement Prior to Pouring of Panels 1 Placement Photos �, Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour "(Z.. 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed their ywl,1 a as per drawings and panel is approved Moss 1 to the best of for pour: Woodland .,.. "bet qty MAK 43-3 E\ '+1 MEF __- "Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: v -23 •11 CITY: Miami Shores Village STATE: Florida WEATHER (�y' TIME: 1 a ',jo PANEL INSPECTIONS PANEL # J". Formwork Inspection Checked Size of Panel- Height, Width, Step Footings +, Panel Square on Diagonal Itt P anel Thickness'` "` Edgeforms Secure from Moving /Rotation s4" Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts ,... r< Blockouts Secured from Moving /Rotation :4 Architectural Inspection Bond Breaker Applied to Slab val.A Chamfers at Blockouts & Panel Edges° Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings �._ Add Bars for Lift Engineering • s Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured (--"� ,� • Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement .j' Prior to Pouring of Panels Placement Photos (1_1 Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 1- 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been t it knowled e as per drawings and panel is approved Moss `"l 1 B 3l/ installed to the for pour: best of Woodland j 8 (is 1,1 MEF JS _ Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: Q zD .0 CITY: Miami Shores Village STATE: Florida WEATHER /4y- TIME: ic' 3i% PANEL INSPECTIONS PANEL # 15 Formwork Inspection Chec ed Size of Panel- Height, Width, Step Footings t•. Panel Square on Diagonal 's Panel Thickness ,i''' Edgeforms Secure from Moving /Rotation •1= Size and Location of Doors & Windows ,0 Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation t4 Architectural Inspection Bond Breaker Applied to Slab l' ` Chamfers at Blockouts & Panel Edges �!'fk. Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings - ., Add Bars for Lift Engineering r-"'`_'�� Proper Coverage and Proper Chair Height /:::---- Rebar at Pick Points and Pick Embeds �`` :_' Slab Dowel Elevations !_ _.__, Near Side Embed Plates Located & Secured <- -- ""-` Far Side Embed Plates Located & Secured --" Reveals Still Intact After Rebar Placement ,--' -'--"2 Prior to Pouring of Panels Placement Photos i Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knq I 1 e as per drawings and panel is approved Moss Cf installed to the for pour: i) best of Woodland ► 41-vI b Ar )ru 6 123 MEF JSG _.. Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 6 -13• I ) CITY: Miami Shores Village STATE: Florida WEATHER /.-ac-f TIME: ) (9:3G PANEL INSPECTIONS PANEL # i 9 Formwork Inspection Che . -d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal c Panel Thickness : • Edgeforms Secure from Moving /Rotation di Size and Location of Doors & Windows •kU Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Q�W Architectural Inspection Bond Breaker Applied to Slab �` Chamfers at Blockouts & Panel Edges r., Reveals Installed and Adequately Secured '4 ■ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings /------ -- Add Bars for Lift Engineering ,. Proper Coverage and Proper Chair Height ,.----. Rebar at Pick Points and Pick Embeds . Slab Dowel Elevations Near Side Embed Plates Located & Secured ,-------- Far Side Embed Plates Located & Secured ✓�'% '.- j' Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos �. Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been heir knpwl d e as per drawings and panel is approved Moss l',- P 23// installed to the for pour: 11 best of Woodland 4i4,410 Y e 6 �j MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: 8/261/1 CITY: Miami Shores Village STATE: Florida WEATHER /4v1-- TIME: 3 ; tA) PANEL INSPECTIONS PANEL # C Formwork Inspection Che d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal •ff Panel Thickness ° -•7 a Edgeforms Secure from Moving /Rotation !�i alli Size and Location of Doors & Windows too ► Louvers, Wall Hydrants, and Other MEF Blockouts �� Blockouts Secured from Moving /Rotation VI Architectural Inspection Bond Breaker Applied to Slab ri� Chamfers at Blockouts & Panel Edges i Reveals Installed and Adequately Secured 1 T Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings . ---- - -�� -�J Add Bars for Lift Engineering - -, Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds C-," -` -- Slab Dowel Elevations - '.,_ - - Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement / Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour Then, C 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the _heir knowledge as per drawings and panel is approved for pour: Moss ! - `f, best of Woodland g Z.K l I 1 MEF Other- __ Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 0• ZG'tf CITY: Miami Shores Village STATE: Florida WEATHER l'f°'t TIME: 3 : ca PANEL INSPECTIONS PANEL # 21 Formwork Inspection Chec d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Architectural Inspection � Bond Breaker Applied to Slab '„ Chamfers at Blockouts & Panel Edges !L Reveals Installed and Adequately Secured 1M Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ._--- - Add Bars for Lift Engineering ---- Proper Coverage and Proper Chair Height G:---' - Reber at Pick Points and Pick Embeds Slab Dowel Elevations �. �---��` Near Side Embed Plates Located & Secured /_ Far Side Embed Plates Located & Secured t -- Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered el Material Testing Notified of Pour �. 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the eir knowledge as per drawings and panel is approved for pour: Moss W 1P. --z.'i Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: , - ...// CITY: Miami Shores Village STATE: Florida WEATHER pip f' TIME: 3: le PANEL INSPECTIONS PANEL # ,22 Formwork Inspection Ched Size of Panel- Height, Width, Step Footings Panel Square on Diagonal D. Panel Thickness *11 Edgeforms Secure from Moving /Rotation r�' Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts ("t Blockouts Secured from Moving /Rotation j" Architectural Inspection Bond Breaker Applied to Slab :• Chamfers at Blockouts & Panel Edges l Reveals Installed and Adequately Secured I +/►1 Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering C- Coverage and Proper Chair Height ,_� Rebar at Pick Points and Pick Embeds -- -:1 _is-. Slab Dowel Elevations -- _ ____. Near Side Embed Plates Located & Secured " Far Side Embed Plates Located & Secured "_._ - ---� Reveals Still Intact After Rebar Placement -- Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered & Material Testing Notified of Pour 2 Concrete Vibrators Ready I;, Signatures: Signatures below acknowledge that work has been installed to the their knowledge as per drawings and panel is approved for pour: Moss i Z9 best of Woodland or1 g''ZA _ ,V, MEF J5O, - _. ►--r Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: g . %. (I CITY: Miami Shores Village STATE: Florida WEATHER frf' TIME: : 0 PANEL INSPECTIONS PANEL # 23 Formwork Inspection Che -d Size of Panel- Height, Width, Step Footings .- Panel Square on Diagonals _ Panel Thickness • ‘ Edgeforms Secure from Moving /Rotation FBr tit• Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts t, Blockouts Secured from Moving /Rotation to l' Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges - Reveals Installed and Adequately Secured . ' --i Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and.; Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ! �/ Add Bars for Lift Engineering -- - - -- Proper Coverage and Proper Chair Height ,_ --- - _ Rebar at Pick Points and Pick Embeds Slab Dowel Elevations ; -__ - Near Side Embed Plates Located & Secured ---- -- Cl Far Side Embed Plates Located & Secured _-- Reveals Still Intact After Rebar Placement ------ Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered • Material Testing Notified of Pour ` 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss (L. 91?--Z T Woodland 017A `l) MEF 11Otfie`r o Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT it 11 -586 Date: Q . 26. Pi CITY: Miami Shores Village STATE: Florida WEATHER (4p f TIME: 2 : r;' PANEL INSPECTIONS PANEL # Z4 Formwork Inspection Che -d Size of Panel- Height, Width, Step Footings 0' Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts 1,, Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab l': Chamfers at Blockouts & Panel Edges ,•: Reveals Installed and Adequately Secured .0 Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings'` Add Bars for Lift Engineering's Proper Coverage and Proper Chair Height i� Rebar at Pick Points and Pick Embeds Slab Dowel Elevations f---`:....--' Near Side Embed Plates Located & Secured r-- ___ Far Side Embed Plates Located & Secured (,--- ' Reveals Still Intact After Rebar Placement 4= Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered ..�� �`In Material Testing Notified of Pour t 1114,� 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the their as per drawings and panel is approved for pour: Moss i q- Z-1 best of Woodland q \ it &1 MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: '. 2 ,ir CITY: Miami Shores Village STATE: Florida WEATHER /.F-tyr TIME: $:to PANEL INSPECTIONS PANEL # ZS'" Formwork Inspection Check-. Size of Panel- Height, Width, Step Footings Panel Square on Diagonal j.4 Panel Thickness Edgeforms Secure from Moving /Rotation foo Size and Location of Doors & Windows 0 Louvers, Wall Hydrants, and Other MEF Blockouts j Blockouts Secured from Moving /Rotation , a r Architectural Inspection Bond Breaker Applied to Slab AA Chamfers at Blackouts & Panel Edges Lam' Reveals Installed and Adequately Secured 0 Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar lnstalled per Approved Drawings Add Bars for Lift Engineering -- Proper Coverage and Proper Chair Height �— -;_' Rebar at Pick Points and Pick Embeds ,, Slab Dowel Elevations Near Side Embed Plates Located & Secured --._.' Far Side Embed Plates Located & Secured j Reveals Still Intact After Rebar Placement .,/"'/ Prior to Pouring of Panels Placement Photos 11.-. Final Cleanup - Ties, Trash, Etc. Trel Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the tai ,eir knowledge as per drawings and panel is approved for pour: Moss - tW;� 0—aq best of Woodland l/ Q _ MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: n • 2 ' /1 CITY: Miami Shores Village STATE: Florida WEATHER l. TIME: P D %.3o PANEL INSPECTIONS PANEL # 0, Formwork Inspection Che -d Size of Panel- Height, Width, Step Footings y, Panel Square on Diagonal : Panel Thickness tra Vkl Edgeforms Secure from Moving /Rotation`' iii Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts .t. Blockouts Secured from Moving /Rotation 4\ Architectural Inspection Bond Breaker Applied to Slab s Chamfers at Blockouts & Panel Edges z!■ Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings - -""""� Add Bars for Lift Engineering Proper Coverage and Proper Chair Height G--""� Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured f-2.-- Far Side Embed Plates Located & Secured _.. Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos " Final Cleanup - Ties, Trash, Etc. ki 64 '' Final Sign Offs Proper Mix Design Ordered t\ Material Testing Notified of Pour `n.,, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the _-their � wle ge as per drawings and panel is approved for pour: Moss l best of Woodland l l b ikk P 0) 6[28\11 MEF _ }SP f _. �� -tither Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: /0 /0e /e CITY: Miami Shores Village STATE: Florida WEATHER 1 {o1- TIME: 3 p PANEL INSPECTIONS PANEL # 26. Pr Formwork Inspection Chec -. Size of Panel- Height, Width, Step Footings -- +,, Panel Square on Diagonal Pry * Panel Thickness Edgeforms Secure from Moving /Rotation 1' Size and Location of Doors & Windows r['i 1 Louvers, Wall Hydrants, and Other MEF Blockouts it Blockouts Secured from Moving /Rotation\ Architectural Inspection Bond Breaker Applied to Slab .► Chamfers at Blockouts & Panel Edges ■• Reveals Installed and Adequately Secured A Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ,-.----7.-----.7- Add Bars for Lift Engineering - Proper Coverage and Proper Chair Height ( Rebar at Pick Points and Pick Embeds .c-1- Slab Dowel Elevations ; ---� Near Side Embed Plates Located & Secured - Far Side Embed Plates Located & Secured -- Reveals Still Intact After Rebar Placement ,--_ Prior to Pouring of Panels iti Placement Photos Ortiz � Final Cleanup - Ties, Trash, Etc. Final Sign Offs t Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of ,_ ei knowledge as per drawings and panel is approved for pour: Moss s —2� 1 Woodland MEF JSG' ,- _ __ _ Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: A. 26 •(/ CITY: Miami Shores Village STATE: Florida WEATHER pip r TIME: 3 :fo PANEL INSPECTIONS PANEL # Z?-- Formwork Inspection Chec-.• - '' Size of Panel- Height, Width, Step Footings Panel Square on Diagonal r1 Panel Thickness t!n■ Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows .' Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation .' Architectural Inspection Bond Breaker Applied to Slab �;'J` Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ___.-- Add Bars for Lift Engineering Proper Coverage and Proper Chair Height -----e- Rebar at Pick Points and Pick Embeds Slab Dowel Elevations -- _57 Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour IL 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knowledge as per drawings and panel is approved Moss - '�r,�z_l installed to the for pour: best of Woodland Ii14-- MEF JSG = ----= r, Other- - -_ Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 9, I , i r CITY: Miami Shores Village STATE: Florida WEATHER Qa c' TIME: 1100 PANEL INSPECTIONS PANEL # 2n Formwork inspection Checked Size of Panel- Height, Width, Step Footings el% Panel Square on Diagonal !!f Panel Thickness Edgeforms Secure from Moving /Rotation L. ■ Size and Location of Doors & Windows fill \ Louvers, Wall Hydrants, and Other MEF Blockouts ill s Blockouts Secured from Moving /Rotation :!n Architectural Inspection Bond Breaker Applied to Slab 1111N, Chamfers at Blockouts & Panel Edges t!� Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds u' j Slab Dowel Elevations ` tI Near Side Embed Plates Located & Secured My1 Far Side Embed Plates Located & Secured t Reveals Still Intact After Rebar Placement Z Prior to Pouring of Panels Placement Photos Tilt Q, Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour, -1-?;,), 2 Concrete Vibrators Ready Signatures: Signatures: Signatures below acknowledge that work has been installed to the their owl dge as per drawings and panel is approved for pour: Moss ! CI-24) best of Woodland s- MEF JSG q Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: g A , i r CITY: Miarri Shores Village STATE: Florida WEATHER c'., TIME: GY :co PANEL INSPECTIONS PANEL # Z Formwork Inspection Chec,,-.�. Size of Panel- Height, Width, Step Footings '�'i�' Panel Square on Diagonal i, Panel Thickness :i' Edgeforms Secure from Moving /Rotation i _ Size and Location of Doors & Windows oi:)- Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation .7%s Architectural Inspection Bond Breaker Applied to Slab `, Chamfers at Blockouts & Panel Edges •y, ■ Reveals Installed and Adequately Secured — Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection 110 Rebar Installed per Approved Drawings or Add Bars for Lift Engineering Proper Coverage and Proper Chair Height 1 Rebar at Pick Points and Pick Embeds rot. Slab Dowel Elevations rat Near Side Embed Plates Located & Secured G Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Pj Prior to Pouring of Panels Placement Photos 7-1 Final Cleanup - Ties, Trash, Etc. U. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready _ Signatures: Signatures below acknowledge that work has been installed to the tTheir, knowledge n,owledge as per drawings and panel is approved for pour: Moss f q-Z- best of Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: (/ v.,. II CITY: Miami Shores Village STATE: Florida WEATHER 4ii, ] TIME: 3:t0 PANEL INSPECTIONS PANEL # . Formwork Inspection Chec -d Size of Panel- Height, Width, Step Footings �.1` Panel Square on Diagonal �.: Panel Thickness :'}� Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows _,..._ Louvers, Wall Hydrants, and Other MEF Blockouts �iwiV1 :`� Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab 'n Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured .,� I1 ■ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering X111 Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Air Slab Dowel Elevations .—....011111P Near Side Embed Plates Located & Secured -....1600► 1 Far Side Embed Plates Located & Secured x111. Reveals Still Intact After Rebar Placement .,All Prior to Pouring of Panels Placement Photos 1 Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready iCS�V1'� Signatures: Signatures below acknowledge that work has been Vr knowledge as per drawings and panel is approved Moss d installed to the for pour: best of Woodland Otfiier____ / 4 Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: CITY: Miami Shores Village STATE: Florida WEATHER TIME: PANEL INSPECTIONS PANE 32) Formwork In 'ection Check Si of Panel- Height, Width, Step Footings Pan Square on Diagonal Panel ickness Edgefor Secure from Moving /Rotation Size and L. ation of Doors & Windows Louvers, Wa Hydrants, and Other MEF Blockout Bnockouts Sec ed from Moving /Rotation Architectural Inspection Bond Breaker Appl d to Stab Chamfers at Blockou', & Panel Edges Reveals Installed and • •equately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequate Say ured Structural inspection a ``- Rebar Installed per Approved awin Add Bars for Lift Engineering Proper Coverage and Proper'' hair Heigh_. Rebar at Pick Points and P Embeds Slab Dowel Elevations Near Side Embed Plate. °' ocated & Secured Far Side Embed Plate '' ocated & Secured Reveals Still Intact A er Rebar Placement Prior to Pouring of Panels Placement Phot Cleanup - ,`ies, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: q ' l = )1 CITY: Miami Shores Village STATE: Florida WEATHER 1w 3` TIME: ti 'CO PANEL INSPECTIONS PANEL # 32. Formwork Inspection Chec -. Size of Panel- Height, Width, Step Footings VT Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation ♦ ' ` Size and Location of Doors & Windows : /° Louvers, Wall Hydrants, and Other MEF Blockouts _ Blockouts Secured from Moving /Rotation (i'PA� Architectural Inspection Bond Breaker Applied to Slab %h Chamfers at Blockouts & Panel Edges lip, Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement aij Prior to Pouring of Panels Placement Photos Final Cleanup - lies, Trash, Etc. Final Sign Offs Proper Mix Design Ordered COM Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their;_kaewl d e as per drawings and panel is approved for pour: Moss -Z"i I Woodland MEF '`- JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 6.26.• t` CITY: Miami Shores Village STATE: Florida WEATHER Jai TIME: 3v PANEL INSPECTIONS PANEL # 33 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings ►• Panel Square on Diagonal :'7► Panel Thickness t w • Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows 1 Louvers, Wall Hydrants, and Other MEF Blockouts file Blockouts Secured from Moving /Rotation Architectural lnspection ,� Bond Breaker Applied to Slab ►�1.1‘ Chamfers at Blockouts & Panel Edges !M.,� Reveals Installed and Adequately Secured TM Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection ' Rebar Installed per Approved Drawings �- '-`� _ �— c Add Bars for Lift Engineering , Proper Coverage and Proper Chair Height r --_ Rebar at Pick Points and Pick Embeds - Slab Dowel Elevations - --- —°G Near Side Embed Plates Located & Secured =—"7 Far Side Embed Plates Located & Secured --. -- Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos TI-It Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered! Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the their kn wledge as per drawings and panel is approved for pour: Moss �j -2-if best of Woodland MEF JSG ,. - --.- -- - _�� — Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: ts, 26.11 CITY: Miami Shores Village STATE: Florida WEATHER !4%1- TIME: 3 :ra PANEL INSPECTIONS PANEL # 3 Formwork Inspection Chec Size of Panel- Height, Width, Step Footings GIMP Panel Square on Diagonal i Panel Thickness 1 Edgeforms Secure from Moving /Rotation !±' Size and Location of Doors & Windows 1 Louvers, Wall Hydrants, and Other MEF Blockouts 1 1 Blockouts Secured from Moving /Rotation et• Architectural Inspection Bond Breaker Applied to Slab fl� ►� Chamfers at Blockouts & Panel Edges > Reveals Installed and Adequately Secured 'CII Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural lnspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height �� Rebar at Pick Points and Pick Embeds f Slab Dowel Elevations ,------- Near Side Embed Plates Located & Secured -.-----1----- Far Side Embed Plates Located & Secured e— Reveals Still Intact After Rebar Placement '` Prior to Pouring of Panels Placement Photos �'^ Final Cleanup - Ties, Trash, Etc. -'�,•",` \' Final Sign Offs Proper Mix Design Ordered! Material Testing Notified of Pour �+ 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the their knowledge as per drawings and panel is approved for pour: Moss R best of Woodland MEF Oth-er_____ Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: g •w.lo CITY: Miami Shores Village STATE: Florida WEATHER /,+.0r" TIME: 3 iw PANEL INSPECTIONS PANEL # 3.S' Formwork Inspection Che —d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation fm Size and Location of Doors & Windows (Mk Louvers, Wall Hydrants, and Other MEF Blockouts 6:71■ Blockouts Secured from Moving /Rotation Von l Architectural Inspection Bond Breaker Applied to Slab Mb Chamfers at Blockouts & Panel Edges Fill Reveals Installed and Adequately Secured `TN Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural lnspection Rebar Installed per Approved Drawings ---.•--- Add Bars for Lift Engineering c___-------- Proper Coverage and Proper Chair Height ___ -`___, Rebar at Pick Points and Pick Embeds Slab Dowel Elevations 1 Near Side Embed Plates Located & Secured --�" Far Side Embed Plates Located & Secured ' JReveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos 14, Final Cleanup - Ties, Trash, Etc. in Final Sign Offs Proper Mix Design Ordered r Material Testing Notified of Pour 2 Concrete Vibrators Ready 4►/ Signatures: Signatures below acknowledge that work has been installed to the best of e knowledge as per drawings and panel is approved for pour: Moss —Z1 Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: d • 26 •(t CITY: Miami Shores Village STATE: Florida WEATHER r-fOf f TIME: 3; to PANEL INSPECTIONS PANEL # 36, Formwork Inspection Chec -. Size of Panel- Height, Width, Step Footings rent Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation Oa Size and Location of Doors & Windows `i'l Louvers, Wall Hydrants, and Other MEF Blockouts y Blockouts Secured from Moving /Rotation j Architectural lnspection Bond Breaker Applied to Slab r ►" Chamfers at Blockouts & Panel Edges ti 71 Reveals Installed and Adequately Secured ir Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering `-- Proper Coverage and Proper Chair Height -% .— Rebar at Pick Points and Pick Embeds _` „, Slab Dowel Elevations _-_____,--5- -- Near Side Embed Plates Located & Secured �= Far Side Embed Plates Located & Secured . - Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. yj Final Sign Offs ��C Proper Mix Design Ordered !'^! Material Testing Notified of Pour 2 Concrete Vibrators Ready ►, Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: . Moss j _T f3-19 Woodland MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: B - 2,. tl CITY: Miami Shores Village STATE: Florida WEATHER ( r TIME: 3 :/o PANEL INSPECTIONS PANEL # 3-7_,- Formwork Inspection Check -d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal .�►f Panel Thickness Edgeforms Secure from Moving /Rotation •• Size and Location of Doors & Windows ('T+ Louvers, Wall Hydrants, and Other MEF Blockouts ��► Blockouts Secured from Moving /Rotation �. Architectural Inspection Bond Breaker Applied to Slab et\ Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured PI* Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection s Rebar Installed per Approved Drawings __...- -- -- Add Bars for Lift Engineering Proper Coverage and Proper Chair Height ,- Rebar at Pick Points and Pick Embeds -' Slab Dowel Elevations � -- Near Side Embed Plates Located & Secured " %rj' Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos ---k Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss t" 6— Woodland MEF - Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: q - l , f CITY: Miami Shores Village STATE: Florida WEATHER q3e TIME: Ci :Cv PANEL INSPECTIONS PANEL # 3� • Formwork Inspection Checked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal 71 Panel Thickness ,!'1 Edgeforms Secure from Moving /Rotation V Size and Location of Doors & Windows ;\ Louvers, Wall Hydrants, and Other MEF Blockouts `? ►'' Blockouts Secured from Moving /Rotation • , Architectural Inspection Bond Breaker Applied to Slab ..�� t..(n Chamfers at Blockouts & Panel Edges ry Reveals Installed and Adequately Secured pR\ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and.) Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 11-_______ 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the their knowledge as per drawings and panel is approved for pour: Moss i 9- -if best of Woodland MEF IJSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: a ,1 ° 4 CITY: Miami Shores Village STATE: Florida WEATHER 9 "3C TIME: 9100 PANEL INSPECTIONS PANEL # _;i Formwork Inspection Checked Size of Panel- Height, Width, Step Footings I/ Panel Square on Diagonal 71 Panel Thickness = Edgeforms Secure from Moving /Rotation .: Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts :!mil Blockouts Secured from Moving /Rotation `. /, Architectural Inspection Bond Breaker Applied to Slab LP-40t Chamfers at Blockouts & Panel Edges ~17 Reveals Installed and Adequately Secured Electrical and MEF inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection gip ItofD Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations 03 Near Side Embed Plates Located & Secured CVO Far Side Embed Plates Located & Secured re) Reveals Still Intact After Rebar Placement *do Prior to Pouring of Panels Placement Photos jL Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their kngwledge as per drawings and panel is approved Moss -MK/ 7 -Z 1111 installed to the best of for pour: Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: q,1 < 1 i CITY: Miami Shores Village STATE: Florida WEATHER 6" TIME: C140 PANEL INSPECTIONS PANEL # 4-- Formwork Inspection Checked Size of Panel- Height, Width, Step Footings , Panel Square on Diagonal i4 Panel Thickness • , Edgeforms Secure from Moving /Rotation a` Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation �� Architectural lnspection Bond Breaker Applied to Slab k' Chamfers at Blockouts & Panel Edges PIM Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings t8 Add Bars for Lift Engineering Proper Coverage and Proper Chair Height 0_3, Rebar at Pick Points and Pick Embeds ��_� L.13f,� 0J Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured' • Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. `G:. . Final Sign Offs Proper Mix Design Ordered IL Material Testing Notified of Pour ' 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as er drawings and panel is approved for pour: Moss —T.. V 0(' Z' 11 Woodland 0:'1 MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 9, 1 , i t CITY: Miami Shores Village STATE: Florida WEATHER Qj ;�' TIME: C'i` -®(-) PANEL INSPECTIONS PANEL # 41 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings ' ✓. Panel Square on Diagonal :tit Panel Thickness Ilk Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows ∎�^ Louvers, Wall Hydrants, and Other MEF Blockouts 6' • Blockouts Secured from Moving /Rotation 4, Architectural Inspection Bond Breaker Applied to Slab glih_ Chamfers at Blockouts & Panel Edges r Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural lnspection Rebar Installed per Approved Drawings 10E Add Bars for Lift Engineering Proper Coverage and Proper Chair Height � Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement `J Prior to Pouring of Panels Placement Photos 11 Final Cleanup - Ties, Trash, Etc. (i Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour �i 2 Concrete Vibrators Ready , Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss - -li Woodland MEF JSG Other Johnson Structural Group, inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: q,. b I/ CITY: Miami Shores Village STATE: Florida WEATHER gj1` TIME: 1 :CO PANEL INSPECTIONS PANEL # 42, Formwork Inspection Checked Size of Panel- Height, Width, Step Footings ;' Panel Square on Diagonal y Panel Thickness r^ Edgeforms Secure from Moving /Rotation ,(ti► Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Mo Blockouts Secured from Moving /Rotation if /I Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges f':11, Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and.] Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings EA .41) Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds EA Slab Dowel Elevations r_iN Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos -*- Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 'T(,_, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knowledge as per drawings and panel is approved Moss T0.,Ct-Z't_ installed to the for pour: best of Woodland (�,r.�,,,\u.. -� MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: °1 '1 'r i CITY: Miami $»ores Village STATE: Florida WEATHER c:31 TIME: ci :cc PANEL INSPECTIONS PANEL # 3 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings ;i7% Panel Square on Diagonal Panel Thickness ;'T► Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows �r ,, f9!' Louvers, Wall Hydrants, and Other MEF Blockouts 111111 Blockouts Secured from Moving /Rotation 'PP Architectural Inspection Bond Breaker Applied to Slab i' Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Eq Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement c (3 Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss i k_ 0k-2- Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 8.•`( CITY: Miami Shores Village STATE: Florida WEATHER Ocri TIME: 3 , PANEL INSPECTIONS PANEL # 4j Formwork Inspection Che -d Size of Panel- Height, Width, Step Footings P Panel Square on Diagonal AN Panel Thickness 7/1 Edgeforms Secure from Moving /Rotation ■ Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation ,:- If Architectural Inspection t Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges ev Reveals Installed and Adequately Secured Iv ) Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering ----'-'--2- Proper Coverage and Proper Chair Height _a.-- Rebar at Pick Points and Pick Embeds c---;_ Slab Dowel Elevations -- -r-" -- . Near Side Embed Plates Located & Secured - — r^ Far Side Embed Plates Located & Secured c -� Reveals Still Intact After Rebar Placement mss_ - ";`-!' Prior to Pouring of Panels Placement Photos 77 , Final Cleanup - Ties, Trash, Etc. CF--/ Final Sign Offs Proper Mix Design Ordered i Material Testing Notified of Pour 1-L. 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of knowledge as per drawings and panel is approved for pour: Moss 1 0--Zq Woodland -E■ MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: $ -Z� 11 CITY: Miami Shores Village STATE: Florida WEATHER (40 1-" TIME: 3 3:, [ PANEL INSPECTIONS PANEL # 4-- Formwork Inspection Chec. -. Size of Panel- Height, Width, Step Footings Panel Square on Diagonal f'! r Panel Thickness %' Edgeforms Secure from Moving /Rotation eh Size and Location of Doors & Windows O" Louvers, Wall Hydrants, and Other MEF Blockouts a� Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab ti Chamfers at Blockouts & Panel Edges .,4 Reveals Installed and Adequately Secured .- ' Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings --`_� Add Bars for Lift Engineering ,—, -__ _--- ., -_,__ - -� Proper Coverage and Proper Chair Height �� Reber at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured - Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement , -= Prior to Pouring of Panels Placement Photos 1 Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered ■ Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of t ieir knowledge as per drawings and panel is approved for pour: Moss I r'-7 0 -21 Woodland] MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: • 2.6- (I CITY: Miami Shores Village STATE: Florida WEATHER TIME: 3:1.57- PANEL INSPECTIONS PANEL # 4 Formwork Inspection CI7eSk Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness : • Edgeforms Secure from Moving /Rotation i,:,•_.‘ Size and Location of Doors & Windows ■41IN Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation .o Architectural Inspection Bond Breaker Applied to Slab OM Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and.) Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ----e---- Add Bars for Lift Engineering -� Proper Coverage and Proper Chair Height _... ii Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured ,----" Far Side Embed Plates Located & Secured .— Reveals Still Intact After Rebar Placement ----- Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour TJ .. 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of th r knowledge as per drawings and panel is approved for pour: Moss ft --e] Woodland MEF JSO— -r -"-`_ Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: ;•23 "If CITY: Miami Shores Village STATE: Florida WEATHER pia f TIME: /0:-,2c> PANEL INSPECTIONS PANEL # 4 7 Formwork Inspection Chec d Size of Panel- Height, Width, Step Footings Panel Square on Diagonal Panel Thickness :• Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts 4' Blockouts Secured from Moving /Rotation i Architectural Inspection Bond Breaker Applied to Slab it Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Securediy. Electrical and MEF Inspection MEF Knockouts/ Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height :" -- Rebar at Pick Points and Pick Embeds .-- ..-- ;_ (.— Slab Dowel Elevations Near Side Embed Plates Located & Secured --_~' Far Side Embed Plates Located & Secured ,---" Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos —q-\ Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered iiiSx- Material Testing Notified of Pour, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of eir knowledge as per drawings and panel is approved for pour: Moss 1 p \"` g /23J /l Woodland tofits AllikOril its -` €)1Z3 Ij MEF `Ether Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: e .,.ti CITY: Miami Shores Village STATE: Florida WEATHER / TIME: 3: (.S PANEL INSPECTIONS PANEL # 4 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings .... .N Pan& Square on Diagonal Panel Thickness V Edgeforms Secure from Moving /Rotation = I\ Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts in■ Blockouts Secured from Moving /Rotation V+V` Architectural lnspection � Bond Breaker Applied to Slab ," Chamfers at Blockouts & Panel Edges, Reveals Installed and Adequately Secured r'1, Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings . ----, ` Add Bars for Lift Engineering Proper Coverage and Proper Chair Height _ Rebar at Pick Points and Pick Embeds -- Slab Dowel Elevations _` C Near Side Embed Plates Located & Secured — Far Side Embed Plates Located & Secured ------------ Reveals Still Intact After Rebar Placement `--._j Prior to Pouring of Panels Placement Photos � Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready v Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss ` 1—FA &'Z` f Woodland MEF - -,,._- 1JSG OtfQer --- Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 8 -23 •)) CITY: Miami Shores Village STATE: Florida WEATHER tll> 7'- TIME:, 0:3 PANEL INSPECTIONS PANEL # 4 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings ►A Panel Square on Diagonal (o Panel Thickness Oil Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts 'Is. Blockouts Secured from Moving/Rotation Architectural Inspection Bond Breaker Applied to Slab to Chamfers at Blackouts & Panel Edges ;IP Reveals Installed and Adequately Secured 1D. Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering +- Proper Coverage and Proper Chair Height 4 Rebar at Pick Points and Pick Embeds • Slab Dowel Elevations Near Side Embed Plates Located & Secured %�� Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement = ..oi.VI Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. C!�►M Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of it knowledge as per drawings and panel is approved for pour: Moss 23 /I Woodland i V pit V\ o-tz. oor. rtii93) if MEF JSG -_- -- 6tfref — Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: •Z3'rl CITY: Miami Shores Village STATE: Florida WEATHER E4,01" TIME:1 D :3d% PANEL INSPECTIONS PANEL # 523 Formwork Inspection Checc - -d Size of Panel- Height, Width, Step Footings :�'tN� Panel Square on Diagonal • 1 Panel Thickness cIII o Edgeforms Secure from Moving /Rotation44 Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts C7Iik , Blockouts Secured from Moving /Rotation .' Architectural Inspection Bond Breaker Applied to Slab 4,1 Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering on �� -- Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Ali Slab Dowel Elevations / Near Side Embed Plates Located & Secured ...to// Far Side Embed Plates Located & Secured _ 000. Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. ►, Final Sign Offs Proper Mix Design Ordered 1 ` Material Testing Notified of Pour , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of __their knowledge as per drawings and panel is approved for pour: Moss 1 t'7 ,/2.3/// Woodland C • .AV i f•O TA14 -4-+ RUC c6k231 I % MEF er .._. Johnson Structural Group, Inc. / Moss & Associates J08 NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 3 -23-o CITY: Miami Shores Village STATE: Florida WEATHER 1-{ki' TIME: f 0:7® PANEL INSPECTIONS PANEL # S'! Formwork Inspection Checked Size of Panel- Height, Width, Step Footings • Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows I N Louvers, Wall Hydrants, and Other MEF Blockouts ;, Blockouts Secured from Moving /Rotation vs th Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured C91 Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds `',. -- "' Slab Dowel Elevations Near Side Embed Plates Located & Secured �% Far Side Embed Plates Located & Secured ' Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos —j i--. Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered _...+. Material Testing Notified of Pour I 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knowled a as per drawings and panel is approved Moss ' /23 // installed to the best of for pour: Woodland / Is A-V i 6. Mk & rotiv 1.'i' \ l I MEF ` Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: S *2641 CITY: Miami Shores Village STATE: Florida WEATHER /iv t" TIME: 3: !f PANEL INSPECTIONS PANEL # S-Z, Formwork Inspection Cheesed I.j `\ Size of Panel- Height, Width, Step Footings Panel Square on Diagonal IIIIIM Panel Thickness FIT Edgeforms Secure from Moving /Rotation "•1 Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts •. Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges ■ Reveals Installed and Adequately Secured *► Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection i Prior to Pouring Rebar Installed per Approved Drawings ---,— Add Bars for Lift Engineering (f 7 Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds ---- == - Slab Dowel Elevations -,- Near Side Embed Plates Located & Secured �- -- - - -- Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement ( - --- of Panels Placement Photos /_ j Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knowledge as per drawings and panel is approved Moss ` " 1 j -2q installed to the best of for pour: Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: g •24 4/ CITY: Miami Shores Village STATE: Florida WEATHER (1( TIME: 2; (c- PANEL INSPECTIONS PANEL # cs3 Formwork Inspection C eked Size of Panel- Height, Width, Step Footings Panel Square on Diagonal " Panel Thickness ft Edgeforms Secure from Moving /Rotation 11N Size and Location of Doors & Windows r1I Louvers, Wall Hydrants, and Other MEF Blockouts IN Blockouts Secured from Moving /Rotation VI Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts/ Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Rebar Installed per Approved Drawings r-� Add Bars for Lift Engineering Proper Coverage and Proper Chair Height e -�_� Rebar at Pick Points and Pick Embeds (- Slab Dowel Elevations C_ —_ Near Side Embed Plates Located & Secured {_l Far Side Embed Plates Located & Secured !__-- Reveals Still Intact After Rebar Placement -.----'------- Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered AA V,; Material Testing Notified of Pour 2 Concrete Vibrators Ready 0 ,i, Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss l r)N- j^ 1 Woodland MEF JSG ‘,. - -� Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: 6.26.11 CITY: Miami Shores Village STATE: Florida WEATHER t.- TIME: 3: tS' PANEL INSPECTIONS PANEL #4- Formwork Inspection Checked Size of Panel- Height, Width, Step Footings •,, h, Panel Square on Diagonal ‘t, Panel Thickness tziL Edgeforms Secure from Moving /Rotation • Size and Location of Doors & Windows lc. Louvers, Wall Hydrants, and Other MEF Blockouts i' Blockouts Secured from Moving /Rotation`• Architectural Inspection Bond Breaker Applied to Slab 1i.: Chamfers at Blockouts & Panel Edges VON Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings r - _ Add Bars for Lift Engineering �_`— �� Proper Coverage and Proper Chair Height c. :_ Rebar at Pick Points and Pick Embeds r"____ Slab Dowel Elevations ' ' ) Near Side Embed Plates Located & Secured ; - ,- -- Far Side Embed Plates Located & Secured ---- - Reveals Still Intact After Reber Placement ,--- -- Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the the'r knowledge as per drawings and panel is approved for pour: Moss best of Woodland -4.10 MEF Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date:; -Z -0 CITY: Miami Shores Village STATE: Florida WEATHER /-f-ur TIME: S )IS" PANEL INSPECTIONS PANEL # S^S� Formwork Inspection Chec. ; Size of Panel- Height, Width, Step Footings 47� Panel Square on Diagonal Panel Thickness Edgeforms Secure from Moving /Rotation '41 Size and Location of Doors & Windows N Louvers, Wall Hydrants, and Other MEF Blockouts +0' Blockouts Secured from Moving /Rotation ;■• Architectural inspection Bond Breaker Applied to Slab ,, , h�i� Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured J Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings -=� Add Bars for Lift Engineering r"' Proper Coverage and Proper Chair Height - _-- Rebar at Pick Points and Pick Embeds Slab Dowel Elevations r____—,--_ Near Side Embed Plates Located & Secured . --- -' Far Side Embed Plates Located & Secured --_7>-" Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour r 2 Concrete Vibrators Ready GI Signatures: Signatures below acknowledge that work has been installed to the best of - -- ththeir knowledge as per drawings and panel is approved for pour: Moss i 6w 'A`-2q Woodland ,� MEF JSO ..- `,— bt-Iler -- Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 5 , Ze,U CITY: Miami Shores Village STATE: Florida WEATHER t42;4 TIME: 3:t5.--. PANEL INSPECTIONS PANEL # S(,, Formwork Inspection Che ed Size of Panel- Height, Width, Step Footings Panel Square on Diagonal � Panel Thickness i71 Edgeforms Secure from Moving /Rotation \~ Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts tii1 Blockouts Secured from Moving /Rotation cam■ Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured ii Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural lnspection Rebar Installed per Approved Drawings .-- �" "=_' Add Bars for Lift Engineering .- -- Proper Coverage and Proper Chair Height _._ - Rebar at Pick Points and Pick Embeds c_._....� Slab Dowel Elevations — �- Near Side Embed Plates Located & Secured . - —_ _ ..- = Far Side Embed Plates Located & Secured — Reveals Still Intact After Rebar Placement -- Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. 1,71\ Final Sign Offs Proper Mix Design Ordered teiy Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss ------FE AL/ — Woodland MEF JSG - .-_- -- Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: J , 4s .( f CITY: Miami Shores Village STATE: Florida WEATHER /f TIME: 3 :li— PANEL INSPECTIONS PANEL # 57 Formwork Inspection Che ed Size of Panel- Height, Width, Step Footings 9b Panel Square on Diagonal '1 Apr 1 Panel Thickness Edgeforms Secure from Moving /Rotation ` Size and Location of Doors & Windows Oki% Louvers, Wall Hydrants, and Other MEF Blockouts A■ Blockouts Secured from Moving /Rotation ., Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges rrl Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height —=--, Rebar at Pick Points and Pick Embeds --."---, Slab Dowel Elevations — Near Side Embed Plates Located & Secured s_11---- Far Side Embed Plates Located & Secured -_� Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered rIN Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been their knowledge as per drawings and panel is approved Moss — installed to the for pour: best of Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 8 . 26 • V CITY: Miami Shores Village STATE: Florida WEATHER C-FvT TIME: 3 z /j PANEL INSPECTIONS PANEL # Sri Formwork Inspection Che ed Size of Panel- Height, Width, Step Footings link Panel Square on Diagonal tr., Panel Thickness Edgeforms Secure from Moving /Rotation 1 Size and Location of Doors & Windows `l =1' Louvers, Wall Hydrants, and Other MEF Blockouts 1' Biockouts Secured from Moving /Rotation d' It Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges A • • Reveals Installed and Adequately Secured ■■ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings - --- Add Bars for Lift Engineering c - -_. Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds .. - - Slab Dowel Elevations ��= Near Side Embed Plates Located & Secured , —_ --., Far Side Embed Plates Located & Secured ,� - :-- - Reveals Still Intact After Rebar Placement ` Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. 'i1 Final Sign Offs Proper Mix Design Ordered - '� Material Testing Notified of Pour 2 Concrete Vibrators Ready �V Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss T^! —Z I �� Woodland MEF J SS —_- - _ _.'_..___. Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 5. 2 3 • tl CITY: Miami Shores Village STATE: Florida WEATHER TIME: /C;'.5b PANEL INSPECTIONS PANEL # S—r/ Formwork Inspection Che ed Size of Panel- Height, Width, Step Footings Panel Square on Diagonal 'WV Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab ,� Chamfers at Blockouts & Panel Edges v., Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering ," Proper Coverage and Proper Chair Height —"`^ Rebar at Pick Points and Pick Embeds –^—� Slab Dowel Elevations ' Near Side Embed Plates Located & Secured-----' Far Side Embed Plates Located & Secured �,.. - - - Reveals Still Intact After Rebar Placement -'. Prior to Pouring of Panels Placement Photos 'LI Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowled e as per drawings and panel is approved for our: Moss 25 j/ p Woodland b rinJ t h MA e I& j '25 (� MEF Jam— JOther: Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 41, 0`3.2.; -q CITY: Miami Shores Village STATE: Florida WEATHER `,T.r— TIME: /c!.- 3c, PANEL INSPECTIONS PANEL # (� Formwork Inspection Checked Size of Panel- Height, Width, Step Footings T1) Panel Square on Diagonal rp Panel Thickness 4 Edgeforms Secure from Moving /Rotation w*, Size and Location of Doors & Windows Ii Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab MN Chamfers at Blockouts & Panel Edges ofe$ Reveals Installed and Adequately Secured a+` ` Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering �� Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds —i Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured r Reveals Still Intact After Rebar Placement —_. Prior to Pouring of Panels Placement Photos TL Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour f, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of heir knowledge as per drawings and panel is approved for pour: Moss �'�`,/n [/ `/ �� Woodland `Xj;sr,1; 0 't 1 f4 L \z- \ t' . MEF Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 8, 21.4 CITY: Miami Shores Village STATE: Florida WEATHER 1h' if" TIME: /0 s3o PANEL INSPECTIONS PANEL # / Formwork Inspection Chec -d Size of Panel- Height, Width, Step Footings ,,% Panel Square on Diagonal g.: Panel Thickness Ask iiY Edgeforms Secure from Moving /Rotation :d` Size and Location of Doors & Windows f Louvers, Wall Hydrants, and Other MEF Blockouts Zw Blockouts Secured from Moving /Rotation a Architecturallnspection Bond Breaker Applied to Slab ',F•. Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ! ` -'%) Add Bars for Lift Engineering t--��i Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos TL.s Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour TZ, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of heir V e as per drawings and panel is approved for pour: Moss kr� Woodland t0 filt 44. !Ai ti at :123 \`i MEF J Ste- _ .. —.- - � ._ . Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: q nr . 11 CITY: Miami Shores Village STATE: Florida WEATHER Q,d TIME: °I °.i%) PANEL INSPECTIONS PANEL # i " i I, r ;' — Formwork Inspection Ch- ed Size of Panel- Height, Width, Step Footings M\ Panel Square on Diagonal i Panel Thickness tin Edgeforms Secure from Moving /Rotation .v\ Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts -, Blockouts Secured from Moving /Rotation • Architectural lnspection � Bond Breaker Applied to Slab RI\ Chamfers at Blockouts & Panel Edges C Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings / �= }...r.r' - (1 1 , 1' -)}D' '' Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds / - Slab Dowel Elevations Near Side Embed Plates Located & Secured ? = ' ' Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos —Iti_____ Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready i Signatures: Signatures below acknowledge that work has been installed to the best of their kno ledge as per drawings and panel is approved for pour: Moss 6& -2-11 Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: i 1 i CITY: Miami Shores Village STATE: Florida WEATHER 0 - ),o TIME: q,00 PANEL INSPECTIONS PANEL # , '_� Formwork Inspection Chekec1 Size of Panel- Height, Width, Step Footings VA Vii Panel Square on Diagonal Panel Thickness ':II Edgeforms Secure from Moving /Rotation 'djr Ilk Size and Location of Doors & Windows e. Louvers, Wall Hydrants, and Other MEF Blockouts '. Blockouts Secured from Moving /Rotation z . � Architectural Inspection Bond Breaker Applied to Slab = Chamfers at Blackouts & Panel Edges AIL■ Reveals Installed and Adequately Secured r ‘ Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings r ��r 1,01,17 Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations 176 Near Side Embed Plates Located & Secured to/A.9 Far Side Embed Plates Located & Secured ,�--yq�� 6/6 Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos TL., Final Cleanup Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered t■ Material Testing Notified of Pour • 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of t_gj..knowledge as per drawings and panel is approved for pour: Moss 1�'. Ct- Woodland MEF JSG O' Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: g - 2G - tJ CITY: Miami Shores Village STATE: Florida WEATHER Hb f TIME: 3 : tf PANEL INSPECTIONS PANEL # i3p_.2_ Formwork Inspection Chec ed Size of Panel- Height, Width, Step Footings Panel Square on Diagonal 1• Panel Thickness (in Edgeforms Secure from Moving /Rotation f I Size and Location of Doors & Windows IV Louvers, Wall Hydrants, and Other MEF Blockouts *1 Blockouts Secured from Moving /Rotation I Architectural Inspection Bond Breaker Applied to Slab V Chamfers at Blockouts & Panel Edges 10 Reveals Installed and Adequately Secured ,i1 Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings C--- Add Bars for Lift Engineering - -" Proper Coverage and Proper Chair Height –`� Rebar at Pick Points and Pick Embeds .rj ..------- Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured _.... - - - =_.,,i- Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos , Final Cleanup - Ties, Trash, Etc. Sign Offs Proper Mix Design Ordered �� Material Testing Notified of Pour , 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge as per drawings and panel is approved for pour: Moss —112- 4J` CA-2-'1 Woodland MEF JSG _. Other 1 Johnson Structural Group, Inc. / Moss & Associates 10B NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: q . tl : i r CITY: Miami Shores Village STATE: Florida WEATHER 33' TIME: 41 ,,bid PANEL INSPECTIONS PANEL # 3 P :3 Formwork Inspection Checked Size of Panel- Height, Width, Step Footings '. Panel Square on Diagonal -,., Panel Thickness r Edgeforms Secure from Moving /Rotation (Ly. Size and Location of Doors & Windows 0 _ Louvers, Wall Hydrants, and Other MEF Blockouts (r71 Blockouts Secured from Moving /Rotation .'n Architectural Inspection Bond Breaker Applied to Slab ��� IN Chamfers at Blockouts & Panel Edges 11N Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings kl i f , Add Bars for Lift Engineering Proper Coverage and Proper Chair Height i Rebar at Pick Points and Pick Embeds Slab Dowel Elevations f 1►, Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured'' "' Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour t 2 Concrete Vibrators Ready *■ Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge asjper drawings and panel is approved for pour: Moss ` • ' L'i i �)Q�1U� Woodland 0 MEF J5G Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 6 - 2-6 41 CITY: Miami Shores Village STATE: Florida WEATHER kb- TIME: 3:15 PANEL INSPECTIONS PANEL # L jP , 1- Formwork Inspection Chec -d Size of Panel- Height, Width, Step Footings ve.- Panel Square on Diagonal Panel Thickness ' Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab 4 Chamfers at Blockouts & Panel Edges C Reveals Installed and Adequately Secured til Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings~ Add Bars for Lift Engineering - -' Proper Coverage and Proper Chair Height , — Rebar at Pick Points and Pick Embeds r Slab Dowel Elevations Near Side Embed Plates Located & Secured • , Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour (_, 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their, knowledge as per drawings and panel is approved for pour: Moss 1 (,,uk CA,-2A Woodland ►1` MEF y _.. JSG - OthHer Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates 1 PERMIT # 11 -586 Date: q - i 41 CITY: Miami hores Village STATE: Florida WEATHER B 3c TIME:c .®0 PANEL INSPECTIONS PANEL # GP,( Formwork Inspection Checked Size of Panel- Height, Width, Step Footings r.4•-, Panel Square on Diagonal Panel Thickness • Edgeforms Secure from Moving /Rotation P• Size and Location of Doors & Windows '�T Louvers, Wall Hydrants, and Other MEF Blockouts `1111 Blockouts Secured from Moving /Rotation ,t' Architectural lnspection Bond Breaker Applied to Slab 6 i,1 Chamfers at Blockouts & Panel Edges 4 r/ Reveals Installed and Adequately Secured Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured �J MCn Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos ( I Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge their knowledge as Moss 1M>_Gt— .. that work has been installed to the best of •er drawings and panel is approved for pour: Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 6 . 26 .1/ CITY: Miami Shores Village STATE: Florida WEATHER i,407 TIME: 3 :11- PANEL INSPECTIONS PANEL # `, ' -2. Formwork Inspection Checked Size of Panel- Height, Width, Step Footings 'a Panel Square on Diagonal .a. Panel Thickness Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows �A Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured and MEF Inspection cG�� MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ,___ - - - -f- --' Add Bars for Lift Engineering `v=- Proper Coverage and Proper Chair Height - =-- Rebar at Pick Points and Pick Embeds ,,,_ - - -*---___., Slab Dowel Elevations j-- Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured ;,..- ---- Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Z% Final Cleanup - Ties, Trash, Etc. 0. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of th.ei.r knowledge as per drawings and panel is approved for pour: Moss i { Woodland f: MEF JSG . -- .._ '. Other-" Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 4 ,1 .1 1 CITY: Miami Shores Village STATE: Florida WEATHER '3,r9 TIME: Q `.di? PANEL INSPECTIONS PANEL # ,p.,3 Formwork Inspection Chec. -d Size of Panel- Height, Width, Step Footings v■ Panel Square on Diagonal . %. Panel Thickness en Edgeforms Secure from Moving /Rotation i '•_ Size and Location of Doors & Windows '-, Louvers, Wall Hydrants, and Other MEF Blockouts Blockouts Secured from Moving /Rotation ' -./ Architectural Inspection Bond Breaker Applied to Slab V,, Chamfers at Blockouts & Panel Edges • Reveals Installed and Adequately Secured ► T Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and 1 Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of their knowledge a per drawings and panel is approved for pour: Moss O 44 ' j Z- I 1 Woodland (iO MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: ,. Zb- ' CITY: Miami Shores Village STATE: Florida WEATHER is '1 TIME: 3 :2' PANEL INSPECTIONS PANEL # c_r7.4 Formwork Inspection Checked r Size of Panel- Height, Width, Step Footings ittli Panel Square on Diagonal t� Panel Thickness :!'■ Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows yl Louvers, Wall Hydrants, and Other MEF Blockouts C'■X x!11 Blockouts Secured from Moving /Rotation Architectural Inspection Bond Breaker Applied to Slab Ink Chamfers at Blockouts & Panel Edges Reveals Installed and Adequately Secured ;, Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings _ Add Bars for Lift Engineering — ° -' Proper Coverage and Proper Chair Height Rebar at Pick Points and Pick Embeds - -3 Slab Dowel Elevations Near Side Embed Plates Located & Secured Far Side Embed Plates Located & Secured Reveals Still Intact After Rebar Placement "J Prior to Pouring of Panels Placement Photos 71-1 Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour 2 Concrete Vibrators Ready Signatures: Signatures below acknowledge that work has been installed to the best of th knowledge as per drawings and panel is approved for pour: Moss °�e� Woodland III 0 MEF JSG -- _ "_ Other IJohnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT # 11 -586 Date: 6.24 •tr CITY: Miami Shores Village STATE: Florida WEATHER /•for TIME: 3 :1f PANEL INSPECTIONS PANEL # 12 Formwork Inspection Chec est Size of Panel- Height, Width, Step Footings Panel Square on Diagonal v" Panel Thickness . Edgeforms Secure from Moving /Rotation Size and Location of Doors & Windows Louvers, Wall Hydrants, and Other MEF Blockouts ,;'N Blockouts Secured from Moving /Rotation %� Architectural Inspection Bond Breaker Applied to Slab Chamfers at Blockouts & Panel Edges !– Reveals Installed and Adequately Secured gr►; "• Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings Add Bars for Lift Engineering -= .._..---- Proper Coverage and Proper Chair Height �.___._ 7 Rebar at Pick Points and Pick Embeds - - --- --'5 - Slab Dowel Elevations ` — _ Near Side Embed Plates Located & Secured ______ Far Side Embed Plates Located & Secured - - --.. Reveals Still Intact After Rebar Placement c - ---7 Prior to Pouring of Panels Placement Photos Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered QVi Material Testing Notified of Pour 2 Concrete Vibrators Ready I:, Signatures: Signatures below acknowledge that work has been installed to the best of thei knowledge as per drawings and panel is approved for pour: Moss 1 m75 -4 Woodland MEF JSG Other Johnson Structural Group, Inc. / Moss & Associates JOB NAME: Barry University Residence Hall Contractor: Moss & Associates PERMIT# 11 -586 Date: f .'2 6• // CITY: Miami Shores Village STATE: Florida WEATHER iwytj TIME: 3 :20 PANEL INSPECTIONS PANEL # Lze-2.. Formwork Inspection Che. d Size of Panel- Height, Width, Step Footings ti .71. Panel Square on Diagonal 0 Panel Thickness 7 Edgeforms Secure from Moving /Rotation i, Size and Location of Doors & Windows 1 ► ►_ Louvers, Wall Hydrants, and Other MEF Blockouts .i Blockouts Secured from Moving /Rotation I, ■ -- Architectural Inspection Bond Breaker Applied to Slab 11111• ► _ Chamfers at Blockouts & Panel Edges 0,._ Reveals Installed and Adequately Secured A Electrical and MEF Inspection MEF Knockouts / Sleeves Electrical Boxes and J Boxes Reveals Installed and Adequately Secured Structural Inspection Rebar Installed per Approved Drawings ,-- --` --:—_ - Add Bars for Lift Engineering �_ � ._ � Proper Coverage and Proper Chair Height ,. Rebar at Pick Points and Pick Embeds ,---''_' Slab Dowel Elevations r.--- ---7-- — Near Side Embed Plates Located & Secured ___--- ' -- Far Side Embed Plates Located &Secured Reveals Still Intact After Rebar Placement Prior to Pouring of Panels Placement Photos I • Final Cleanup - Ties, Trash, Etc. Final Sign Offs Proper Mix Design Ordered Material Testing Notified of Pour "TL. 2 Concrete Vibrators Ready (j Signatures: Signatures below acknowledge that work has been installed to the best of their nowledge as per drawings and panel is approved for pour: Moss J 6—Z7 Woodland MEF JSG —____, --- -_ Others._. DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner Subject: Special Inspections and Testing Reports Earthwork Quality Assurance Barry University Dormitory Project Miami Shores, Florida Gentlemen: August 25, 2011 This firm is responsible for earthwork quality assurance inspections and testing for the subject project. Components of the project that are covered by these services include the building pads, foundation subgrades, underground utility trench backfill, subgrades for slabs and pavements and base course for pavements. To the best of my knowledge, the inspections and tests have been performed in accordance with the contract documents during the period from June 28, 2011 to the present time. Copies of each earthwork quality assurance test reports for the referenced period are attached. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. Thomas J. pper, P.E. Principal Engineer FL Registration No. 27451 el zsln o0o Attachments: Soil Density Test Reports cc: Miami Shores Village — Attn: Mr. Norman Bruhn, Building Dept. Director...(3) State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Sherry Werner, EPA Certified Renovator, CGC Subject: Barry University Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: June 29, 2011 Progress Report No. 1 Sheet 1 of 2 As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has provided construction materials testing services. The scope of work included: _In -Place Density Testing Florida Bearing Value (FBV) Testing Concrete Set Nos. Asphalt Placement Monitoring Sieve Analysis Tests Limerock Bearing Ratio (LBR) Testing Organic Content Testing X Moisture - Density Relationship (Modified Proctor) Testing The results of the observations and /or tests are summarized on the attached sheet. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Very truly yours, ad, DUNKELBERGER ENGINEERING & TESTING, INC. 'oa� ®9NS J. .74°4's, • vv • n► Q • • Juan Ramirez, E.I. � &mas J �gpbrP.Eruq Staff Engineer nginee Construction Services r s, rgliRrl��•� AA #1 4ss�0NA1� ova Attachment: Moisture - Density Relationship (Proctor) Testing Lab ID No. 0388 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 PROCTOR POINT SUMMARY LOG Point 1 Point 2 Point 2 6.2 7.7 8.7 127.1 127.9 125.2 SUMMARY OF TEST RESULTS Test Method AASHTO T -180 Maximum Dry Density (pcf) 127.9 Optimum Water Content ( %) 7.7 Unified Soil Classification SP Sample No. 3 5 7 9 11 WATER CONTENT - PERCENT OF DRY WEIGHT 13 0388 Sample Location: On -site stockpile MOISTURE - DENSITY RELATIONSHIP Sample Description: Light brown fine to medium SAND and fragmental limestone BARRY UNIVERSITY MIAMI SHORES, FLORIDA Progress Report No. 1 DUNKELBERGER engineering & testing, inc. % Passing U.S. Standard No. 200 Sieve: Tested By: AR Date: Checked By: AR Date: 06/21/11 Project: FTL -11 -0704 (40.1) 06/21/11 Sheet No.: 2 of 2 Proctor Lab ID 0388 (PR 1) DUNKEL1BERGER engineering & testing, inc. tit Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Laboratory Proctor Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 2 (Sheet 1 of 1) 6/28/2011 O.C. 7/11/2011 Juan Ramirez (954) 730-9114 Test No. 1 2 Probe Depth (in) 12 12 Field Tests Maximum Dry Density (Pc f) 1 27.9 127.9 Optimum Moisture ( %) Dry Density 7.7 7.7 (pcfl 117.8 110.4 Cone Resistance' (tsf) Moisture ( %) 11.0 10.8 Minimum Percent Required Maximum Compaction Density ( %) ( %) 95 92.1 95 86.3 Test Results Fail Fail Type of Field Density Test: Minimum Required Compaction Based on: f AASHTO T -180 (ASTM D 1557) Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. r ASTM D 1556 f ASTM D 2922 ✓ ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Test No. 2 Soil Type 6 6 Elevation 8.50 9.50 Test Location: Utility Backfill - Storm 5' West of S -2 (Retest on PR 4) 5' East of S -1 (Retest on PR 4) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: I NGVD r M SL r Other: cc: Client...(1) Juan Ramirez, E.I. Staff Engineer �,,r�1,rflltlrs,o�'s J. %` -kPS.....TE ' ®� lc • • • *. • ▪ • 0. The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G 15 -1801 1, of the Florida Administrative ate property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written% subsurface exploration, recommendations or design are expressed by this Finn. -.// I , .1!.L Tenne .T. -0t4451 ubmjttea as the confidential ?krotflr warranties with regard to Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 2.xls PR 2 DUNKELBERGER engineering & testing, inc. Al Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 3 (Sheet 1 of 1) 6/29/2011 M.O. 7/11/2011 Juan Ramirez (954) 730-9114 Test No. 1 Probe Depth (in) 12 Iboratory Procto Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture 127.9 7.7 124.9 ( %) 8.8 Minimum Required Compaction ( %) 95 Percent Maximum Density ( %) 97.7 Test Results Pass 2 12 1 27.9 7.7 126.2 9.2 95 98.7 Pass Type of Field Density Test: Minimum Required Compaction Based on: AASHTO T -180 (ASTM D 1557) Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. r ASTM D 1556 147 ASTM D 2922 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Test No. Soil Type Elevation Test Location: Utility Backfill - Storm 1 6 8.85 S -4 to S -3 - 25' West of S -4 at Centerline 2 6 7.85 S -4 to S -3 - 2' South of S -4 Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: i NGVD r M SL cc: Client...(I) r Other: Juan Ramirez, E.1. Staff Engineer ��f, y."_..._...g1�3 �oo� N S .J- 77 4, ,�N .... • FP e No 27451 L • * : — '6110' • .74 • ,' .•• The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15 -1801 I, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 3.xls PR 3 DUNKELBERGER engineering & testing, inc. oil Density Test Report Type of Field Density Test: r ASTM D 1556 17 ASTM D 2922 r ASTM D 2937 Minimum Required Compaction Based on: P AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) I Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. Test No. Soil Type Elevation Test Location: Utility Backfill Storm 1 6 2 6 6 8.50 9.50 8.50 5' North of S -5 5' North of S -5 5' South of S -3 4 6 9.50 5' South of S -3 5 6 8.50 5' West of S -2 (Retest from PR 2) 6 6 9.50 5' East of S -1 (Retest from PR 2) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade ' Juan Ramirez, E.I. 9 Base Course Staff Engineer 10 Other: NGVD r M SL r Other: cc: Client...(1) No 27451 .. *• • • ▪ • S • • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61GI5 -1801 1, of the Florida Administrative Code. This eport /I/ Wes the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this Linn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 4.xls PR 3 Project Name: Barry University Dormitory Progress Report No.: 4 (Sheet 1 of 1) Project Number: FTL -11 -0704 (40.1) Date Tested: 7/5/2011 Technician Initials: O.C. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 7/11/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730-9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Procto Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (Pct) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 127.9 7.7 122.3 - - - 6.6 95 95.6 Pass 2 12 127.9 7.7 122.9 - - - 6.8 95 96.1 Pass 3 12 127.9 7.7 123.9 - - - 6.1 95 96.9 Pass 4 12 127.9 7.7 125.4 - - - 6.0 95 98.0 Pass 5 12 127.9 7.7 125.1 - - - 6.4 95 97.8 Pass 6 12 127.9 7.7 125.9 - - - 6.9 95 98.4 Pass Type of Field Density Test: r ASTM D 1556 17 ASTM D 2922 r ASTM D 2937 Minimum Required Compaction Based on: P AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) I Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. Test No. Soil Type Elevation Test Location: Utility Backfill Storm 1 6 2 6 6 8.50 9.50 8.50 5' North of S -5 5' North of S -5 5' South of S -3 4 6 9.50 5' South of S -3 5 6 8.50 5' West of S -2 (Retest from PR 2) 6 6 9.50 5' East of S -1 (Retest from PR 2) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade ' Juan Ramirez, E.I. 9 Base Course Staff Engineer 10 Other: NGVD r M SL r Other: cc: Client...(1) No 27451 .. *• • • ▪ • S • • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61GI5 -1801 1, of the Florida Administrative Code. This eport /I/ Wes the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this Linn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 4.xls PR 3 0 DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33313 July 12, 2011 Progress Report No. 5 Page 1 of 2 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Subject: Barry University Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has performed a Limerock Bearing Ratio (LBR) test in accordance with Florida Department of Transportation test method FM 5 -515 on the stabilized subgrade materials at the above referenced project. Dunkelberger appreciates the opportunity to provide our services for this project. If we can answer any questions, please call us at 954 - 730 -9114. Very truly yours, � DUNKELBERGER ENGINEERING & TESTING 'f�, •......... • : No 27451 uan Ramirez, E.I. Trsok. J,�,, = r,!E. to Staff Engineer Priti ' 610C.∎ . ♦ �. Construction Services FL Ie�s ' i 'li: i Attachment Sheet 2- Limerock Bearing Ratio (LBR) Results - Lab ID No. 0394 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 1000 0 �v 100 m ae 10 41 J 129 c 127 0 0 L c. 125 0 a ) 123 co G 121 119 20 40 6.0 8.0 10.0 12.0 2.0 4.0 6.0 8.0 10.0 Water Content - Percent of Dry Weight 12.0 SUMMARY OF TEST RESULTS LIMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): 106 MAXIMUM DRY DENSITY (pcf): 123.0 OPTIMUM WATER CONTENT ( %): 8.1 BARRY UNIVERSITY Miami Shores, Florida D U N K E L B E R G E R engineering & testing, inc. PR NO.: 5 LAB ID: 0394 Tested By: AR. Test Date: 07/09/11 Project No.: FTL -11 -0704 , (40.1) LOCATION: East side of site by Structure #2 Checked By: J.R. Report Date: 07/12/11 Sheet No.: 2 of 2 Juan Staff .4 d `e MATERIAL: Gray brown fine to medium SAND and fragmental limestone Ramirez, E.I. Engineer - �. Thomas J. •per, P.E. FL Registration No. 27451 L8R PROJECT REQUIRMENTS: 40% FM 5-515 Limerock Bearing Ratio Manual of Florida Sampling and Testing Methods LBR 0394 r - - -- -- + - - - -- -__r - — — --- +- r 1 r t_ — r t— 1 - 20 40 6.0 8.0 10.0 12.0 2.0 4.0 6.0 8.0 10.0 Water Content - Percent of Dry Weight 12.0 SUMMARY OF TEST RESULTS LIMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): 106 MAXIMUM DRY DENSITY (pcf): 123.0 OPTIMUM WATER CONTENT ( %): 8.1 BARRY UNIVERSITY Miami Shores, Florida D U N K E L B E R G E R engineering & testing, inc. PR NO.: 5 LAB ID: 0394 Tested By: AR. Test Date: 07/09/11 Project No.: FTL -11 -0704 , (40.1) LOCATION: East side of site by Structure #2 Checked By: J.R. Report Date: 07/12/11 Sheet No.: 2 of 2 Juan Staff .4 d `e MATERIAL: Gray brown fine to medium SAND and fragmental limestone Ramirez, E.I. Engineer - �. Thomas J. •per, P.E. FL Registration No. 27451 L8R PROJECT REQUIRMENTS: 40% FM 5-515 Limerock Bearing Ratio Manual of Florida Sampling and Testing Methods LBR 0394 LBR Lab ID 0394 (PR 5).xls LBR DUNKELBERGER engineering & testing, inc. www.dunkelberger-engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33313 Attention: Sherry Werner, EPA Certified Renovator, CGC Subject: Barry University Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: July 12, 2011 Progress Report No. 6 Sheet 1 of 2 As requested, Dunkelberger Engineering & Testing, Inc. ( Dunkelberger) has provided construction materials testing services. The scope of work included: In -Place Density Testing Florida Bearing Value (FBV) Testing Concrete Set Nos. Asphalt Placement Monitoring Sieve Analysis Tests Limerock Bearing Ratio (LBR) Testing Organic Content Testing X Moisture - Density Relationship (Modified Proctor) Testing The results of the observations and /or tests are summarized on the attached sheet. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. °'4 S J. E r. •` `.••�°f° 14�g; •) .; J. 0.0. ,e`er•: PROCTOR POINT SUMMARY LOG Point 1 4.6 108.3 Point 2 5.4 109.9 Point 3 6.8 110.9 Point 4 7.8 109.9 116 SUMMARY OF TEST RESULTS Test Method AASHTO Maximum Dry Density (pcf) T -180 110.9 Optimum Water Content ( %) 6.8 Unified Soil Classification SP Sample No. 0397 106 2 4 6 8 10 WATER CONTENT PERCENT OF DRY WEIGHT 12 Sample Location: On -site stockpile MOISTURE - DENSITY RELATIONSHIP Sample Description: Light gray brown fine to medium SAND, little fragmental limestone BARRY UNIVERSITY Miami Shores, Florida Progress Report No. 6 DUNKELBERGER engineering & testing, inc. % Passing U.S. Standard No. 200 Sieve: Tested By: AR (Date: 07/11/11 Project: FTL -11 -0704 (40.1) Checked By: AR Date: 07/11/11 Sheet No.: 2 of 2 Proctor Lab ID 0397 (PR 6).xls DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33313 Attention: Subject: July 18, 2011 Progress Report No. 7 Page 1 of 2 Ms. Sherry Werner, EPA Certified Renovator, CGC Barry University Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has performed a Limerock Bearing Ratio (LBR) test in accordance with Florida Department of Transportation test method FM 5 -515 on the stabilized roadway subgrade material at the above referenced project. Dunkelberger appreciates the opportunity to provide our services for this project. If we can answer any questions, please call us at 954- 730 -9114. Very truly yours, DUNKELBERGER ENGINEERING & TESTING4 • E • S . No 27451 *• uan Ramirez, E.I. Staff Engineer Construction Services 9P. F. 7, 0 FL'I�y��` •�> 'Kr). l ii�se�eaa ° °� Attachment Sheet 2- Limerock Bearing Ratio (LBR) Results - Lab ID No. 0396 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 Limerock Bearing Ratio ( %) 1000 100 10 124 0 122 0 L U o. 120 0 a 118 c CI 116 114 1 20 40 6.0 8.0 10.0 12.0 2.0 4.0 6.0 8.0 10.0 Water Content - Percent of Dry Weight 12.0 SUMMARY OF TEST RESULTS LIMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): 108 MAXIMUM DRY DENSITY (pcf): 119.7 OPTIMUM WATER CONTENT ( %): 8.3 BARRY UNIVERSITY Miami Shores, Florida PR NO.: LAB ID: 7 0396 DUNKELBERGER engineering & testing, inc. LOCATION: In place Roadway Subgrade MATERIAL: Gray brown fine to medium SAND, some fragmental limestone Checked By J.R. I Report Date: 07/25/11 I Sheet No.: 2 of 2 orteet,t, Tested By: A.R. Test Date: 07/11/11 Project No.: KTL -11 -0704 (40.1) Juan Ramirez, E.I. Staff Engineer Thomas J. Tepper, P.E. FL Registration No. 27451 LBR PROJECT REQUIRMENTS: 100% FM 5-515 Limerock Bearing Ratio Manual of Fonda Sampling and Testing Methods LBR 0396 LBR Lab 10 0396 (PR 7) LBR } $- $ _ .0 f -F— i ■ t -- 1 4 I + I- , F__ F Y__.__.,. __I- L F __,__ __ L.. _ 20 40 6.0 8.0 10.0 12.0 2.0 4.0 6.0 8.0 10.0 Water Content - Percent of Dry Weight 12.0 SUMMARY OF TEST RESULTS LIMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): 108 MAXIMUM DRY DENSITY (pcf): 119.7 OPTIMUM WATER CONTENT ( %): 8.3 BARRY UNIVERSITY Miami Shores, Florida PR NO.: LAB ID: 7 0396 DUNKELBERGER engineering & testing, inc. LOCATION: In place Roadway Subgrade MATERIAL: Gray brown fine to medium SAND, some fragmental limestone Checked By J.R. I Report Date: 07/25/11 I Sheet No.: 2 of 2 orteet,t, Tested By: A.R. Test Date: 07/11/11 Project No.: KTL -11 -0704 (40.1) Juan Ramirez, E.I. Staff Engineer Thomas J. Tepper, P.E. FL Registration No. 27451 LBR PROJECT REQUIRMENTS: 100% FM 5-515 Limerock Bearing Ratio Manual of Fonda Sampling and Testing Methods LBR 0396 LBR Lab 10 0396 (PR 7) LBR DUNKELBERGER engineering & testing, inc. )il Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8 (Sheet 1 of 1) 6/23/2011 K.N. 7/18/2011 Juan Ramirez (954) 730 -9114 Test No. 1 2 Probe Depth (in) 12 12 Laboratory Proctor Field .Tests, Maximum Dry Density (pct) 127.9 127.9 Optimum Moisture ( %) Dry Density 7.7 7.7 (pcf) 123.1 119.5 Cone Resistance' (tsf) Moisture ( %) 5.4 5.0 Minimum Required Compaction ( %) 95 95 Percent Maximum Density ( %) 96.2 93.4 Test Results Pass Fail 3 12 1 27.9 7.7 121.7 8.1 95 95.2 Pass Type of Field Density Test: Minimum Required Compaction Based on: i AASHTO T -180 (ASTM D 1557) I Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. r ASTM D 1556 gri ASTM D 2922 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Test No. Soil Type Elevation Test Location: Utility Backfill - Storm 1 6 3.50 2' North of S -10 2 6 3.50 40' South of S -10 (Retest on PR 9) 3 6 3.50 15' North of S -8 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r M SL cc: Client...(1) Juan Ramirez, E.1. Staff Engineer E Other: 't 0%teai5u9,9Pd `,O.V' GENSF.AW ®a • No 27451 a Itt •f.14r_...r -�..� 4�' .p The original of this report was signed and sealed by the registered engineer in accordance with Rule 6I G15-18011, of the Florida Administrative Code. This report is i' ' f1M the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of :Professional Engineers Authorization No. 6870 877.643.6832 CC PR 8.xls PR 3 DU 1KELBERGER engineering & testing, inc. )oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 9 (Sheet I of 2) 7/13/2011 K.N. 8/9/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pct) Cone Resistancet (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 2 3 12 12 12 127.9 127.9 110.9 7.7 7.7 6.8 126.0 126.2 111.4 7.2 7.3 5.9 95 95 95 98.5 98.7 100 Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: f AASHTO T -180 (ASTM D 1557) Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. r ASTM D 1556 17 ASTM D 2922 ASTM D 2937 r AASHTO T -99 (ASTM D 698) Test No. Soil Type' 6 Elevation Test Location: Utility Backfill - Storm 3.50 2' North of S -10 2 6 3.50 40' South of S -10 (Retest from PR 8) 3 6 0 2' East of S -12 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) 17 Other: Juan Ramirez, E.I. Staff Engineer s�',�to®uIIt �1 s`.`OQ'S•'�' TFA,�i `,`•I•� �CENS•• lee • No 2745 -� • r • • ao • �A rid : TA .0‘stii77014(11:451 • on.a� KZ° The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -1801 1, of the Florida Administrative Code. ThiSirt44111141aal as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 9.xls PR `DU IKELBERGER engineering & testing, inc. ;oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL-1 1-0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 9 (Sheet 2 of 2) 7/13/2011 K.N. 8/9/2011 Juan Ramirez (954) 730 -9114 Test No. 4 Probe Depth (in) 12 Laboratory Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture 123 Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) 120.7 7.3 95 Percent Maximum Density ( %) 98.1 Test Results Pass Type of Field Density Test: Minimum Required Compaction Based on: f AASHTO T -180 (ASTM D 1557) Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. r ASTM D 1556 17 ASTM D 2922 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Test No. Soil Type Test Location: Utility Backfill - Water 4 5 12 4" Fire Watermain at the Siamese Connection (1st Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r M SL cc: Client...(1) RI Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer ���� °„' S Jul ir��Ii spa ..., TF ,i w,�� ,z0•: \GENSFAA���i • No 27451 S. r Z • ;Cr S l+i- y • .'.R`4T.' er�l�: X14•` FL b• 011010 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this tine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 9. xis PR 3 DUNKELBERGER engineering & testing, inc. ail Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 10 (Sheet 1 of 1) 7/14/2011 J.R. 7/18/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) 12 €boratory Proct Field Tests Maximum Dry Density (pcf) Optimum Moisture (%) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) 110.9 6,8 108.9 9.6 Minimum Required Compaction ( %) 95 Percent Maximum Density (%) 98.2 Test Results Pass 2 12 110.9 6.8 111.5 5.3 95 101 Pass Type of Field Density Test: r ASTM D 1556 1v ASTM D 2922 r ASTM D 2937 Minimum Required Compaction Based on: 1✓ AASHTO T -180 (ASTM D 1557) 1� AASHTO T -99 (ASTM D 698) Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. Test No. Soil Type Elevation Test Location: Utility Backfill - Storm 6 9.35 1' East of S -12 2 6 9.25 1' North of S -11 Elevation /Depth Referenced to: 1✓ NGVD r MSL Soil Type: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: cc: Client... (1) r Other: Juan Ramirez, E.I. Staff Engineer oolp,s J. • • Ns 27451 :0• ij'.�1 • IS fr- ee seesiO The original of this report was signed and sealed by the registered engineer in accordance with Rule 611-101, of the Florida Administrative Code. Qpf property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written appr va . ' i other warranties with regard to subsurface exploration, recommendations or design are expressed by this 6nn. Fort Lauderdale Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 as the contidential PR 10.xls PR 3 DUNKELBERGER engineering & testing, inc. DiI Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 11 (Sheet 1 of 1) 7/12/2011 O.C. 7/22/2011 Juan Ramirez (954) 730-9114 Test No. l 2 Probe Depth (in) 12 12 Laboratory ;Proctor Field Test Maximum Dry Density (pct) 123.0 123.0 Optimum Moisture Dry Density (pcf) 116.1 116.1 Cone Resistance' (tsf) Moisture ( %) 5.2 8.4 Minimum Required Compaction ( %) 98 98 Percent Maximum Density ( %) 94.4 94.4 Test Results Fail Fail Type of Field Density Test: r ASTM D 1556 > ASTM D 2922 r ASTM D 2937 Minimum Required Compaction Based on: F AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. Test No. 2 Soil Type, 8 8 Elevation 12 12 Test Location: Stabilized Roadway Subgrade 10' West of S -2 (Retest on PR 12) 40' South of S -4 (Retest on PR 12) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Cou rse 10 Other: NGVD r M SL cc: Client...(1) Juan Ramirez, E.I. Staff Engineer F7 Other: Inches Below Top of Stabilized Roadway Subgrade .�. No 27 *. MED LL)RIiLJ J . t C 1111 ;� Ii�� 1101b'a The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 1 PR 11.xIs PR11 DUNKELBERGER engineering & testing, inc. ail Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 12 (Sheet 1 of 1) 7/18/2011 K.N. 7/22/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth 2 3 4 5 6 7 (in) 12 12 12 12 12 12 12 boratory Proctor Field Tests Maximum Dry Density ( cf) Optimum Moisture ( %) Dry Density 119.7 119.7 119.7 119.7 119.7 123.0 123.0 8.1 8.1 8.1 8.1 8.1 8.1 8.1 (pct) 121.3 120.0 119.4 119.5 120.0 122.4 121.9 Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) 98 98 98 98 98 98 98 Percent Maxim um Density ( %) Test Results 101 Pass 100 Pass 99.7 Pass 99.8 Pass 100 Pass 99.5 Pass 99.1 Pass Type of Field Density Test: r ASTM D 1556 17 ASTM D 2922 r ASTM D 2937 Minimum Required Compaction Based on: AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer. Test No. 1 Soil Type 8 Elevation Test Location: Parking Area - Eas Side / Stabilized Roadway Subgrade' 12 65' North of S -2 2 8 12 5' East of S -2 3 8 12 50' South of S -2 4 8 12 45' South of S -1 8 12 5' North and 3' East of S -1 6 8 12 10' West of S -2 (Retest from PR 11) 7 8 12 40' South of S -4 (Retest from PR 11) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) i Juan Ramirez, E.I. Staff Engineer 17 Other: Inches Below Top of Stabilized Roadway Subgrade ation . 27,kw^ a sy4��confidential ties with regard to The original of this report was signed and sealed by the registered engineer in accordance with Rule 6 IG 15 -1801 1, of the Florida Administrative Code. Thif? property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. ` d ®1H4I subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 12.xIs PR11 DUNKELBERGER engineering & testing, inc. ,il Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 13 (Sheet 1 of 1) 7/19/2011 K.N. 8/16/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth 2 3 4 5 (in) 12 12 12 12 12 aboratory Proctoa Field Test Maximum Dry Density (pcf) 119.7 119.7 119.7 119.7 119.7 Optimum Moisture %) Dry Density 8.3 8.3 8.3 8.3 8.3 (�cf) 120.7 117.8 118.0 122.0 118.4 Cone Resistance' (tsf) Moisture ( %) 6.8 6.5 8.1 8.1 8.0 Minimum Required Compaction ( %) 98 98 98 98 98 Percent Maximum Density ( %) 101 98.4 98.6 102 98.9 Test Results Pass Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 t ASTM D1556 17 ASTM D6938 E ASTM D2937 f AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2245 Moisture: 715 Test No. Soil Type Elevation Test Location: East Parking Area - Stabilized Roadway. Subgrade 1 8 12 85' South of S -1 2 8 12 100' South and 10' West of S -2 3 4 5 8 8 8 12 12 12 50' North of S -4 10' North of S -4 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r-NGVD rMSL cc: Client...(1) 17 Other: Inches below top of Stabilized Roadway Subgrade Juan Ramirez, E.I. Staff Engineer ti ;t% " 40,44:10 No 2745,1 � % STA R • .. . The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative l L de.,, i, ,rp IS : submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 13.xls PR 13 DUNKELBERGER engineering & testing, inc. 'oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 14 (Sheet 1 of 1) 7/20/2011 K.N. 8/9/2011 Juan Ramirez (954) 730-9114 Test No. 1 2 Probe Depth (in) 12 12 Laboratory Proctor Field Tests Maximum Dry Density (pcf) 119.7 119.7 Optimum Moisture ( %) Dry Density 8.3 8.3 (pci) 118.1 118.0 Cone Resistance' (tsf) Moisture ( %) 8.1 8.1 Minimum Required Compaction ( %) 98 98 Percent Maximum Density ( %) 98.7 98.6 Test Results Pass Pass 3 4 5 12 12 12 119.7 119.7 119.7 8.3 8.3 8.3 121.0 122.4 118.3 8.0 7.9 7.0 98 98 98 101 102 98.8 Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 r ASTM D 1556 r ASTM D 6938 I AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 715 Test No. Soil Type Elevation Test Location: East Parking Area - Stabilized Roadway Subgrade 8 12 60' North of S -3 2 8 12 4' East and 4' North of S -3 3 8 12 3' North of S -5 4 8 12 50' East and 15' South of S -6 5 8 12 4' South of S -6 Elevation /Depth Referenced to: Sot Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) Juan Ramirez, E.I. Staff Engineer Other: Inches below top of Stabilzied Roadway Subgrade 01/4 0. V CYcktio r N 27 r s ... ni0rrt4T Tep P.E.' ax` egist atio gQ 27441-. .:!•,06; _ The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015-18011, of the Florida Administrative Code. This property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approva subsurface exploration, recommendations or design are expressed by this tine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 torp. fidential es with regard to Jpou>Psol PR 14.xls PR 14 DUNKELBERGER `engineering & testing, inc. foil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 15 (Sheet 1 of 3) 7/21/2011 J.R. 7/27/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) Laboratory Proctor `field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density 1 12 110.9 6.8 (pct) 114.9 Cone Resistance (tsf) Moisture ( %) 5.9 Minimum Required Compaction ( %) 95 Percent Maximum Density ( %) 104 Test Results Pass 2 3 4 5 6 7 8 12 12 12 12 12 12 12 110.9 110.9 110.9 110.9 110.9 110.9 110.9 6.8 6.8 6.8 6.8 6.8 6.8 6.8 109.0 110.8 111.5 117.0 107.8 111.0 107.4 4.9 8.8 6.7 7.1 8.4 11.7 9.9 95 95 95 95 95 95 95 98.3 99.9 101 106 97.2 100 96.8 Pass Pass Pass Pass Pass Pass Pass 9 12 110.9 6.8 111.4 8.7 95 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 ASTM D 1556 rw7 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2861 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 672 Test No. Soil Type Elevation Test Location: Footing Subgrade 1 10 12 Intersection of Gridlines C/6 (Column Footing) 2 10 12 Intersection of Gridlines C/5 (Column Footing) 3 10 12 Intersection of Gridlines C/4 (Column Footing) 4 10 12 Intersection of Gridlines C/3 (Column Footing) 5 10 12 Intersection of Gridlines C/2 (Column Footing) 6 10 12 Intersection of Gridlines A/3 (Wall Footing) 7 8 9 10 10 l0 12 Intersection of Gridlines A/6.4 (Wall Footing) 12 Intersection of Gridlines C/7 (Wall Footing) 12 Intersection of Gridlines F/7.8 (Wall Footing) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade NGVD E MSL cc: Client...(1) P- Other: Inches below top of Footing Subgrade too_ $ J. .♦ O•• ° \GE^►3 A'� ♦ ♦�® • No 27451 ; Juan Ramirez, E.I. i hjinas I et? Staff Engineer 15., The original of this report was signed and sealed by the registered engineer in accordance with Rude 6IG15- 18011, of the Florida Administrative Code. This refiaiskiliiiiktris the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 15PR 15 DUJ.HHELBERGER engineering & testing, inc. oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 15 (Sheet 2 of 3) 7/21/2011 J.R. 7/27/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth 10 11 12 13 14 15 16 (in) 12 12 12 12 12 12 12 La ratory Proctor Field Tests Maximum Dry Density (pet') Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) 110.9 110.9 110.9 110.9 110.9 110.9 110.9 6.8 6.8 6.8 6.8 6.8 6.8 6.8 111.4 6.9 95 111.7 7.8 95 109.8 6.6 95 106.7 5.8 95 111.9 7.3 95 111.6 6.8 95 111.9 7.5 95 Percent Maximum Density ( %) 100 Pass 101 Pass 99.0 Pass 96.2 Pass 101 Pass 101 Pass 101 Pass Test Results Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 E ASTM D 1556 C ASTM D 6938 f AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2861 [- ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 672 Test No. Soil Type Elevation Test Location: Utility Backfill - Sani ary 10 4 11.00 2' North of MH #1 11 4 11.00 10' West of MH-#1 (Sanitary Lateral) 12 4 10.68 100' South of MH #1, MH #1 to MH #2 13 4 10.35 45' North and 10' West of MH -2 Sanitary Lateral) 14 4 10.35 15 4 10.35 2' North of MH #2 10' East of MH #2, MH #2 to Existing MH 16 4 10.35 10' West of Existing MH, Existing MH to MH #2 Elevation /Depth Referenced to: Sot' Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD E MSL r Other: cc: Client...(1) • S F A 2.•,�� G A • w •• E • No 27451 t� • Juan Ramirez, E.1. �''• � irf$s ffepi Staff Engineer %�','` Regist • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-180 11, of the Florida Administrative CodeO.D Sit tt i as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written appr Mother warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 15 PR 15 (2) DUNKELBERGER 'engineering & testing, inc. oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 15 (Sheet 3 of 3) 7/21/2011 J.R. 7/27/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) atory Proctor Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moist Field Tests Minimum Moisture Required Compaction ( %) ( %) Percent Maximum Density ( %) Test Results 17 18 19 20 21 22 12 12 12 12 12 12 119.7 119.7 119.7 119.7 119.7 119.7 8.3 8.3 8.3 8.3 8.3 8.3 117.5 119.9 113.4 114.0 113.0 113.6 9.2 10.3 14.0 15.0 14.3 14.2 98 98 98 98 98 98 98.2 100 94.7 95.2 94.4 94.9 Pass Pass Fail Fail Fail Fail Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 1 ASTM D 1556 ASTM D 6938 C� AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 715 Test No. 17 18 Soil Type 8 8 Elevation 12 Test Location: Stabilized Road ay Subgrade 25' South and 30' East of CB #6 12 25' North and 30' East of CB #6 19 20 21 8 8 8 12 75' North and 10' West of CB #6 (Retest on PR 16) 12 25' South and 10' West of CB #6 (Retest on PR 16) 12 25' North and 50' West of CB #6 (Retest on PR 16) 22 8 12 25' South and 150' West of CB #6 (Retest on PR 16) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD f MSL cc: Client...(1) r Other: Juan Ramirez, E.1. Staff Engineer asn N+'� '4 Pk J. '•, ▪ O E N • • No 27451 •— o, • Pit 51 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -1801 1, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm_ Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 15 PR 15 (3) DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 16 (Sheet 1 of 4) 7/22/2011 K.N. 7/27/2011 Juan Ramirez (954) 730 -9114 Test No. 1 2 3 4 Probe Depth (in) 12 12 12 12 .aboratory Proctor Field Tests.. Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density 119.7 119.7 119.7 119.7 8.3 8.3 8.3 8.3 (pct) 117.6 123.4 123.6 119.9 Cone Resistance' (tst) Moisture ( %) 8.0 7.9 7.8 7.9 Minimum Required Compaction ( %) 98 98 98 98 Percent Maximum Density ( %) 98.2 103 103 100 Test Results Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 ASTM D 1556 1 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 Ir- ASTM D 2937 E AASHTO T -99 (ASTM D 698) Moisture: 715 Test No. Soil Type 8 Elevation 12 Test Location: Parking Area, South Side - Stabilized Roadway Subgrade 75' North and 10' West of CB #6 (Retest from PR 15) 2 8 12 25' South and 10' West of CB #6 (Retest from PR /5) 3 8 12 25' North and 150' West of CB #6 (Retest from PR 15) 4 8 12 25' south and 150' West of CB #6 (Retest from PR 15) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: I NGVD E-V MSL cc: Client...(1) Juan Ramirez, E. . Other: Inches below top of Stabilized Roadway Subgrade " a No 27451 ;9': y1•: sal • Z * ,C3 . ,c s e. ej p,` `.E. Staff Engineer ✓' FC8/4 i '.i a., • `6 7451 '114; ONA The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -180 t 1, of the Florida Administrative Code. TIP tappigi t9mitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 16 PR 16 IIUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 16 (Sheet 2 of 4) 7/22/2011 K.N. 7/27/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) Laboratory Proctor Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistances (tsf) Moist Field Tests Minimum Moisture Required Compaction ( %) ( %) Percent Maximum Density ( %) Test Results 5 6 7 8 9 10 11 12 13 14 12 12 12 12 12 12 12 12 12 12 110.9 110.9 110.9 110.9 110.9 110.9 110.9 110.9 110.9 110.9 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 6.8 Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 114.7 118.6 113.9 117.8 113.5 116.3 111.1 114.0 108.4 111.3 ASTM D 1556 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 3.0 7.8 6.7 7.6 6.4 7.5 6.7 6.2 6.5 5.1 ASTM D 6938 95 95 95 95 95 95 95 95 95 95 103 107 103 106 102 105 100 103 97.7 100 f` ASTM D 2937 i AASHTO T -99 (ASTM 2245 Moisture: 715 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass D 698) Test No. Soil Type Elevation Test Location: Footing Subgrade 5 10 12 Intersection of Gridlines B/2 6 10 12 Intersection of Gridlines C.4 /1 7 10 12 Intersection of Gridlines C.8/1.8 8 10 12 Intersection of Gridlines C.8/2 9 10 12 Intersection of Gridlines E/3.5 10 10 12 Intersection of Gridlines G/7.8 11 10 12 Intersection of Gridlines K/6 12 10 12 Intersection of Gridlines K/5 13 10 12 Intersection of Gridlines K/4 14 10 12 Intersection of G ridlines K/3 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade NGVD F MSL cc: Client...(1) i✓ Other: Inches below top of Footing Subgrade Juan Ramirez, E.1. Staff Engineer .'- _r te 51 , The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15 -1801 I, of the Florida Administrative Code. This repoo s �mined as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 _to wsis9®srro %,,•:‘,..,t41 P,5 J. TF `O�i • ��. �'•GBN`5�"= z DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 16 (Sheet 3 of 4) 7/22/2011 K.N. 7/27/2011 Juan Ramirez (954) 730-9114 Test No. 15 Probe Depth (in) 12 aboratory Proctor Field Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density 110.9 6.8 (pcf) 114.2 Cone Resistance' (tsf) Moisture ( °�°) 6.7 Tests Minimum Required Compaction ( %) 95 Percent Maximum Density ( %) 103 Test Results Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 { ASTM D 1556 IV ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 ASTM D 2937 f AASHTO T -99 (ASTM D 698) Moisture: 715 Test No. Soil Type Elevation Test Location:. Footing Subgrade 15 10 12 Intersection of Gridlines K/2 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade NGVD I MSL cc: Client...(1) 14 Other: Inches below top of Footing Subgrade ,0'11111,,,,, '-. VAC `S No 27451 •• +: • r •y'r It • / • • . de ,• �� r+r� • Ali _,,.� Juan Ramirez, E.I. • r Staf En g ineer Ri ost The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G15-1801 I, of the Florida Administrative Code. This rttkiltilitallittitras the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870' 877.643.6832 PR 16 PR 16 (3) Limerock Bearing Ratio (%) 1000 100 10 137 0 135 O a 0 :c U a- ct. 133 u) O a r a� cu w 'c r a 129 131 127 00 20 40 6.0 80 10.0 0.0 2.0 4.0 6.0 8.0 Water Content - Percent of Dry Weight 10.0 SUMMARY OF TEST RESULTS LIMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): OPTIMUM WATER CONTENT ( %): 292.9 131.4 7.0 BARRY UNIVERSITY DORMITORY Miami Shores, Florida PR NO.: LAB ID: 16 0400 DUNKELBERGER engineering & testing, inc. LOCATION: On -site stockpile at East Parking Area S -2 Tested By: A.R. Checked By: J.R. Report Date: 07/27/11 I Sheet No.: Test Date: 07/22/11 Project No.: FTL -11 -0704 (40.1) 4 of 4 MATERIAL: White crushed limerock Juan Ramire , E.I. Thomas J. epper, P.E. Staff Engineer FL Registration No. 27451 FM 5-515 Limerock Bearing Ratio Manual of Florida Sampling and Testing Methods LBR 0400 cc' Client ...(1) LBR Lab ID 0400 (PR 16) LBR - - i.r = - L-:-"-_-:-..---- r — 4 - -- - - -Y- - -- _ "Y ' -- _? - - - T 00 20 40 6.0 80 10.0 0.0 2.0 4.0 6.0 8.0 Water Content - Percent of Dry Weight 10.0 SUMMARY OF TEST RESULTS LIMEROCK BEARING RATIO MAXIMUM LBR VALUE ( %): MAXIMUM DRY DENSITY (pcf): OPTIMUM WATER CONTENT ( %): 292.9 131.4 7.0 BARRY UNIVERSITY DORMITORY Miami Shores, Florida PR NO.: LAB ID: 16 0400 DUNKELBERGER engineering & testing, inc. LOCATION: On -site stockpile at East Parking Area S -2 Tested By: A.R. Checked By: J.R. Report Date: 07/27/11 I Sheet No.: Test Date: 07/22/11 Project No.: FTL -11 -0704 (40.1) 4 of 4 MATERIAL: White crushed limerock Juan Ramire , E.I. Thomas J. epper, P.E. Staff Engineer FL Registration No. 27451 FM 5-515 Limerock Bearing Ratio Manual of Florida Sampling and Testing Methods LBR 0400 cc' Client ...(1) LBR Lab ID 0400 (PR 16) LBR DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 17 (Sheet 1 of 1) 12/25/1901 K.N. 7/27/2011 Juan Ramirez (954) 730 -9114 Test No. Probe Depth (in) aboratory Procto. field -Test Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pci) Cone Resistance' (tst) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 12 110.9 6.8 114.6 6.3 95 103 Pass 2 12 110.9 6.8 114.7 6.6 95 103 3 12 110.9 6.8 113.4 6.1 95 102 Pass Pass 4 12 110.9 6.8 113.9 6.3 95 103 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 1 ASTM D 1556 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 715 Test No. Soil Type Elevation Test Location: Footing Subgrade 1 10 12 Intersection of Gridlines J/5 2 10 12 Intersection of Gridlines E.5/5 3 10 12 Intersection of Gridlines C/5 4 10 12 Intersection of Gridlines E/3.8 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade C- NGVD (� MSL cc: Client...(1) Ri Other: Inches below top of Footing Subgrade Juan Ramirez, .I. Staff Engineer ay�,._citrrr�i • No 27451 L?� ♦:. • AP":1411V,1 4.41):1 1.11 • t f ' a The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This repdc H� �tr! confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this finn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 17 PR 17 DUNKELBERGER engineering & testing, inc. oil Density Test Report Type of Fseld Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 Test No. 1 ASTM D 1556 P. ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 715 Soil Type Elevation Test Location: East Parking Area - Base Course 9 6 2 9 6 60' North and 30' West S -2 3' North of S -2 3 9 6 60' South and 30' West of S -2 4 9 6 30' North of S -1 5 9 3' South of S -1 6 9 6 95' South of S -1 7 9 6 30' North of S -3 8 9 6 30' South and S -3 9 9 6 15' South and 10' East of S -4 10 9 6 60' North of S -4 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) Juan Ramirez, .1. Staff Engineer 1 Other: Inches Below Top of Base Course o'goearor ®114.1 e exP J. T e, • , No 27 1 '• • • ;ThtTJET4Fer, FR, The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-180 I 1, of the Florida Administrative Code. Thislgoths. e confidential R property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. +o o er warranties with regard to subsurface exploration, recommendations or design are expressed by this Linn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 18.xls PR 18 Project Name: Barry University Dormitory Progress Report No.: 18 (Sheet 1 of 2) Project Number: FTL -11 -0704 (40.1) Date Tested: 7/26/2011 Technician Initials: K.N. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 8/9/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (Pct) Optimum Moisture ( %) Dry Density (Pct) Cone Resistances (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 6 131.4 7.0 133.8 4.6 98 102 Pass 2 6 131.4 7.0 132.9 4.1 98 101 Pass 3 6 131.4 7.0 130.9 4.3 98 99.6 Pass 4 6 131.4 7.0 137.4 3.9 98 105 Pass 5 6 131.4 7.0 131.0 4.7 98 99.7 Pass 6 6 131.4 7.0 129.2 7.2 98 98.3 Pass 7 6 131.4 7.0 137.2 7.8 98 104 Pass 8 6 131.4 7.0 132.9 4.7 98 101 Pass 9 6 131.4 7.0 132.0 4.6 98 100 Pass 10 6 131.4 7.0 131.1 4.9 98 99.8 Pass Type of Fseld Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 Test No. 1 ASTM D 1556 P. ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 715 Soil Type Elevation Test Location: East Parking Area - Base Course 9 6 2 9 6 60' North and 30' West S -2 3' North of S -2 3 9 6 60' South and 30' West of S -2 4 9 6 30' North of S -1 5 9 3' South of S -1 6 9 6 95' South of S -1 7 9 6 30' North of S -3 8 9 6 30' South and S -3 9 9 6 15' South and 10' East of S -4 10 9 6 60' North of S -4 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) Juan Ramirez, .1. Staff Engineer 1 Other: Inches Below Top of Base Course o'goearor ®114.1 e exP J. T e, • , No 27 1 '• • • ;ThtTJET4Fer, FR, The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-180 I 1, of the Florida Administrative Code. Thislgoths. e confidential R property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. +o o er warranties with regard to subsurface exploration, recommendations or design are expressed by this Linn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 18.xls PR 18 IUNKELBERGER engineering & testing, inc. it Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 18 (Sheet 2 of 2) 7/26/2011 K.N. 7/29/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) aboratoryProcto Field Tes Maximum Dry Density (pct) Optimum Moisture 11 12 13 12 12 12 14 15 16 12 12 12 110.9 110.9 110.9 110.9 110.9 110.9 ( %) 6.8 6.8 6.8 6.8 6.8 6.8 Dry Density (pcf) 118.6 117.8 106.7 112.4 107.5 112.5 Cone Resistance' (tsl) Moisture ( %) 6.4 6.1 6.6 4.3 5.9 6.0 Minimum Required Compaction ( %) 95 95 95 95 95 95 Percent Maximum Density ( %) 107 106 96.2 101 96.9 101 Test Results Pass Pass Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 36817 ASTM D 1556 r ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2245 fl ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 715 Test No. Soil Type Elevation Test Location: Column Pads - Footing Subgrade 11 10 12 Intersection of Gridlines J.2/6.4 12 10 12 Intersection of Gridlines G.8/6.4 13 10 12 Intersection of Gridlines J.2/2 14 15 16 l0 10 10 12 12 12 Intersection of Gridlines K/1 Intersection of Gridlines L.5/2 Intersection of Gridlines M/4 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade I NGVD 1 MSL cc: Client...(1) r Other: Inches Below Top of Footing Subgrade Juan Ramirez, E.I. Staff Engineer _ twill 211 29 4 ,�$4,)„.• .\ G E NS ,O i • No 27451 \ r, ° . . • di, • • F '• '_CDho"u s pa►, P.E The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G 15 -1801 I, of the Florida Administrative Code. This report confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 18.xrs PR 18 (2) DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner EPA Certified Renovator, CGC Subject: Barry University Dormitory Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: July 29, 2011 Progress Report No. 19 Page 1 of 2 As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has provided construction materials testing services. The scope of work included: In -Place Density Testing Concrete Set Nos. Sieve Analysis Tests Organic Content Testing Florida Bearing Value (FBV) Testing X Asphalt Placement Monitoring Limerock Bearing Ratio (LBR) Testing Moisture - Density Relationship (Modified Proctor) Testing The results of the observations and /or tests are summarized on the attached sheets. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. uan Ramirez, E.I. Staff Engineer • NO 27451 `9 i IS Thomas J. -�� - r,Ll;;Eq t 0..•• � �� Principal Eng 'ioNA -1 :04 v�o FL Registration % /aUd$" ° °° Attachment: Sheets 2 - Asphaltic Concrete Paving Inspection Report State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER engineering & testing, inc. Asphaltic Concrete Paving Inspection Project Name: Barry University Dormitory Project No.: FTL -11 -0704 (40.1) Sheet 2 Date: 7.27.2011 Truck No. Tonnage Temp. ( °F.) Location DT 12 21.950 295 °F 90' South of S -1, Outer West Lane Next to Building DT 33 22.050 302 °F 30' South of S -2, Parking Space DT 34 22.000 298 °F From S -2 to Existing CB Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 26 (Rev. 05/13/2008) DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner EPA Certified Renovator, CGC Subject: Barry University Dormitory Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: July 29, 2011 Progress Report No. 20 Page 1 of 2 As requested, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has provided construction materials testing services. The scope of work included: In -Place Density Testing Florida Bearing Value (FBV) Testing Concrete Set Nos. X Asphalt Placement Monitoring Sieve Analysis Tests Limerock Bearing Ratio (LBR) Testing Organic Content Testing Moisture - Density Relationship (Modified Proctor) Testing The results of the observations and /or tests are summarized on the attached sheets. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. JCian Ramirez, E.I. Staff Engineer AzZ1/4.� •E jl1F .ttS • IVo 27451 STAT. • Thomas J. Te A1. EN�� Principal Engineerrd0»3fa+1' 0 FL Registration No. 27451 11110 higik Attachment: Sheets 2 - Asphaltic Concrete Paving Inspection Report State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 • DUNKELBERGER engineering & testing, inc. Asphaltic Concrete Paving Inspection Project Name: Barry University Dormitory Project No.: FTL -11 -0704 (40.1) Sheet 2 Date: 7.28.2011 Truck No. Tonnage Temp. ( °F.) Location DT 11 20.96 305 °F 10' North and 20' South of S -4 r DT 18 20.86 309 °F 30' North of S -4 DT 12 22.00 310 °F 15' North and 10' West of S -3 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 26 (Rev. 05/13/2008) DI NKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 20 (Sheet 1 of 2) 8/3/2011 J.A. 8/9/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth 2 3 4 5 6 (in) 12 12 12 12 12 12 Laboratory Proctor leld Tests Maximum Dry Density (pct) 110.9 110.9 110.9 110.9 110.9 110.9 Optimum Moisture (%) Dry Density (pcf) Cone Resistances (tsf) Minimum Moisture Required Compaction ( %) ( %) 6.8 6.8 6.8 6.8 6.8 6.8 109.1 6.8 98 110.1 7.5 98 111.1 7.1 98 110.5 6.5 98 109.5 6.1 98 109.8 7.2 98 Percent Maximum Density ( %) 98.4 Pass 99.3 Pass 100 Pass 99.6 Pass 98.7 Pass 99.0 Pass Test Results Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D 1556 I✓ ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2271 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 628 Test No. Soil Type Test Location; Northwest 2nd Avenue - iltili Backfill 2 3 5 5 5 12 12 12 STA 7 + 00, 6' Left (1st Lift) STA 6 + 90, 6' Left (2nd Lift) STA 6 + 50, 6' Left (1st Lift) 4 5 12 STA 6 + 40, 6' Left (2nd Lift) 5 12 STA 6 + 20, 6' Left (1st Lift) 5 12 STA 6 + 00, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r- NGVD 11 MSL cc: Client...(I) Other: Inches Below Top Utility Backfill Juan Ramirez, E.I. Staff Engineer ..r,e.0.•••‘C E N&iz..05...;:s : No 27451 •* S The original of this report was signed and sealed by the registered engineer in accordance with Rule 6115-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this tine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 20 PR 20 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 20 (Sheet 2 of 2) 8/3/2011 J.A. 8/9/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) rato Maximum Dry Density (pcf) Proctor '! Optimum Moisture ( %) 7 6 127.9 7.7 Dry Density (pcf) 8 6 127.9 7.7 126.5 127.2 Cone Resistance' (tsf) Field Test Moisture ( %) Minimum Required Compaction (%) Percent Maximum Density ( %) Test Results 6.8 98 98.9 7.3 98 99.5 Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D 1556 Rao ASTM D 6938 f AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: { ASTM D 2937 AASHTO T -99 (ASTM D 698) 2271 Moisture: 628 Test No. 7 Soil Type. 9 Elevation 6 Test Loca low Northwes 2nd Avenue - Base Course STA 7 + 00, 6' Left (1st Lift) 8 9 6 STA 6 + 00, 6' Left (2nd Lift) Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: E NGVD I MSL cc: Client...(1) v Other: Inches Below Top of Base Course O� �� °,�• ••jC E AN;40%, • w�► !V� 27451 t • s Juan Ramirez, E.I. �•• rom. pper Staff Engineer a�, � j•, ,. itsto txt 51 glig% The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida. Administrative Code. This Win WaitEd as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 20 PR 20 (2) 'DUNKELUERGER engineering & testing, inc. )il Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 21 (Sheet 1 of 4) 7/28/2011 K.N. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) ratory Proctor Fiel d Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density (%) Test Results 1 6 131.4 7.0 135.8 3.6 98 103 Pass 2 6 131.4 7.0 136.2 6.2 98 104 Pass 3 6 131.4 7.0 135.8 5.0 98 103 Pass 4 6 131.4 7.0 131.5 6.2 98 100 Pass 5 6 131.4 7.0 136.5 5.4 98 104 Pass 6 6 131.4 7.0 129.7 6.2 98 98.7 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 i✓ ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 23395 Moisture: 651 Test No. Soil Type Elevation Test Location: South Parking Area - Base Course 1 9 6 4' East of S -5 2 9 6 60' West and 20' South of S -5 3 9 6 4' North of S -6 4 9 6 65' West and 15' South of S -6 5 9 6 60' East and 10' North of S -7 9 6 30' South of S -7 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) Other: Inches Below Top of Base Course •• J. . ° °��O•VNCENSF'AF��. No 27451 ••• 9 ro • t!t• r ; • • ' ATE Juan Ramirez, E.I. •:, •• • omas J. Tip Staff Engineer i�"k' 1131 rt' �t s TrlI � The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This repo mltted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 °451 PR 21.xIs PR 21 DUNKELBERGER engineering & testing, inc. A1 Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 21 (Sheet 2 of 4) 7/28/2011 K.N. 8/15/2011 Juan Ramirez (954) 730 -9114 Test No. Probe Depth (in) Laboratory Proeto eld Tests Maximum Dry Density (pct) Optimum Moisture (%) Dry Density (pefl Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 7 8 9 12 12 12 110.9 110.9 110.9 6.8 6.8 6.8 112.5 113.4 112.4 6.6 5.9 6.6 95 95 95 101 102 101 Pass Pass Pass 10 11 12 12 12 12 110.9 110.9 110.9 6.8 6.8 6.8 116.0 116.1 113.4 6.5 6.7 6.8 95 95 95 105 105 102 Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. E ASTM D 1556 17 ASTM D 6938 • AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: • ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: Test No. Soil Type Elevation Test Location: Column Footings • Footing Subgrade 7 10 12 Intersection of Gridlines G.8/6.4 8 10 12 Intersection of Gridlines J.2/6.4 9 10 12 Intersection of Gridlines G/4.5 l0 10 12 Intersection of Gridlines G.4/4.5 11 10 12 Intersection of Gridlines G.9/4.5 12 10 12 Interssection of Gridlines F/4.5 Elevation /Depth Referenced to: ......._..........._ ........ Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade I- NGVD r MSL cc: Client...(1) r Other: Inches Below Top of Footing Subgrade Juan Ramirez, E.I. Staff Engineer °O•••. ,cs oottimio • O 7,5,1 % • S. • V Y m. •.l. Re istr t' n The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Cod �'APOt its�,as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written apP(o 'M tiU 6!h r warranties with regard to subsurface exploration, recommendations or design are expressed by this Finn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 51 PR 21.xls PR 21 (2) 'DUNKELBERGER engineering & testing, inc. ail Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 21 (Sheet 3 of 4) 7/28/2011 K.N. 8/15/2011 Juan Ramirez (954) 730 -9114 Test No. Probe Depth 13 14 15 16 17 (in) 12 12 12 12 12 Laboratory Practo ield Test Maximum Dry Density (pcf) 110.9 110.9 110.9 110.9 110.9 Optimum Moisture ( %) 6.8 6.8 6.8 6.8 6.8 Dry Density (pcf) 117.0 114.5 112.9 113.6 113.7 Cone Resistance' (tst) Moisture ( %) Minimum Required Compaction (%) 6.0 5.8 4.9 4.0 4.2 95 95 95 95 95 Percent Maximum Density ( %) 106 103 102 102 103 Test Results Pass Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. r ASTM D 1556 1 ASTM D 6938 i AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: ✓ ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: Test No. Soil Type Elevation Test Location: South of Parking Area - Sidewalk Subgrade 13 10 12 20' East of Entrance at Northwest 2nd Avenue 14 10 12 120' East of Entrance at Northwest 2nd Avenue 15 10 12 180' East of Entrance at Northwest 2nd Avenue 16 10 12 240' East of Entrance at Northwest 2nd Avenue 17 10 12 300' East of Entrance at Northwest 2nd Avenue Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Sidewalk Subgrade r- NGVD r MSL cc: Client...(1) Other: Inches Below Top of Sidewalk Subgrade ¶0010it3tO,% .eNZ` ).*** G E S+iZ. A�i�°i .1? No 27451 •� 4 • • • d• Juan Ramirez, E.I. o O : '1� ,t J. Fppetlft Staff Engineer ° ° °e�te�ist a ' A.',�' S 1 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. rim ht as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approv !It ent er warranties with regard to subsurface exploration, recommendations or design are expressed by this tinn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 21. xls PR 21 (3) "DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 21 (Sheet 4 of 4) 7/28/2011 K.N. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth 18 19 20 (in) 12 12 12 Laboratory Procto Field Tests ; Maximum Dry Density (pcf) 110.9 110.9 110.9 Optimum Moisture ( %) Dry Density 6.8 6.8 6.8 (pcf) 113.4 112.1 1 09.7 Cone Resistance' (tsfj Moisture ( %) 5.9 6.7 6.0 Minimum Required Compaction ( %) 95 95 95 Percent Maximum Density ( %) 102 101 98.9 Test Results Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ✓ ASTM D 1556 Fi ASTM D 6938 ?� AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 632 ✓ ASTM D 2937 • AASHTO T -99 (ASTM D 698) Moisture: 2283 Test No. Soil Type Elevation Test Location: South Side of Building (Kolasa Hall) Sidewalk Subgrade 22 10 12 West End of Building 23 10 12 Cener of Building 24 10 12 East End of Building Elevation /Depth Referenced to: Soil; Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Sidewalk Subgrade E NGVD r MSL cc: Client...(I) 1✓ Other: Inches Below Top of Sidewalk Subgrade Juan Ramirez, E.I. Staff Engineer • p • Tho Q F� I rreico lo. e♦ s J. Tepper, PPE. OW OW The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15 -1801 I, of the Florida Administrative Code�j�h r� •'iS /S�ARI ntidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written aa}tliv ALe ith regard to subsurface exploration, recommendations or design are expressed by this firm. YQl1111N‘• Fort Lauderdale Port St. Lucie • West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 21.xts PR 21 (4) DUNKELBERGER engineering & testing, inc. soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 22 (Sheet 1 of 1) 8/1/2011 J.A. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) :Laboratory Proctor Field,Tesis Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 12 110.9 6.8 112.3 5.8 95 101 2 12 110.9 6.8 111.7 6.5 95 101 Pass Pass 3 12 110.9 6.8 112.1 6.1 95 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 23475 Moisture: 633 Test No. Soil Type Elevation Test Location: - Footing' 1 10 12 2' South and 1' East of the Northwest Corner of Chiller Room 2 10 12 1' West and 4' North of the Southeast Corner of Chiller Room 3 10 12 Center of Elevator Shaft Footing Area Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade r NGVD r MSL cc: Client...(1) Other: Inches Below Top of Footing Subgrade Juan Ramirez, E.1. Staff Engineer t No 27451 w • s • ro • 1113 s ▪ • 1..0% r s . ITep �t .,. /ANAL The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. 't(dus;gppfl %` iTted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 22.xls PR 22 DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner EPA Certified Renovator, CGC Subject: Barry University Dormitory Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: August 15, 2011 Progress Report No. 23 Page 1 of 2 As requested, Dunkelberger Engineering & Testing, Inc. ( Dunkelberger) has provided construction materials testing services. The scope of work included: In -Place Density Testing Concrete Set Nos. Sieve Analysis Tests Organic Content Testing Florida Bearing Value (FBV) Testing X Asphalt Placement Monitoring Limerock Bearing Ratio (LBR) Testing Moisture - Density Relationship (Modified Proctor) Testing The results of the observations and /or tests are summarized on the attached sheets. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. S : No 27451 * WIN * •* S it l0 : eill n Ramirez, E.I. Thomas J's t•,, C� �` Staff Engineer Principal Eri :Ir ,� NAt -E∎.0- FL Registration 46!n°4111 eJi7 /11 Attachment: Sheets 2 - Asphaltic Concrete Paving Inspection Report State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER engineering & testing, inc. Asphaltic Concrete Paving Inspection Project Name: Barry University Dormitory Project No.: FTL -11 -0704 (40.1) Sheet 2 Date: 8.1.2011 Truck No. Tonnage Temp. ( °F.) Location 19 21.89 320 °F 80' South and 2' West of CB #l, East Parking Lot (1st Lift), East of John & Neta Kolasa Hall. 36 22.02 318 °F 40' West and 4' South of CB #5, South Parking Lot on Kolasa Hall (1st Lift). 10 21.10 320 °F 10' West and 4' North of CB #5, South Parking Lot on Kolasa Hall (1st Lift). 30 20.65 330 °F 8' North and 3' West of CB #5, South Parking Lot on Kolasa Hall, Center of Parking Area (1st Lift). 19 21.89 323 °F 80' South and 4' West of CB #1, East Parking Lot Entrance, Just East of Kolasa Hall, (1st Lift) Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 26 (Rev. 05/13/2008) II UNKELBERRER engineering & testing, inc. ail Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D 1556 C ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 628 E ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 2275 Test No. Soil Type Elevation Test Locatio n: NW 2nd Avenue - Utility Backfil 1 5 12 STA 5 + 90, 6' Left (1st Lift) 2 5 12 STA 5 + 90, 6' Left (2nd Lift) 3 5 12 STA 5 + 70, 6' Left (I st Lift) 4 5 12 STA 5 + 70, 6' Left (2nd Lift) 5 5 12 STA 5 + 50, 6' Left (1st Lift) 5 12 STA 5 + 50, 6' Left (2nd Lift) 7 5 12 STA 5 + 40, 6' Left (1st Lift) 8 5 12 STA 5 + 40, 6' Left (2nd Gift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD rMSL cc: Client...( l) A'?" Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer a 00 • �1, T♦ P♦ • �� to +w�i •• Cl:JVS;.��ii •L( No 27451 ;� • ., :. ,,o'er 5' • T • or' cs /,�s`'�OAfLI The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG 15-1801 I, of the Florida Administrative Code. Thterfflinititsatras the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 24 PR 24 Project Name: Barry University Dormitory Progress Report No.: 24 (Sheet 1 of 2) Project Number: FTL- 11- 0704(40.1) Date Tested: 8/4/2011 Technician Initials: J.A. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 8/10/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 111.2 7.3 98 100 Pass 2 12 110.9 6.8 112.4 6.9 98 101 Pass 3 12 110.9 6.8 111.8 7.8 98 101 Pass 4 12 110.9 6.8 112.1 8.1 98 101 Pass 5 12 110.9 6.8 109.5 7.4 98 98.7 Pass 6 12 110.9 6.8 110.9 6.5 98 100 Pass 7 12 110.9 6.8 111.3 6.8 98 100 Pass 8 12 110.9 6.8 111.7 6.3 98 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D 1556 C ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 628 E ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 2275 Test No. Soil Type Elevation Test Locatio n: NW 2nd Avenue - Utility Backfil 1 5 12 STA 5 + 90, 6' Left (1st Lift) 2 5 12 STA 5 + 90, 6' Left (2nd Lift) 3 5 12 STA 5 + 70, 6' Left (I st Lift) 4 5 12 STA 5 + 70, 6' Left (2nd Lift) 5 5 12 STA 5 + 50, 6' Left (1st Lift) 5 12 STA 5 + 50, 6' Left (2nd Lift) 7 5 12 STA 5 + 40, 6' Left (1st Lift) 8 5 12 STA 5 + 40, 6' Left (2nd Gift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD rMSL cc: Client...( l) A'?" Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer a 00 • �1, T♦ P♦ • �� to +w�i •• Cl:JVS;.��ii •L( No 27451 ;� • ., :. ,,o'er 5' • T • or' cs /,�s`'�OAfLI The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG 15-1801 I, of the Florida Administrative Code. Thterfflinititsatras the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 24 PR 24 - DUNKELBERGER engineering & testing, inc. ail Density Test Report Project Name: Barry University Dormitory Progress Report No.: 24 (Sheet 2 of 2) Project Number: FTL -11 -0704 (40.1) Date Tested: 8/4/2011 Technician Initials: J.A. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 8/16/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor :. .:.. , Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 9 6 131.4 7.0 129.7 9.2 98 98.7 Pass 10 6 131.4 7.0 130.6 5.5 98 99.4 Pass 11 6 131.4 7.0 130.2 6.0 98 99.1 Pass 12 6 131.4 7.0 131.7 5.7 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r- ASTM D 1556 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 628 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 2275 Test No. 9 10 Soil Type Elevation Test Location: Base Course 9 6 STA 5 + 90, 6' Left (1st Lift) 9 6 STA 5 + 85, 6' Left (2nd Lift) 11 9 6 STA 5 + 60, 6' Left (1st Lift) 12 9 6 STA 5 + 50, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: I" NG VD r- M SL cc: Client...( 1) 9. Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer `��,�t�A`S. '" r�A *,�i No 27451 • • Q� s�J. .per .0 re lyt The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015- 18011, of the Florida Administrative Code. Tln 4IT ¢psittitlad as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 24 PR 24 (2) DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: 25 (Sheet 1 of 4) Revised Date Tested: 8/5/2011 Technician Initials: J.R. / J.A. Report Date: Project Manager: Contact Number: 8/24/2011 Juan Ramirez (954) 730-9114 Test No. l 2 Probe Depth (in) 12 12 aboratory Prod Yield Tes Maximum Dry Density (pcf) 110.9 110.9 Optimum Moisture (%) Dry Density 6.8 6.8 (pct) 112.0 111.9 Cone Resistance' (tsf) Moisture ( %) 8.6 9.0 Minimum Required Compaction ( %) 95 95 Percent Maximum Density ( %) 101 101 Test Results Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 Test No. Soil Type Elevation • ASTM D 1556 ASTM D 6938 • AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 23395 Test Location: Footing Subgrade ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 651 10 12 Intersection of Gridlines K/7 10 12 Intersection of Gridlines M/6.4 Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Footing Subgrade ! NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Footing Subgrade Juan Ramirez, E.1. Staff Engineer % 0oe‘q� ®�p�SoDbcdJeJJO S • i 4 27 4 =.. • 13 :Th®tTa% ��•RQ�i tratio The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-1801 I, of the Florida Administrative Code. This property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 e confidential warranties with regard to PR axis PR 25 `DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: 25 (Sheet 2 of 4) Revised Date Tested: 8/5/2011 Technician Initials: J.R. / J.A. Report Date: 8/24/2011 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Test No. Probe Depth (in) rata roctor` Meld Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moisture ( %) 3 12 110.9 6.8 106.7 8.7 Minimum Required Compaction ( %) 98 Percent Maximum Density ( %) Test Results 96.2 Fail 4 12 110.9 6.8 108.2 9.4 98 97.6 Fail 5 12 110.9 6.8 109.4 7.6 98 98.6 Pass 6 12 110.9 6.8 111.2 8.0 98 100 7 12 110.9 6.8 111.4 7.9 98 100 Pass Pass 8 9 10 11 12 12 12 12 110.9 110.9 110.9 110.9 6.8 6.8 6.8 6.8 6.5 7.1 6.3 6.9 98 98 98 98 101 100 100 101 Pass Pass Pass Pass 12 12 110.9 6.8 1 12.1 7.8 98 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. r ASTM D 1556 ASTM D 6938 17 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: ✓ ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: Test No. Soil Type Elevation 3 5 12 Test Location: NW 2nd Avenue - Utility Backfill STA 5 + 40, 6' Left (1st Lift) (Retest on PR 32) Water 4 5 12 STA 5 + 40, 6' Left (2nd Lift) (Retest on PR 32) 5 5 12 STA 5 + 30, 6' Left (1st Lift) 6 5 12 STA 5 + 30, 6' Left (2nd Lift) 7 5 12 STA 5 + 00, 6' Left (1st Lift) 8 5 12 STA 5 + 00, 6' Left (2nd Lift) 9 5 12 STA 4 + 90, 6' Left (1st Lift) 10 5 12 STA 4 + 90, 6' Left (2nd Lift) 11 5 12 STA 4 + 60, 6' Left (I st Lift) 12 5 12 STA 4 + 60, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Backfill Juan Ramirez, E.1. Staff Engineer : No 27451 *. • • ▪ • 1:6°- • • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-1801 1, of the Florida Administrative Code. TOO MitAt ted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or desibm are expressed by this inn. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 25.15 PR 25 (2) DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: 25 (Sheet 3 of 4) Revised Date Tested: 8/5/2011 Technician Initials: J.R. / A.R. Report Date: Project Manager: Contact Number: 8/24/2011 Juan Ramirez (954) 730 -9114 Test No. 13 Probe Depth (in) 12 Laboratory Proctor Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Density (pct) Cone Resistance' (tsf) Moisture ( %) 110.9 6.8 111.5 6.8 Minimum Required Compaction ( %) 98 Percent Maximum Density ( %) 101 Test Results Pass 14 12 110.9 6.8 111.8 7.5 98 101 Pass 15 12 110.9 6.8 112.3 7.2 98 101 16 12 110.9 6.8 111.8 6.8 98 101 Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. r ASTM D 1556 17 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: Test No. Soil Type Elevation Test Location: Northwes 2nd Avenue - Utility Backfill - Water 13 5 12 STA 4 + 40, 6' Left (1st Lift) 14 15 5 12 5 12 STA 4 + 40, 6' Left (2nd Lift) STA 4 + 00, 6' Left (1st Lift) 16 5 12 STA 4 + 00, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: L NGVD r MSL cc: Client...(1) 1✓ Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer %qB 1101/4 " • . P EL •s ✓`� No 274151 s • s The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-I801 I, of the Florida Administrative Code. This report is ilitilihnailticonfidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 25.xls PR 25 (3) DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: 25 (Sheet 4 of 4) Revised Date Tested: 8/5/2011 Technician Initials: J.R. / A.R. Report Date: 8/24/2011 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Test No. 17 Probe Depth (in) 6 Laboratory Proctor Field Tests Maximum Dry Density (pet) Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tst) Moisture ( %) 131.4 7.0 130.7 6.7 Minimum Required Compaction ( %) 98 Percent Maximum Density ( %) 99.5 Test Results Pass 18 19 20 6 6 6 131.4 131.4 131.4 7.0 7.0 7.0 131.4 129.2 129.8 6.3 6.8 7.3 98 98 98 100 98.3 98.8 Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 RI ASTM D 6938 r AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 632 ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 2283 Test No. Soil Type,' Elevation Tes Location: Northwest 2nd Avenue - Base Course 17 9 6 STA 5 + 30, 6' Right (1st Lift) 18 9 6 STA 5 + 20, 6' Right (2nd Lift) 19 9 6 STA 5 + 15, 6' Right (1st Lift) 20 9 6 STA 5 + 10, 6' Right (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: E NGVD M SL cc: Client...(1) 1 Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer vos '0 • Thom The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code 0J4 property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written ap t6Rhi eitiVaties with regard to subsurface exploration, recommendations or design are expressed by this tine. !!! Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 J. Tepper, tr.1 t YM1o.oy$ CtAonfidential PR 25.x15 PR 25 (4) 4 BUUNKELBERGER engineering & testing, inc. ail Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 26 (Sheet 1 of 2) 8/8/2011 J.A. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) boratory Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 111.3 7.3 98 100 Pass 2 12 110.9 6.8 111.5 7.7 98 101 Pass 3 12 110.9 6.8 110.9 8.5 98 100 Pass 4 12 110.9 6.8 110.5 8.1 98 99.6 Pass 5 12 110.9 6.8 110.1 7.6 98 99.3 Pass 6 12 110.9 6.8 109.7 8.8 98 98.9 Pass 7 12 110.9 6.8 111.7 7.3 98 101 Pass 8 12 110.9 6.8 111.3 8.4 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 j ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 629 ASTM D 2937 1 AASHTO T -99 (ASTM D 698) Moisture: 2273 Test No. Soil Type Elevation Test Location: NW 2nd Avenue - Utility Backfill - Water 1 5 12 STA 3 + 90, 6' Left (1st Lift) 2 5 12 STA 3 + 90, 6' Left (2nd Lift) 3 5 12 STA 3 + 80, 6' Left (1st Lift) 5 12 STA 3 + 80, 6' Left (2nd Lift) 5 5 12 STA 3 + 70, 6' Left (1st Lift) 6 5 12 STA 3 + 70, 6' Left (2nd Lift) 7 5 12 STA 3 + 60.6' Left (1st Lift) 8 5 12 STA 3 + 60, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) i Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer •► *1111110 2 Z �No 0 i * • +• • k• • MS • ST F6. Re 1 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -1801 1, of the Florida Administrative CCM', property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 N P.E. 27451 o��om tted as the confidential other warranties with regard to PR 26.4s PR 26 DVNKELBERGER engineering & testing, inc. oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 26 (Sheet 2 of 2) 8/8/2011 J.A. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. 9 Probe Depth (in) 6 Laboratory Proctor Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pct) Cone Resistance' (tsf) Moisture 131.4 7.0 130.9 ( %) 7.4 Minimum Required Compaction ( %) 98 Percent Maximum Density ( %) 99.6 Test Results Pass 10 6 131.4 7.0 131.5 6.7 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 • ASTM D 1556 ASTM D 6938 f AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 629 ASTM D 2937 r- AASHTO T -99 (ASTM D 698) Moisture: 2273 Test No. Soil Type Elevation Test Location:: NW 2nd Avenue - Base Course 9 9 6 STA 3 + 90, 6' Left (1st Lift) 10 9 6 STA 3 + 80, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G I5- (8011, of the Florida Administrative property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale Port St. Lucie • West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 ,`x.001111114 ``:��.: �G Litt ,i �i No 27451 • ▪ • •* =y... ST or !,��11l ias J. Tepper, aa Code. This report to 11110 ted as `he confidential written approval. No other warranties with regard to • Sarasota No. 6870 PR 26. xis PR 26 (2) 3IJ KELBERGER engineering & testing, inc. Dil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 27 (Sheet 1 of 2) 8/9/2011 J.A. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) borate Procto Id Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) 1 12 110.9 6.8 109.3 6.8 98 Percent Maximum Density ( %) 98.6 Test Results Pass 2 12 110.9 6.8 108.8 7.4 98 98.1 Pass 3 4 5 12 12 12 110.9 110.9 110.9 6.8 6.8 6.8 109.5 110.2 111.1 8.0 7.1 6.5 98 98 98 98.7 99.4 100 Pass Pass Pass 6 12 110.9 6.8 110.4 7.3 98 99.5 Pass 7 12 110.9 6.8 111.3 7.2 98 100 Pass 8 12 110.9 6.8 111.7 6.9 98 101 Pass 9 12 110.9 6.8 109.6 7.7 98 98.8 10 12 110.9 6.8 109.1 8.3 98 98.4 Pass pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 i ASTM D 6938 AASHTO T -I80 (ASTM D 1557) Daily Standard Count: Density: 2277 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 629 Test No. Soil Type Elevation Test Location: Northwest 2nd Avenue - Utility Backfill Water. l 5 12 STA 3 + 00, 6' Left (1st Lift) 2 5 12 STA 3 + 00, 6' Left (2nd Lift) 3 5 12 STA 2 + 90, 6' Left (1st Lift) 4 5 12 STA 2 + 90, 6' Left (2nd Lift) 5 5 12 STA 2 + 80, 6' Left (1st Lift) 6 5 12 STA 2 + 80, 6' Left (2nd Lift) 7 5 12 STA 2 + 70, 6' Left (1st Lift) 8 5 12 STA 2 + 70, 6' Left (2nd Lift) 9 5 12 STA 2 + 60, 6' Left (1st Lift) 10 5 12 STA 2 + 60, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: ! l NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Backtill Juan Ramirez, E. . Staff Engineer ,es,``Z`,• 1i E F•' °s 344"1 No 27451 S .5 "7 • ..Apper• egist atI I;IA41,5 1 The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-1801 1, of the Florida Administrative Code. i e the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written apprrtel lid111 0warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 27.xls PR 26 DU?IKELBERGER engineering & testing, inc. Jil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 27 (Sheet 2 of 2) 8/9/2011 J.A. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. 11 12 13 Probe Depth (in) 6 6 6 bora Proctor Field Tests Maximum Dry Density (pcf) 131.4 131.4 131.4 Optimum Moisture ( %) Dry Density 7.0 7.0 7.0 (pct) 130.5 130.8 131.1 Cone Resistance' (tst) Moisture ( %) 6.4 6.1 5.9 Minimum Required Compaction ( %) 98 98 98 Percent Maximum Density ( %) 99.3 99.5 99.8 Test Results Pass Pass Pass 14 6 131.4 7.0 129.9 6.3 98 98.9 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D 1556 17 ASTM D 6938 gro AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2277 ✓ ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: 629 Test No. 11 Soil Type, 9 Elevation Test Location: NW 2nd Avenue - Base Course 6 STA 2 + 90, 6' Left (1st Lift) 12 9 6 STA 2 + 90, 6' Left (2nd Lift) 13 9 6 STA 2 + 70, 6' Left (1st Lift) 14 9 6 STA 2 + 70, 6' Left (2nd Lift) Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD I° MSL cc: Client...(1) 17 Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer The original of this report was silmed and sealed by the registered engineer in accordance with Rule 6IG15 -1801 A � l a c, 410 b Ao1 °Z. *, ▪ 14• 2 7 -I •_ t Tepp#41. •fie • .egistt�on 1Y Z451 +.rtpR I, of the Florida Administrative c'.ae; property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written a$ V ¢ subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 IA the confidential arranties with regard to PR 27.x1s PR 26 (2) DUNKELBERGER engineering & testing, inc. oil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 28 (Sheet 1 of 2) 8/10/2011 J.R. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) ory Procto Field Test Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 108.9 10.5 98 98.2 Pass 2 12 110.9 6.8 109.7 4.3 98 98.9 Pass 3 12 110.9 6.8 109.9 4.1 98 99.1 Pass 4 12 110.9 6.8 110.9 5.0 98 100 Pass 5 6 7 8 12 12 12 12 110.9 110.9 110.9 110.9 6.8 6.8 6.8 6.8 109.1 111.3 111.4 111.9 4.6 6.7 6.9 8.0 98 98 98 98 98.4 100 100 101 Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 1 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2318 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 649 Test No. Soil Type Elevation Test Location: Northwest 2nd Avenue 5 12 STA 2 + 55, 6' Left (1st Lift) - Utility Backfill - Water 2 5 12 STA 2 + 55, 6' Left (2nd Lift) 3 5 12 STA 2 + 40, 6' Left (1st Lift) 4 5 12 5 5 12 STA 2 + 40, 6' Left (2nd Lift) STA 2 + 30, 6' Left (1st Lift) 6 5 12 7 5 12 STA 2 + 30, 6' Left (2nd Lift) STA 2 + 20, 6' Left (1st Lift) 8 5 12 STA 2 + 20, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: L NGVD MSL cc: Client... (I ) 1' Other: Inches Below Top of Backtill Juan Ramirez, E.1. Staff Engineer ENS•A1. • * 27451 • axe • W •U vyli idp The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015-18011, of the Florida Administrative Code. This repo Lis nitttted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 28.xds PR 28 A DUNKELBERGER engineering & testing, inc. ail Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 28 (Sheet 2 of 2) 8/10/2011 J.R. 8/15/2011 Juan Ramirez (954) 730-9114 Test No. Probe Depth (in) aaorar Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture (%) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 9 6 131.4 7.0 128.9 8.6 98 98.1 Pass 10 6 131.4 7.0 129.0 7.9 98 98.2 Pass 11 6 131.4 7.0 129.5 5.8 98 98.6 Pass 12 6 131.4 7.0 130.2 8.0 98 99.1 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 1 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2277 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 629 Test No. Soil Type Elevation Test Location: Northwest 2nd Avenue - Base Course 9 9 6 STA 2 + 55, 6' Left (1st Lift) 10 9 6 STA 2 + 55, 6' Left (2nd Lift) 11 9 6 STA 2 + 40, 6' Left (Ist Lift) 12 9 6 STA 2 + 40, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD M SL cc: Client...(1) 1✓ Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer rkS J. Sien •CXG Ely ••..�U �� jr No 27451 • /T'�KAl1�i1 v W 121 The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG 15 -1801 1, of the Florida Administrative Code. This repoftdd flpros ik4e confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 28.48 PR 28 (2) t DUNKELBERGER engineering & testing, inc. �i Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 Test No. ASTM D 1556 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2273 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 627 Soil Type Elevation Test Location: Northwest 2nd Avenue 1 5 12 STA 2 + 00, 6' Left (lst Lift) Utility Backfill Water 2 5 12 STA 2 + 00 6' Left (2nd Lift) 3 5 12 STA I + 80, 6' Left (1st Lift) 4 5 12 STA 1 + 80, 6' Left (2nd Lift) 5 5 12 STA 1 + 60, 6' Left (1st Lift) 6 5 12 STA 1 + 60, 6' Left (2nd Lift) 7 5 12 STA 1 + 40, 6' Left (1st Lift) 8 5 12 STA 1 + 40, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Backfill 0: ®�`0eeaa9�err ®9 ®• Q;• E A °o a 27451 *• .. .. Juan Ramirez, 13 % § + !r.1 Staff Engineer i•.rr g ,s Flo A egistr tin 51 s �s The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -1801 1, of the Florida Administrative CoJ!I __. i�Yl, the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written ap50111111111ba warranties with regard to subsurface exploration, recommendations or design are expressed by this finn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 29.xls PR 29 Project Name: Barry University Dormitory Progress Report No.: 29 (Sheet 1 of 2) Project Number: FTL -11 -0704 (40.1) Date Tested: 8/11/2011 Technician Initials: J.A. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 8/17/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor Field. Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Densit y (pcf) Cone Resistance (tst) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 108.9 7.9 98 98.2 Pass 2 12 110.9 6.8 109.3 7.7 98 98.6 Pass 3 12 110.9 6.8 109.8 7.3 98 99.0 Pass 4 12 110.9 6.8 110.2 8.4 98 99.4 Pass 5 12 110.9 6.8 109.5 8.1 98 98.7 Pass 6 12 110.9 6.8 109.1 6.5 98 98.4 Pass 7 12 110.9 6.8 110.3 6.8 98 99.5 Pass 8 12 110.9 6.8 111.1 7.5 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 Test No. ASTM D 1556 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2273 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 627 Soil Type Elevation Test Location: Northwest 2nd Avenue 1 5 12 STA 2 + 00, 6' Left (lst Lift) Utility Backfill Water 2 5 12 STA 2 + 00 6' Left (2nd Lift) 3 5 12 STA I + 80, 6' Left (1st Lift) 4 5 12 STA 1 + 80, 6' Left (2nd Lift) 5 5 12 STA 1 + 60, 6' Left (1st Lift) 6 5 12 STA 1 + 60, 6' Left (2nd Lift) 7 5 12 STA 1 + 40, 6' Left (1st Lift) 8 5 12 STA 1 + 40, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Backfill 0: ®�`0eeaa9�err ®9 ®• Q;• E A °o a 27451 *• .. .. Juan Ramirez, 13 % § + !r.1 Staff Engineer i•.rr g ,s Flo A egistr tin 51 s �s The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -1801 1, of the Florida Administrative CoJ!I __. i�Yl, the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written ap50111111111ba warranties with regard to subsurface exploration, recommendations or design are expressed by this finn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 29.xls PR 29 DUNKELBERGER engineering & testing, inc. 1 Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 29 (Sheet 2 of 2) 8/11/2011 J.A. 8/17/2011 Juan Ramirez (954) 730 -9114 Test Probe No. Depth (in) 9 6 10 6 11 6 12 6 Laboratory Proctor Field Tes Maximum Dry Density (pcf) 131.4 131.4 131.4 131.4 Optimum Moisture ( %) Dry Density 7.0 7.0 7.0 7.0 (pcf) 130.6 131.1 129.7 130.3 Cone Resistance' (tsf) Minimum Percent Moisture Required Maximum Compaction Density ( %) ( %) ( %) 7.3 98 99.4 7.1 98 99.8 6.8 98 98.7 6.4 98 99.2 Test Results Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2273 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 627 Test No. Soil Type Elevation 9 9 6 Test Location: Northwest 2nd Avenue - Base Course STA 1 + 90, 6' Left (1st Lift) 10 9 6 STA 1 + 80 6' Left (2nd Lift) 11 9 6 STA 1 + 40, 6' Left (1st Lift) 12 9 STA 1 + 50, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) r Other: Inches Below Top of Base Course ,.ottitryolrs,,i ° U�'.G•N A.Os N. 7451 mom' ' • Juan Ramirez, I. '1! aFpper,aS Staff Engineer �,0•F& egistr tint 44151 >0S ••• o � � `° The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-1N1 1, of the Florida Administrative Coded ss, pnws, t " he confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written app iinali ME M& warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 29.xls PR 29 (2) DUNKELBERGER engineering & testing, inc. )il Density Test Report Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 30 (Sheet 1 of 2) 8/13/2011 O.C. 8/22/2011 Juan Ramirez (954) 730 -9114 Test No. 1 2 3 4 Probe Depth (in) 12 12 12 12 Laboratory Proctor Field Tests Maximum Dry Density (pcf) 119.7 119.7 119.7 119.7 Optimum Moisture ( %) 8.3 8.3 8.3 8.3 Dry Density (pct) 117.8 117.9 117.3 117.9 Cone Resistance' (tsf) Moisture ( %) 6.7 6.5 4.3 4.9 Minimum Required Compaction ( %) 98 98 98 98 Percent Maximum Density ( %) 98.4 98.5 98.0 98.5 Test Results Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 Test No. 1 r ASTM D 1556 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2939 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 689 Soil Type: Elevation Test Location: Northwest 2nd Avenue - Utility Backfill - Water [. 2 3 5 12 STA 0 + 90, 6' Left (1st Lift) 5 12 STA 1 + 30, 6' Left (1st Lift) 5 12 STA 1 + 32, 6' Left (2nd Lift) 4 5 12 STA 0 + 92, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: 1 NGVD r MSL cc: Client...(I) 17 Other: Inches Below Top of Backfill ott1 / 1111x4 RAP•• '•p •00 g J. is O : G E Al • A i� •. 9 • • 1 BID IMO Juan Ramire , ..I. : •O : Tho Staff Engineer . i, The original of this report was signed and sealed by the registered engineer in accordance with Rule 61 G 15 -1801 I, of the Florida Administrative Code/ .' v property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written ap subsurface exploration, recommendations or design are expressed by this firm. H11111't Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 er, o. 2 �� nfidential ies with regard to PR 30. As PR 30 DbNKELBERGER engineering & testing, inc. .il Density Test Report Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 Test No. 9 Soil Type Elevation 1 ASTM D 1556 )✓ ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2939 ✓ ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: 689 Test Location: Northwest 2nd Avenue - Base Course 10 11 9 6 STA 0 + 90, 6' Left (1st Lift) 9 6 STA 0 + 90, 6' Left (2nd Lift) 12 9 6 STA 1 + 28, 6' Left (1st Lift) 6 STA 1 + 28, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) 1 Other: Inches Below Top of Base Course robe S J. cfQ "e ��� ©. ••�GEtkii .. • • � No 27451 • to • • ▪ .:1:14G..4 ILt1 i rr i.. Juan Ramirez, E. :• ' — '` 4 s '. ' e..3 j E. , _ -te�745 1 Staff Engineer �. . , The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15 -1801 1, of the Florida Administrative Code. 4 Innoitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 30.x16 PR 30 (2) Project Name: Barry University Dormitory Progress Report No.: 30 (Sheet 2 of 2) Project Number: FTL -11 -0704 (40.1) Date Tested: 8/13/2011 Technician Initials: O.C. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 8/22/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor . ; ., '�, _` - Fill "d Tests Maximum Dry Density (Pct) Optimum Moisture ( %) Dry Density y (Pct) Cone t Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 5 6 131.4 7.0 132.2 7.0 98 101 Pass 6 6 131.4 7.0 132.6 6.8 98 101 Pass 7 6 131.4 7.0 132.9 7.5 98 101 Pass 8 6 131.4 7.0 133.5 8.9 98 102 Pass T.,...o ,.• c:—IA n.._....- m - -._ Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 Test No. 9 Soil Type Elevation 1 ASTM D 1556 )✓ ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2939 ✓ ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: 689 Test Location: Northwest 2nd Avenue - Base Course 10 11 9 6 STA 0 + 90, 6' Left (1st Lift) 9 6 STA 0 + 90, 6' Left (2nd Lift) 12 9 6 STA 1 + 28, 6' Left (1st Lift) 6 STA 1 + 28, 6' Left (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) 1 Other: Inches Below Top of Base Course robe S J. cfQ "e ��� ©. ••�GEtkii .. • • � No 27451 • to • • ▪ .:1:14G..4 ILt1 i rr i.. Juan Ramirez, E. :• ' — '` 4 s '. ' e..3 j E. , _ -te�745 1 Staff Engineer �. . , The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15 -1801 1, of the Florida Administrative Code. 4 Innoitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 30.x16 PR 30 (2) f 1 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 31 (Sheet 1 of 2) 8/15/2011 J.A. 8/24/2011 Juan Ramirez (954) 730-9114 Test No. 2 Probe Depth (in) 12 12 :Laborate Procto 'Fi Id Tests Maximum Dry Density (pct) 110.9 110.9 Optimum Moisture ( %) Dry Density 6.8 6.8 (pct) 109.6 110.1 Cone Resistance' (tsf) Moisture ( %) 8.4 8.9 Minimum Required Compaction ( %) 98 98 Percent Maximum Density ( %) 98.8 99.3 Test Results Pass Pass 3 12 110.9 6.8 109.4 8.1 98 98.6 4 12 110.9 6.8 109.8 7.7 98 99.0 Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 17 ASTM D 6938 I AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2284 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 628 Test No. Soil Type Elevation Test Location: 'North 2nd Avenue Utility Backfill 1 5 12 STA 6 + 50, 6' Right (1st Lift) 2 5 12 STA 7 + 00, 6' Right (1st Lift) 3 5 12 STA 6 + 55, 6' Right (2nd Lift) 4 5 12 STA 7 + 00, 6' Right (2nd Lift) Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL i; Other: Inches Below Top of Backtill cc: Client...(1) Jo., No 27'51 • Juan amirez, I . • : � 1 . r-p.e 1 Staff Engineer el' P�7 ♦�♦ S j;xC� vow ts The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG 15- 18011, of the Florida Administrative Code. This repthfrififfitit‘ine confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this tirm. Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 31.xIs PR 31 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 3331 I Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 31 (Sheet 2 of 2) 8/15/2011 J.A. 8/24/2011 Juan Ramirez (954) 730-9114 Test No. 5 Probe Depth (in) 6 Laboratoi Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (Pct) Cone Resistance' (tsf) Moisture ( %) 131.4 7.0 130.6 7.8 Minimum Required Compaction ( %) 98 Percent Maximum Density ( %) 99.4 Test Results Pass 6 131.4 7.0 129.8 7.6 98 98.8 7 6 131.4 7.0 131.4 7.3 98 100 Pass Pass 8 6 131.4 7.0 131.6 6.9 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 r ASTM D 1556 r ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2939 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 689 Test No. Soil Type Elevation Test Location: Northwest 2nd Avenue - Base Course 9 9 6 STA 6 + 50, 6' Right (1st Lift) 10 9 6 STA 7 + 00, 6' Right (I st Lift) 11 9 6 STA 6 + 50, 6' Right (2nd Lift) 12 9 6 STA 7 + 00, 6' Right (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD M SL cc: Client...(1) f Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer • Rio 27451 " ex • • • • The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG 15- 18011, of the Florida Administrative Code. This remrrefillentillitte confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this Linn. Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 31.xls PR 31 (2) DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Progress Report No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 32 (Sheet 1 of 1) 8/22/2011 J.A. 8/24/2011 Juan Ramirez (954) 730-9114 Test No. 1 Probe Depth (in) 12 oratory Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 110.9 6.8 45+ 98 98+(1) 2 12 110.9 6.8 45+ 98 98+(l) Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 Test No. 1 r ASTM D 1556 ' ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2773 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 628 Soil Type Elevation Test Location: Northwest 2nd Avenue - Utility Backfil. 5 12 STA 5 + 40, 6' Left (Retest from PR 25) (1st Lift) 5 12 STA 5 + 40, 6' Left (Retest from PR 25) (2nd Lift) Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL 17 Other: Inches Below Top of Backfill 1 Compaction percent estimated from cone penetrometer reading obtained with a Brainard - Kilman Model S -214 hand -held cone penetrometer 4, cc: Client...(() *ow- ■•-tt„ • • No 27 ••114411`/ Juan Ramirez, E Staff Engineer ' «P'r' ' ' . E• =/e %E�n t fidential The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This re property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No o nties with regard to subsurface exploration, recommendations or design are expressed by this finn. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 32.xls PR 32 DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner Subject: Special Inspections and Testing Reports Concrete Quality Assurance Barry University Dormitory Project Miami Shores, Florida Gentlemen: August 25, 2011 This firm is responsible for concrete quality assurance inspections and testing for the subject project. To the best of my knowledge, the inspections and tests have been performed in accordance with the contract documents for the period from July 21, 2011 to the present time. Copies of the concrete quality assurance reports for the reference period are attached. Very truly yours, DUNKELBERGER ENGINEERING & TESTING, INC. Thomas J. upper, P. . Principal Engineer FL Registration No. 27451 Attachments: Concrete Test Reports o0o cc: Miami Shores Village — Attn: Mr. Norman Bruhn, Building Dept. Director...(3) State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 C138 • C143 • C172 • C173 • C231 C511 • C617 - C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Domitory FTL- I 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 30 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8123 - Set 1 7/21/2011 J.R. 8/22/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: 4.00 % Mix Type: Regular Mix Designation: 309MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 7/21/2011 Location of Placement: 2600 473319 10 of 30 Weather: Rainy Air Temperature: 86 °F Batch Time: 1:49 PM Arrival Time: 2:10 PM Sample Time: 2:30 PM Column Footings at Intersection of Gridlines C /2, C /3, C/4 C/5 and C/6 Test Results Slump: 7.50 in Concrete Temperature: 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 1 -A 1 -B 1 -C 1 -D 7/28/2011 8/18/2011 8/18/2011 8/18/2011 7 28 28 (H) 4.00 4.01 4.01 12.57 12.63 12.63 26,520 38,560 40,120 2110 3050 3180 Type 2 Type 2 Type 2 % of Specified Strength 70 102 106 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 'Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ���rrrrrr�f�� ,.0 ;,1 Ps J. EN No 27451 • • s � qi 027451 tit ts Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.1 (8123) 7.21.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Domitory Lab ID No.: 8121 - Set 2 Project Number: FTL -11 -0704 (40.1) Date Tested: 7/22/2011 Technician Initials: K.N. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 30 Report Date: 8/22/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.1. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 309MC Specified Air Content: Mix Supplier: Continental Field Data Truck No.: 2603 Weather: Clear Ticket No: 1868055 Air Temperature: 94 °F Cubic Yards: 10 of 40 Water Added on Site: - - - Batch Time: 2:17 PM Water Added by: - - - Arrival Time: 2:55 PM Date of Placement: 7/22/2011 Sample Time: 3:10 PM Location of Placement: Column Footings at Intersection of Gridlines A/2 and C.4/1 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 98 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 0 of Specified Strength 2 -A 2 -B 2 -C 2 -D 7/29/2011 8/19/2011 8/19/2011 8/19/2011 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 35,370 45,100 47,200 2810 3590 3760 Type 3 Type 3 Type 3 94 120 125 Break Type1 Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, Staff Engineer 0r$r®cfrfr,1 No 27451 •• •1,514 • awl • • If so • e FL ReAlh ��► �r1 etae Fort Lauderdale Port St. Lucie West Palm Beach ' Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.2 (8121) 7.22 11.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: (ASTM: C31.• C39 •C78•C138•C143•C172•C173 C231 C511 •C617•C1064•C1231 }! Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Attention: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8133 - Set 3 Date Tested: 7/25/2011 Technician Initials: K.N. Report Date: Project Manager: Contact Number: 8/22/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 309MC Continental Field Data No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 2313 1868102 10 of 30 7/25/2011 Column Footing at Gridline K/2 Weather: Clear Air Temperature: 95 °F Batch Time: Arrival Time: Sample Time: 1:56 PM 2:30 PM 2:45 PM Test Results Slump: 5.25 in Concrete Temperature: 99 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder Date Tested Age (days) No. Diameter Area (in) (sq. in) Failure Compressive Loads (Ibs) Strength (psi) Break Type 3 -A 3 -B 3 -C 3 -D 8/1/2011 8/22/2011 8/22/2011 8/22/2011 7 28 28 (H) 4.02 4.02 4.02 12.69 12.69 12.69 36,390 45,030 47,420 2870 3550 3740 Type 5 Type 5 Type 5 % of Specified Strength 96 118 125 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ao�reo�ittrti J. v. � ;G E S�AA�, lc•••••,A iii No 2 451 • ,�v�.• �, rho FTe j E. F Oggi�ik io� 27451 • j`S/6 1Ipj+llilF�q�'i Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.3 (8133) 7.25.11.x15 cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 - C617 • C1064 • C1231), Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8134 - Set 4 Date Tested: 7/26/2011 Technician Initials: K.N. Report Date: 8/24/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 309MC Mix Supplier: Continental Field Data Truck No.: 2620 Ticket No: Cubic Yards: 10 of 30 Water Added on Site: Water Added by: Date of Placement: Location of Placement: 7/26/2011 Column Footing at Gridline E.2/6.4 Weather: Clear Air Temperature: 98 °F Batch Time: Arrival Time: Sample Time: 1:29 AM 1:48 PM 2:00 PM Test Results Slump: 6.00 in Concrete Temperature: 98 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 4 -A 4 -B 4 -C 4 -D 8/2/2011 8/23/2011 8/23/2011 8/23/2011 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 1 2.57 35,940 50,320 50,980 2860 4000 4060 Type 4 Type 4 Type 4 95 133 135 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.4 (8134) 7.28.11.xls ccl DUNKELBERGER engineering & testing, inc. :oncrete Test Report (ASTM: C31 - C39 • C78 • C138 • C143 C172 C173 • C231 C511 •C617•C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8137 - Set 5 7/27/2011 K.N. 8/15/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data ". Specified Strength: 3000 psi Specified Slump 4.50 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 1163506 Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 6485 31746025 10 of 40 7/27/2011 Sidewalks - 90' North of S -4 Weather: Clear Air Temperature: 88 °F Batch Time: Arrival Time: Sample Time: 7:48 AM 8:20 AM 8:35 AM Test Results Slump: 5.00 in Concrete Temperature: 88 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 5 -A 5 -B 5 -C 5 -D 8/3/2011 8/24/2011 8/24/2011 8/24/2011 7 28 28 (H) 4.00 12.57 26,620 2120 Type 5 % of Specified Strength 71 Break Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer `.01111011014,,0 ENg+� 27451 .v.AP Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.5 (8137) 7 27.11.xls ccl DUNKELIBERGER engineering & testing, inc. ;oncrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 C1064 C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8135 -Set6 7/29/2011 K.N. 8/15/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 5421 31749567 10 of 60 7/29/2011 Weather: Cloudy /Rain Air Temperature: 84 °F Batch Time: Arrival Time: Sample Time: Sidewalk, South Side of Parking Area, 50' West of Entrance 7:38 AM 8:15 AM 9:00 AM Test Results Slump: 6.00 in Concrete Temperature: 86 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 6 -A 8/5/2011 6 -B 8/26/2011 6 -C 8/26/2011 6 -D 8/26/2011 7 28 28 (H) 4.00 12.57 29,790 2370 Type 4 of Specified Strength 79 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer �s a,pS J. F °ei ���kl•�•C�GEfyb•1",p -•• :1 No 2751 • NM Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 `1 2 ttttlimistO 0704.6 (8135) 7.29.11.xls cc1 DUNKELBERGER engineering & testing, inc. :oncrete Test Report ASTM: C31 •.C39 • C78 • C138 • C143 • C172 • C173 •C231 •C511 •C617•C1064•C1231)!,, Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8205 - Set 7 8/1/2011 J.A. 8/15/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 1.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: 3000 PSI 1347812 Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 24458 31751896 6 of 20 8/1/2011 Curb Pad, East Entrance at Kolasa Hall, 118' South Weather: Clear Air Temperature: 84 °F Batch Time: Arrival Time: Sample Time: and 6' West of CB #S -2 9:02 AM 9:30 AM Test Results Slump: 1.50 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results.. Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 7 -A 7 -B 7 -C 7 -D 8/8/2011 8/29/2011 8/29/2011 8/29/2011 7 28 28 (H) 4.00 12.57 60,680 4830 Type 4 161 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer tools 11§11 Is': .0s. y No 27451 '• •* • • • c Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.7 (8205) 8.01.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 •C172•C173•C231 •C511 •C617•C1064• "C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8144 - Set 8 8/3/2011 J.A. 8/16/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: 3000 Regular Mix Designation: 1163056 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 25420 31755506 20 of 50 10 Gallons 8/3/2011 Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 11:04 AM 11:20 AM 11:40 AM Location of Placement: Sidewalks - 80' South and 65' East of CB #S -7, (North of Soccer Field and Student Promenade) Test Results Slump: 6.50 in Concrete Temperature: 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 8 -A 8 -B 8 -C 8 -D 8/10/2011 8/31/2011 8/31/2011 8/31/2011 7 28 28 (H) 4.00 12.57 35,970 2860 Type 4 of Specified Strength 95 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(I) Juan Ramirez, E.I. Staff Engineer ``oggimisICI S % No 27451 • I L Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.8 (8144) 8.03.11.xls 001 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1O64 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL- I 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8146 - Set 9 8/4/2011 J.A. 8/16/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: 3000 Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 26484 31756499 4 of 4 8/4/2011 Weather: Clear Air Temperature: 84 °F Batch Time: Arrival Time: Sample Time: Location of Placement: Sidewalks - East Entrance of the Kolasa Hall Building 6:56 AM 7:51 AM Test Results Slump: 6.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. 9 -A 9 -B 9 -C 9 -D Date Tested Age (days) 8/11/2011 9/1/2011 9/1/2011 9/1/2011 7 28 28 (H) Diameter (in) 4.03 Area (sq. in) 12.69 Failure Loads (lbs) 41,000 Compressive Strength (psi) 3230 Break Type Type 4 °Ao of Specified Strength 108 B eak Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer tots III II% .��,��•O* `C E —.r v a +.; qtr Trg "S !1l1� Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.9 (9146) 8..04.11.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 C138 • C143 • C172 • C173 • C231 • C511 • C617 C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8145 - Set 10 8/4/2011 J.A. 8/16/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: 3000 Regular Mix Designation: 309MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 2609 473661 6 of 16 8/4/2011 Elevator Shaft Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 2:37 PM 3:08 PM 3:18 PM Test Results Slump: 6.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 10 -A 10 -B 10 -C 10 -D 8/11/2011 9/1/2011 9/1/2011 9/1/2011 7 28 28 (H) 4.01 12.63 31,880 2520 Type 5 84 BreakType' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39 /C39 -M-04 for detailed descriptions cc: Client...(t) Juan Ramir>sz, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach E ................. ♦ ♦ No 27451 .� . e III oma l Dr taltRot e 44* 1% • Sarasota 14 • State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 451 0704.10 (8145) 8.04.11.xls 001 DUNKEIIBERGER engineering & testing, inc. Concrete Test Report (ASTM:. C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8210 - Set 11 Date Tested: 8/5/2011 Technician Initials: J.R. Report Date: 8/16/2011 Project Manager: Juan Ramirez, E.1. Contact Number: (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: 3000 Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 10025086 31758761 10 of 20 8/5/201 -1 Weather: Partly Cloudy Air Temperature: 85 °F Batch Time: 8:16 AM Arrival Time: 8:45 AM Sample Time: 9:00 AM Location of Placement: Sidewalks - North of Soccer field, at East Side of N.W. 2nd Avenue Test Results Slump: 6.00 in Concrete Temperature: 90 °F Air Content: - - - Unit Weight - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 11 -A 11 -B 11 -C 11 -D 8/12/2011 9/2/2011 9/2/2011 9/2/2011 7 28 28 (H) 4.02 12.69 38,210 3010 Type 5 % of Specified Strength 100 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer 0� ®� ®� � Woo No 27451 t • �w� - .. CD sis P;•e'R, • ts`20151 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.11 (8210) 8.05.11.xis cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 C143 • C172 • C173 • C231 • C511 • C617 • C1064 •;C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Attention: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8211 - Set 12 8/8/2011 J.A. 8/16/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 4.00 in Specified Air Content: - - - Mix Type: 3000 Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 23728 31760936 10 of 10 8/8/2011 Location of Placement: Sidewalks - Southwest Parking Lot Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 10:19 AM 10:35 AM 10:50 AM Test Results Slump: 5.00 in Concrete Temperature: 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 12 -A 12 -B 12 -C 12 -D 8/15/2011 9/5/2011 9/5/2011 9/5/2011 7 28 28 (H) 4.01 12.63 42,300 3350 Type 5 112 Break Type Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 1 Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer 4 ∎4 PR5 J. T i • No 27451 g6S1 J0FeppQ ,,f. E N i • • '‘0'1vi 1451 s .0' • �d�1� pOIP Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 le1�� 0704.12 (8211) 8.08.11.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC C511 • C617 C1064 • C1231) Lab ID No.: 8212 - Set 13 Date Tested: 7/28/2011 Technician Initials: K.N. Report Date: 8/23/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 309MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2620 1868209 10 of 30 7/28/2011 Weather: Clear Air Temperature: 95 °F Location of Placement: Column Footing at Intersection of Gridline G/4.5 Batch Time: Arrival Time: Sample Time: 1:44 PM 2:10 PM 2:20 PM Test Results Slump: 5.25 in Concrete Temperature: 99 °F Air Content: - - - Unit Weight - - - Cylinder No. Date Tested Age (days) Compressive Strength Test Results Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 13 -A 13 -B 13 -C 13 -D 8/4/2011 8/25/2011 8/25/2011 8/25/2011 7 28 28 (H) 4.00 12.57 47,140 3750 Type 5 % of Specified Strength 125 teak Types; Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer �`p/11/1111, ••‘Inp........................ • .; Na 27451 •� i Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0700.13 (8212) 7.28.11 cel DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 Project Name: Project Number: Client Name: Attention: C172 • C173 • C231 C511 • C617 C1064 C1231) Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8207 - Set 14 8/10/2011 J.R. 8/22/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 1163506 Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 10023728 31763334 9 of 11.5 8/10/2011 Weather: Partly Cloudy Air Temperature: 91 °F Batch Time: Arrival Time: Sample Time: 9:52 AM 10:20 AM 11:00 AM Location of Placement: Sidewalks - 500' South of N.W. 115th Street, Along East Side of N.W. I st Avenue Test Results Slump: 7.00 in Concrete Temperature: 90 °F Air Content: - Unit Weight - Compressive Strength Test Results No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 14 -A 14 -B 14 -C 14 -D 8/17/2011 9/7/2011 9/7/2011 9/7/2011 7 28 28 (H) 4.00 12.57 43,580 3470 Type 4 % of Specified Strength 116 Break Type.` Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.14 (8207) 8.10.11.xls cc1 DUNKEIEBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8213 - Set 15 8/11/2011 J.A. 8/22/2011 Juan Ramirez, E.I (954) 730-9114 • Design Data Specified Strength: 3000 psi Specified Slump 4.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 25310 31764155 7 of 7 8/1 1/201 1 Location of Placement: Sidewalks, North of Benincasa Hall Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 7:27 AM 8:00 AM 8:20 AM Test, Results Slump: 5.50 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 15 -A 15 -B 15 -C 1 5-D 8/18/2011 9/8/2011 9/8/2011 9/8/2011 7 28 28 (H) 4.00 12.57 62,180 4950 Type 4 % of Specified Strength 165 Break Type'. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,po11111111.,,, 1( F�,� S No 27451 -9 • • 7. U: ,sue V; � °jRr EE -1;% ..c hom Tegf5q/ t&E. 0s iit `t7451 1 AAO/vAa.0 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.15 (8213) 8.11.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8214 - Set 16 8/12/2011 J.A. 8/22/2011 Juan Ramirez, E.1 (954) 730 -9114 • Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2313 1868570 5 of 5 8/12/2011 Location of Placement: Elevator Pit, Wall Panels Weather: Cloudy Air Temperature: 83 °F Batch Time: Arrival Time: Sample Time: 2:17 PM 2:48 PM 2:55 PM Test Results Slump: 5.00 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 16 -A 16 -B 16 -C 16 -D 8/19/2011 9/9/2011 9/9/2011 9/9/2011 7 28 28 (H) 4.00 1 2.57 46,200 3680 Type 4 % of Specified Strength 105 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom ' Generalized descnpfons. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer „yeanoeeee "P S J. T psi No 27451 . * = d'l1 Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.16 (8214) 8.12.11 xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 - C78 • C138 • C 43 172 0173 = C231° 0511. C617 • C1064 - C1231) Project Name: Barry University Dormitory Lab ID No.: 8137 - Set 5 Project Number: FTL -11 -0704 (40.1) ,Date Tested: 7/27/2011 T ician Initials: K.N. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/26/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.E. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3000 psi Mix Type: Regular Specified Slump 4.50 in Mix Designation: 1163506 Specified Air Content: - - - Mix Supplier: Cemex Field Data Truck No.: 6485 Weather: Clear Ticket No: 31746025 Air Temperature: 88 °F Cubic Yards: 10 of 40 Water Added on Site: - - - Batch Time: 7:48 AM Water Added by: - - - Arrival Time: 8:20 AM Date of Placement: 7/27/2011 Sample Time: 8:35 AM Location of Placement: Sidewalks - 90' North of S -4 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 88 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 5 -A 5 -B 5 -C 5 -D 8/3/2011 8/24/2011 8/24/2011 9/21/2011 7 28 28 56 4.00 4.01 4.02 4.02 12.57 12.63 12.69 12.69 26,620 37,520 38,500 39,900 2120 2970 3030 3140 Type 5 Type 4 Type 4 Type 4 71 99 101 105 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer 00 27,4,, • No 27451_ a. . v v f tTcf gr rppe[ �E« 51 `* ,t�.• Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.5 (9137) 7.27. axis col DUNKELABERGER engineering & testing, inc. Concrete Test Report (ASTM: C31• C39•C78-C138-C143•C172.C173•C23 - C51fi•;t 17•C1064•C1231); Project Name: Barry University Dormitory Lab ID No.: 8146 - Set 9 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/4/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/1/2011 Fort Lauderdale, Florida 33311 'Project Manager: Juan Ramirez, E.I. --Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3000 psi Mix Type: 3000 Regular Specified Slump 5.00 in Mix Designation: 1163506 Specified Air Content: - - - Mix Supplier: Cemex Field Data Truck No.: 26484 Weather: Clear Ticket No: 31756499 Air Temperature: 84 °F Cubic Yards: 4 of 4 Water Added on Site: - - - Batch Time: 6:56 AM Water Added by: - - - Arrival Time: - Date of Placement: 8/4/2011 Sample Time: 7:51 AM Location of Placement: Sidewalks - East Entrance of the Kolasa Hall Building Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 9 -A 9 -B 9 -C 9 -D 8/11/2011 9/1/2011 9/1/2011 9/1/2011 7 28 28 (H) 4.03 4.00 4.01 12.69 12.57 12.63 41,000 51,650 50,420 3230 4110 3990 Type 4 Type 5 Type 4 108 137 133 Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Type 6 cc: Client...(1) Juan Ramirez, E.I. Staff Engineer �•+`' •S J. r:11,° No 27451 •- • • * ra * - •h r. TE • :;.-33% � 1 • FL keg j at' I14No. 27451 97 rl Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 n•.., f.•" f.f■•.f1 11704 0 10140 And 11t10 CC1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 C78 C138 • C143 - C172 • C173 -C231 -0511 • C6.17 - C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator,. CGC Lab ID No.: 8145 - Set 10 Date Tested: 8/4/2011 Technician Initials: J.A. Report Date: Project Manager: Contact Number: 9/1/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: 3000 Regular Mix Designation: 309MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2609 473661 6 of 16 8/4/2011 Location of Placement: Elevator Shaft Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 2:37 PM 3:08 PM 3:18 PM Test Results Concrete Temperature: 6.00 in Air Content: - - - 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 10 -A 10 -B 10 -C l0 -D 8/11/2011 9/1/2011 9/1/2011 9/1/2011 7 28 28 (H) 4.01 4.00 4.02 12.63 12.57 12.69 31,880 40,970 40,170 2520 3260 3170 Type 5 Type 4 Type4 84 109 106 Break Type Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descnptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,s`��1111111N1��',I : • No 27451 1. • • FL T E Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota . State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 �(ti�?7451 0704.10 (8145) 8.04.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 "•'C143 • C172 • C173 • C231.• C • C617 • C1064 • C1231) Project Name: Barry University Dormitory ;'`' Lab ID No.: 8210 - Set 11 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/5/2011 Tee 3rnician Initials: J.R. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/9/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3000 psi Mix Type: 3000 Regular Specified Slump 5.00 in Mix Designation: 1163506 Specified Air Content: - - - Mix Supplier: Cemex Field Data Truck No.: 10025086 Weather: Partly Cloudy Ticket No: 31758761 Air Temperature: 85 °F Cubic Yards: 10 of 20 Water Added on Site: - - - Batch Time: 8 :16 AM Water Added by: - - - Arrival Time: 8:45 AM Date of Placement: 8/5/2011 Sample Time: 9:00 AM Location of Placement: Sidewalks - North of Soccer field, at East Side of N.W. 2nd Avenue Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 90 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter in ( ) Area (sq. in (9' ) Failure Loads Ibs ( ) Compressive Strength (psi) g Break Type % of Specified Strength 11-A 11 -B 11 -C I1 -D 8/12/2011 9/2/2011 9/2/2011 9/2/2011 7 28 28 (1-1) 4.02 4.02 4.02 12.69 12.69 12.69 38,210 44,030 49,610 3010 3470 3910 Type 5 Type 5 Type 4 100 116 130 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ®'i%Y U Uht,/0 �`1 j. • °.,i • : No 27451 • s Ailf4 014.40:1. • FL R'e'gis Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 $t",451 0704.11 (8210) 8.05 11. xls col DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 '• C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8211 - Set 12 Project Number: FTL -I 1 -0704 (40.1) Date Tested: 8/8/201 I Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/9/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3000 psi Mix Type: 3000 Regular Specified Slump 4.00 in Mix Designation: 1163506 Specified Air Content: - - - Mix Supplier: Cemex Field Data Truck No.: 23728 Weather: Clear Ticket No: 31760936 Air Temperature: 86 °F Cubic Yards: 10 of 10 Water Added on Site: - - - Batch Time: 10:19 AM Water Added by: - - - Arrival Time: 10:35 AM Date of Placement: 8/8/2011 Sample Time: 10:50 AM Location of Placement: Sidewalks - Southwest Parking Lot Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 12 -A 12 -B 12 -C 12 -D 8/15/2011 9/5/2011 9/5/2011 9/5/2011 7 28 28 (H) 4.01 4.01 4.01 12.63 12.63 12.63 42,300 58,870 60,240 3350 4660 4770 Type 5 Type 5 Type 5 112 155 159 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer yaaaa�aa�e¢� E 8i '.9 . No 27451 • : :c'__' 1 y T �rr91�d. . "IAwm Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.12 (8211) 8.08.11.xls cc1 BUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 •`C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8207 - Set 14 8/10/2011 J.R. 9/9/201 I Juan Ramirez, E.I. (954) 730 -9114 Test Results Design Data Compressive Strength Test Results Specified Strength: Specified Slump Specified Air Content: 3000 psi 5.00 in - - - Mix Type: Mix Designation: Mix Supplier: Regular 1163506 Cemex Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type yP % of Specified P Strength Field Data 8/17/2011 9/7/2011 9/7/2011 9/7/2011 7 28 28 (I-1) Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 10023728 Weather: Partly Cloudy 31763334 Air Temperature: 91 °F 9 of 11.5 - - - Batch Time: 9:52 AM - - - Arrival Time: 10:20 AM 8/10/2011 Sample Time: 11:00 AM Sidewalks - 500' South of N.W. 115th Street, Along East Side of N.W. 1st Avenue Test Results Slump: 7.00 in Air Content: - - - Concrete Temperature: 90 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type yP % of Specified P Strength 14 -A 14 -B 14 -C 14 -D 8/17/2011 9/7/2011 9/7/2011 9/7/2011 7 28 28 (I-1) 4.00 4.00 4.00 12.57 12.57 12.57 43,580 45,360 46,280 3470 3610 3680 Type 4 Type 4 Type 4 116 120 123 Break Type; Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (I ) Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach , ..0131 21 181 1, „ xS J. T .. E U --;cos, .OtrfA♦ ♦ No 27451 r- . _ Ii '5s '4th p'r cet 7451 • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.14 (8207) 8.10.11.xls col DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C1 3`, * C172 - C173 • C231 • C511 • C617 • C11 4 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 x - Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8213 - Set 15 8/11/2011 J.A. 9/14/2011 Juan Ramirez, E.I. (954) 730 -9114 Age (days) Diameter (in) Area (sq. in) Design Data Compressive Strength (psi) Type T e Specified Strength: 3000 psi Specified Slump 4.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 1163506 Cemex 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 Field Data 4950 6320 6480 Type 4 Type 4 Type 4 Truck No.: 25310 Ticket No: 31764155 Cubic Yards: 7 of 7 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/11/2011 Location of Placement: Sidewalks, North of Benincasa Hall Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 86 °F 7:27 AM 8:00 AM 8:20 AM Test Results Slump: 5.50 in Air Content: - - - Concrete Temperature: 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Type T e of S ecified Specified Strength 15 -A 15 -B 15 -C I5 -D 8/18/2011 9/8/2011 9/8/2011 9/8/2011 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 62,180 79,420 81,370 4950 6320 6480 Type 4 Type 4 Type 4 165 211 216 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,``,o PS .: TF'� °e, No 27451 * tr . 1...•i ; • SD p Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.15 (8213) 8.11.11.xls x1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8214 - Set 16 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/12/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/15/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 3500 psi Mix Type: Regular Slump 5.00 in Mix Designation: 387MC Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2313 Weather: Cloudy Ticket No: 1868570 Air Temperature: 83 °F Cubic Yards: 5 of 5 Water Added on Site: - - - Batch Time: 2:17 PM Water Added by: - - - Arrival Time: 2:48 PM Date of Placement: 8/12/2011 Sample Time: 2:55 PM Location of Placement: Elevator Pit, Wall Panels Test Results Slump: Concrete Temperature: 5.00 in Air Content: - - - 80 °F Unit Weight - - - Compressive Strength Test Results '' Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 16 -A 16 -B 16 -C 16 -D 8/19/2011 9/9/2011 9/9/2011 9/9/2011 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 46,200 56,930 58,850 3680 4530 4680 Type 4 Type 5 Type 5 105 129 134 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer '�� °,��°••v�GEN�F'• ��4e Am -0 • No 27451 ' e Ti�4�3sJ" 7P13— c FL R is ` > Q027451 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.16 (8214) 8.12.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: G31 • C39 • C78 • C138 • C143 • C°172 - C173 • C231 • C511- C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CG ; Lab ID No.: 8234 - Set 17 Date Tested: 8/24/2011 Technician Initials: J.A. Report Date: 9/26/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Specified Specified Strength: 4000 psi Slump 5.00 in Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2628 Ticket No: 1862257 Cubic Yards: 10 of 320 Water Added on Site: 5 Gallons Water Added by: - - - Date of Placement: 8/24/2011 Location of Placement: Tilt Wall Panels No. 12 and No. 49 Weather: Overcast Air Temperature: 83 °F Batch Time: 6:40 AM Arrival Time: 7:02 AM Sample Time: 7:11 AM Test Results Slump: 6.00 in Concrete Tem a erature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type yp of Specified p Strength 17 -A 17 -B 17 -C 17 -D 17 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.02 4.00 4.00 4.00 12.69 12.57 12.57 12.57 33,420 50,250' 65,140 66,230 2630 4000 5180 5270 Type 3 Type 5 Type 3 Type 3 66 100 130 132 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer a0051iIStl9r�rr ��vr. TI +1 r` •. °'GE C :Ale • No 27451 e • •. Yip GOV 4hasJTep • 4111. aittp Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.17 (8234) 8.24. 11.xIs ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTIIiI: C31, C39 • C78 • C138 . C143.. I72,r 0177 - t C . C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8235 - Set 18 °ate Tested: 8/24/2011 Technician Initials: J.A. Report Date: 9/26/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2615 Ticket No: 474139 Cubic Yards: 60 of 320 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/24/201 I Location of Placement: Tilt Wall Panels No. 50 and No. 14 Weather: Cloudy Air Temperature: 84 °F Batch Time: 6:50 AM Arrival Time: 7:15 AM Sample Time: 7:40 AM Test Results Slump: 6.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 18 -A 18 -B 18 -C 18 -D 18 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.01 4.02 4.01 4.01 12.63 12.69 12.63 12.63 32,370 40,500 61,410 61,830 2560 3190 4860 4900 Type 3 Type 5 Type 5 Type 5 64 80 122 123 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer N s a J. a� slis � � 4 • Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.18 (8235)8.2411.0s ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 C173'- C231 -0511-• 617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8236 - Set 19 Date Tested: 8/24/2011 Technician Initials: J.A. Report Date: 9/26/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2620 Ticket No: 1868868 Cubic Yards: 110 of 320 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/24/2011 Location of Placement: Tilt Wall Panels No. 15 and No. 51 Weather: Cloudy Air Temperature: 84 °F Batch Time: 8:00 AM Arrival Time: 8:25 AM Sample Time: 8:30 AM Test Results Slump: 5.50 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 19 -A 19 -B 19 -C 19 -D 19 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.00 4.02 4.01 4.01 12.57 12.69 12.63 12.63 41,780 47,710 62,050 63,840 3320 3760 4910 5050 Type 3 Type 5 Type 5 Type 4 83 94 123 126 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descrpfions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer viol Isola MIN, • No 27451 •: • • — c.. 4:14;1 1114% Fort Lauderdale Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 .E. 27451 0704.19 (8239) 8.24.11. xis cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 - C511. • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8237 - Set 20 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/24/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/6/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2614 Weather: Cloudy Ticket No: 18688174 Air Temperature: 86 °F Cubic Yards: 160 of 320 Water Added on Site: - - - Batch Time: 8:42 AM Water Added by: - - - Arrival Time: 9:05 AM Date of Placement: 8/24/2011 Sample Time: 9:12 AM Location of Placement: Tilt Wall Panels No. 17 and No. 19 Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test. Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type yP of Specified P Strength 20 -A 20 -B 20 -C 20 -D 20 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.01 4.02 12.63 12.69 36,590 39,560 2900 3120 Type 3 Type 4 73 78 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39 /C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.1. Staff Engineer '! O. 27451 FL Regiis ati n No. 27451 1111)1 Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.20 (8237) 8.2411. xis sc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143% C 72 • C173 . C231 -£511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 ) Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: °'Contact Number: 8237 - Set 20 8/24/2011 J.A. 9/26/2011 Juan Ramirez, E.I. (954) 730 -9114 Age (days) Diameter (in) Area (sq. in) Design Data Compressive Strength (psi) Break Type Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental 5 7 28 28 (H) Field Data 12.63 12.69 12.69 12.69 36,590 39,560 51,800 52,390 Truck No.: 2614 Ticket No: 18688174 Cubic Yards: 160 of 320 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/24/2011 Location of Placement: Tilt Wall Panels No. 17 and No. 19 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Cloudy 86 °F 8:42 AM 9:05 AM 9:12 AM Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 20 -A 20 -B 20 -C 20 -D 20 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.01 4.02 4.02 4.02 12.63 12.69 12.69 12.69 36,590 39,560 51,800 52,390 2900 3120 4080 4130 Type 3 Type 4 Type 4 Type 5 73 78 102 103 Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer `1©9Cd8L' di,. "sk..1' : :0 2'7451 • :' • • •.. 7,* It Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.20 (8237) 8.24.11.4s cc/ DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 = C173 • C231 d t5°t1 0647 . C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab 1D No.: 8238 - Set 21 Date Tested: 8/24/2011 Technician Initials: J.A. Report Date: 9/26/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2304 Ticket No: 1868882 Cubic Yards: 210 of 320 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/24/2011 Location of Placement: Tilt Wall Panels No. 60 and No. 26 Weather: Cloudy Air Temperature: 86 °F Batch Time: 9:33 AM Arrival Time: 9:58 AM Sample Time: 10:05 AM Test Results Slump: 6.00 in Concrete Temperature: 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 21 -A 21 -B 21 -C 21 -D 21 -E 8/29/201 1 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 2 (H) 4.02 4.00 4.00 4.00 12.69 12.57 12.57 12.57 38,580 40,810 57,420 58,370 3040 3250 4570 4640 Type 3 Type 5 Type 5 Type 5 76 81 114 116 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer RDEPPIttal ' ° ,11119aae Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.21 (8238) 8 24.11x1s cci DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 _ C39 - C78 - C138 • C143 • C172 0173 C23'1 - CS11 - T - C1064. C1231) Project Name: Barry University Dormitory Lab ID No.: 8239 - Set 22 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/24/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/26/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. 'Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2403 Weather: Cloudy Ticket No: 1868891 Air Temperature: 86 °F Cubic Yards: 260 of 320 Water Added on Site: - - - Batch Time: 10:36 AM Water Added by: - - - Arrival Time: 10:55 AM Date of Placement: 8/24/2011 Sample Time: 11:05 AM Location of Placement: Tilt Wall Panels No. 11 and No. 13 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads Ibs ( ) Compressive Strength g (psi) Break Type of Specified Strength 22 -A 22 -B 22 -C 22 -D 22 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.00 4.01 4.01 4.01 12.57 12.63 12.63 12.63 40,240 43,380 63,660 63,920 3200 3430 5040 5060 Type 3 Type 4 Type 4 Type 4 80 86 126 127 Break Type1- Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer 1001111g I • w , No 27451 �� • NIS .• J. r?W f,. P• , P•E�;,. '9.11e IrXign N 4 1.4 .'.A .hF = .:„. 44z/V - . ,+ 1- Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.22 (8239) 8.24.11 xis cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: G31- C39• C78• C138• C143• C172- 0173 •C231•C511•C617- C1064•C1231) Project Name: Barry University Dormitory Lab ID No 8240 - Set 23 Project Number: FTL -1 1 -0704 (40.1) Date Tested: 8/24/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/26/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2615 Weather: Cloudy Ticket No: 1868901 Air Temperature: 86 °F Cubic Yards: 310 of 320 Water Added on Site: - - - Batch Time: 11:49 AM Water Added by: - - - Arrival Time: 12:12 PM Date of Placement: 8/24/2011 Sample Time: 12:18 PM Location of Placement: Tilt Wall Panels No. 59 and 47 Test Results Slump: Concrete Temperature: 5.00 in Air Content: - - - 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 23 -A 23 -B 23 -C 23 -D 23 -E 8/29/2011 8/31/2011 9/21/2011 9/21/2011 9/21/2011 5 7 28 28 (H) 4.01 4.00 4.01 4.01 12.63 12.57 12.63 12.63 40,340 46,670 60,850 63,260 3190 3710 4820 5010 Type 4 Type 5 Type 5 Type 4 80 93 121 125 Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 1 Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Type 6 cc: Client... (1) Juan Ramirez, E.I. Staff Engineer st`t�,tAS l r J r rrTtd l ♦ ♦ �`p ♦ rr *; No 27451 a'0: • 1 peirP ;: rt.t4tk "7451 MiHiggg Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.23 (8240) 8.24.11.4s cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 r C231 7 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 40.1 ( ) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC (;' "an D No at � ested: Technic itials: 11 1 Report Date: . ject Manager: tact Number: 8241 - Set 24 8/29/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental Field Data Truck No.: 2628 Ticket No: 1865026 Cubic Yards: 10 of 300 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/29/2011 Location of Placement: Tilt Wall Panel No. 26A Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 84 °F 7:00 AM 7:25 AM 7:30 AM Test Results Slump: 5.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 24 -A 24 -B 24 -C 24 -D 24 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.02 4.02 4.00 4.00 12.69 12.69 12.57 12.57 31,590 43,090 62,570 57,090 2490 3400 4980 4540 Type 5 Type 5 Type 4 Type 5 % of Specified Strength 62 85 125 114 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer 044% NS• J:. T so�� . ,t: No 27451 NIS *! • not .yr Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 P o` 0704.24 (8241) 8.29.11.xls cc1 DUNKELIBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 •C78•C138•C143.C172•C173•C231 •C511 •C617•C1064•C1231) Project Name: Barry University Dormitory Lab ID No.: 8241 - Set 24 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/29/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/9/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2628 Weather: Clear Ticket No: 1865026 Air Temperature: 84 °F Cubic Yards: 10 of 300 Water Added on Site: - - - Batch Time: 7:00 AM Water Added by: - - - Arrival Time: 7:25 AM Date of Placement: 8/29/2011 Sample Time: 7:30 AM Location of Placement: Tilt Wall Panel No. 26A Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads lbs ( ) Compressive Strength g (psi) Break Type % of Specified Strength 24 -A 24 -B 24 -C 24 -D 24 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.02 4.02 12.69 12.69 31,590 43,090 2490 3400 Type 5 Type 5 62. 85 Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(i) Juan Ramirez, E.I. Staff Engineer '. • (b. FL f sigi a ot151 qi Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.24 (8241) 8.29.11. xls cc 1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 •C231 • C511 617 • C1064 •'C1231) Project Name: Barry University Dormitory Project Number: FTL -1 I -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC : = _ '? b ID No.: I e Tested: Techni'P n Initials: Report Date: project Manager: ontact Number: 8242 - Set 25 8/29/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730 -9114 Diameter (in ) Area ( s Q in ) Failure (lbs) Loads Ibs ) Compressive Strength (psi) g Design Data % of Specified P Strength 25 -A 25 -B 25 -C 25 -D 25 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - 4.01 4.01 4.00 4.01 Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental 2770 3830 5520 5290 Type 4 Type 5 Type 5 Type 5 69 96 138 132 Field Data Truck No.: 2321 Ticket No: 1869031 Cubic Yards: 60 of 300 Water Added on Site: 5 Gallons Water Added by: - - - Date of Placement: 8/29/2011 Location of Placement: Tilt Wall Panel No. 27 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 84 °F 7:46 AM 8:00 AM 8:12 AM Test Results Slump: 6.00 in Air Content: - - - Concrete Tem s erature: 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in ) Area ( s Q in ) Failure (lbs) Loads Ibs ) Compressive Strength (psi) g Break Type yP % of Specified P Strength 25 -A 25 -B 25 -C 25 -D 25 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.01 12.63 12.63 12.57 12.63 35,040 48,370 69,340 66,790 2770 3830 5520 5290 Type 4 Type 5 Type 5 Type 5 69 96 138 132 Break Typei Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,`,,`Psri JtlrrT eq • No 27451 �� Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.25 (8242) 8.29.11.x1s cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31'• C39 •. C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8242 - Set 25 8/29/2011 J.A. 9/9/2011 Juan Ramirez, E.I. (954) 730 -9114 Failure Loads (lbs) Compressive Strength (psi) Break Type Design Data 25 -A 25 -B 25 -C 25 -D 25 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental 35,040 48,370 Field Data Type 4 Type 5 69 96 Truck No.: 2321 Ticket No: 1869031 Cubic Yards: 60 of 300 Water Added on Site: 5 Gallons Water Added by: - - - Date of Placement: 8/29/2011 Location of Placement: Tilt Wall Panel No. 27 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 84 °F 7:46 AM 8:00 AM 8:12 AM Test Results Slump: 6.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 25 -A 25 -B 25 -C 25 -D 25 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 12.63 12.63 35,040 48,370 2770 3830 Type 4 Type 5 69 96 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer N a:R1Q #O1 c J. 7 e�ia ® .°' 5 GEiW�°� �i •� = No 27451 ,. . • .fir .. } • ,9*►Re FL ' .< t •,0 151 9(t Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.25 (8242)8.29 1.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231. Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC C511 - C617 • C1064 •C1231) No.: Date T ted: Technician Ir ials: Report Date: Project Manager: tact Number: 8243 - Set 26 8/29/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data '' Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2601 Weather: Clear Ticket No: 1869036 Air Temperature: 86 °F Cubic Yards: 110 of 300 Water Added on Site: - - - Batch Time: 8:12 AM Water Added by: - - - Arrival Time: 8:30 AM Date of Placement: 8/29/2011 Sample Time: 8:37 AM Location of Placement: Tilt Wall Panels No. 24 and 23 Test Results Concrete Slump: 6.00 in Air Content: - - - Tem I erature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 26 -A 26 -B 26 -C 26 -D 26 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.00 12.63 12.63 12.57 12.57 30,560 49,360 70,560 67,110 2420 3910 5610 5340 Type 4 Type 5 Type 5 Type 5 61 98 140 134 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer • r 100, l No27451 •..• 'ri ,. •�. s id • O g� _ � owe J. Tepir� / ems° v • )L *O Nt Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.26 (8243) 8.29.11.xIs cc1 Test Results Slump: 6.00 in Concrete Temperature: 84 °F Air Content: - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 26 -A 9/1/2011 3 4.01 12.63 30,560 2420 Type 4 61 26 -B 9/5/2011 7 4.01 12.63 49,360 3910 Type 5 98 26 -C 9/26/2011 28 26 -D 9/26/2011 28 26 -E 9/26/2011 (H) DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 C39 • C78 C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8243 - Set 26 8/29/2011 J.A. 9/9/2011 Juan Ramirez, E.1. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2601 1869036 110 of 300 8/29/2011 Field Data Location of Placement: Tilt Wall Panels No. 24 and 23 Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 8:12 AM 8:30 AM 8:37 AM Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.l. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.28 (8243) 8.29.11.41s ccl DUNKELABERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 - C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 - 1 1 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8244 - Set 27 Date Tested: 8/29/2011 Technician Initials: J.A. ,,,Report Date: 9/29/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Specified Strength: 4000 psi Slump 5.00 in Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2304 Ticket No: 1869045 Cubic Yards: 190 of 300 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/29/2011 Location of Placement: Tilt Wall Panels No. 21 and 22 Weather: Clear Air Temperature: 86 °F Batch Time: 9:18 AM Arrival Time: 9:35 AM Sample Time: 9:45 AM Test Results Concrete Temperature: 5.00 in 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type o/ of Specified Strength 27 -A 27 -B 27 -C 27 -D 27 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.02 12.63 12.63 12.57 12.69 29,840 46,890 62,380 65,580 2360 3710 4960 5170 Type 5 Type 5 Type 4 Type 4 59 93 124 129 Break Type': Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer +i %®rt111111f/%/ GENS'•• 1 ;#01 •; o No 7451 : • . afigiee% Britt • ff °Thom.. . Termer.•' � Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 MASS 0704.27 (8244) 8.29.11.xIs cc) DUNKELBERGER engineering & testing, inc. Concrete Test Report Cylinder No. Date Tested Age (days) Compressive Strength Test Results Diameter (in) (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 27 -A 27 -B 27 -C 27 -D 27 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (1-1) 4.01 4.01 12.63 12.63 29,840 46,890 2360 3710 Type 5 Type 5 59 93 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) 'Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.27 (8244) 8 29.11.xI4 cc1 (ASTM: C31 • C39 • C78 • C138 • C143 • C172 - C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8244 - Set 27 8/29/2011 J.A. 9/9/2011 Juan Ramirez, E.I. (954) 730 -91 14 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental Field Data Truck No.: 2304 Ticket No: 1869045 Cubic Yards: 190 of 300 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/29/2011 Location of Placement: Tilt Wall Panels No. 21 and 22 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 86 °F 9:18 AM 9:35 AM 9:45 AM Test Results Slump: 5.00 in Concrete Tem • erature: 84 °F Air Content: Unit Weight - - - - - - Cylinder No. Date Tested Age (days) Compressive Strength Test Results Diameter (in) (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 27 -A 27 -B 27 -C 27 -D 27 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (1-1) 4.01 4.01 12.63 12.63 29,840 46,890 2360 3710 Type 5 Type 5 59 93 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) 'Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.27 (8244) 8 29.11.xI4 cc1 DUNKEIABERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231. • C54 A.C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Tec 11 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: ate Tested: ian Initials: Report Date: Project Manager: Contact Number: 8245 - Set 28 8/29/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2403 1869047 210 of 300 8/29/2011 Location of Placement: Tilt Wall Panels No. RP -2 and RP -1 Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: 9:28 AM 10:00 AM 10:25 AM Test'. Results Slump: 5.00 in Concrete Temperature: 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 28 -A 9/1/2011 3 4.00 12.57 34,880 2770 Type 5 69 28 -B 9/5/2011 7 4.01 12.63 48,750 3860 Type 5 97 28 -C 9/26/2011 28 4.01 12.63 66,930 5300 Type 4 133 28 -D 9/26/2011 28 4.00 12.57 67,280 5350 Type 5 134 28 -E 9/26/2011 (H) Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer 0e 11ras /o r ,'►0 J TF -m®sss e,, 0 �eeeeeeeeeee ♦." Nt' \.‘ :AWE ® ®�" E/9 No 27451 e�� r Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.28 (8245) 8.28.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8245 - Set 28 Project Number: FTL -1 1 -0704 (40.1) Date Tested: 8/29/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/9/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Specified Specified Strength: 4000 psi Mix Type: Regular Slump 5.00 in Mix Designation: 405MC Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2403 Weather: Clear Ticket No: 1869047 Air Temperature: 86 °F Cubic Yards: 210 of 300 Water Added on Site: - - - Batch Time: 9:28 AM Water Added by: - - - Arrival Time: 10:00 AM Date of Placement: 8/29/2011 Sample Time: 10:25 AM Location of Placement: Tilt Wall Panels No. RP -2 and RP -1 Test Results Slump: Concrete Temperature: 5.00 in Air Content: - - - 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 28 -A 28 -8 28 -C 28 -D 28 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.00 4.01 12.57 12.63 34,880 48,750 2770 3860 Type 5 Type 5 69 97 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,ass ,111181a,Q, oN eNSJ.T '', o* /�(,�,,•�\C E NS�;Q "6 -• ■ _ ; No 27451 1. 1 e Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.28 (8245) 8.29.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8246 - Set 29 8/29/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: 2623 Weather: Clear Ticket No: 1869052 Air Temperature: 86 °F Cubic Yards: 260 of 300 Water Added on Site: - - - Batch Time: 9:59 AM Water Added by: - - - Arrival Time: 10:35 AM Date of Placement: 8/29/2011 Sample Time: 10:48 AM Location of Placement: Tilt Wall Panel No. 4 Test Results Slump: Concrete Temperature: 5.50 in Air Content: - - - 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 64 86 125 125 29 -A 29 -B 29 -C 29 -D 29 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.02 4.02 4.01 4.00 12.69 12.69 12.63 12.57 32,400 43,520 62,860 62,930 2550 3430 4980 5010 Type 4 Type 5 Type 4 Type 4 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.29 (8246) 8.29.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 -• C172 • C173 - C231 - C51.1 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8246 - Set 29 Project Number: FTL -11 -0704 (40.1) Date Tested: 8/29/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/12/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2623 Weather: Clear Ticket No: 1869052 Air Temperature: 86 °F Cubic Yards: 260 of 300 Water Added on Site: - - - Batch Time: 9:59 AM Water Added by: - - - Arrival Time: 10:35 AM Date of Placement: 8/29/2011 Sample Time: 10:48 AM Location of Placement: Tilt Wall Panel No. 4 Test Results Slump: 5.50 in Air Content: - - - Concrete Temperature: 84 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 29 -A 29 -B 29 -C 29 -D 29 -E 9/1/2011 9/5/2011 9/26/2011 9/26/2011 9/26/2011 3 7 28 28 (H) 4.02 4.02 12.69 12.69 32,400 43,520 2550 3430 Type 4 Type 5 64 86 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer °1;7GEN � a''m • No 27451 • � r Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 451 0704.29 (8245) 8.29.11. xis ccI DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • G172 • C173 • C231 • C511 • C617 • C1064 • C12311 Project Name: Barry University Dormitory Lab ID No.: 8307 - Set 30 Project Number: FTL -11 -0704 (40.1) Dat `Tested: 8/30/2011 Technicialnitials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/29/2011 Fort Lauderdale, Florida 33311 � - Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2623 Weather: Cloudy Ticket No: 18690681 Air Temperature: 83 °F Cubic Yards: 10 of 200 Water Added on Site: - - - Batch Time: 7:08 AM Water Added by: - - - Arrival Time: 7:30 AM Date of Placement: 8/30/2011 Sample Time: 7:45 AM Location of Placement: Tilt Wall Panel No. 54 Test Results Slump: 5.50 in Air Content: - - - Concrete Temperature: 80 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 30 -A 30 -B 30 -C 30 -D 30 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 4.00 4.00 12.57 12.57 12.57 12.57 37,270 44,300 61,150 63,420 2960 3520 4870 5050 Type 4 Type 4 Type 4 Type 4 74 88 122 126 Break Type; Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions Type 6 cc: Client...(1) Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach State of Florida Board of Professional Engineers Authorization 877•643•6832 01e'ioea►qi P,� ENs•. Al i i w ' 4 • r '414 4 416 • f • Tho �s J Tepper, l'a.:: to ` LA Yati o: . ti\ . ; `pG" • Sarasl'r No. 6870 0704.30 (8307)&30.11.40 ccl DUNKELIBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C647 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11- 0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8307 - Set 30 8/30/2011 J.A. 9/12/2011 Juan Ramirez, E.I. (954) 730 -9114 Age (days) Diameter in ( ) Area (sq. in q• ) Design Data Compressive Strength (psi) g Break Type Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental 3 7 28 28 (H) 4.00 4.00 12.57 12.57 Field Data 2960 3520 Type 4 Type 4 Truck No.: 2623 Ticket No: 18690681 Cubic Yards: 10 of 200 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/30/2011 Location of Placement: Tilt Wall Panel No. 54 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Cloudy 83 °F 7:08 AM 7:30 AM 7:45 AM Test Results 5.50 in Air Content: - - - Concrete Temperature: 80 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter in ( ) Area (sq. in q• ) Failure Loads (lbs) ( ) Compressive Strength (psi) g Break Type % of Specified Strength 30 -A 30 -B 30 -C 30 -D 30 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 12.57 12.57 37,270 44,300 2960 3520 Type 4 Type 4 74 88 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(I) Juan Ramirez, E.I. Staff Engineer • A A • No 27451 q r • l�YI 111.6/14,14.11. 7- *. FL :4 Fort Lauderdale • Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 1 0704,30 (8307) 8.30.1 1. xl s c c 1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 C138 • C143 • C172 • C173 • C231 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 C511 C617 - C1064 • C1231) Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8310 - Set 31 Date Tested: 8/30/2011 Technician' Initials: J.A. Report Date: 9/29/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2630 1620696 60 of 200 8/30/2011 Location of Placement: Tilt Wall Panel No. 56 Weather: Cloudy Air Temperature: 84 °F Batch Time: Arrival Time: Sample Time: 7:37 AM 8:00 AM 8:10 AM Test Results Slump: 5.50 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results '' Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 31 -A 9/2/2011 3 4.00 12.57 42,390 3370 Type 3 84 31 -B 9/6/2011 7 4.00 12.57 44,350 3530 Type 4 88 31 -C 9/27/2011 28 4.01 12.63 56,910 4510 Type 4 113 31 -D 9/27/2011 28 4.01 12.63 58,340 4620 Type 4 116 31 -E 9/27/2011 (H) Break Types Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer e0 0s. Te2 °®. No 27451 `, s s Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.31 (8310) 8.30.11.xds cci DUNKRLEBBRGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78• C138 • C143 • C172 • C173 • C231 t C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -I 1 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8310 - Set 31 8/30/2011 J.A. 9/12/2011 Juan Ramirez, E.I. (954) 730 -9114 Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Design Data of Specified Strength 31 -A 31 -B 31 -C 31 -D 31 -E Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental 12.57 12.57 42,390 44,350 3370 3530 Field Data 84 88 Truck No.: 2630 Ticket No: 1620696 Cubic Yards: 60 of 200 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/30/2011 Location of Placement: Tilt Wall Panel No. 56 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Cloudy 84 °F 7:37 AM 8:00 AM 8:10 AM Test Results Slump: 5.50 in Concrete Temperature: 80 °F Air Content: Unit Weight - - - - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 31 -A 31 -B 31 -C 31 -D 31 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 12.57 12.57 42,390 44,350 3370 3530 Type 3 Type 4 84 88 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ��eli . ssama3.7 �A° c if i No 27451 14T: ;fir® it ' • e. k• • ° • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.31 (8310) 8.30.11.x1s ec1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 -• C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8309 - Set 32 8/30/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental Field Data Truck No.: 2603 Ticket No: 1869077 Cubic Yards: 110 of 200 Water Added on Site: - - - Water Added by: - - - Date of Placement: 8/30/2011 Location of Placement: Tilt Wall Panel No. 48 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Cloudy 84 °F 8:35 AM 8:53 AM 9:20 AM Test Results Slump: 5.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type % of Specified Strength 32 -A 32 -B 32 -C 32 -D 32 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.01 4.01 4.00 4.00 12.63 12.63 12.57 12.57 38,950 49,890 67,220 68,030 3080 3950 5350 5410 Type 5 Type 4 Type 4 Type 4 77 99 134 135 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ������ ®S J.r�Tit* • No 27451 •. • •* o -r► : • *: FL "Re 114441 x.%t745. 7451 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.32 (8309) 8.30.11.xis ccl DDNKEI BERCER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173`• C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8309 - Set 32 Project Number: FTL -1 1 -0704 (40.1) Date Tested: 8/30/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/12/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2603 Weather: Cloudy Ticket No: 1869077 Air Temperature: 84 °F Cubic Yards: 110 of 200 Water Added on Site: - - - Batch Time: 8:35 AM Water Added by: - - - Arrival Time: 8:53 AM Date of Placement: 8/30/2011 Sample Time: 9:20 AM Location of Placement: Tilt Wall Panel No. 48 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type % of Specified Strength 32 -A 32 -B 32 -C 32 -D 32 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.01 4.01 12.63 12.63 38,950 49,890 3080 3950 Type 5 Type 4 77 99 Break Typel Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer .. �S7JY Jitx3y® ;Cl E 174 y .C4'14t® 11 10 No 27451 dos • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.32 (8309) 8.30.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 C1231), Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Lab ID No.: Date Tested: Technician Initials: Ms. Sherry Werner, EPA Certified Renovator, CGC Report Date: Project Manager: Contact Number: 8308 - Set 33 8/30/2011 J.A. 9/29/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2630 1869085 160 of 200 8/30/2011 Location of Placement: Tilt Wall Panels No. 52 and 53 Weather: Cloudy Air Temperature: 84 °F Batch Time: Arrival Time: Sample Time: 9:51 AM 10:15 AM 10:30 AM Test, Results Slump: 5.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested __ Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 33 -A 9/2/2011 3 4.00 12.57 30,560 2430 Type 3 61 33 -B 9/6/2011 7 4.00 12.57 55,330 4400 Type 4 110 33 -C 9/27/2011 28 4.00 12.57 70,470 5610 Type 4 140 33 -D 9/27/2011 28 4.00 12.57 74,640 5940 Type 5 149 33 -E 9/27/2011 (H) Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Type 6 cc: Client...(1) Juan Ramirez, E.I. Staff Engineer '.. 4 sZ�►NPo S �g 2 74F ;'��� 44111 !iv • .Z1 I IE( e a Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 451 0704.33 (8308) 8.30.11.xIs ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C61T • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8308 - Set 33 8/30/2011 J.A. 9/12/2011 Juan Ramirez, E.l• (954) 730-9114 Design Data Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2630 Weather: Cloudy Ticket No: 1869085 Air Temperature: 84 °F Cubic Yards: 160 of 200 Water Added on Site: - - - Batch Time: 9:51 AM Water Added by: - - - Arrival Time: 10:15 AM Date of Placement: 8/30/2011 Sample Time: 10:30 AM Location of Placement: Tilt Wall Panels No. 52 and 53 Test Results Slump: 5.00 in Air Content: - - - Concrete Temperature: 82 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter ( in ) Area (sq. Failure Loads (lbs) Compressive Strength (p si ) Break Type % of Specified ecifed Strength 33 -A 33 -B 33 -C 33 -D 33 -E 9/2/2011 9/6/2011 9/27/2011 9/27/2011 9/27/2011 3 7 28 28 (H) 4.00 4.00 12.57 12.57 30,560 55,330 2430 4400 Type 3 Type 4 61 110 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer gti61d88o0 No 27451 it FLegistrg 1) NiS%1 gili Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.33 (8308) 8.30.11.x15 ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 - C138 • C143 • C172 • C173 • C231 C11 617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 ' Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC l' Lab ID No Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8302 - Set 34 9/2/2011 O.C. 9/15/2011 Juan Ramirez, E.I. (954) 730 -9114 Age (days) Diameter (in) Area (sq. in) Design Data Compressive Strength (psi) Break Type Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental 4 7 28 28 (H) 4.00 4.00 12.57 12.57 Field Data 3330 4180 Type 5 Type 5 Truck No.: 2622 Ticket No: 1869186 Cubic Yards: 10 of250 Water Added on Site: - - - Water Added by: - - - Date of Placement: 9/2/2011 Location of Placement: Tilt Wall Panel No. 57 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Cloudy 80 °F 7:03 AM 7:20 AM 7 :40 AM Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 78 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type %of Specified Strength 34 -A 34 -B 34 -C 34 -D 34 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 12.57 12.57 41,860 52,490 3330 4180 Type 5 Type 5 83 105 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer • No 27451 .*9 fro r2, r.. •1• 10m Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.34 (8302) 09.02.11.xIs 001 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8303 - Set 35 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/2/2011 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 9/15/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: Regular Specified Slump 5.00 in Mix Designation: 405MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2319 Weather: Clear Ticket No: 1869192 Air Temperature: 80 °F Cubic Yards: 60 of 250 Water Added on Site: - - - Batch Time: 8:00 AM Water Added by: - - - Arrival Time: 8:25 AM Date of Placement: 9/2/2011 Sample Time: 8:40 AM Location of Placement: Tilt Wall Panel No. 42 Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 77 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs ( ) Compressive Strength g (psi) Break Type % of Specified Strength 35 -A 35 -B 35 -C 35 -D 35 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 12.57 12.57 42,450 52,870 3380 4210 Type 5 Type 5 85 105 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer e,ps•J. TF : No 27451 . Tgifer i • �� "��flapfl.P Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.35 (8303) 09.02.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 •C78•C138•C143•C172•C173•C231 •C511 •C617•C1064•C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8304 - Set 36 9/2/2011 O.C. 9/15/2011 Juan Ramirez, E.I. (954) 730 -9114 Compressive Strength Test Results Cylinder Design Data Diameter Area Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 405MC Continental % of 2600 Date Tested Age (days) Truck No.: 2600 Ticket No: 1869200 Cubic Yards: 110 of 250 Water Added on Site: - - - Water Added by: - - - Date of Placement: 9/2/2011 Location of Placement: Tilt Wall Panel No. 28 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 82 °F 8:33 AM 9:05 AM 9:40 AM Test Results Slump: Concrete Temperature: 6.25 in Air Content: - - - 77 °F Unit Weight - - - Compressive Strength Test Results Cylinder Diameter Area Failure Compressive % of No. Date Tested Age (days) (in) (sq. in) Loads (lbs) Strength (psi) Break Type Specified Strength 36 -A 9/6/2011 4 4.00 12.57 37,140 2950 Type 5 74 36 -B 9/9/2011 7 4.00 12.57 49,770 3960 Type 5 99 36 -C 9/30/2011 28 36 -D 9/30/2011 28 36 -E 9/30/2011 (H) Break Type' Type 1 Cone Type 2 Cone & Split Type 3 Columnar Type 4 Shear Type 5 Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Type 6 cc: Client...( I) Juan Ramirez, .1 Staff Engineer t`0p,S J. 7- • No 27451 ".$111:1•.. :* 'O ••• • TAT S. Q. .T omasY .per,' 4 : e I N t t e •' 51 .0 vrt _ .' etewog • Sarasota No. 6870 Fort Lauderdale Port St. Lucie West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 0704.38 (8304) 09.02.11.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report `ASTM: C31 • C39 • C78 • C138 . C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8305 - Set 37 9/2/2011 O.C. 9/15/2011 Juan Ramirez, E.1 (954) 730-9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental 2600 Truck No.: 2310 Ticket No: 1869205 Cubic Yards: 160 of 250 Water Added on Site: - - - Water Added by: - - - Date of Placement: 9/2/2011 Location of Placement: Tilt Wall Panel No. 33 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 85 °F 9:16 AM 9:45 AM 10:25 AM Test Results' Slump: 7.00 in Concrete Temperature: 78 °F Air Content: Unit Weight - - - - - - Compressive Strength Test Results: Cylinder No. Date Tested Age (days) 37-A 3 7 -B 37 -C 37 -D 37 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) Diameter (in) 4.00 4.00 Area (sq. in) Failure Loads (Ibs) 12.57 12.57 35,140 45,790 Compressive Strength (psi) 2800 3640 Break Type Type 3 Type 4 of Specified Strength 70 91 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer Fort Lauderdale Port St. Lucie West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 *. A —0 • v%; ®rtrurrrrw fA ®�. 27.�_ . � :53 °. Thf3r1IAsi-(ET er,� L'0,11112tti •rC;� '.�,� ��j gistration�(c 2 t zpn�g�6� • Sarasota No. 6870 0704.37 (8305) 09.02.11.xis ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 8306 - Set 38 Date Tested: 9/2/2011 Technician Initials: O.C. Report Date: Project Manager: Contact Number: 9/15/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 405MC Mix Supplier: Continental 2600 Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2600 1869213 210 of250 9/2/2011 Location of Placement: Tilt Wall Panel No. 40 Weather: Cloudy Air Temperature: 85 °F Batch Time: Arrival Time: Sample Time: 10:22 AM 10:55 AM 11:30 AM Test Results Slump: 7.00 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer G • •O v A ,�.• ♦• • : No 27451 ,Xho J. eppe 66� ti • � 451 9 6. 114 Zle.I;v110"‘ Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.38 (8306) 09.02.1 t.xls ccl Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 38 -A 38 -B 38 -C 38 -D 38 -E 9/6/2011 9/9/2011 9/30/2011 9/30/2011 9/30/2011 4 7 28 28 (H) 4.00 4.00 12.57 12.57 36,840 52,290 2930 4160 Type 5 Type 5 73 104 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer G • •O v A ,�.• ♦• • : No 27451 ,Xho J. eppe 66� ti • � 451 9 6. 114 Zle.I;v110"‘ Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.38 (8306) 09.02.1 t.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • ••,C231 • C5 •C •C1064•C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC LAO ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8323 - Set 39 9/12/2011 O.C. 9/22/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 8.00 in Specified Air Content: - - - Mix Type: GROUT 50/50 SLAG Mix Designation: 90MC Mix Supplier: Continental 2600 Truck No.: 2622 Weather: Clear Ticket No: 1869454 Air Temperature: 80 °F Cubic Yards: 5 of 5 Water Added on Site: - - - Batch Time: 7:56 AM Water Added by: - - - Arrival Time: 8:10 AM Date of Placement: 9/12/2011 Sample Time: 8:30 AM Grouting (Footing to Panel Connection) Under Tilt Panels No. 1 to No. 19 and No. Location of Placement: 44 to No. 53 Test Results Slump: 8.00 in Air Content: - - - Concrete Temperature: 86 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 39 -A 39 -B 39 -C 39 -D 9/19/2011 10/10/2011 10/10/2011 10/10/2011 7 28 28 (H) 3.01 7.12 19,940 2800 Type 2 70 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Fort cc: Client... (1) Juan Ramirez, E.I. Staff Engineer otis 4,,7,:elljtS ".. CENS+.AA -10 . • No 27451 t9 a . .tea a . • .. STA Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 if 0704.39 (8323) 09.12.11.xls cc1 DUNKELBERCER engineering & testing, inc. Grout Test Report (ASTM: C39 • C143 • C172 • C476 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 8405 - Set 40 Project Number: FTL -11 -0704 (40.1) Date Tested: 9/16/2011 Technician Initials: J.A. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/20/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.1. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 4000 psi Mix Type: GROUT 50/50 SLAG Specified Slump 8.00 in Mix Designation: 90MC Specified Air Content: - - - Mix Supplier: Continental Date Tested Field Data Truck No.: 2521 Weather: Clear Ticket No: 1869610 Air Temperature: 82 °F Cubic Yards: 7 of 7 Water Added on Site: - - - Batch Time: 7:49 AM Water Added by: - - - Arrival Time: 8:02 AM Date of Placement: 9/16/2011 Sample Time: 8:20 AM Location of Placement: Grouting at Dormitory Building (South Wall) and Chiller Building (Footing to Panel Connection) Test Results Slump: 9.00 in Air Content: - - - Concrete Temperature: 79 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. (q in ) Failure Loads (lbs) ( ) Compressive g th Strength Break Type % of Specified Strength 40 -A 40 -B 40 -C 40 -D 9/23/2011 10/14/2011 10/14/2011 10/14/2011 7 28 28 (H) 2.99 3.00 3.01 7.02 7.06 7.12 24,560 29,180 30,310 3500 4130 4260 Type 4 Type 5 Type 5 88 103 107 Break Type` Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions ECEIVE cc: R 1) OCT 2 4 2011 MOSS Juan Ramirez, E.1. Staff Engineer 011fInntl ,�Ot4NS J. T X1,0 Q FA �� No 274 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.40 (6405) 09.16.11(grout).x1s ccl r i DUNKELBERGER engineering & testing, inc. Concrete Test Report 3 C78 C138•C1' si C 0 C12 Project Name: Project Number: Client Name: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified Renovator Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - b ID No.: 8428 - Set 41 Tested: 10/5/2011 ech :1 nitials: O.C. rt ate: NS 1 1 201Project Manager: Contact Number: 309 11/7/2011 Juan Ramirez, El. (954) 730-9114 Design Da" Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2609 475161 10 of 80 10/5/2011 Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Weather: Clear Air Temperature: 75 °F Batch Time: Arrival Time: Sample Time: 7:04 AM 7:35 AM 7:45 AM Location of Placement: Roof Concrete Topping at Northeast Corner of North Half of Building Test Results Slump: 7.00 in Concrete Temperature: 72 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 41 -A 10/12/2011 4I -B 11/2/2011 4 l -C 11/2/2011 41 -D 11/2/2011 7 28 28 (H) 4.02 4.01 4.00 12.69 12.63 12.57 35,960 52,030 52,100 2830 4120 4150 Type 4 Type 5 Type 4 of Specified Strength 81 118 119 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer • No 27451 ir; : * r • - • vv�tT��Ef oy v 404 •. ma e a ir °o..0. °►s�a io • ., 451 Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.41 (8428) 10.05. t 1.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report TM: 'c31 8 °C138 - :;C143 c Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 7 2 - ' ' 0 1 7 3 , . . , C 8 ' 1 7 ' " - 0 Ms. Sherry Werner, EPA Certified Renovator, CGC 2 Lab ID No.: 8427 - Set 42 Date Tested: 10/5/2011 Technician Initials: O.C. Report Date: 11/7/2011 Project Manager: Juan Ramirez, E.[. Contact Number: (954) 730 -9114 Design .Data "- Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2603 1870832 40 of 80 10/5/2011 Weather: Clear Air Temperature: 98 °F Batch Time: Arrival Time: Sample Time: Location of Placement: Roof Concrete To.. ina at Northwest Corner of North Half of Buildin 9:22 AM 9:45 AM 9:55 AM Test Results Slump: 6.00 in Concrete Temperature: 75 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type % of Specified Strength 95 128 119 42 -A 42 -B 42 -C 42 -D 10/12/2011 11/2/2011 11/2/2011 11/2/2011 4.02 4.01 4.01 12.69 12.63 12.63 41,950 56,630 52,390 3310 4480 4150 Type 4 Type 4 Type 5 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions Fort Lauderdale cc: Client...(1) NOV 1 1 2011 ,,,` otalrr�rrr�4i . • ' 0 2746�'j r �' Juan Ramirez, E.1. Staff Engineer • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.42 (8427) 10.05.71. xis cct DUNKELBERGER engineering & testing, inc. Concrete Test Report ST C138 C143 • C172 • C17 C2' 0 2; Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8421 - Set 43 10/6/2011 J.A. 11/7/2011 Juan Ramirez, E.[. (954) 730-9114 Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental 2600 Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2638 475228 10 of 80 10/6/2011 Weather: Clear Air Temperature: 83 °F Batch Time: Arrival Time: Sample Time: Location of Placement: 3rd Floor - Concrete Topping at North End of North Half of Building 11:51 AM 12:10 PM 12:20 PM Test Results Slump: 6.00 in Concrete Temperature: 80 °F Compressive Strength Test Results Air Content: - - - Unit Weight - - - Cylinder No. Date Tested Age (days) Diameter (in) 43 -A 10/13/2011 43 -B 11/3/2011 43 -C 11/3/2011 43 -D 11/3/2011 3.99 4.00 4.02 Area (sq. in) 12.50 12.57 12.69 Failure Loads (lbs) 43,660 59,530 58,950 Compressive Strength (psi) 3490 4740 4640 Break Type % of Specified Strength 100 135 133 Type 4 Type 5 Type 4 EC Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEC ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) NOV 1 1 2011 MC?5 ‹LiAt 24"4"; M.5 Juan Ramirez, E.I. ,affir Staff Engineer �t` PSy ��r•:::: • ` No 274 ". • • i •* Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.43 (8421) 10.08.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report STM C31 . C39 C78 C138 0143 0172 C' 73' •`C231 . C51 23 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8422 - Set 44 10/6/2011 J.A. 11/7/2011 Juan Ramirez, E.I. (954) 730-9114 Design Da Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental 2600 Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2603 1870417 60 of 80 10/6/2011 Weather: Clear Air Temperature: 86 °F Batch Time: Arrival Time: Sample Time: Location of Placement: 3rd Floor - Concrete Topping at South End of North Half of Building 1:21 PM 1:45 PM 1:50 PM Test Results Slump: 5.00 in Concrete Temperature: 84 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder Diameter Area Failure Compressive % of No. Date Tested Age (days) (in) (sq. in) Loads (lbs) Strength (psi) Break Type Specified Strength 44 -A 10/13/2011 7 4.01 12.63 46,970 3720 Type 4 106 44 -B 11/3/2011 28 4.00 12.57 65,980 5250 Type 4 150 44 -C 11/3/2011 28 4.02 12.69 66,610 5250 Type 4 150 44 -D 11/3/2011 (H) Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descnptions cc: Client... (1) R ECEIVE %$ %11111118,1 ,,�0� r S J. l i� #, NOV 1 1 2011 .� w:7. E �y •eA,p''•, MCMS + *; No 27451 •; * S. Juan Ramirez, E.I. Me Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.44 (8422) 10.06.11.xls col DUN'KELBERGER engineering & testing, inc. Concrete Test Report 9 C78 r: C13 143 C172 • C173 C231�. 5' 01231 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8433 - Set 45 10/7/2011 O.C. 11/7/2011 Juan Ramirez, E.I. (954) 730-9114 Design! Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2328 1870438 10 of 80 10/7/2011 Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Weather: Cloudy Air Temperature: 80 °F Batch Time: Arrival Time: Sample Time: 7:12 AM 7:35 AM 7:45 AM Location of Placement: 2nd Floor - Concrete Topping - Northeast Corner of North Half of Building Test Results Slump: 5.50 in Concrete Temperature: 78 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder Diameter Area Failure Compressive % of No. Date Tested Age (days) Break Type Specified (in) (sq. in) Loads (Ibs) Strength (psi) Strength 45 -A 10/14/2011 7 4.02 12.69 40,600 3200 Type 4 91 45 -B 11/4/2011 28 4.02 12.69 49,800 3920 Type 5 112 45 -C 11/4/2011 28 4.00 12.57 51,020 4060 Type 4 116 45 -D 11/4/2011 (H) o Aim sow ®q, so 011101116I Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 'Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) NOV 1 1 2011 ,o , wit, ��PS J.T�,,i MCMS No 27451 % *: Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.45 (8433) (0.0711.xls cc1 r r DUNKELBERGER engineering & testing, inc. Concrete Test Report TM: 034 FC39' C78 -;0138 C143 • C172 0173 • C231 . C5 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8434 - Set 46 10/7/2011 O.C. 11/7/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2602 475267 50 of 80 10/7/2011 Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Weather: Cloudy Air Temperature: 80 °F Batch Time: Arrival Time: Sample Time: 8:59 AM 9:30 AM 9:40 AM Location of Placement: 2nd Floor - Concrete Topping, Northwest Corner of North Half of Building Test Results Slump: 6.00 in Concrete Temperature: 77 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 46 -A 10/14/2011 46 -B 11/4/2011 46 -C 11/4/2011 46 -D 11/4/2011 7 28 28 (H) 4.02 4.01 4.01 12.69 12.63 12.63 43,090 53,250 51,650 3390 4220 4090 Type 4 Type 4 Type 5 % of Specified Strength 97 121 117 Break Type Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(t) oate NOV 1 1 2011 �.'' pS J. r'' •I� M,SS" No 27451 11 e dot • Juan Ramirez, E.I. Staff Engineer Fort Lauderdale Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.46 (8434) 1007.11.xls cot DUH'KELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) 1 2011 Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC b ID No.: 8504 - Set 47 to Tested: 10/12/2011 Ian Initials: J.A. Report Date: 11/10/2011 roject Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design' Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 419MC Mix Supplier: Continental 2328 Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2521 1870603 10 of 170 10/12/2011 Weather: Clear Air Temperature: 80 °F Location of Placement: North Half of Building - Middle Section, Level 1 Batch Time: Arrival Time: Sample Time: 7:06 AM 7:30 AM 7:45 AM Test Results Slump: 5.00 in Concrete Temperature: 78 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 47 -A 47 -B 47 -C 47 -D 10/19/2011 11/9/2011 11/9/2011 11/9/2011 7 28 28 (H) 4.01 4.00 4.01 12.63 12.57 12.63 53,050 78,180 75,370 4200 6220 5970 Type 5 Type 4 Type 4 of Specified Strength 105 156 149 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) 44410 R*44441e-115 Juan Ramirez, E.I. 4y7r Staff Engineer yped�naae�rjr� * �1,1 O NS J. r �, el, ff No 27451 y Y Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.47 (8504) 10.12.11. xis cc1 C 1 DUNKELBERGER engineering & testing, inc. Concrete Test Report 0138 0143 0172 0173 0231 0511 C61' Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Siiite''300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Reno 8 2011 Lab ID No.: 8505 - Set 48 Date Tested: 10/ 12/2011 cian Initials: J.A. Report Date: 11/10/2011 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Daf Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 419MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2603 1870616 60 of 170 10/12/2011 Weather: Clear Air Temperature: 82 °F Location of Placement: North Half of Bulding, Northwest Corner, Level 1 Batch Time: Arrival Time: Sample Time: 8:42 AM 9:00 AM 9:05 AM Test Results Slump: 5.50 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 48 -A 48 -B 48 -C 48 -D 10/19/2011 11/9/2011 11/9/2011 11/9/2011 7 28 28 (1.1) 4.01 4.00 4.02 12.63 12.57 12.69 53,940 76,180 74,640 4270 6060 5880 Type 4 Type 4 Type 4 % of Specified Strength 107 152 147 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) .cluews 1244%ite5 Juan Ramirez, E.I. Staff Engineer No 27451 • 1.L • ate: • ^�°1�has 111 • �� Fort Lauderdale Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.48(8505) 10.12.11.xlscc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report C78 C138 • C143 • C172 - C173 X106+ Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Sf ite Fort. Lauderdale, Florida 33311 0NUV 1 8 2011 Ms. Sherry Werner, EPA Certified Ren8va or, Lab ID No.: Date Tested: ician Initials: Report Date: Project Manager: Contact Number: 8506 - Set 49 10/12/2011 J.A. 11/10/2011 Juan Ramirez, E.I. (954) 730-9114 sign: Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 419MC Continental 23-8 Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2310 1870622 110 of 140 10/12/2011 Weather: Clear Air Temperature: 82 °F Location of Placement: North Half of Building - Southwest Corner, Level 1 Batch Time: Arrival Time: Sample Time: 9:45 AM 10:15 AM 10:30 AM Test Results Slump: 5.50 in Concrete Temperature: 80 °F Air Content: - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 49 -A 49 -B 49 -C 49 -D 10/19/2011 11/9/2011 11/9/2011 11/9/2011 7 28 28 (H) 4.01 4.01 4.01 12.63 12.63 12.63 55,940 69,200 71,450 4430 5480 5660 Type 5 Type 4 Type 5 % of Specified Strength 111 137 142 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descnptions cc: Client... (I ) 44404 mile Juan Ramirez, E.1. Staff Engineer T1 e %��:k p,Sw' J. 7-44 �Aok��� e No 27451 m Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.40 (6500) 1 012.1l. Is cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: C78 • 'C1.38 • C143 Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 NOV 1 8 201'fe 064 ID No.: 8512 - Set 50 ested: 10/13/2011 Initials: O.C. Report Date: ejSaject Manager: ontact Number: Ms. Sherry Werner, EPA Certified Renovator, CGC 11/11/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM - Fiber Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2408 1870657 10 of 90 10/13/2011 Weather: Clear Air Temperature: 80 °F Batch Time: Arrival Time: Sample Time: Location of Placement: Roof Concrete Topping, Southeast Corner of South Half of Building 7:05 AM 7:30 AM 7:45 AM Test Results Slump: 5.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 50 -A 50 -B 50 -C 50 -D 10/20/2011 11/10/2011 11/10/2011 11/10/2011 7 28 28 (H) 4.02 4.01 4.02 12.69 45,430 12.63 58,260 12.69 55,260 3580 4610 4350 Type 5 Type 5 Type 4 % of Specified Strength 102 132 124 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) clutavi Reiet4 re5 Juan Ramirez, E.I. Staff Engineer you ga.d J. r,..4.44, EN.+ 27451 :. •* sk .. Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.50 (8512) 10 .12.1 l xis col DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC ID No.: Tested: Initials: Report Date: ject Manager: Contact Number: 8522 - Set 51 10/13/2011 O.C. 11/11/2011 Juan Ramirez, E.1• (954) 730-9114 resign Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 25343 31841901 10 of 10 10/13/2011 Weather: Clear Air Temperature: 80 °F Batch Time: Arrival Time: Sample Time: 7:37 AM 8:20 AM 8:30 AM Location of Placement: Slab -on- Grade: Entryway on Northwest 115th Street and Northwest 1st Avenue Test Results Slump: 6.50 in Concrete Temperature: 83 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 51 -A 51 -B 51 -C 51 -D 10/20/2011 11/10/2011 11/10/2011 11/10/2011 7 28 28 (H) 4.00 4.01 4.01 12.57 12.63 12.63 34,810 49,200 47,430 2770 3900 3760 Type 4 Type 5 Type 5 of Specified Strength 92 130 125 Break Type'' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer "° ..... s •Aa �.�d No 51 . — • • 11• 5 Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.51 (8522) 10.13.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report STM g;. 8 - `C138.= C143 G172 .C:173. C231 C Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Lauderdale, Florida 33311 G1464 • C1231.) Lab ID No.: 8513 - Set 52 e Tested: 10/13/2011 Initials: O.C. ort Date: R 2°11 Pr ect Manager: Contact Number: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - 11/11/2011 Juan Ramirez, E.1. (954) 730-9114 Mix Type: PRPM - Fiber Mix Designation: 387MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2622 1070667 60 of 90 10/13/2011 Weather: Clear Air Temperature: 80 °F Batch Time: Arrival Time: Sample Time: 8:32 AM 9:00 AM 9:15 AM Location of Placement: Roof Concrete Topping at Southwest Comer of South Half of Building Test Results Slump: 6.00 in Concrete Temperature: 83 °F Air Content: - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 52 -A 52 -B 52 -C 52 -D 10/20/2011 11/10/2011 11/10/2011 11/10/2011 7 28 28 (H) 4.01 4.00 4.00 12.63 12.57 12.57 40,100 56,170 58,510 3180 4470 4660 Type 5 Type 5 Type 5 of Specified Strength 91 128 133 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 1 Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. - 1 i Staff Engineer oil% la I if Oh No 27451 • *:$1 i• Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.52 (8513) 10.13.11.41s cc1 `DUNKELBERDER engineering & testing, inc. Concrete Test Report (ASTM: 031 • C39 • C78 • C138 • C143.0172 Project Name: Project Number: Client Name: Attention: C173 •C231•C511•0617 •C1064•01231)" Barry University Dormitory FTL -I 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suit' 00 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renov EWE Te b ID No.: e Tested: Initials: ( 5 2 011 port Date: Project Manager: sC ontact Number: Design Data 8523 - Set 53 10/21/2011 J.A. 11/18/2011 Juan Ramirez, E.I. (954) 730 -9114 Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Field Data `! Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2313 1870908 10 of 80 10/21/2011 Weather: Clear Air Temperature: 70 °F Batch Time: Arrival Time: Sample Time: 7:04 AM 7:30 AM 7:40 AM Location of Placement: Concrete Topping, Southwest Corner of South Half of Building, 3rd Floor Test Results Slump: 5.50 in Concrete Temperature: 83 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results, Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 53 -A 53 -B 53 -C 53 -D 10/28/2011 11/18/2011 11/18/2011 11/18/2011 7 28 28 (H) 4.02 4.00 4.01 12.69 12.57 12.63 45,760 63,520 64,110 3610 5050 5080 Type 5 Type 4 Type 5 % of Specified Strength 103 144 145 Break Type'. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (I ) getessaref3 Juan Ramirez, E. I. loyir Staff Engineer .�`0:04S J.�rr. • • • No T45t . • • • Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.53 (8523) 10.21.11.x1s cc1 r , DUHKEIIBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • . C78 • C138 • C143 • C172 • C173 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) C231 • C511 • C617 • C1064 • C1231) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab 1D No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8523 - Set 53 10/21/2011 J.A. 11/1/2011 Juan Ramirez, E.I• (954) 730 -9114 Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Design Data Mix Type: Mix Designation: Mix Supplier: PRPM 387MC Continental ield Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2313 1870908 10 of 80 10/21/2011 Weather: Clear Air Temperature: 70 °F Batch Time: Arrival Time: Sample Time: 7:04 AM 7:30 AM 7:40 AM Location of Placement: Concrete Topping, Southwest Corner of South Half of Building, 3rd Floor Test Results Slump: 5.50 in Concrete Temperature: 83 °F Air Content: - Unit Weight - - - Cylinder No. 53 -A 53 -B 53 -C 53 -D Date Tested 10/28/2011 11/18/2011 11/18/2011 11/18/2011 Compressive Strength Test Results Age (days Diameter (in) 7 28 28 (H) 4.02 Area (sq. in) 12.69 Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 103 45,760 3610 Type 5 lCEIVE reek Type' Type 1 Type 2 Type 3 Type 4 Type 5 4Wype 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom I Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) NOV 1 0 2011 $b' sOat nS nn 1!I rrr T F'. 1v1959 No 27451 t9 Juan Ramirez, E.I. Staff Engineer • es es �5 Fort Lauderdale Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.53 (8523) 10.21.11.xts ccl 'DUNKELBERGER engineering & testing, inc. Concrete Test Report ASTM :. C31 • C39 • C78 • C138 • C143 Project Name: Project Number: Client Name: Attention: • C172 • C173 • C231 • C511 C617 • C1064 C1231),'. Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 30 Fort Lauderdale, Florida 33311 Lab ID No.: ate Tested: n Initials: Ms. Sherry Werner, EPA Certified Renovar, 2011 port Date: ct Manager: Contact Number: 8524 - Set 54 10/21/2011 J.A. 11/18/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2328 1870911 60 of 80 10/21/2011 Field Data '. Weather: Clear Air Temperature: 78 °F Batch Time: Arrival Time: Sample Time: 7:45 AM 8:14 AM 8:30 AM Location of Placement: Concrete Topping, Southeast Corner of South Half of Building, 3rd Floor Test Results Slump: 5.50 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. 54 -A 54 -B 54 -C 54 -D Date Tested Age (days) 10/28/2011 11/18/2011 11/18/2011 11/18/2011 7 28 28 (H) Diameter (in) 4.01 4.00 4.01 Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 12.63 12.57 12.63 34,790 47,100 48,090 2750 3750 3810 Type 4 Type 5 Type 4 % of Specified Strength 79 107 109 Break Type': Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) 4144411 1,24,40411” Juan Ramirez, E.I.' Staff Engineer +0 firer /111iiiirrd ,= No 2'7451 -4111:4•4? 111" • • .* Fort Lauderdale Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.54 (8524) 10.21.11.xis ccl 'DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 C138 • C143 • C172 C173 • C231 • C511 • C617 • C1064 •'C1231)' Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8524 - Set 54 10/21/2011 J.A. 10/31/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2328 1870911 60 of 80 10/21/2011 Data Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Weather: Clear Air Temperature: 78 °F Batch Time: Arrival Time: Sample Time: 7:45 AM 8:14 AM 8:30 AM Location of Placement: Concrete Topping, Southeast Corner of South Half of Building, 3rd Floor Test Results Slump: 5.50 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 54 -A 54 -B 54 -C 54 -D 10/28/2011 11/18/2011 11/18/2011 11/18/2011 7p 20 28 (H) 4.01 12.63 tr"eak"" Type ,`."' Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture illype 6 Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) 34,790 2750 NOV 1 0 2011 •y • •* Type 4 % of Specified Strength 79 Juan Ramirez, E.I. Staff Engineer Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.54 (8524) 1021.11.xls ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report C138 C143.;C172 ; C17 C23 C511 C123 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FT L -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 30 Fort Lauderdale, Florida 33311 No.: 8527 - Set 55 sted: 10/24/2011 ials: J.A. Ms. Sherry Werner, EPA Certified Renovator, Techni 0 9 2011 port Date: 12/1/2011 Project Manager: Juan Ramirez, E.I. ct Number: ' (954) 730 -9114 Specified Strength: 3500 psi Specified Slump 6.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2628 1870975 10 of 80 10/24/2011 Weather: Cloudy Air Temperature: 77 °F Batch Time: Arrival Time: Sample Time: 7:02 AM 7:30 AM 7:38 AM Location of Placement: Concrete Topping, Southwest Corner of South Half of Building, 2nd Floor Test Results Slump: 7.00 in Concrete Temperature: 82 °F Air Content: — - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type % of Specified Strength 55 -A 55 -B 55 -C 55 -D 10/31/2011 11/21/2011 1 1/21/201 1 11/21/2011 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 50,450 70,230 71,000 4010 5590 5650 Type 5 Type 3 Type 3 115 160 161 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer bet T ®_,tonic :Gdpb� ®d �, _,p,S , T e,o ,' Or: ........, �A 'tom e ®�°,tl;: CE/ys Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.55 (8527) 10.24.11.x94 ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 . C39 • C78 Project Name: Project Number: Client Name: Attention: C138•C143•C172•C173.C231 •C511 •C617•C1064•C1231) Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8527 - Set 55 10/24/2011 J.A. 10/31/2011 Juan Ramirez, E.I (954) 730-9114 • Design Data Specified Strength: 3500 psi Specified Slump 6.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2628 1870975 10 of 80 10/24/2011 Weather: Cloudy Air Temperature: 77 °F Batch Time: Arrival Time: Sample Time: 7:02 AM 7:30 AM 7:38 AM Location of Placement: Concrete Topping, Southwest Corner of South Half of Building, 2nd Floor Test Results Slump: 7.00 in Concrete Temperature: 82 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 55 -A 55 -B 55 -C 55 -D 10/31/2011 11/21/2011 11/21/2011 11/21/2011 7 28 28 (H) 4.00 12.57 50,450 4010 Type 5 % of Specified Strength 115 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 "type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client... (1) E EVE NOV 1 0 2011 M9SS A'? \- cF E`9�. No 27451 . �slAir /ti�u...... Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 , P. 0704.55 (8527) 10.29.11.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report `All:.0 9 C. ,'C138 ". C143 . C172 - C173 231: C5 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 3 4" ` i E l 0 9 2011 Fort Lauderdale, Florida 33311 D No.: 8526 - Set 56 ested: 10/24/2011 itials: J.A. Techn Ms. Sherry Werner, EPA Certified Renovator, ort Date: Project Manager: stact Number: 12/1/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 3500 psi Specified Slump 6.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2610 560401 60 of 80 10/24/2011 Weather: Cloudy Air Temperature: 77 °F Batch Time: Arrival Time: Sample Time: 8:22 AM 9:00 AM 9:10 AM Location of Placement: Concrete Topping, Northwest Corner of South Half of Building, 2nd Level Test Results Slump: 6.50 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in ) Area (sq. in ) Failure (lbs) lbs ) Compressive si Stren th (psi) Break Type % of Specified Strength 56 -A 10/31/2011 7 4.00 12.57 43,090 3430 Type 2 98 565 -B 11/21/2011 28 4.00 12.57 60,290 4800 Type 6 137 56 -C 11/21/2011 28 4.00 12.57 60,980 4850 Type 5 139 565 -D 11/21/2011 (H) Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) 411.44 rz••...4iii) 611-rr Juan Ramirez, E.I. Staff Engineer 001310tNrrag, oou,A NS J. Ttc�i4 df ��,rC;•• �GEN s:;z. '�A��i .. No 27451 •9 • •• • FL 48iri�%, 1}rt�' Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.56 (8526) 10.24.11.4s cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC C617 • C1064 •'C1231) Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 8526 - Set 56 10/24/2011 J.A. 11/1/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 3500 psi Specified Slump 6.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2610 560401 60 of 80 10/24/2011 Weather: Cloudy Air Temperature: 77 °F Batch Time: Arrival Time: Sample Time: 8:22 AM 9:00 AM 9:10 AM Location of Placement: Concrete Topping, Northwest Corner of South Half of Building, 2nd Level Slump: 6.50 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Cylinder No. Date Tested Age (days) Compressive Strength Test Results Failure Compressive Loads (lbs) Strength (psi) Diameter Area (in) (sq. in) Break Type 56 -A 565 -B 56 -C 565 -D 10/31/2011 11/21/2011 11/21/2011 11/21/2011 7 28 28 (H) 4.00 12.57 43,090 3430 Type 2 of Specified Strength 98 Type 1 Type 2 Type 3 Type 4 Type 5 •YPe 6 Break Type' Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) NOV 1 0 2011 Juan Ramirez, E.I. Staff Engineer *:!: • ::1 ,, oi *: - 27. , :9 I�i�lri 4ALO • T gistra 'o s '9. V d`d, ONAL'� `9pti°A98e>tp�{ Fort Lauderdale • Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.58 (8528) 10.24.11.xIs cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: 8 ,C138 •.'C143 • 0172 • C173 • C231 Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite Fort Lauderdale, Florida 33311 b ID No.: Tested: Initials: Tec 092011 Report Date: P oject Manager: ftitt 'tact Number: Ms. Sherry Werner, EPA Certified Renovato 8544 - Set 57 10/25/2011 J.A. 12/1/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 419MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2600 1871017 10 of 150 10/25/2011 Location of Placement: West End of South Half of Building, 1st Floor Weather: Clear Air Temperature: 77 °F Batch Time: Arrival Time: Sample Time: 7:04 AM 7:25 AM 7:35 AM Test Results Slump: 5.50 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 57 -A 11/1/2011 7 4.01 12.63 69,940 5540 Type 4 139 57 -B 11/22/2011 28 4.00 12.57 75,400 6000 Type 4 150 57 -C 11/22/2011 28 4.00 12.57 75,580 6010 Type 4 150 57 -D 11/22/2011 (H) Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer • l" i ees�►4kS J. 7.40i4, No 27451 ' s • �1r �d rl fii, 4I_• * Eti + Tepper FL Re, , ;fit Of Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 !{ a 070457 (8544) 10.25.11.x18 ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 NOV 1 8 2Pth No.: 8544 - Set 57 ested: 10/25/2011 nitials: J.A. Report Date: M9SSect Manager: Contact Number: Ms. Sherry Werner, EPA Certified Renovator, CGC 11/10/2011 Juan Ramirez, E.I. (954) 730-9114 Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 419MC Mix Sunalier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2600 1871017 10 of 150 10/25/2011 Location of Placement: West End of South Half of Building, 1st Floor Weather: Clear Air Temperature: 77 °F Batch Time: Arrival Time: Sample Time: 7:04 AM 7:25 AM 7:35 AM Test Results Slump: 5.50 in Concrete Temperature: 80 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 57 -A 11/1/2011 7 4.01 12.63 69,940 5540 Type 4 139 57 -B 11/22/2011 28 57 -C 11/22/2011 28 57 -D 11/22/2011 (H) Break Type Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) tlt•-•4e4 rievnire.3 Juan Ramirez, E.I. Staff Engineer '1R9a918d Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.57 (8544) 10.25. l l.xls cct DUNKELIBERGER engineering & testing, inc. Concrete Test Report BAR C3 ;039 • C78 . C138 • C143 •0172 • C17 •`C231. 11 -. 7 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Sui Fort Lauderdale, Florida 33311 ab ID No.: 8545 - Set 58 to Tested: 10/25/2011 Initials: J.A. Ms. Sherry Werner, EPA Certified Renov 9 2011 port Date: Project Manager: Contact Number: 12/1/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular 419MC Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2328 1871023 60 of 150 60 Gallons 10/25/2011 Location of Placement: Southwest Corner of South Half of Bulding, Weather: Clear Air Temperature: 78 °F Batch Time: Arrival Time: Sample Time: 1st Floor Pour 7:50 AM 8:I4 AM 8:35 AM Test Results Slump: 7.00 in Concrete Temperature: 75 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 58 -A 58 -B 58 -C 58 -D 11/1/2011 11/22/2011 11/22/2011 11/22/2011 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 56,100 73,060 74,500 4460 5810 5930 Type 4 Type 4 Type 4 112 145 148 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ��A.��yetr,r11sri, +i % SAS J. j- ►ir Ate ;,,b14q -. -0000 ,V�• No 27451 •tom Oe • affr., ...... FL RegtS 4. 1 , 12 t {�'•'� Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 • 0704.58 (8545)1025.11.4s 551 DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: 1 Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: Fort Lauderdale, Florida 33311 roject Manager: Contact Number: Ms. Sherry Werner, EPA Certified Renovator, CGC NOV 1 8 2011T 2 b ID No.: 8545 - Set 58 e Tested: 10/25/2011 n Initials: J.A. 11/10/2011 Juan Ramirez, E.1. (954) 730-9114 esign Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - Mix Type: Mix Designation: Mix Supplier: Regular 419MC Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 2328 1871023 60 of 150 60 Gallons 10/25/2011 Weather: Clear Air Temperature: 78 °F Batch Time: Arrival Time: Sample Time: Southwest Corner of South Half of Bulding, 1st Floor Pour 7:50 AM 8:14 AM 8:35 AM Test Results Slump: 7.00 in Concrete Temperature: 75 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 58 -A 11/1/2011 58 -B 11/22/2011 58 -C 11/22/2011 87 -D 11/22/2011 7 28 28 (H) 4.00 12.57 56,100 4460 Type 4 % of Specified Strength 112 Break Type` Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descrptions cc: Client...(1) 4.44.4 124441t3 toy Juan Ramirez, E.1. 1T Staff Engineer �,O�p'S • J ' TFAaf. • No 27451 • • ;� * : • • Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.58 (8545) 10.25.11.xls ccl IUNKELBERGER engineering & testing, inc. Concrete Test Report STM C31` 4 C39 = C78 • 'C1: C 72 • C173�• C231, `C5 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Sui Fort Lauderdale, Florida 33311 .4:$ Te Lab ID No.: 8530 - Set 59 to Tested: 10/25/2011 n Initials: J.A. 300 DE;:, 0 9 2011 y r: ,..port Date: Project Manager: Contact Number: Ms. Sherry Werner, EPA Certified Renov Design Data ". 8 12/1/2011 Juan Ramirez, E.I. (954) 730-9114 Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 419MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2619 1871037 110 of 150 10/25/2011 Weather: Clear Air Temperature: 79 °F Batch Time: 9:15 AM Arrival Time: 9:45 AM Sample Time: 10:00 AM Location of Placement: Northeast Side of East Side of South Half of Building, 1st Floor Test Results Slump: 7.00 in Concrete Temperature: 81 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 59 -A 11/1/2011 7 4.00 12.57 58,310 4640 Type 4 116 59 -B 11/22/2011 28 4.00 12.57 74,070 5890 Type 4 147 59 -C 11/22/2011 28 4.00 12.57 74,980 5970 Type 4 149 59 -D 11/22/2011 (H) Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. jigrirm Staff Engineer o '4,1 ui1 1y *tool t e pe� aJ. • rill' aaaaa #4 27451 • nag Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.59 (8530) 10.25.11.xls ccl DUNKELBERGER engineering & testing, inc. Project Name: Project Number: Client Name: Attention: •.0138. :C Barry University Dormitory FTL -11 -0704 (40.1) Concrete Test Report NOV 1 s 2011 Moss & Associates 2101 North Andrews Avenue, Suite 3 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: ician Initials: Report Date: Project Manager: Contact Number: 8530 - Set 59 10/25/2011 J.A. 11/10/2011 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 4000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 419MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2619 1871037 110 of 150 10/25/2011 Field Data Weather: Clear Air Temperature: 79 °F Batch Time: Arrival Time: Sample Time: Location of Placement: Northeast Side of East Side of South Half of Building, 1st Floor 9:15 AM 9:45 AM 10:00 AM Test Results Slump: 7.00 in Concrete Temperature: 81 °F Air Content: - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type 59 -A 11/1/2011 59 -B 11/22/2011 59 -C 11/22/2011 59 -D 11/22/2011 7 28 28 (H) 4.00 12.57 58,310 4640 Type 4 of Specified Strength 116 Break Typel Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) 44A Juan Ramirez, E.I. khlt 11 Staff Engineer • ‘N.),0 •• C E N • A��i • r 27 • © T war. •r-�aa a` „WO SPOs Rift Fort Lauderdale • Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 070459 (8530) 10.25.11.x15 ccl DUNKELBERGER engineering & testing, inc. Concrete Test Report Project Name: Project Number: Client Name: Attention: •C138 • C143•C1.72yC173 Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 231'; Q 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, Tec n 9 2011 b ID No.: 8611 - Set 60 Tested: 11/2/2011 Initials: O.C. ort Date: Project Manager: ontact Number: 12/2/2011 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: - - - Date of Placement: 11/2/2011 2628 187137 10 of 20 Weather: Cloudy Air Temperature: 75 °F Location of Placement: Elevated Slab: Balcony at Front, East of Building Batch Time: Arrival Time: Sample Time: 7:19 AM 7:50 AM 8:00 AM Test Results Slump: 5.25 in Concrete Temperature: 78 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 60 -A 11/9/2011 60 -B 11/30/2011 60 -C 11/30/2011 60 -D 11/30/2011 7 28 28 (H) 4.01 4.01 4.01 12.63 12.63 12.63 52,510 74,610 76,210 4160 5910 6030 Type 4 Type 4 Type 4 % of Specified Strength 119 169 172 Break Typet Type 1 Type 2 Type 3 Type 4 Type 5 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Type 6 Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) 4tiovvi giaiabil Juan Ramirez, E.I. Staff Engineer Fort Lauderdale Port St. Lucie • West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 tpiiiN4dmit`4 .:�;:�, �GE1yS; ��i ,t .3 • • • Sarasota No. 6870 CP1 %``,+ too aml% •%" 0704.60 (8611) 11.2.11.4s ccl DUNKELIBERGER engineering & testing, inc. Concrete Test Report 0143 0172 • C173 • C23 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Fort Lauderdale, Florida 33311 f \\10V 1 8 2011 Ms. Sherry Werner, EPA Certified Reno Lab ID No.: 8611 - Set 60 Date Tested: 11/2/2011 cian Initials: O.C. Report Date: Project Manager: Contact Number: 11/10/2011 Juan Ramirez, E.1. (954) 730-9114 Desigt Data Specified Strength: 3500 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: PRPM Mix Designation: 387MC Mix Supplier: Continental Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2628 187137 10 of 20 11/2/2011 Field Da Weather: Cloudy Air Temperature: 75 °F Location of Placement: Elevated Slab: Balcony at Front, East of Building Batch Time: Arrival Time: Sample Time: 7:19 AM 7:50 AM 8:00 AM Test Results Slump: 5.25 in Concrete Temperature: 78 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. 60 -A 60 -B 60 -C 60 -D Date Tested Age (days) 11/9/2011 11/30/2011 11/30/2011 11/30/2011 7 28 28 (H) Diameter (in) 4.01 Area (sq. in) 12.63 Failure Loads (lbs) 52,510 Compressive Strength (psi) 4160 Break Type Type 4 % of Specified Stren tg h 119 Break .Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) 44414-1 P-mmt.ra5i4i4rr-' Juan Ramirez, E.I. Staff Engineer .3c E !V S �tJ�dd ♦� .pia �`"' ,A No 27451 Z: *' —1 :* w NM Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.60 (8611) 11.2.11.4s col DUNKELBERGE Grout Test Report STM: C39 43 C172• Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 C476 • C511 • C617 • C1064 •`C1231:' b ID No.: e Tested: n Initials: Report Date: Project Manager: ntact Number: Ms. Sherry Werner, EPA Certified Renovator 8801 - Set 61 12/5/2011 O.C. 1/17/2012 Juan Ramirez (954) 730-9114 Design Data Specified Strength: Specified Slump Specified Air Content: 300 psi Mix Type: Mix Designation: Mix Supplier: Lightweight Concrete On site mix Field Data Truck No.: On site mix Ticket No: - Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 12/5/2011 Location of Placement: Weather: Clear Air Temperature: 75 °F Batch Time: - - Arrival Time: Sample Time: Roof Topping - Lightweight Insulating Concrete - North Corridor 12:00 PM 12:30 PM Test Results Slump: - Concrete Temperature: - Air Content: - - - Oven Dried Unit Weight 46.12 pcf Compressive Strength Test Results Cylinder No. Date Tested Age (days) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type % of Specified Strength 61 -A 61 -B 61 -C 61 -D 1/2/2012 1/2/2012 1/2/2012 1/2/2012 28 28 28 28 7.12 7.12 7.06 7.16 2,395 2,600 2,380 2,440 340 370 340 340 Type 4 Type 5 Type 5 Type 6 113 123 113 113 Comments: Unit weight testing was performed in accordance with ASTM C 567. The test results confirmed that the material tested is in conformance with The 2007 Florida Building Code, Chapter 19, Section 1917. Break Tyler_ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ,'�1011t1rgj �`� pS J. �i�i„ w31Thon TeppRer, e&tstration 2740 10 t•a����. / Abp• Fort Lauderdale • Port St Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.61 (8801) 12.05.1 t (1.igflt eight Concrete) cot DUNKELBERGE Grout Test Report Project Name: Project Number: Client Name: Attention: (ASTM: C39 • C143 • C172 • C476 • C511 •` Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 064 • C1231) Ms. Sherry Werner, EPA Certified Renovatar;'C Lab ID No.: Date Tested: ician Initials: 8820 - Set 62 12/6/2012 O.C. Report Date: 1/17/2012 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Design Data Specified Strength: Specified Slump Specified Air Content: 300 psi Mix Type: Mix Designation: Mix Supplier: Lightweight Concrete On site mix Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: On site mix 12/6/2011 Weather: Clear Air Temperature: 75 °F Batch Time: Arrival Time: Sample Time: Roof Topping - Lightweight Insulting Concrete - West Corridor 12:15 PM 12:30 PM Test Results Slump: - Concrete Temperature: - Air Content: - - - Oven Dried Unit Weight 41.92 pcf ompressive Strength Test Results' Cylinder No. Date Tested Age (days) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) 62 -A 1/3/2012 62 -B 1/3/2012 62 -C 1/3/2012 62 -D 1/3/2012 28 28 28 28 7.06 7.12 7.06 7.12 3.360 3,390 3,305 3,360 480 480 470 470 Type 4 Type 4 Type 4 Type 3 % of Specified Strength 160 160 157 157 Comments: Unit weight testing was performed in accordance with ASTM C 567. The test results confirmed that the material tested is in conformance with The 2007 Florida Building Code, Chapter 19, Section 1917. Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer ; ••'�,` E �`SF•; 4:o °sa • • �r No i451 i . m SSTEKOFP. E: [CIS: �1�' strt3i n l l p; ,. ::. Fort Lauderdale Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.62 (8820) 12.06.11 (Light Weight Concrete) ccl JJONKELBERCER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 - C138 • C143 • C172 • C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Barry University Dormitory Lab ID No.: 9130 - Set 63 Project Number: FTL -11 -0704 (40.1) Date Tested: 1/13/2012 Technician Initials: O.C. Client Name: Moss & Associates 2101 North Andrews Avenue, Suite 300 Report Date: 2/14/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Design Data Specified Strength: 3000 psi Mix Type: Regular / Fibers Specified Slump 5.00 in Mix Designation: 305MC Specified Air Content: - - - Mix Supplier: Continental Field Data Truck No.: 2612 Weather: Clear Ticket No: 1873695 Air Temperature: 70 °F Cubic Yards: 10 of 30 Water Added on Site: - - - Batch Time: 10:09 AM Water Added by: - - - Arrival Time: 10:50 AM Date of Placement: 1/13/2012 Sample Time: 11:10 AM Location of Placement: Slab -on- Grade: Baseball Cage Test Results Slump: 5.50 in Air Content: - - - Concrete Temperature: 76 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 63 -A 63 -B 63 -C 63 -D 1'20/2012 2/10/2012 2/10/2012 2/10/2012 7 28 28 (H) 4.02 4.01 4.00 12.69 12.63 12.57 36,590 45,510 43.680 2880 3600 3480 Type 3 Type 4 Type 5 96 120 116 Break Type'. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) RECEIVE FEB 2 4 201Z t osrrmtt ,,. %`, pS J. `` +., Juan Ramirez, E.I. Staff Engineer •••,. -1 . Th."•'.s J. Tepper P.L F Taft trtSipn Nd4746 1 Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota'.:�1�° State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.63 (9130) 01.13.12.xls ccl 41iNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 •C39 C78 C138 C143.C172 C173 C231 •C511 •C617•C1064•C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Su Fort Lauderdale, Florida 33311 Lab ID No.: 9130 - Set 63 ate Tested: 1/13/2012 an Initials: O.C. Ms. Sherry Werner, EPA Certified Renovator, CGC Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - port Date: ct Manager: Contact Number: 1/27/2012 Juan Ramirez, E.I. (954) 730-9114 Mix Type: Mix Designation: Mix Supplier: Regular / Fibers 305MC Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2612 1873695 10 of 30 1/13/2012 Location of Placement: Slab -on- Grade: Baseball Cage Weather: Clear Air Temperature: 70 °F Batch Time: Arrival Time: Sample Time: 10:09 AM 10:50 AM 11:10 AM Test Results Slump: 5.50 in Concrete Temperature: 76 °F Air Content: - - - Unit Weight Compressive Strength Test Results % of Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type Specified Strength 63 -A 1/20/2012 7 4.02 12.69 36,590 2880 Type 3 96 63 -B 2/10/2012 28 63 -C 2/10/2012 28 63 -D 2/10/2012 (H) Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom 1 Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer Iio • • • • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 Ie 12 0 /! 451 0704.63 (9130) 01.13.12.xls cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • C617•:C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL-1 1-0704 (40.1) Client Name: Attention: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 9131 - Set 64 1/16/2012 J.A. 2/17/2012 Juan Ramirez, E.1. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular / Fiber Mix Designation: 305MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2620 1873737 10 of 60 1/16/2012 Weather: Clear Air Temperature: 74 °F Batch Time: Arrival Time: Sample Time: 6:35 AM 7:00 AM 7:25 AM Location of Placement: Sidewalk, East of Soccer Fields, 100' South and 10' East of Restrooms Test Results Slump: 6.00 in Concrete Temperature: 72 °F Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 64 -A 64 -B 64 -C 64 -D 1/23/2012 2/13/2012 2/13/2012 2/13/2012 7 28 28 (H) 4.03 4.01 4.01 12.76 12.63 12.63 32,450 40,380 42,460 2540 3200 3360 Type 3 Type 3 Type 2 % of Specified Strength 85 107 112 creak Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions EGovE MARolvn cc: Client.. SJ. T 4 �GES Ado. � �. _ 27451 • •* Juan Ramirez, E.I. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 .. 0 P.E. lie\ $ib. 27451 12. 0704.64 (9131) 01.16.12.xls col DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 •C39•C78•C138•C143•C172 • C173•C231 •C511 •C617•C1064•C1231) Project Name: Project Number: Client Name: Barry University Dormitory FTL -1 1 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite Fort Lauderdale, Florida 33311 b ID No.: Tested: Initials: Attention: Ms. Sherry Werner, EPA Certified Renovator GC rt Date: Project Manager: Contact Number: 9131 - Set 64 1/16/2012 J.A. 1/27/2012 Juan Ramirez, E.1. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular / Fiber 305MC Continental Field Data Truck No.: 2620 Weather: Clear Ticket No: 1873737 Air Temperature: 74 °F Cubic Yards: 10 of 60 Water Added on Site: - - - Batch Time: 6:35 AM Water Added by: - - - Arrival Time: 7:00 AM Date of Placement: 1/16/2012 Sample Time: 7:25 AM Location of Placement: Sidewalk, East of Soccer Fields, 100' South and 10' East of Restrooms Date Tested Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 72 °F Unit Weight - - - Compressive Strength Test Results. Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (Ibs) Compressive Strength (psi) Break Type of Specified Strength 64 -A 64 -B 64 -C 64 -D 1/23/2012 2/13/2012 2/13/2012 2/13/2012 7 28 28 (H) 4.03 12.76 32,450 2540 Type 3 85 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer `orrrsrrtrr AA ♦ No 27451 •: • • • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.64 (9131) 01.16.12.xls ccl iiiiKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 •C78 • C138 • C143 • C172 C173 • C231 • C511 • C617 • C1064 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: 9132 - Set 65 Date Tested: 1/16/2012 Technician Initials: J.A. Report Date: Project Manager: Contact Number: 2/17/2012 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular / Fiber Mix Designation: 305MC Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: Location of Placement: 2108 1873741 40 of 60 1/16/2012 Weather: Clear Air Temperature: 75 °F Batch Time: Arrival Time: Sample Time: 8:15 AM 9:00 AM 9:15 AM Sidewalk, East of Soccer Fields, 30' South and 10' West of Restrooms Test Results Slump: 6.00 in Concrete Temperature: 73 °F Air Content: - - - Unit Weight - - - ompressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type of Specified Strength 65 -A 65 -B 65 -C 65 -D 1/23/2012 2/13/2012 2/13/2012 2/13/2012 7 28 28 (H) 4.02 4.01 4.01 12.69 12.63 12.63 Break Type'., ..; , ... Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M-04 for detailed descriptions . Fort cc: Client...(1) 36,510 49,870 47,960 2880 3950 3800 MAR 012012 Lauderdale Juan Ramirez, E.I. Staff Engineer Port St. Lucie Type 5 Type 2 Type 2 96 132 127 S p,S J. F# • s• N 74 . ... • . S mas t Teppt. SE. ,`,••.44171t gis9Etioq.7 6!17451 o �� oRI "r °1i,'ONAL West Palm Beach • SaYAUMIlt State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.6519132)01.151241s cc1 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 • 617 • C1064 • C1231) Project Name: Barry University Dormitory Project Number: FTL -11 -0704 (40.1) Client Name: Attention: Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovat iEID No.: 9132 - Set 65 Tested: 1/16/2012 Initials: J.A. Tec 7 ZQ1D Report Date: Project Manager: 35ntact Number: 1/26/2012 Juan Ramirez, E.1. (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Mix Designation: Mix Supplier: Regular / Fiber 305MC Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 2108 1873741 40 of 60 1/16/2012 Weather: Air Temperature: Batch Time: Arrival Time: Sample Time: Clear 75 °F 8:15 AM 9:00 AM 9:15 AM Location of Placement: Sidewalk, East of Soccer Fields, 30' South and 10' West of Restrooms Test Results Slump: 6.00 in Air Content: - - - Concrete Temperature: 73 °F Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 65 -A 65 -B 65 -C 65 -D 1/23/2012 2/13/2012 2/13/2012 2/13/2012 7 28 28 (H) 4.02 12.69 36,510 2880 Type 5 96 Break Type' Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.1. Staff Engineer No 27451 • :* FL • s •Q— rilkiredLa to :7, fer91tr? p . Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.65 (9132) 01.16.12.W0 001 DUNKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 C138 • C143 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 G17 :.G23 • 617 • C1064 C1231) APR 262012Tec Ms. Sherry Werner, EPA Certified Renovator, CGC b ID No.: 9908 - Set 66 to Tested: 3/14/2012 'clan Initials: * Contractor Report Date: roject Manager: Contact Number: 4/19/2012 Juan Ramirez, E.I. (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 2.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 3/14/2012 Weather: - Air Temperature: - Batch Time: - Arrival Time: - Sample Time: - Location of Placement: Slab -on- Grade: Sidewalk - Dominican Hall Courtyard Test Results Slump: - Concrete Temperature: - Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 66 -A 66 -B 66 -C 66 -D 3/21/2012 4/11/2012 4/11/2012 4/11/2012 7 28 28 (H) 4.00 4.00 4.00 12.57 12.57 12.57 30,160 53,390 50,530 2400 4250 4020 Type 5 Type 3 Type 3 80 142 134 Comments: * Cylinders molded by contractor Type. Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer tosssttotrh 4t: S+••�CEN �AA���i 1•' No 27451 •. Fort Lauderdale Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.86 (9908) 03.14.12.xIs cc1 DUHKELRERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 C172 • C173 • C231 • C511 C617 • C1064 •C1231). Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, CGC Lab ID No.: Date Tested: Technician Initials: Report Date: Project Manager: Contact Number: 9908 - Set 66 3/14/2012 * Contractor 3/28/2012 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 2.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 3/14/2012 Field Data ECEIVE APR 0 9 2012 Location of Placement: Slab -on- Grade: Sidewalk - Do Weather: - ir Temperature: - Batch Time: Arrival Time: Sample Time: inican Hall Courtyard Test Results Slump: - Concrete Temperature: - Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type % of Specified Strength 66 -A 66 -B 66 -C 66 -D 3/21/2012 4/11/2012 4/11/2012 4/11/2012 7 28 28 (1-1) 4.02 12.69 30,160 2380 Type 5 79 Comments: * Cylinders molded by contractor Break Tv Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer Aostelonsfee 04 AAee • )10 3i4 �'1 �e 13 .• Their °per, . f 1a .: �Agt.@ strati I1bQ• $l • Fort Lauderdale Port St. Lucie West Palm Beach - Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.66 (9908) 03.14.12 cc1 DU'NKELBERGER engineering & testing, inc. Concrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 • C173 • C231 • C511 C617 •;C1O64 • C1231) Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 F.. ECEIVE Tec APR262d12 ab ID No.: e Tested: n Initials: Report Date: Project Manager: ontact Number: Ms. Sherry Werner, EPA Certified Renovator, 9909 - Set 67 3/20/2012 * Contractor 4/19/2012 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump 2.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 25421 32023115 8 of 30 3/20/2012 Weather: - Air Temperature: - Batch Time: Arrival Time: Sample Time: Location of Placement: Slab -on- Grade: Sidewalk - West Entrance to Existing Building 7:29 AM 8:00 AM Test Results Slump: - Concrete Temperature: - Air Content: - - - Unit Weight - - - Co mpressive Strength Test Results Cylinder No. 67 -A 67 -B 67 -C 67 -D Date Tested Age (days) 3/27/2012 4/17/2012 4/17/2012 4/17/2012 7 28 28 (H) Diameter (in) 4.00 4.01 4.01 Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 1 2.57 12.63 12.63 32,200 53,040 50,920 2560 4200 4030 Type 3 Type 5 Type 3 % of Specified Strength 85 140 134 Comments: * Cylinders molded by contractor reak Ty Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.I. Staff Engineer e,tsrrrr cie.we ... .. O i 444" i • Tp ais J. Toper,i4r , . tio I�,�'F.;yFcegistr�Ic��sCi`l s0S •. Fort Lauderdale Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.67 (9909) 03.20.12.xls cc1 DUJNKEIJBERGER engineering & testing, inc. ECEivE .± ncrete Test Report (ASTM: C31 • C39 • C78 • C138 • C143 • C172 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 C173 A63i )i• • C1064 • C1231) Lab ID No.: 10007 - Set 68 Date Tested: 3/22/2012 ian Initials: * Contractor Ms. Sherry Werner, EPA Certified Renovator, CGC Report Date: 4/23/2012 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Design Data Specified Strength: 3000 psi Specified Slump 5.00 in Specified Air Content: - - - Mix Type: Regular Mix Designation: 1163506 Mix Supplier: Cemex Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 25421 32026287 10 of 10 3/22/2012 Weather: - Air Temperature: - Batch Time: Arrival Time: Sample Time: Location of Placement: Slab -on- Grade: Sidewalk Along Northwest End of New Building 7:34 AM 8:00 AM Test Results Slump: - Concrete Temperature: - Air Content: - - - Unit Weight - - - Compressive Strength Test Results Cylinder No. 68 -A 68 -B 68 -C Date Tested Age (days) Diameter (in) Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 3/29/2012 4/19/2012 4/19/2012 7 28 28 4.00 4.01 4.02 12.57 12.63 12.69 34,540 44,960 45,340 2750 3560 3570 Type 3 Type 3 Type 3 of Specified Strength 92 119 119 Comments: * Cylinders mo ded by contractor Break Type'`' Type I Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client...(1) Juan Ramirez, E.1. Staff Engineer Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.68 (10007) 0322.12.xls cc1 a DUNKELBERGER engineering & testing, irirc. Concrete Test Report STM: C31- C39 C78 • C138 • C143 • C Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL-I 1-0704 (40.1) 7 •;C1064 Moss & Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 ID No.: Tested: APR 2 6 2O1 chnician Initials: Ms. Sherry Werner, EPA Certified Renovator, CGC Report Date: ject Manager: Contact Number: • C1231) 10128 - Set 69 4/11/2012 * Contractor 4/19/2012 Juan Ramirez, E.I. (954) 730-9114 Design Data Specified Strength: 3000 psi Specified Slump - Specified Air Content: - - - Mix Type: Regular Mix Designation: - Mix Supplier: Continental Field Data Truck No.: Ticket No: Cubic Yards: Water Added on Site: Water Added by: Date of Placement: 4/11/2012 Location of Placement: Sidewalks - South Edge of North Wing Weather: Clear Air Temperature: - Batch Time: Arrival Time: Sample Time: Test Results Slump: - Concrete Temperature: - Air Content: - - - Unit Weight - - - Compressive Strength Test. Results Cylinder No. 69 -A 69 -B 69 -C Date Tested Age (days) 4/18/2012 5/9/2012 5/9/2012 7 28 28 Diameter (in) 4.00 Area (sq. in) Failure Loads (lbs) Compressive Strength (psi) Break Type 12.57 28,490 2270 Type 3 of Specified Strength 76 Comments: * Cylinders molded by contractor reek. Typ Type 1 Type 2 Type 3 Type 4 Type 5 Type 6 Cone Cone & Split Columnar Shear Top or Bottom Side Fracture Side Fracture Around Either Top or Bottom ' Generalized descriptions. SEE ASTM C39/C39 -M -04 for detailed descriptions cc: Client... (1) Juan Ramirez, E.I. Staff Engineer S��r�,rr�i�dyrsdmCp �+ S J. T sre +1144,• . `�G E rosy Q9 7i41 . . VO .. .. ;M h °' %,Registration N.. ,2/ Si �ipp�}lt • �9NItVA� --• Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 0704.69 (10126) 04.11.12.xls ccl DUNKELBERGER engineering & testing, inc. www .dunkelberger- engineering.com • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach Moss & Associates 2101 North Andrews Avenue Suite 300 Fort Lauderdale, Florida 33311 MAY 0 9 2012 May 2, 2012 Progress Report No. 44 Sheet 1 of 2 Attention: Ms. Sherry Werner EPA Certified Renovator, CGC Subject: Barry University Dormitory Miami Shores, Florida Project No. FTL -11 -0704 (40.1) Dear Ms. Werner: As requested, Dunkelberger Engineering & Testing, Inc. ( Dunkelberger) has provided construction materials testing services. The scope of work included: In -Place Density Testing Concrete Set Nos. Sieve Analysis Tests Organic Content Testing Florida Bearing Value (FBV) Testing X Asphalt Placement Monitoring Limerock Bearing Ratio (LBR) Testing Moisture - Density Relationship (Modified Proctor) Testing The results of the observations and /or tests are summarized on the attached sheet. We trust this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Very truly yours, ,0 0111r1m1N %r�,i DUNKELBERGER ENGINEERING & TESTING, INC. , ��.O�p►S J. TF o,. +� •• ;61'4'4..4.44 ;�� `. ` /.' ., .-A S • . 2745 ` • t• an Ramirez, E.I. Staff Engineer Attachment: Prify,•F ►_ineer FL C44�e ()NA`E00,` 18/814100s Sheet 2 — Asphalt Paving Temperature Monitoring Report State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGE Asphalt Paving Temperature Monitoring Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTl 1 1 -0704 (40.1) Moss & Associates RECEIVE MAY 09 2012 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner Sheet No.: Sheet 2 of 2 bservation Date: 4/24/2012 hnician Initials: OC Report Date: 5/2/2012 Project Manager: Juan Ramirez, E.I. Contact Number: (954) 730 -9114 Mix Design Data Field Data of Mix: Mix Design Number: Established Temp.: S -III (SDI) 59 300 °F Plant Number: A0657 !Weather Conditions: Clear Air Temperature: 75 °F Truck Number Ticket Number Temp.* ( °F) 1434 44278 20.225 302° Parking Area - South End - Between S -2 and S -4 1428 604156 21.05 300° Parking Area - East End - Between S -7 and S -6 1431 604169 20.23 300° Parking Area - Between S -7 and S -6, and West of S -7 * Target range for temperatures is + / -30 °F of Established Temperature. Juan R9ffiirez, E.I. Fo i LLau+cleraale • Port St. Lucie • West Palm Beac State of Florida Board of Professional Engineers Authorizatio 877.643.6832 `,,40111111Ii,, `4,AS..:.:A/ �4k Of•.GENs. k P• 51 ; No t !' • riiiatistt 3/12. DUNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: mimum Required Compaction Based on: uclear Gauge Info: Gauge No. 20503 r ASTM D 1556 ASTM D 6938 17 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2886 r ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 668 Te �o. Soil Type 9 Elevation 8 Test Location: North Entrance on!Southwest 115th Street- Base Course • 15' North and 10' West of East Drainage Well 2 9 8 120' North of East Drainage Well 3 9 8 120' North of West Drainage Well Elevation /Depth Referenced to: il Tyj 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade • 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) rj Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer J. The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • v VY T ° ; `. 6 Tdvtperi die i r ionfit1sR' Code. 9Tiis r, 'RAs a confidential written approval.' Nb"rlth�r'4 rranties with regard to Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 37.x!s PR 37 Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (401) Moss and Associates 2101 North Andrews Avenue, Suite 300 Fort Lauderdale, Florida 33311 Ms. Sherry Werner, EPA Certified Renovator, Ct.r Pro ress 1 • r ort No.: 37 (Sheet 1 of 2) ested: 10/20/2011 — eclin itials: O.C. � Date: 11/1/2011 NOV 1 0 2"Pj roject Manager: Juan Ramirez Contact Number: (954) 730 -9114 s; Test No. Probe Depth (in) Laboratory Proctor ,� ;'�r` . °; Field Tests.`" ..' Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (PO Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 8 131.4 7.0 131.5 5.9 98 100 Pass 2 8 131.4 7.0 132.7 9.4 98 101 Pass 3 8 131.4 7.0 133.4 7.9 98 102 Pass Type of Field Density Test: mimum Required Compaction Based on: uclear Gauge Info: Gauge No. 20503 r ASTM D 1556 ASTM D 6938 17 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2886 r ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 668 Te �o. Soil Type 9 Elevation 8 Test Location: North Entrance on!Southwest 115th Street- Base Course • 15' North and 10' West of East Drainage Well 2 9 8 120' North of East Drainage Well 3 9 8 120' North of West Drainage Well Elevation /Depth Referenced to: il Tyj 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade • 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) rj Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer J. The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • v VY T ° ; `. 6 Tdvtperi die i r ionfit1sR' Code. 9Tiis r, 'RAs a confidential written approval.' Nb"rlth�r'4 rranties with regard to Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 37.x!s PR 37 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Barry University Dormitory ,u Project Number: FTL -1 1 -0704 (40.1) Client Name: Moss and Associates NOV North Andrews Avenue, Sul e 311 Fort Lauderdale, Florida 3331 1 Attention: Ms. Sherry Werner, EPA Certified Reno •r, s ss Report No.: 37 (Sheet 2 of 2) `'� Date Tested: 10/20/2011 ician Initials: O.C. 0 2011 Report Date: 11/1/2011 Project Manager: Juan Ramirez 'OSS Contact Number: (954) 730 -9114 Test No. Probe Depth (in) Laboratory Proctor : y , ,. -: ; :.r Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistances (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 4 12 119.7 8.3 116.0 4.4 95 96.9 Pass 5 12 119.7 8.3 120.8 6.4 95 101 Pass 6 12 119.7 8.3 118.7 6.4 95 99.2 Pass 7 12 119.7 8.3 118.8 5.4 95 99.2 Pass 8 12 119.7 8.3 118.7 5.4 95 99.2 Pass 9 12 119.7 8.3 118.0 6.5 95 98.6 Pass 10 12 119.7 8.3 116.9 6.1 95 97.7 Pass 11 12 119.7 8.3 115.9 7.8 95 96.8 Pass 12 12 110.9 6.8 112.9 5.5 95 102 Pass 13 12 110.9 6.8 113.0 6.1 95 102 Pass Type of Field Density Test: •nimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 20503 r ASTMD1556 Pr ASTMD6938 rASTMD2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2886 Moisture: 668 Test:_ No. Soil Type Elevation Test Location: Slab -on -Grade at South Half of Building - Final Grading Fill 4 2 12 Intersection of Gridlines F.5/7 5 2 12 Intersection of Gridlines F.5/5.5 6 2 12 Intersection of Gridlines H/7 7 2 12 Intersection of Gridlines H/5.5 8 2 12 Intersection of Gridlines J.5/7 9 2 12 Intersection of Gridlines J.5/5.5 10 2 12 Intersection of Gridlines J/4 11 2 12 Intersection of Gridlines K.5/4 12 2 12 Intersection of Gridlines J.2/1.5 13 2 12 Intersection of Gridlines K.5/1.5 Elevation/Depth Referenced to: 3 6 8 Soil :Type rNGVD rMSL Other: Inches Below Top of Final Grading Fill 1 Structural Fill 2 Final Grading Fill r�rssrr,rr� � r,I Mass Grading Fill � S 1.. 4 Utility Backfill - Sanitary � ��� �G E NS;cA,p eo, % 5 Utility Backfill - Water A. ; s' F .0) - s Utility Backfill - Storm p 7. G 7 Roadway Subgrade ��� g) Stabilized Subgrade Juan Ramirez, . .. ,, Tho !. J. Tepper,. it.:.: 9 Base Course Staff Engineer , ;�rFL i2T6 : '1 fNo;/u4l 10 Other: ♦ �w The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Cod'g?e�+� `�'i Ire-confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • . Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 cc: Client... (1) PR 37.xis PR 37 (2) DUNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: r ASTM D 1556 17 ASTM D 6938 Minimum Required Compaction Based on: P AASHTO T -180 (ASTM D 1557) Nuclear Gauge Info: Gauge No. 20503 Daily Standard Count: Density: 2909 ✓ ASTM D 2937 • AASHTO T -99 (ASTM D 698) Moisture: 638 Test No. Soil Type, Elevation, ,! Test. Location: 1 8 12 Parking Area - Stabilized Subgrade 15' North and 15' West of Existing West Catch Basin - North Parking Area 8 12 20' South and 30' East of Existing West Catch Basin - North Parking Area 3 8 12 5' West of Existing East Catch Basin - North Parking Area 4 8 12 20' South and 20' East of Existing East Catch Basin - North Parking Area 5 8 12 20' North and 20' East of Existing East Catch Basin - North Parking Area 6 8 12 20' North and 10' East of CB #10 - East Parking Area 7 8 12 20' South and 10' East of CB #10 - East Parking Area 8 8 12 20' South of CB #13 - East Parking Area 9 8 12 20' South and 15' East of CB #I3 - East Parking Area 10 8 12 20' South and 15' West of CB #13 - East Parking Area Elevation /Depth Referenced to: 11 Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: f NGVD M SL cc: Client...(1) 17 Other: Inches Below To -Ego' MAR 121 ilized Subgrade e� %oh t ®r�r�rrrar its s �e �¢� FAA�,i . • ' 2j45i1 Z Juan Ramirez Staff Engineer The original of this report was signed and sealed by the registered engineer in accordance with Rule 6I G 15 -1801 I, of the Florida Administrative Code. Tln . report �r v14at confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approvals NrEqtbeavganties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 39.xls PR 39 Project Name: Barry University Dormitory Progress Report No.: 39 (Sheet 1 of 1) Project Number: FTL-1 1-0704 (40.1) Date Tested: 2/17/2012 Technician Initials: O.C. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 2/22/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (Pcf) Cone I Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 8 119.7 8.3 119.1 9.1 98 99.5 Pass 2 8 119.7 8.3 118.6 7.6 98 99.1 Pass 3 8 119.7 8.3 120.6 5.1 98 101 Pass 4 8 119.7 8.3 117.6 7.2 98 98.2 Pass 5 8 119.7 8.3 119.4 6.6 98 99.7 Pass 6 8 119.7 8.3 118.6 9.6 98 99.1 Pass 7 8 119.7 8.3 120.8 6.3 98 101 Pass 8 8 119.7 8.3 117.6 9.7 98 98.2 Pass 9 8 119.7 8.3 120.1 7.6 98 100 Pass 10 8 119.7 8.3 119.2 9.7 98 99.6 Pass Type of Field Density Test: r ASTM D 1556 17 ASTM D 6938 Minimum Required Compaction Based on: P AASHTO T -180 (ASTM D 1557) Nuclear Gauge Info: Gauge No. 20503 Daily Standard Count: Density: 2909 ✓ ASTM D 2937 • AASHTO T -99 (ASTM D 698) Moisture: 638 Test No. Soil Type, Elevation, ,! Test. Location: 1 8 12 Parking Area - Stabilized Subgrade 15' North and 15' West of Existing West Catch Basin - North Parking Area 8 12 20' South and 30' East of Existing West Catch Basin - North Parking Area 3 8 12 5' West of Existing East Catch Basin - North Parking Area 4 8 12 20' South and 20' East of Existing East Catch Basin - North Parking Area 5 8 12 20' North and 20' East of Existing East Catch Basin - North Parking Area 6 8 12 20' North and 10' East of CB #10 - East Parking Area 7 8 12 20' South and 10' East of CB #10 - East Parking Area 8 8 12 20' South of CB #13 - East Parking Area 9 8 12 20' South and 15' East of CB #I3 - East Parking Area 10 8 12 20' South and 15' West of CB #13 - East Parking Area Elevation /Depth Referenced to: 11 Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: f NGVD M SL cc: Client...(1) 17 Other: Inches Below To -Ego' MAR 121 ilized Subgrade e� %oh t ®r�r�rrrar its s �e �¢� FAA�,i . • ' 2j45i1 Z Juan Ramirez Staff Engineer The original of this report was signed and sealed by the registered engineer in accordance with Rule 6I G 15 -1801 I, of the Florida Administrative Code. Tln . report �r v14at confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approvals NrEqtbeavganties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 39.xls PR 39 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ✓ ASTM D 1556 ✓ ASTM D 6938 r ASTM D 2937 • AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2369 Moisture: 629 Test No. Soil Type Elevation Test Location: Grease Trap Backfill 1 10 12 1' South and 2' East of Southwest Corner of Grease Trap Box (1st Lift) 2 10 12 1' North and 2' West of Northeast Corner of Grease Trap Box (1st Lift) 3 10 12 1' South and 2' East of Southwest Comer of Grease Trap Box (2nd Lift) 4 10 12 1' North and 2' West of Northeast Corner of Grease Trap Box (2nd Lift) Elevation/Depth Referenced to: it Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Grease Trap Backfill r NGVD r M SL cc: Client...(1) P Other: Inches Below Top of Backfill Juan Ramirez, E.1. Staff Engineer $94,19tristrati o. 2745,1 is J, The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This = toil) confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval.arranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 O t►PS.;:.Tp e.0. • GEN. ., No 27451 Tr▪ e v Jho g'el r, P. •;''�» PR 40.44 PR 40 Project Name: Barry University Dormitory ogress Report No.: 40 (Sheet 1 of 1) Project Number: FTL -11 -0704 (40.1) IIICF1JEa Date Tested: 2/22/2012 chnician Initials: J.A. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 MAR 0 9 2012 Report Date: 2/23/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Re — Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pet) Optimum Moisture ( %) Dry Density (Pet) Cone Resistance) (tsl) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 109.6 5.6 98 98.8 Pass 2 12 110.9 6.8 109.8 6.3 98 99.0 Pass 3 12 110.9 6.8 110.1 6.7 98 99.3 Pass 4 12 110.9 6.8 109.3 7.3 98 98.6 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ✓ ASTM D 1556 ✓ ASTM D 6938 r ASTM D 2937 • AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2369 Moisture: 629 Test No. Soil Type Elevation Test Location: Grease Trap Backfill 1 10 12 1' South and 2' East of Southwest Corner of Grease Trap Box (1st Lift) 2 10 12 1' North and 2' West of Northeast Corner of Grease Trap Box (1st Lift) 3 10 12 1' South and 2' East of Southwest Comer of Grease Trap Box (2nd Lift) 4 10 12 1' North and 2' West of Northeast Corner of Grease Trap Box (2nd Lift) Elevation/Depth Referenced to: it Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Grease Trap Backfill r NGVD r M SL cc: Client...(1) P Other: Inches Below Top of Backfill Juan Ramirez, E.1. Staff Engineer $94,19tristrati o. 2745,1 is J, The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This = toil) confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval.arranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 O t►PS.;:.Tp e.0. • GEN. ., No 27451 Tr▪ e v Jho g'el r, P. •;''�» PR 40.44 PR 40 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Barry University Dormitory Progress Report No.: 41 (Sheet 1 of 2) Project Number: FTL -11 -0704 (40.1), V�+_' late Tested: 2/24/2012 —'I ian Initials: J.A. Client Name: Moss and Associates MAR 0 9 2101 North Andrews Avenue, Suite 300 2012 Report Date: 3/2/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, Test No. Probe Depth (in) Laboratory Proctor - Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone i Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Results 1 12 119.7 8.3 120.2 12 6.1 95 I00 Pass 2 12 119.7 8.3 119.7 7.8 95 100 Pass 3 12 119.7 8.3 121.3 7.1 95 101 Pass 4 12 119.7 8.3 120.5 5.8 95 101 Pass 5 12 119.7 8.3 121.7 6.5 95 102 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ✓ ASTM D 1556 r ASTM D 6938 • AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2365 E ASTM D 2937 ✓ AASHTO T -99 (ASTM D 698) Moisture: 627 Test No. Soil Type Elevation Test Location: Courtyard - Residence Hall - Sidewalk Subgrade 1 10 12 15' North and 5' East of Southest Corner of Residence Hall Building 2 10 12 15' North and 55' West of Southeast Corner of Residence Hall Building 3 10 12 40' North and 150' West of Southeast Corner of Residence Hall Building 4 10 12 110' North and 65' West of Southeast Corner of Residence Hall Building 5 10 12 110' North and 6' West of Southeast Corner of Residence Hall Buiding Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade Juan Ranz, E.I. 9 Base Course Staff Engineer 10 Other: Sidewalk Subgrade The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. This reNgt"Mi'Wa s the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale Port St. Lucie • West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 rNGVD EMSL cc: Client...(1) F Other: Inches Below Top of Sidewalk Subgrade PR 41.xIs PR 41 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Barry University Dormitory EC Pro ess Report No.: 41 (Sheet 2 of 2) E Project Number: FTL -11 -0704 (40.1) YE to Tested: 2/24/2012 Te ` < n Initials: J.A. Client Name: Moss and Associates MAR 0 9 2101 North Andrews Avenue, Suite 300 2012 Report Date: 3/2/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez .., Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, C �.." Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pcf) Cone 1 Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 6 12 110.9 6.8 109.2 7.8 98 98.5 Pass 7 12 110.9 6.8 108.9 6.5 98 98.2 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 ASTM D 6938 P' AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2365 T ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 627 Test No. Soil Type Elevation Test Location: Grease Trap Backfill - 3rd Lift 6 10 12 1' South and 2' East of Southwest Corner of Grease Trap Box 7 10 12 1' North and 2' West of Northeast Corner of Grease Trap Box Elevation /Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: Grease Trap Backfill r NGVD r MSL cc: Client...(1) F Other: Inches Below Top of Backfill o wsli►rr„, : No 27451 Juan Ram rez, E.I. -O tot s Staff Engineer The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This report isSitti i lfted as he confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 41.xls PR 41 (2) DUNKELBERGER engineering & testing, inc. Project Name: Project Number: Client Name: Attention: Barry University Dormitory FTL -11 -0704 (40.1) Moss and Associates 2101 North Andrews Avenue Fort Lauderdale, Florida 3331 Soil Density Test Report rogress Report No.: Date Tested: Technician Initials: Ms. Sherry Werner, EPA Certified Renovator, CGC Report Date: Project Manager: Contact Number: 42 (Sheet 1 of 1) 3/21/2012 O.C. 3/22/2012 Juan Ramirez (954) 730-9114 Test No. 2 3 4 Probe Depth (in) 12 12 12 12 story Proc field" " Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density 119.7 119.7 119.7 119.7 8.3 8.3 8.3 8.3 (pc) 118.0 115.1 116.7 115.7 Cone Resistance' (tsf) Moisture ( %) 6.4 6.0 4.4 5.2 Minimum Required Compaction ( %) 95 95 95 95 Percent Maximum Density ( %) 98.6 96.2 97.5 96.7 Test Results Pass Pass Pass Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2314 Moisture: 640 Te Location:- Sidewalk Subgrade 1 2 3 10 10 10 12 60' South and 35' East of S -11 12 40' North and 35' East of S -11 12 5' South and 25' East of S -10 4 10 12 60' North and 25' East of S -10 Elevation/Depth Referenced to: T' 1 4 5 6 7 8 9 10 Structural Fill Final Grading Fill Mass Grading Fill Utility Backfill - Sanitary Utility Backfill - Water Utility Backfill Storm Roadway Subgrade Stabilized Subgrade Base Course Other: Sidewalk Subgrade TW NGVD 1 MSL cc: Client...(1) r Other: Inches Below Top of Sidewalk Subgrade Juan Ramirez, E.I. Staff Engineer sox, The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This r ktp# he confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this finn. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 42.xis PR 42 DUNKELBERGER engineering & testing, inc. CEJVE oil Density Test Report Project Name: Barry University Dormitory Pr Report No.: 45 (Sheet 1 of 1) Project Number: FTL -11 -0704 (40.1) ft ,� 241 r Date Tested: 5/4/2012 MAY 1 Technician Initials: O.C. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 i �.. w Report Date: 5/8/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor =. ; : Field Tests... Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone Resistance' (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 106.6 7.3 95 96.1 Pass 2 12 110.9 6.8 108.6 6.6 95 97.9 Pass 3 12 110.9 6.8 111.8 5.3 95 101 Pass 4 12 110.9 6.8 107.8 6.9 95 97.2 Pass 5 12 110.9 6.8 110.2 8.6 95 99.4 Pass 6 12 110.9 6.8 110.9 9.2 95 100 Pass 7 12 110.9 6.8 111.4 9.0 95 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D 1556 ' ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2220 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 608 Test No. Soil Type', Elevation Test Location: Sidewalk Subgrade l 10 12 20' South and 20' East of S -10 2 10 12 35' East of S -8 3 10 12 40' South and 35' East of S -8 4 10 12 40' South and 40' West of S -8 5 10 12 10' North and 40' West of S -8 6 10 12 20' South and 30' West of S -10 7 10 12 60' South and 30' West of S -10 Elevation /Depth Referenced to: til Ty ......_._.......... ej 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade. 9 Base Course 10 Other: Sidewalk Subgrade rNGVD r MSL cc: Client...(1) r Other: Juan Ramirez, E.I. Staff Engineer Inches Below Top of Sidewalk Subgrade ® : No 274��5 %%11� m r S` The original of this report was signed and sealed by the registered engineer in accordance with Rule 6l G15-18011, of the Florida Administrative Code. This 11f ii t t te` confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No of er warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 45.xls PR 44 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Barry University Dormitory ^••�p� ress Report No.: 43 (Sheet 1 of 1) Project Number: FTL -11 -0704 (40.1) �',C • Date Tested: 4/23/2012 chnician Initials: J.A. Client Name: Moss and Associates MAN( 0 8 2012 2101 North Andrews Avenue, Suite 300 Report Date: 4/30/2012 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renova or, C Test No. Probe Depth (in) boratory Proctors ., Field Tests Maximum Dry Density (pcf) Optimum Moisture ( %) Dry Density (pcf) Cone 1 Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 8 131.4 7.0 130.6 5.5 98 99.4 Pass 2 8 131.4 7.0 131.8 6.1 98 100 Pass 3 8 131.4 7.0 132.3 5.7 98 101 Pass 4 8 131.4 7.0 130.9 5.3 98 99.6 Pass 5 8 131.4 7.0 131.7 5.5 98 100 Pass 6 8 131.4 7.0 132.1 6.0 98 101 Pass 7 8 131.4 7.0 131.4 5.7 98 100 Pass 8 8 131.4 7.0 132.6 5.3 98 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 33079 r ASTM D 1556 • ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2369 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 654 Type Elevation Test Location: Base Course - Final Lift 1 2 3 9 9 9 8 10' E + 6' S of S -10, Northeast Parking Area 8 10' W + 30' S of S -10, Northeast Parking Area 8 10' E + 6' S of S -7, Northeast Parking Area 4 9 8 10' W + 30' S of S -7, Northeast Parking Area 5 9 8 10' W + 30' N of S -6, Northeast Parking Area 6 9 8 10' E + 6' S of S -6, Northeast Parking Area 7 9 8 10' W + 30' S of S -6, Northeast Parking Area 8 8 10' E + 6' N of S -6, Northeast Parking Area Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) r Other: Inches Below Top of Base Course Juan Ramirez, E.I. Staff Engineer ,_osoeee$eIIS4 ` a,PS � :. T of No 27451 • • '9,: .. .* ri NO i- r�errae'� lip f%pl9F, P Eit it6IteDIV$ The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. This report yffiyi1Me confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to' subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 43 PR 43 NONDESIGN Washington DC Baltimore Boston Buffalo Calgary Chicago Houston Los Angeles Mumbai New York Phoenix St. Louis San Francisco Shanghai Toronto Vancouver Victoria 1100 Wilson Boulevard Suite 2900 Arlington, Virginia 22209 T: 703.907.2300 F: 703.907.2050 www.cannondesign.com September 23, 2011 Ms. Sherry Werner, Project Manager Moss & Associates, INC. 2101 N. Andrews Avenue, Suite 300 Ft. Lauderdale, FL 33311 Re: Phase 1 - Substantial Completion Barry University Residence Hall Cannon Design Project No. 03617.00 Dear Ms. Werner: The extent of work for Phase 1 of the Barry University Residence Hall project has been reviewed and found, to Cannon Design's best knowledge, information and belief, to be constructed in general accordance to the contract documents. This only refers to those portions of the project designed and documented by Cannon Design. Cannon Design has also conferred with Kimley -Horn and Associates, civil engineer, and EDSA, landscape architect, and they have confirmed that the scope of work pertaining to their design for Phase 1 has also been completed. Please refer to the attached letter from each firm confirming this statement. Best Regards, Roland Lemke, AIA Principal EDSA September 22, 2011 Sherry Werner, CGC Senior Project Manager Moss & Associates (Residence Hall Project) c% Barry University 11300 NE 2nd Avenue Miami Shores, Florida 33161 RE: Barry University Residence Hall Phase 1 — Parking Area Letter of Substantial Completion Dear Sherry: After review of the project, we have certified that the Phase 1 — Parking Area Is substantially complete. As the Landscape Architect of Record, EDSA would like to acknowledge that Moss & Associates and its sub- contractors have constructed or installed all of the project elements as detailed in the "For Construction" documents dated May 10, 2011 and any subsequent revisions related to the site landscape and irrigation. EDSA conducted a site observation walk- through of the Phase I — Site and Parking south and east of the existing Residence Halls with Barry University and the Design Build Team on Monday August 22, 2011. The project was substantially complete on that day and Barry University occupied the existing residence halls on Tuesday August 23, 2011. A punch list was created to address minor revisions. All punch list items were reviewed and inspected on Monday September 19, 2011 and were completed. In regards to the project guarantee period, we are confirming a duration of (1) calendar year from August 22, 2011 to August 22, 2012 as customarily encountered on construction projects and as agreed with Moss & Associates. Finally, we will certifying as -built drawings, gather close -out documents to be collected from Moss & Associates and finalizing all permit sign -offs with the agencies at the completion of Phase 2. Please do not hesitate to contact us with any questions. Best regards, 4,-;" Kona Gray, ASLA Principal Cc: Brett Atkinson, Roland Lemke, Peter Mendola, Mihaela Zaharescu, Joe Lalii, EDSA, File G: \PROJECTS \JL \111009 BARRY RES HALLAADMINISTRATION\CORRESPONDENCE \LETTERS\LTBARRY UNIVERSITY RESIDENCE HALL PHASE 1- SUBSTANTIAL COMPLETION_092211.DOCX 1512 E. BROWARD BOULEVARD, SUITE 110, FORT LAUDERDALE, FLORIDA 33301 USA TEL: 954.524.3330 FAX: 954.524.0177 www.edsaplan.com Kimley -Horn and Associates, Inc. September 22, 2011 Ms. Sherry Werner, Project Manager Moss Construction 11300 NE 2nd Avenue, Miami Shores, Florida 33161 Re: Barry University Housing Phase 1 Substantial Completion Dear Ms. Werner: 1690 S. Congress Avenue Suite 100 Dekay Beadr.Florida 33445 Moss Construction, Inc.. has constructed the Phase 1 of the site work related to the Barry University Housing Project (see attached sketch) in substantial accordance with the approved plans and specifications. Based on our field observations and substantial completion walkthrough Kimley-Horn and Associates, Inc. considers the project substantially complete. Should you have any further questions, please contact me. S incerely, KIMLEY -HORN AND ASSOCIATES, INC. Michael F. Schwartz, P.E. Senior Project Manager Copy to: File K:\BCD Civil \144554000 - Barry University Housing\ Construction \Certifications\Barry12011 .09.23 Barry Housing Phase 1 Substantial Completion.ltr.doc ■ TEL 561 330 2345 FAX 5613302245 LEGEND • 4' 019446 • Barry University Residence Hail P AiE —4-Panb a04 4b 044 Y I, MO VG aca00.0 PM 00 SOP 1000009 G/11 11000 dos W .m ruo 400.7 400 L 10 WOK • 10100 00.0. Mb 010 0110. • Pa0000 6140.1 a et COMMA wau 000... a.00/00 rr. 6 Pa.... u0m 000101 ...OM an.. M a1010 406010001/ d Moil 1.66.1. Carl ;wmw"o'i fi®t 0.61 nJ a' ONa(0 Ai Mai MINI :l. /.;�� 6700.; 1 r- 111.1W4 I .11''"i 1112 VA00''..-01r� aaa iPHASE+ iaSOcs'at�., 01-• wiio /, =.i•:a �. -t ,'+,,:s GEOMETRY SIGNAGE AND STRIPING PLAN C-2O0 E?JkAMM Consulting Reply to: Deerfield Beach October 4, 2011 Sherry Werner Moss & Associates, LLC 2101 N. Andrews Avenue Ft. Lauderdale, FL 33311 Art Kamm, P.E. LEED AP CxA Bradly Brown, P.E. LEED AP Rick Gonzalez, LEED AP Mike Pella, P.E., CEM, LEED AP Lon T. Carter, P.E., LEED AP Gordon Scott RE: BARRY UNIVERSITY RESIDENCE HALL — Phase 1 Substantial Completion Miami Shores, FL Dear Sherry, On Thursday, August 18, 2011, we conducted a final "walk -thru" inspection of the electrical portion of the 'Phase 1' work and reviewed the punch list items for this phase of the project. All items were complete and there are no problems or discrepancies. The "Phase I" portion of this project is substantially complete, effective August 22, 2011. If you have any questions, please do not hesitate to contact this office. Sincerely, KAMM CONSULTING, INC. Lon T. Carter, P.E., LEED AP Director of Electrical Engineering LTC:Icc OFFICES Deerfield Beach: 1407 W Newport Center Drive Deerfield Beach, FL 33441 954-949 -2200 954 - 949 -2201 FAX www.kammconsultino.com 2011 -0078 (10.0411) Itr Fort Pierce: 1408 Orange Avenue Fort Pierce, Florida 34950 772.595.1744 772.595.1745 FAX ICmley -Hom and Associates, Inc. Mr. Norman Bruhn Village of Miami Shores Building Department 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Re: Barry University Housing KHA Project Number: 144554 Partial Certification — Phase 1 Site Work Dear Mr. Bruhn: • 1690 S. Congress Avenue She 100 Delray Beach, Rota 33445 We have been retained by Barry University to provide design, permitting and construction phase assistance for the improvements required for associated with the Barry University Housing Project. Based on Kimley -Horn and Associates, Inc. periodic site observations, I hereby certify that the construction of the phase 1 improvements, which includes all site work east and south of Kolassa Hall has been installed in substantial conformance with the plans and specifications approved by the Village of Miami Shores and affix my seal this 24th day of August 2011. Sincerely, I IMLEY- -HORN AND ASSOCIATES, INC. /Ls/. Michael F. Schwartz, P.E. FL P.E. No. 56200 Senior Project Manager Site Observation Reports are attached for your reference. Please contact us at (561) 330 -2345 should you require additional information. • TEL 561 330 2345 FAX 561 330 2245 ❑ KImley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickei Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 6/21/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Elka Linton - Dorsett Sherry Werner Ricky Culpepper COMMENTS Contractor in process of installing storm drainage structure S-10. The structure was set in place and surveyed. HDPE drainage pipe has been installed between S-10 and the previously installed S-8 and the connections were grouted. Top slab. frame /orate have not vet been installed. CONCLUSION Based upon the information presented, the installation of drainage structure S-10 and associated storm drainage system appears to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the proiect, the Civil Engineer of Record will issue a signed and sealed certification of completion for all proiect components within the scope and responsibility of the Civil Engineer for this proiect. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 3 = Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Catch Basin S -8 was previously set in place. Trench box is installed to provide temporary shoring for the installation of the HDPE the pipe that will connect drainage structure S -8 to S -10. HDPE pipe is bedded and installed inside trench box north of drainage structure S -8. • TEL 305.673.2025 FAX 305.535.7760 Page2of3 Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Contractor grouting the pipe connection to south side of drainage structure S -10. Drainage pipe between drainage structures S -8 and S -10 inside trench box. • TEL 305.673.2025 FAX 305.535.7760 Page 3 of 3 ❑ VI IGmley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickel Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 6/27/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Eika Linton - Dorsett Sherry Werner Ricky Culpepper COMMENTS Contractor in process of installing storm drainage structures S -1 and S -2. Both structures were set in place and surveyed. HDPE drainage pipe has been installed between the two drainage structures. connected and grouted. French drain has been installed between the two structures. including perforated HDPE ballast rock and filter fabric. Structure S -1 has top slab. inlet frame /grate installed. Structure S -2 has no top slab or frame. Pollutant retardant baffles have not vet been installed on any structure. CONCLUSION Based upon the information presented, the installation of storm drainage structures S -1 and S -2, including associated piping and French drain system. appears to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the proiect, the Civil Engineer of Record will issue a signed and sealed certification of completion for all Proiect components within the scope and responsibility of the Civil Engineer for this project. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 3 m rl Kimley -Horn ■ Ell and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Drainage structure S -7 being lowered into place. Temporary shoring was provided during installation. 1 French drain system being installed using trench box to shore the trench and maintain the required depth and width of the French drain. Perforated HDPE pipe, ballast rock and filter fabric are installed adjacent to structure S -7. • TEL 305.673.2025 FAX 305.535.7760 Page 2 of 4 ■mirli Kimley -Horn . and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 HDPE pipe connection to S -7 is grouted. Trench box is in place for installation of French drain adjacent to one side of drainage structure S -8. HDPE pipe connection to opposite side of S -8 is already installed and grouted. • TEL 305.673.2025 FAX 305.535.7760 Page 3 of 4 VI Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Installation of French drain and HDPE pipe underway adjacent to drainage structure S -8. Completed French drain system has been wrapped with filter fabric and is ready for backfill. • TEL 305.673.2025 FAX 305.535.7760 Page 4 of 4 ❑VI Kimley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickel Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 6/27/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Elka Linton - Dorsett Sherry Wemer Ricky Culpepper COMMENTS Contractor in process of installing storm drainage structures S -1 and S -2. Both structures were set in place and surveyed. HDPE drainage Noe has been installed between the two drainage structures. connected and grouted. French drain has been installed between the two structures. including perforated HDPE. ballast rock and filter fabric. Structure S -1 has top slab. inlet frame /arate installed. Structure S -2 has no top slab or frame. Pollutant retardant baffles have not vet been installed on any structure. CONCLUSION Based upon the information presented. the installation of storm drainage structures S -1 and S -2, including associated piping and French drain system, appears to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the proiect, the Civil Engineer of Record will issue a signed and sealed certification of completion for all Proiect components within the scope and responsibility of the Civil Engineer for this proiect. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 3 vlKimley -Horn and Associates, Inc. ■ 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Catch Basin S -1 has been set in place. Location and elevation is being surveyed and checked for proper alignment. Drainage structure S -1 in background. Contractor is in process of wrapping French drain with filter fabric. • TEL 305.673.2025 FAX 305.535.7760 Page 2 of 3 MI /1 Kimley -Horn ■ and Associates, Inc. • TEL 305.673.2025 FAX 305.535.7760 • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 HDPE pipe grouted to S -2 catch basin. Excavation is being temporarily shored with trench box. Drainage structure S -1 is in place but no baffles, top slab or frame /grate have been installed. HDPE drainage pipe has been connected and grouted to structure wall. French drain has been excavated, wrapped in filter fabric and filled with ballast rock. Page 3 of 3 Y 111111111 VI Kimley -Horn and Associates, Inc. r A :/***) • \c...J • DATE PROJECT CONSTRUCTION SITE VISIT REPORT • 1221 Stickel! Avenue, Suite 400 Miami, Florida 33131 OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 7/18/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Elka Linton - Dorsett Sherry Wemer Tom Larabell COMMENTS Site has been graded. Subgrade has been stabilized and compacted. Contractor is setting stakes to control the line. grade and depth of the crushed limerock base prior to placement and compaction. CONCLUSION Based noon the information presented, construction of the proposed subgrade and limerock base appears to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the proiect, the Civil Engineer of Record will issue a signed and sealed certification of completion for all Proiect components within the scope and responsibility of the Civil Engineer for this project. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 3 II IN NM Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Contractor setting stakes in preparation for placement of compacted limerock base and fine grading. • TEL 305.673.2025 FAX 305.535.7760 Page 2 of 3 Kimley -Horn ■ 1 and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Stakes are placed at specific intervals throughout the site to set the finished grade elevations for the top of the compacted limerock base layer and get a measurement for the thickness of the limerock base. • TEL 305.673.2025 FAX 305.535.7760 Page 3 of 3 ❑ m in Kimley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickei Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 7/19/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Elka Linton - Dorsett Sherry Wemer Tom Larabell COMMENTS Grading and stabilizing of subarade was in progress. Contractor has staked out the site to control line and Grade and depth of stabilized subarade. Catch basin structures are in the around. Photos of the onaoina work are attached. CONCLUSION Based upon the information presented, construction of the proposed stabilized subarade appears to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the proiect, the Civil Engineer of Record will issue a signed and sealed certification of completion for all proiect components within the scope and responsibility of the Civil Engineer for this proiect. ■ TEL 305.673.2025 FAX 305.535.7760 Page 1 of 4 /"-=11, Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS • TEL 305.673.2025 FAX 305.535.7760 In progress of rough grading the site. Page 2 of 4 1 /1M/1 Kimley -Horn ∎= ... and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Stabilized subgrade in progress and stakes set to control the depths of subgrade stabilization. • TEL 305.673.2025 FAX 305.535.7760 Page 3 of 4 i_�Kimley -Horn and Associates, Inc. Subgrafe stabilization around newly - placed drainage inlet. • TEL 305.673.2025 FAX 305.535.7760 • 1221 Bricked Avenue, Suite 400 Miami, Florida 33131 Page 4 of 4 III= VI Kimley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 7/20/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Elka Linton - Dorsett Sherry Wemer Tom Larabell COMMENTS Contractor in process of installing sanitary sewer system. Structure bottoms for new sanitary sewage manholes # 1 and 2 were installed. Manhole corbels and frames /rims not vet installed. 8 -inch PVC sanitary sewer main was installed between MH # 1 and 2. Pipe ends at connections to manholes were grouted. 6 -inch sanitary laterals and cleanouts were installed. Pipe was bedded but not vet backfilled. Pipe faints were left exposed for site visit. The east pipe opening of MH #2 needed to be lowered so contractor core- drilled a new opening to adjust the invert. Opening was not vet mortared. CONCLUSION Based upon the information presented, the installation of the proposed sanitary sewer system appears to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the project, the Civil Engineer of Record will issue a signed and sealed certification of completion for all proiect components within the scope and responsibility of the Civil Engineer for this project. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 6 Kimley -Horn _ _ . and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS • TEL 305.673.2025 FAX 305.535.7760 Excavator in process of backfilling new sanitary sewer system. Sanitary MH #1 with 6 -inch PVC lateral (east) and 8 -inch PVC sanitary sewer (south) grouted to manhole. Page 2 of 6 / VI Kimley -Horn • and Associates, Inc. • TEL 305.673.2025 FAX 305.535.7760 • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Sanitary MH #2 with 8 -inch PVC sanitary sewer grouted to manhole. _ 3 i Exposed pipe joint at 8 -inch PVC sanitary main. Pipe bedded but not yet backfilled. Page 3 of 6 /MI • TEL 305.673.2025 FAX 305.535.7760 Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 '414 Interior of MH #1. 6 -inch lateral (at right) grouted to MI-I wall. 8 -inch PVC sanitary main not yet grouted. Trench box being used by contractor during utility trench excavation. Page 4 of 6 C� /I Kimley -Horn and Associates, Inc. • TEL 305.673.2025 FAX 305.535.7760 • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 8x6 -inch PVC wye and cleanout at 6 -inch lateral connection to main. 8 -inch PVC sanitary sewer crossing under existing electrical duct. Page 5 of 6 1,1=�Kimley -Horn and Associates, Inc. • TEL 305.673.2025 FAX 305.535.7760 • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 _ Sanitary MH #2 with core - drilled opening shown. Page 6 of 6 Pr =In imley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT ■ 1221 Brickefl Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 7/26/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Matthew Gibson Sherry Wemer Tom Larabell COMMENTS FPL conduits were being installed on the west side of project site (Photo #1) Limerock base for the parking areas on the northeast side of the project site was graded and compacted. and ready to begin Pavin • Photo #2 . Gradin• and com • actin • still in ro ress from eastern entrance / Kolasa dro off and further south Photo #3 • Framing and reinforcing steel was in place and ready to receive concrete for the concrete slab base beneath the pavers at the east entrance (Photo #4). CONCLUSION' Based upon the work observed and information presented. the proposed limerock base. concrete slab base for pavers. and FPL conduits appear to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the project, the Civil Engineer of Record will issue a signed and sealed certification of completion for all Project components within the scope and responsibility of the Civil Engineer for this proiect. ■ TEL 305.673.2025 FAX 305.535.7760 Page 1 of 4 Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Photo #1 — Installation of FPL conduits on west side of project site. ■ TEL 305.673.2025 FAX 305.535.7760 Page 2 of 4 PP7IM VI Kimley -Horn 1 and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Photo #2 — Graded and compacted limerock base in northeast parking areas. Photo #3 — Grading and compacting continues in front of Kolasa drop -off area and farther south. • TEL 305.673.2025 FAX 305.535.7760 Page 3 of 4 /WW1 Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Photo #4 — Framing and reinforcement ready to receive concrete for slab base for pavers. • TEL 305.673.2025 FAX 305.535.7760 Page 4 of 4 ❑ Omley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickef Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 7/27/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Matthew Gibson Sherry Wemer Tom Larabell COMMENTS Paving began in the northeast parking areas (Photos #1 and #2) Concrete slab base for pavers was placed and curing (Photo #3) Compacting continued in the southeast parking areas (Photo #4) Light pole foundations were being installed (Photo #5) Framing and reinforcing was being placed for sidewalks south of Kolasa (Photo #6) CONCLUSION Based upon the work observed and information presented. the proposed paving. compacting of limerock base, concrete slab base for pavers, light pole foundations and sidewalks appear to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the project, the Civil Engineer of Record will issue a signed and sealed certification of completion for all Proiect components within the scope and responsibility of the Civil Engineer for this proiect. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 4 Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Photo #1 — Paving begins in the northeast parking area. Photo #2 — Paving in the northeast parking area. • TEL 305.673.2025 FAX 305.535.7760 Page 2 of 4 ■MI1Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Photo #3 — Concrete slab base for pavers placed and curing. Photo #4 — Compacting limerock base in southeast parking area. • TEL 305.673.2025 FAX 305.535.7760 Page 3 of 4 S =In Kimley -Horn ■ ______ and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Photo #5 — Installing light pole foundations. • TEL 305.673.2025 FAX 305.535.7760 Photo #6 — Framing and reinforcement for sidewalk south of Kolasa Page 4 of 4 Y• 1 64 I Kimley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 8/01/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Matthew Gibson Sherry Wemer Tom Larabell COMMENTS Concrete curb and header band at east entrance to protect site were installed (Photos #1 - #2) CONCLUSION Based upon the work observed and information presented. the proposed curbs appear to be proceeding in substantial conformance with the approved civil plans and specifications. Upon completion of the proiect. the Civil Engineer of Record will issue a signed and sealed certification of completion for all Proiect components within the scope and responsibility of the Civil Engineer for this protect. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 3 Kimley -Horn lb._ and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Photo #1 — Concrete curbs at east entrance to project site. Photo #2 — Concrete curbs at east entrance to project site. • TEL 305.673.2025 FAX 305.535.7760 Page 2 of 3 i ❑ NM /1 Kimley -Horn and Associates, Inc. • TEL 305.6732025 FAX 305.535.7760 • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Page 3 of 3 ❑ Kimley -Horn and Associates, Inc. CONSTRUCTION SITE VISIT REPORT • 1221 Bricked Avenue, Suite 400 Miami, Florida 33131 DATE PROJECT OWNER GEN CONTRACTOR SUB CONTRACTOR WEATHER 8/10/11 Barry University Student Housing Barry University Moss and Associates American Engineering Partly cloudy / 80° KHA PROJ. No. LOCATION ENG PROJECT REP GC PROJECT REP PRESENT AT SITE 0406880001 Miami Shores Village, FL Matthew Gibson Sherry Werner Tom Larabell COMMENTS Sidewalks curb and first lift of as, halt installed in northeast southeast and south arkin areas Photos #1 - #4 Existing sanitary sewer manhole and cleanouts (2) discovered southeast of Kolasa (Photos #5 and #6) Sidewalks. curb and pavers completed at the Kolasa drop -off area (Photos #7 and #8) Construction of temporary handicap parking and access in progress (Photo #9) Pavers installed at east entrance (Photo #10) CONCLUSION Based u on the work observed and information • resented sidewalks curb and avin • a•• ear to be , roceedin • in substantial conformance with the approved civil plans and specifications. Upon completion of the project, the Civil Engineer of Record will issue a signed and sealed certification of completion for all Proiect components within the scope and responsibility of the Civil Engineer for this proiect. • TEL 305.673.2025 FAX 305.535.7760 Page 1 of 7 Kimley -Horn MI I I and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 PHOTOGRAPHS Photo #1 • TEL 305.673.2025 FAX 305.535.7760 Page 2 of 7 al VIKimley -Horn and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Photo #2 • TEL 305.673.2025 FAX 305.535.7760 Photo #3 Page 3 of 7 Kimley -Horn ■ ...._._. _ and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 • TEL 305.6732025 FAX 305.535.7760 Photo #4 Photo #5 Page 4 of 7 = VI Kimley -Horn _._ and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 ■ TEL 305.673.2025 FAX 305.535.7760 Photo #6 Page 5 of 7 = In Kimley -Horn ∎ice and Associates, Inc. • 1221 Stickel! Avenue, Suite 400 Miami, Florida 33131 • TEL 305.673.2025 FAX 305.535.7760 Photo #8 Page 6 of 7 = In Kimley -Horn b._ Mil and Associates, Inc. • 1221 Brickell Avenue, Suite 400 Miami, Florida 33131 Photo #9 • TEL 305.673.2025 FAX 305.535.7760 Photo #10 Page 7 of 7 DUNKEIRBERGER engineering & testing, inc. Soil Density Test Report Project Name: Barry University Dormitory Progress Report No.: 35 (Sheet 1 of 1) Project Number: FTL -11 -0704 (40.1) Date Tested: 10/6/2011 Technician Initials: J.A. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/11/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor . Field Tests Maximum Dry Density (Per) Optimum Moisture ( %) Dry Density (pct) Cone ! Resistance (tst) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Results 1 12 119.7 8.3 120.4 7.5 98 101 Pass 2 12 119.7 8.3 121.2 6.7 98 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 ASTM D1556 P. ASTM D6938 r ASTM D2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2677 Moisture: 628 Test No. Soil Type Elevation Test Location: Northeast Entrance on Northwest 15th Street - Stabilized Subgrade 1 8 12 30' South and 3' West of Intersection of Northwest 15th Street and Northwest 1st Avenue - Southbound 2 8 12 30' South and 3' East of Intersection of Northwest 15th Street and Northwest 1st Avenue - Northbound ttt i. nf'T 1 7 2011 - ' Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD r MSL cc: Client...(1) 17 Other: Inches Below Top of Stabilized Subgl$de Juan Ramirez, E.I. Staff Engineer •? . �▪ • hb :451 t Y 3� • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015-18011, of the Florida Administrative Code. This report is submitted as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 35.xts PR 35 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 rASTMD1556 17 ASTMD6938 ASTMD2937 r AASHTO T -180 (ASfM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2284 Moisture: 626 E Test No. Project Name: Barry University Dormitory Progress Report No.: 36 (Sheet 1 of 1) Project Number: FTL -11 -0704 (40.1) Date Tested: 10/10/2011 Technician Initials: J.R. Client Name: Moss and Associates 2101 North Andrews Avenue, Suite 300 Report Date: 10/13/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory Proctor Field Tests Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pcf) Cone 1 Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 12 110.9 6.8 110.9 6.0 95 100 Pass 2 12 110.9 6.8 112.3 10.7 95 101 Pass 3 12 110.9 6.8 111.4 2 8.9 95 100 Pass 4 12 110.9 6.8 107.5 Intersection of Gridlines B/6.4 6.0 95 96.9 Pass 5 12 110.9 6.8 111.4 _ 7.7 95 100 Pass 6 12 110.9 6.8 112.1 6.4 95 101 Pass 7 12 110.9 6.8 110.9 2 5.2 95 100 Pass 8 12 110.9 6.8 112.4 9.3 95 101 Pass 9 12 110.9 6.8 111.5 6.8 95 101 Pass 10 12 110.9 6.8 112.4 6.9 95 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 rASTMD1556 17 ASTMD6938 ASTMD2937 r AASHTO T -180 (ASfM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2284 Moisture: 626 E Test No. Soil Type Elevation Test Location: North Half of Building - Final. Grading Fill 1 2 12 Intersection of Gridlines C /1.8 2 2 12 Intersection of Gridlines B/3 3 2 12 Intersection of Gridlines C.8/3 4 2 12 Intersectin of Gridlines B/4.5 5 2 12 Intersection of Gridlines C.8/4.5 6 2 12 Intersection of Gridlines B/6.4 7 2 12 Intersection of Gridlines E.5/5.2 8 2 12 Intersection of Gridlines E.5/7.8 9 2 12 Intersection of Gridlines C.6/5.2 10 2 12 Intersection G dlne .' ;�, p r 1 : \'- J ^ Elevation/Depth Referenced to: Soil Type 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: r NGVD Other . i 1 7 2011 cc: Client...(1) Below Top of Ftn tiSS Juan Ramirez, E.1. Staff Engineer lc to thigoir m *• N 7451 O2 -. ., • •.* = The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15-18011, of the Florida Administrative Code. fltigfrifeqn 1Nl?tied as the confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. No other warranties with regard to subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR amity PR 3e IJNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 �' ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2765 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 627 9 6 2 9 6 STA 2 + 60, 6' Left (1st Lift) STA 2 + 60, 6' Left (2nd Lift) Elevation/Depth Referenced to: r NGVD r M SL 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: cc: Client...(I) r Other: Inches Below Top of Base Course Juan Ramirez, E.I. ar, p :Th i . ENTJETQlperlki Staff Engineer ed, tiss.:ticr.,ete • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. Thal 1 li m. ` The confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. Noot er warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 33.xIs PR 33 Project Name: Barry University Dormitory t 'Progress Report No.: 33 (Sheet 1 of 2) Project Number: FTL -11 -0704 (40.1) w, � Date Tested: 9/14/2011 2.0\41 Technician Initials: J.A. Client Name: Moss and Associates J .) 2101 North Andrews Avenue, Suite 300 Report Date: 9/16/2011 Fort Lauderdale, Florida 33311Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) .i i� 'Yr'.r�, r tort' S r1r cto,i �i`ih> '°a..Q4 :,z,r ,• v ., .,y vy ?�'Sr 3 x '^ eldp..... ,.. . ..}r". R '3nw' -e At Percent Maximum Density ( %) 3 .;, Test Results Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (pct) Cone Resistance (tst) Moisture ( %) Minimum Required Compaction ( %) 1 6 131.4 7.0 130.5 6.9 98 99.3 Pass 2 6 131.4 7.0 132.3 6.2 98 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 �' ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2765 r ASTM D 2937 r AASHTO T -99 (ASTM D 698) Moisture: 627 9 6 2 9 6 STA 2 + 60, 6' Left (1st Lift) STA 2 + 60, 6' Left (2nd Lift) Elevation/Depth Referenced to: r NGVD r M SL 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: cc: Client...(I) r Other: Inches Below Top of Base Course Juan Ramirez, E.I. ar, p :Th i . ENTJETQlperlki Staff Engineer ed, tiss.:ticr.,ete • The original of this report was signed and sealed by the registered engineer in accordance with Rule 61G15- 18011, of the Florida Administrative Code. Thal 1 li m. ` The confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written approval. Noot er warranties with regard to subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 877.643.6832 PR 33.xIs PR 33 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 ri7 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2765 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 627 Soli Ty 3 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (1st Lift) 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (2nd Lift) 5 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (3rd Lift) 6 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (4th Lift) Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) ' Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer 60 0.00 0o. *0 0 * W d � Y .�, . rfepc?Fr, P. 4 aV Code. This report sft6RA ®tt a confidential written approval. No other warranties with regard to The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015 - 18011, of the Florida Administrative property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 • Sarasota No. 6870 PR33PR 33(2 Project Name: Barry University Dormitory y z ' 4� Progtcs Report No 33 (Sheet 2 of 2) Project Number: FTL -11 -0704 (40.1) 1w .� -:> Date Tested: 9/14/2011 c 9� IV' X 'l echnician Initials: J.A. Client Name: Moss and Associates SCR 2101 North Andrews Avenue, Suite 300 p t Report Date: 9/16/2011 Fort Lauderdale, Florida 33311 , Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Maximum Dry Density (Pct) Optimum Moisture %) Dry Density (pcf) Cone Resistance' (tst) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 3 12 110.9 6.8 111.6 4.2 98 101 Pass 4 12 110.9 6.8 110.3 5.6 98 99.5 Pass 5 12 110.9 6.8 110.9 5.1 98 100 Pass 6 12 110.9 6.8 111.1 5.2 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 ri7 ASTM D 6938 AASHTO T -180 (ASTM D 1557) Daily Standard Count: Density: 2765 ASTM D 2937 AASHTO T -99 (ASTM D 698) Moisture: 627 Soli Ty 3 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (1st Lift) 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (2nd Lift) 5 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (3rd Lift) 6 5 12 STA 2 + 60, 6' Left, Relocation of North Fire Hydrant Tie In (4th Lift) Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: NGVD r MSL cc: Client...(1) ' Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer 60 0.00 0o. *0 0 * W d � Y .�, . rfepc?Fr, P. 4 aV Code. This report sft6RA ®tt a confidential written approval. No other warranties with regard to The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015 - 18011, of the Florida Administrative property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 • Sarasota No. 6870 PR33PR 33(2 ;DUNKELBERGER engineering & testing, inc. Soil Density Test Report Project Name: Barry University Dormitory \3 "� Prress Report No.: 34 (Sheet 1 of 2) Project Number: FTL -11 -0704 (40.1) `; Date Tested: 9/15/2011 F -3 SAP C) fl 2.011 Technician Initials: J.A. Client Name: Moss and Associates = 2101 North Andrews Avenue, Suite 300 Report Date: 9/16/2011 Fort Lauderdale, Florida 33311 Project Manager: Juan Ramirez r Contact Number: (954) 730 -9114 Attention: Ms. Sherry Werner, EPA Certified Renovator, CGC Test No. Probe Depth (in) Laboratory i etar Field' � Maximum Dry Density (pet) Optimum Moisture ( %) Dry Density (P.etj Cone Resistance (tsf) Moisture (%) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 1 6 131.4 7.0 131.8 5.8 98 100 Pass 2 6 131.4 7.0 132.5 6.5 98 101 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 P. ASTM D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2632 Moisture: 626 ye. Let 1 9 6 STA 4 + 15, 6' Left (1st Lift) 2 9 6 STA 4 + 15, 6' Left (2nd Lift) Elevation/Depth Referenced to: 11.1 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) P. Other: Inches Below Top of Base Course Juan Ramirez, E. Staff Engineer ..,,,tassme,„ �i •:14.4.• 03GENS�AA��o°�°. N • 27451 •: a ▪ * * ▪ • ' s The original of this report was signed and sealed by the registered engineer in accordance with Rule 61015- 18011, of the Florida Administrative property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our subsurface exploration, recommendations or design are expressed by this fine. Fort Lauderdale • Port St. Lucie • West Palm Beach State of Florida Board of Professional Engineers Authorization 877.643.6832 oiteseds •8 TA Code. T#449/81111 is respo I$1� the confidential written approval. No other warranties with regard to • Sarasota No. 6870 PR 34.x13 PR 34 DUNKELBERGER engineering & testing, inc. Soil Density Test Report Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 i✓ ASI'M D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2632 Moisture: 626 3 5 12 STA 4 + 15, 6' Left, (I st Lift) 4 5 12 STA 4 + 15, 6' Left, 2nd Lift) 5 5 12 STA 4 + 15, 6' Left, (3rd Lift) 6 5 12 STA 4 + 15, 6' Lett, (4th Lift) Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer ;011NII1 ,g, I • 0 7.< •. o #• • .. -4 1'gpperi. r>pl`jci„ 14 1 The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG15-1801 I, of the Florida Administrative Code. � e confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written appro warranties with regard to WO subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 PR 34.xts PR 34 (2) • Project Name: Barry University Dormito Project Number: FTL -11 -0704 (40.1) Client Name: Moss and Associates 2101 North Andrews Avenue, Fort Lauderdale, Florida 33311 Attention: Ms. Sherry Werner, EPA Certified S E P 2 Suit Renovator, 2 2011 -.; CGC ,r ogress Report No 34 (Sheet 2 of 2) Date Tested: 9/15/2011 " Technician Initials: J.A. Report Date: 9/16/2011 Project Manager: Juan Ramirez Contact Number: (954) 730 -9114 Test No. Probe Depth (in) I.�tliifirral rocto " Maximum Dry Density (pct) Optimum Moisture ( %) Dry Density (PO Cone Resistance (tsf) Moisture ( %) Minimum Required Compaction ( %) Percent Maximum Density ( %) Test Results 3 12 110.9 6.8 108.9 6.8 98 98.2 Pass 4 12 110.9 6.8 109.6 7.3 98 98.8 Pass 5 12 110.9 6.8 110.9 6.5 98 100 Pass 6 12 110.9 6.8 _ 111.1 7.1 98 100 Pass Type of Field Density Test: Minimum Required Compaction Based on: Nuclear Gauge Info: Gauge No. 29275 r ASTM D 1556 i✓ ASI'M D 6938 r ASTM D 2937 AASHTO T -180 (ASTM D 1557) r AASHTO T -99 (ASTM D 698) Daily Standard Count: Density: 2632 Moisture: 626 3 5 12 STA 4 + 15, 6' Left, (I st Lift) 4 5 12 STA 4 + 15, 6' Left, 2nd Lift) 5 5 12 STA 4 + 15, 6' Left, (3rd Lift) 6 5 12 STA 4 + 15, 6' Lett, (4th Lift) Elevation/Depth Referenced to: 1 Structural Fill 2 Final Grading Fill 3 Mass Grading Fill 4 Utility Backfill - Sanitary 5 Utility Backfill - Water 6 Utility Backfill - Storm 7 Roadway Subgrade 8 Stabilized Subgrade 9 Base Course 10 Other: rNGVD rMSL cc: Client...(1) Other: Inches Below Top of Backfill Juan Ramirez, E.I. Staff Engineer ;011NII1 ,g, I • 0 7.< •. o #• • .. -4 1'gpperi. r>pl`jci„ 14 1 The original of this report was signed and sealed by the registered engineer in accordance with Rule 6IG15-1801 I, of the Florida Administrative Code. � e confidential property of our client and authorization for publication of statements, conclusion or extracts from or regarding this report is reserved pending our written appro warranties with regard to WO subsurface exploration, recommendations or design are expressed by this firm. Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota State of Florida Board of Professional Engineers Authorization No. 6870 PR 34.xts PR 34 (2)