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West Hall Phase I
g als ktb,,, 0 lit a O DE TIU' Co ANY Yom; ugtst 3' sincerely, 87 Milton Co st. Corp. 2700 d Terrace P1 3 145 Gentlemen: e herby c r 3fy- that 'the ; trusses for the above .reference project were manufactured using tie lurnier as required on h eng veering design and in' accordance_ with the South` Flori.. Building Cod _which requires that the minimum grades of 1 �ber xsec for :truss -chords - a n d _ webs. shall be No. 2" t D. S.Y.P . = $ - No. S.Y'.P respectively. The :lumber used was ,utill gra. -. ',by th e ; Southern `Pi.ne ; Inspection: Bureau { SPiB} -or T mbeac_ prod is nspection4i- tnc. t'rPII) . : b Axe to the rfact that the lumber grade stamp; is`. l a t he end of the ,board it. is often cut in la= the manufacturing proces �h3s has been -broght to the attention of the Dade County Prod t C ontrol Depa3 tment which. is aware bf it`. f any additi;Ana1 : informs ion is ;r�aluua fed please f eel. contact us. -DADS TRU oeMPANY, VADOR A. - TURADO P.E. 1 PRESIDENT 9939 Barry University 11300 N.E. 2nd Av •Ib • 6401 W. '74. AV e ue Florida 3316 e 5%2 -8245 Cao FROM 141 0,-reAt To ; IFRimaw.. Lob ►gal. GANG EDO Lumber Co. Inc. PHONE:, (NW) 836 -030 • 9300 N.W. 36th AVE. • MIAMI • FLORIDA 33147 PHONE: (NW) 325 -8900 • 1695 N.W. 20th ST. • MIAMI • FLORIDA 33142 MAILING ADDRESS: 9300 N.W. 36th AVE. / MIAMI, FLORIDA 33147 August 14th., 1987 TO WHOM IT MAY CONCERN BUILDING SUPPLY CENTERS Ref: Barry University Permit Nos. 27203 &27026 This letter is to certify that the 5/8 C.D. Sheathing Plywood that was sold to LAZARO MILTON CONSTRUCTION, for the job located at 11300 N. Miami. Ave., Barry University, was properly stamped with the American Plywood Asso. stamp, by the Plywood Mill and is accept- ed by the Dade County Code. sinclrely M:rtin A. Vere P - sident PRE -HUNG DOORS - ROOFING - STEEL - PLASTIC LAMINATES - CEILING PRODUCTS FINISH - PLYWOOD - TOOLS - DOORS - PAINT - HARDWARE - LUMBER DATE .... JOB NO. -- PROJECT /- t i_ ,.tAll ..' LOCATION CONTRACTOR : Y OWNER .... , 1 Ai t L i LI WEATHER TEMP. ° at AM ), ..,) ° at : (;,.• (..- PM PRESENT AT SITE St (305) 662-5740 '** FCTc ) /12(.4 )T THE FOLLOWING WAS NOTED: 1. , oir-11 - c -2 ' ) M x./: • v I .1t OQ 7 Z‹.17./X1FOI2(1/4.K7' :7 / Ai- Th 7 /) 7 / 7/•ric - 7c - 0 (AuC/2 :.•17 [..?"; 7-?2_17.7(x) _d-C ( \ I)/ •/(57 COPIES TO -eVri / - 1- 7 -0/ 4 -4 1t4 , . V7 - k 7-Att 1 LOrt( 7 4A/4p/4 Zzrartt lrEIMULD SIGNED OYAU DATE JOB NO PROJECT LOCA'PON CONTRACTOR OWNER WEATHER TEMP. fo o at ° at / .' AM, PM PRESENT AT I ....__. SITE > SANTIAGO & ASSOCIA ENGINEERS. INC 6850 raraf Way, Su FL. 1 31F.)._ (305) 662-5740 THE FOLLOWING WAS NOTED: • "") ( ,..);,) 4 „ — P 7 '66 4 ) 7 f, t/7 (-et rAlkY72.)6. Cr-- -7" A,20 27 X' -r-h 4:7 z:Pc. 7 C — OA ( /1.p A Ail) Le ; - le /.54" F kic COPIES TO / 7 ?4 7/01 0l.Ar rev 7' - •;" - /,k5r))/ 7 rx.yx.ec e77ft. ,t v'Er KLILD SIGNED ' Viamminam■■• ...0•111■■ ELDOliarsi DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER WEATHER TEMP. ° at ° at =AM,; PM PRESENT AT SITE SM T5AG3 1 ASSOCIATES, ENCINEI7PS, 3NC. 6850 'on Way, Su:tc 300 foAkti, FL.. 331::15 THE FOLLOWING WAS NOTED: TO (305) 662.5746 } I-; -t_ FL . • l `tC"CT'1 4-1 -. Il }. _ , DATE ; ^2/ ■ .' JOB NO - PROJECT LOCATION CONTRACTOR ..- OWNER WEATHER TEMP. .", ° at ° at f AM PRESENT AT SITE COPIES TO SANTIAGO & ASSOCIATE': ENGINEERS, INC. 6850 Coral Viy, Suilf.? 300 MIAMI, FL 33155 (305) 662-5740 TO THE FOLLOWING WAS NOTED: C $4 47 4 via) SIGNED DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER WEATHER (-- t-CP5C, TEMP. i .../ 0 at ° at 1 ' AM PM PRE AT SITE keljt) 4 TO SANTIAGO & AS ENGINEERS, 6850 C(4r1 Way, MfAtyli, EL, 33i 55 (305) 06-5740 r F 1 THE FOLLOWING WAS NOTED: ( i4 1 tV Ot■jS ber COPIES TO k4) A-0/ iti6, • I I k r LAJ 4 )07 s--)fc,•,.., L .. DATE JOB NO PROJECT ( 0 , L ' LOCATION CONTRACTOR , f--- 7 4 I 4.7e4ti 6(67 ' OWNER WEATHER e:: C,1 TEMP ° at PM PRESENT AT SITE Awer5 6),Q > TO SANTIAGO & Af:SOCIATES, E.NGINIEFAS, C. 685U W-17, 300 MAML FL 3 (305) 662-5740 19 THE FOLLOWING WAS NOTED: C4/WegAT (),r Fry) 77 -- 'kV') CM_ ()L2 PPOit7 7 7op /A) rTt T 77(•, 7 ,t14 ir 7h //vs u 77JCr / A -4) 7g- 7:-Iznpck. ;L41 (y) . pr; axuets. COPIES TO (111 kV- — 01-0 - Lac..4776A. f g 1110 071/CK ri(60 2 7:40_5 y0o7u0 WINGERTER LABORATORIES, INC. Report No. 9 Page 1 of 1 ' Consulting & Testing Engineers REPORT OF FIELD DENSITY TEST Order No. 15280.11(526) 1820 N.E. 144th Street 6 -24 -87 hr North Miami, Florida 33181 Client: L. Milton Construction roiect: Barry University - West Hall 1 . Contractor: L. Milton Construction -t Location: N.E. 111 St. & N. Miami, Ave., :s, FL Test Date: 6 -23 -87 Time In: 2:50P Time Out: 4 M Description of Material: Density Test Density Standard Tan silica sand, limesand, limerock Sod ITsuap xew �T Field Test Location: 1. ZS :ur 41.1 I :or nu :ur In' ■ac ra ire Bldg. Pad N.E. Corner of Campus Classroom Building Sub -base 5399 59 F 25' S. & 12' E. of N.W. corner against 5.9 102.6 12" 4220 11.6 103.7 98.9 98.0 existing wall 5400 60 F 25' N. & 15' E. of S.W. corner of pad 6.7 101.7 12" 4220 11.6 103.7 98.1 98.0 5401 61 F 50' N. & 50' E. of S.W. corner of pad 11.4 103.2 12" 4220 11.6 103.7 99.5 98.0 5402 62 F 3' S. & 60' E. of N.W. corner against 13.6 103.0 12" 4220 11.6 103.7 99.3 98.0 existing wall 5403 63 F 5' S. & 25' E. of N.E. corner of existing 8.5 102.2 12" 4220 11.6 103.7 98.6 98.0 building Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement unless denoted by an asterisk( *) Compaction requirements determined from: Project Specifications by WLI Prepared and ecke ): --, Respectfully submitted, rd WINGERTE R BORATORIES, INC. ,DsVta Po�'e � .� F e l ix A. Pegu o- Guerrero, P.E. \ Florida Regi rratign No. 34473 The original\of this report was signed and sealed by the above registered engineer in accordance with Rule 21H -18.l 1, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements.conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, INC. Report No. 10 Page 1 o Consulting & Testing Engineers REPORT OF FIELD DENSITY TEST Order No. 15280.11(526) 1820 N.E. 144th Street 6 -26 -87 hr North Miami, Florida 33181 L. Milton Construction Barry University - West Hall 1 Contractor: L. Milton Construction FL Test Date: 6 -25 -87 Time In: 4:20P Time Out: 4:451 Inspector: MK Description of Material: Density Test Density Standard zsa i Tan limerock, limesand and silica sand of Max Dry Density PCF Fiel :tion :tion men Field Test Location: :ur A3' ll'• :or nu ;ur Interior Fill Classroom Building Northwest Corner of Campus Basecourse 5457 64 F 30' S. do 20' E. of N.W. corner of pad 8.5 131.4 6" 4038 7.0 129.1 101.8 98.0 along building wall 5458 65 F 21' N. do 30' E. of S.W. corner of pad 8.6 126.8 6" 4038 7.0 129.1 98.2 98.0 5459 66 F 30' N. do 20' W. of S.E. corner of pad 9.8 128.1 6" 4038 7.0 129.1 99.2 98.0 5460 67 F 100' N. do 35' W. of S.E. corner of pad 8.1 131.2 6" 4038 7.0 129.1 101.6 98.0 • Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement unless denoted by an asterisk( *). Compaction requirements determined from: Project Specifications by WLI Prepared and, Necked ` - 'L � „:; Respectfully submitted, Ai WINGERTER LABORATORIES, INC. ,diimart. . / ` we Ghulam Mujt a, P. E. Florida Regis ation No. 0034319 The original of this report was signed and sealed by the above registered engineer in _accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. DATE LL June 18, 1987 I JOB NO _ .. ..._.. 8630.00 PROJECT WEST HALL / PHASE I LOCATION Miami Shores, Florida ,NTRAC TOR ` =WN[R LMCC BARRY UNIVERSITY NEA rHER - I, - MF 1T lr(!? t AND FEITO / architects - planners 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444 - 6248 L. MILTON CONSTRUCTION CORP. Att.: A. Perez T. Czerniec /BU; G. Santiago /S &A COPIES TO F. Lubien /Miami Shores By: J. A. Rodriguez, AIA FORM 241 .2 - Aba,vibN hom n'e'ii. %Inc, Groton. React 01450 Clear . •�SE 1. Try J. A. Rodriguez, AIA It 12:30 Report on job site visit of June 12, 1987 1.0 Masonry wall reinforcement as indicated on Drawing S7, General Note #6, missing on all ground floor walls. Contractor was instructed to provide and install on all stucco surface openings and /or corners fiber mesh stucco reinforcement a minimum of 8 inches from the edge or corner and /or opening wrapping same on both sides of corner. At Contractor's option, entire wall may be covered with mesh to avoid labor in cutting desired strips. Structural Engineer of Record assures this deletion will not represent a structural problem. However, the deletion will invariably result in unacceptable cracking of stucco surfaces. Contractor is advised to make sure specified reinforcement is installed in accordance with Contract Documents on the second floor. 2.0 On the North Stair wall, east stair, first vertical rebar on the lowest section was missing. Contractor instructed to provide same in accordance with plans. Other locations found acceptable. / / / / //L A S T ITEM T H I S R E P O R T/////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// len SIGNED TOMU to e . - r.. , TO F &F FRAGA AND FEITO / architects - •tanners 3663 SW 8th Street Suite 200 MIAMI, FLORIDA 33135 Phone 444 -6248 L. MILTON CONSTRUCTION CORP. Attn.: A. Perez THE FOI I OWINIn WAR r O I r! - 1 T. Czerniec /BU; I i Ta i en /Miami Shores- f r File 8630.00.5I By: J.A. Rodriguez, AIA June 09, 1987 WEST HALL PHASE I Miami Shores, Florida : LMCC Clear 8630.00 J. A. Rodriguez, AIA Andres Gonzalez / LMCC :BARRY UNIVERSITY 1 rva o at AM 89 o 3:30 PM > Construction fence in place from Exist. Pump Station to Tennis Court; West & South still to be enclosed; Contractor notified of contract requirements on this point. *Fill complete; Site Drainage installation complete; Catch basins in place. *Masonry walls up to underside of tie beam location for first floor; steel reinforcement for perimeter beam at job site; in process of installation. *Steel columns at job site; not installed. *Contractor informed us work on structure began 26 May, 1987, upon completion and acceptance of field compaction. *Noted some minor misalignment on masonry work at north wall. *Contractor informed us plumbing rough -in had passed mechanical inspection by Miami Shores. *Architect to update plans and forward three copies to field regarding relocated smoke detector locations as per permit drawings approved by County and Village. *Structural Engineer's Report to follow under separate cover / / /// LAS T ITEM T H I S R E P O R T////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER WEATHER TEMP. ° at _,,.. ° at ,- AM • ; .,--- PiR PRESENT AT SITE *) TO THE FOLLOWING WAS NOTED: COPIES TO SANT1' (305) 662-140 - 9 „ Tam SIGNED DATE F JOB NO ` in !r 1 PROJECT LOCATI CONTRACTOR OWNER 4 • WEATHER r _.. TEMP. % ° at ° at - AM - A%' PRESENT AT SITE i TO THE FOLLOWING WAS NOTED: SANTIAGO & ASSOCIATES, E GIN ERS, �s . 6E350 ` Cora Way, +e 100 MtAMY •rL. 3 155 OP (305) 602•:3740 ;:'_?".• • e3 COPIES TO j.. ;; %_, 1`✓�2lr .oJ SIGNED .? DATE JOB NO PROJECT LOCATION CONTRACTOR - I ./ ) t-...76)/ OWNER -t ' -. - -Pr / ''.''' (.}. WEATHER TEMP. ! ,...„ ° at AM -at 3 . Do(rtea PRESENT AT SITE TO sANTInGo & AssocIAT- S.. ENGINEERS, 6850 Cs Way. Suth. 300 WAD FL .331 • (305)642-574( FCCIO ke THE FOLLOWING WAS NOTED: ()PX-2221/ PlcOAL 7L,4 .t . /,,17,1; rittf2 z:,41.4 / & 7 , c /../../.;71/2:;r74:77 7 72) /2-0A5- c — 1wl),A .16 7 A7 (14, 1 e e":7C7, At-Z: / L //eXis •(40 - (47 , LA3,0 --- /( 7 .51t) ) L ) .- 7 , 7jp yc P1/?7441T 6 - 476- 7:7/6 fiue: 5Y (1( e.cati N12(y) /1■1■■■■•7110. SIGNED 7:(7 /43:k COPIES TO 0 A,7 7- ,.1(- KMITD Kg-)CDEMT Ji DATE JOB NO. PROJECT LOCATION CONTRACTOR OWNER WEATHER TEMP. ° at ° at ` AM,. PM PRESENT AT SITE TO SANPAGO & ASS ENGINEERS, .. _ 6€350 Coral Way. State WM!, Ft. 33155 (305) 662 -5740 THE FOLLOWING WAS NOTED: COPIES TO �r 1 ©R SIGNED DATE ....„ , JOB NO. PROJECT LOCATION CONTRACTOR • L. 4; L7 OWNER WEATHER' i , TEMP. ° at ° at PM PRESENT AT SITE iltri,i „1: 7 (305) S62-5740 TO (AY r.c7 /L) THE FOLLOWING WAS NOTED: — '; /1 cr.) - 7b UcV/ T - 11 - 174 7 M L L L - /4.) SANTIAGO & ASSOCIATES, • ENGINEERS, INC. 6850 Corai Way, Stir 300 • MIAMI. FL. 33155 COPIES TO e 4,--(46c2 7tj7j Irtt) cc /J 4)6 , u(i) )r ; c '5 lc l f/ 1Lx_ ok7) AA) (7- , / crof. • 1 )1 2- 1 Loi (z. /y2 7O 4- 611/ 2 -/ (% .1°07 To 42_ewlc 77317 EA4 • 77.- Er WINN:), TA CanJ E SIGNED — • -/- DATE / 7/ A 7 JOB NO. PROJECT f` / 1 LOCATION CONTRACTOR OWNER WEATHER (,1-( tirfL., TEMP. ° at °at PM PRESENT AT SITE A TO THE FOLLOWING WAS NOTED: C jr-r) -„ TT'4I oi -/N4-1.4-• SANTIAGO & ASSOCIATES, ENGINEERS, INC 6850 Co Way, Suac 300 KAM. Ft_ 33155 (305) 662-5i 4o 7 ' .• I PY , C ' . CleVi 76_9 7o de 4/67 / /3-7 !,677Ort1 to-o TPA 7 /7- a 51 77. 7 Tilf t ()'O COPIES TO TO f (4, /-- cAt57ii4(7 TrE 1 'T r (2, Lelia C.) '"/Lee, T? 77r C'et 77F /' POO r SIGNED riitiau4) R E WONT WINGERTER LABORATORIES, INC. Report No. 7 Page 1 of 1 f Consulting & Testing Engineers REPORT OF FIELD DENSITY TEST Order No. 15280.11( 526) 1820 N.E. 144th Street 5 -22 -87 North Miami, lorida 33181 Client: L.MIitorl Constructlon Project: Barry University - West Hall 1 Contractor :. L. Milton Construction Project Location: NE 111th St. and N. Miami Ave - .Mi ami Shores Test Date: 5 -21 -87 Time In: 5:15P Time Out: 5:40P MK Description of Material: Density Test Density Standard Tan limerock with limesand and silica sand Max Dry Density PCF 1 d T Field Test Location: 6 u tur h Ir Joy nut turn !nt )aC ,a .3r DEC Building pad 4430 42 F North wing NE corner 4393 5.0 128.6 6" 4038 7.0 129.1 99.6 98.0% 4431 43 F North wing NW corner 4394 5.3 130.7 6" 4038 7.0 - 129.1 101.2 98.0% 4432 44 F South wing Southwest corner 4395 4.1 128.3 6" 4038 7.0 129.1 99.4 98.0% 4433 45 F North wing SE corner 4396 4.8 131.9 6" 4038 7.0 129.1 102.2 98.0% 4434 46 F South Wing NE corner 4397 4.3 131.6 6" 4038 7.0 129.1 101.9 98.0% 4435 47 F South Wing SE corner 4398 4.5 130.1 6" 4038 7.0 129.1 100.8 98.0% Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement Compaction requirements determined from: Project specifications by WLI unless denoted by an asterisk( *': Prepared and ch ked Respectfully submitted, 4. WINGERTER = BORATORIES, INC. David R. Po -11 elm A. Pegu - uerrero, P.E. 1.tign Florida Regis No. 34473 The original f this report was signed and sealed by the above registered engineer in accordance with Rule 2IH- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. , WINGERTER LABORATORIES, INC. 5 -21 -87 cb Report No. 6 Page 1 of 1 Consulting & Testing Engineers REPORT OF FIELD DENSITY TEST Order No. 15280.11(526) 1820 N.E. 144th Street 5 -21 -87 North Miami, Florida 33181 Client: L. Milton Construction • Project: Barry University - West Hall Contractor: L. Milton Construction Project Location: N.E. 111 St. & N.Miami Ave, Miami 5 -20 -87 Time In: 3:30P Time Out: 4:10P TI R I Shores Description of Material: Density Test Density Standard Tan limerock with limesand and silica sand Max Dry Density PCF 0 l F Field Test Location: t ur pi ty a :tor mu tut :en [pal pal lire Bldg. Pad 4393 36 F North Wing Northeast corner 7.3 123.4 12" 4038 7.0 129.1 95.6* 98.0 4394 37 F North Wing Northwest corner 7.3 122.8 12" 4038 7.0 129.1 95.1* 98.0 4395 38 F South Wing Southwest corner 7.0 124.9 12" 4038 7.0 129.1 96.7* 98.0 4396 39 F North Wing Southeast corner 7.4 126.1 12" 4038 7.0 129.1 97.7* 98.0 4397 40 F South Wing Northeast corner 7.5 123.6 12" 4038 7.0 129.1 95.7* 98.0 4398 41 F South Wing Southeast corner 6.2 123.7 12" 4038 7.0 129.1 95.8* 98.0 • Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement unless denoted by an asterisk( ". Compaction requirements determined from: Project Spedifications by WLI Prepared checked Respectfully submitted, INC. _.. im W1NGE'RTER LABORATORIES J . i f ! 0 z t ri I'v eh:: A. Pegu ' o- uerrero, P.E. s avid R. Pow 1 Florida Regi atipn No. 34473 The original o jthis report was signed and sealed by the above registered engineer in ac • dance with Rule 2IH- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,. and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Client: L. Milton Construction Contractor: L. Milton Construction Test Date: 5 -15 -87 Time In: 12:35P Description of Material: Brown silica sand, limesand, J WINGERTER LABORATORIES, INC. Consulting & Testing Engineers 1820 N.E. 144th Street North Miami, Florida 33181 u 0 iV r J a Field Test Location: Bldg. Pad Subgrade Time Out: limerock 4302 28 4 12' S. of N. Bldg. Line & 21' W. of E. Bldg. Line 4303 29 4 9' N. of S. Bldg. Line & 21' W. of E. Bldg. Line 4304 30 4 9' N. of S. Bldg. Line & 78' W. of E. Bldg. Line 4305 31 4 12' S. of N. Bldg. Line & 90' W. of E. Bldg. Line 4306 32 4 10' N. of S. Bldg. Line & 18' E. of W. Bldg. Line 4307 33 4 12' E. of W. Bldg. Line & 45' N. of S. Bldg. Line REPORT OF FIELD DENSITY TEST Project: Project Location: Ins'ector: 1r 3 r 0 h � Barry University - West Hall I N.E. 111 St. & N. Miami, Ave., Miami Shores, FL Density Test Report No. Order No. 5 Page 1 0 15280.11(526) 5 -19 -87 hr Density Standard CL 1+ x cw MO a a. . a. 5 v ✓ • O. • E 5.9 108.8 12" 4039 9.3 109.3 99.5 98.0 5.6 109.2 12" 4039 9.3 109.3 99.9 98.0 5.6 109.8 12" 4039 9.3 109.3 100.5 98.0 4.4 112.8 12" 4039 9.3 109.3 103.2 98.0 5.0 111.3 12" 4039 9.3 109.3 101.8 98.0 5.8 111.5 12" 4039 9.3 109.3 102.0 98.0 - continued - As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. , WINGERTER LABORATORIES, INC. Consulting & Testing Engineers REPORT OF FIELD DENSITY 1820 N.E. 144th Street North Miami, Florida 33181 Report No. TEST Order No. 5 . Page 2 of 2 15280.11(526) 5 -19 -87 hr Client: L. Milton Construction Project: Barry University - West Hall I Contractor: L. Milton Construction Project Location: N.E. 111 St. & N. Miami, Ave., Miami Test Date: Time In: . . Time Out: ; . • Shores, FL Description of Material: Density Test Density Standard Brown silica sand, limesand, limerock' I Max Dry Density PCF 11 Field Test Location: 1/ ls; t ut 4p 14: a 103: m � t :en ipa ipa ,tire Bldg. Pad Subgrade • 4308 34 4 15' S. of N. Bldg. Line & 12' E. of W. • 3.9 108.6 12" 4039 9.3 109.3 99.4 98.0 Bldg. Line on N.S. Wing 4309 35 4 18' W. of E. Bldg. Line & 33' S. of N. 4.8 110.4 12" 4039 9.3 109.3 101.0 98.0 Bldg. Line on N.S. Wing Field density test run in accordance with ASTM D2922 -81. Results rneet compaction requirement unless denoted b an asterisk(*. Compaction requirements determined from: Project Specifications by WLI _____Pi;ep cl Respectfully submitted, 1 - il ./ WINGERTER L BORATORIES, INC. , � , 4 ! • �� ra /a 1, elm A. Pegugt.- yuerrero, P.E. ,David R ow 11 Florida Regisf atiqn No. 34473 The original o this report was signed and sealed by the above registered engineer in accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, INC. Consulting & Testing Engineers 1820 N.E. 144th Street North Miami, Florida 33181 Client: L. Milton Construction Project: Contractor: L. Milton Construction Project Location: Test Date: 5 -14 -8 Time in; 10:50A Time Outs 11 :50A Inspector: Description of Material: Brown silica sand, limesand, limerock Field Test Location: Bldg. Pad Subgrade 4253 21 3 Approx. 9' N. of S. Bldg. Line & 18' E. of W. Bldg. Line 4254 22 3 Approx. 42' N. of S. Bldg. Line & 21' E. of W. Bldg. Line 4255 23 3 Approx. 18' S. of N. Bldg. Line & 30' E. of W. side on N.S. wing 4256 24 3 Approx. 30' N. of S. Bldg. Line & 19 x 3 W. of E. Bldg. Line 4257 25 3 Approx. 27' W. of E. Bldg. Line & 30' N. of S. Bldg. Line REPORT OF FIELD DENSITY TEST 5 -19 -87 hr - continued - h � Report No. 4 Page 1 o Order No. 15280.11(526) Barry University - West Hall I N.E. 111 St. & N. Miami, Ave., Miami Shores, FL TM Density Test 1 0 0. 0 0 o. c Density Standard u a. v 0. • 8u E 0 .•3 E 0• U p 15.0 109.9 12" 4039 9.3 109.3 100.5 98.0 15.7 108.8 12" 4039 9.3 109.3 99.5 98.0 11.4 110.6 12" 4039 9.3 109.3 101.2 98.0 5.9 110.7 12" 4039 9.3 109.3 101.3 98.0 5.4 111.2 12" 4039 9.3 109.3 101.7 98.0 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property • of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, INC. Report No. 4 Page 2 of 2 Consulting & Testing Engineers Order No. 15280.11(526) l 820 N.E. 144th Street REPORT OF FIELD DENSITY TEST 5 -19 -87 hr North Miami, Florida 33181 Client: L. Milton Construction Project: Barry University - West Hall I Contractor: L. Milton Construction Project Location: N.E. 111 St. & N. Miami, Ave., ...__i CL____ FL Test Date: 5 -14 -R7 Time In: 10:50A Time Out: 11:50A TM Description of Material: Density Test Density Standard V Zs* t Brown silica sand, limesand, limerock ;o Max Dry Density PCF t Fie] :tion :tion men Field Test Location: tur ity h I tor nu tut Bldg. Pad Subgrade 4258 26 3 Approx. 27' W. of E. Bldg. Line & 6' S. of N. 8.4 109.5 12" 4039 9.3 109.3 100.2 98.0 Bldg. Line • 4259 27 3 Aprox. 60' W. of E. Bldg. Line & 6' S. of N. 5.8 112.9 12" 4039 9.3 109.3 103.3 98.0 Bldg. Line Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement unless denoted by an asterisk( ". Compaction requirements determined from: Project Specifications by WLI Prepared and checked Respectfully submitted, WINGERTER L: BORATORIES, INC. 7' A ' ,41.6., iip ,i0 s-z,k, _ ___,... ,..,......_...... ' ,� elix R. Pegu - uerrero, P.E. David R: P o we 11 Florida Regis / tign No. 34473 The original of this report was signed and sealed by the above registered engineer in accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. WINGERTER LABORATORIES, INC. Report No. 3 Page 1 of 1 Consulting & Testing Engineers REPORT OF FIELD DENSITY TEST Order No. 13280.11(526) 1820 N.E. 144th Street 5 -19 -87 hr North Miami, Florida 33181 Client: L. Milton Construction Project: Barry University - West Hall I Contractor: L. Milton Construction ^- -' - -`' cation: N.E. 111 St. & N. Miami, Ave., Miami Test Date: 5 -12 -87 Time In: 12:24PTime Out: 1:34P TM Shores, FL Description of Material: Density Test Density Standard 4037 -Lt. brown silica sand, trace limerock Max Dry Density PCP 4229 -Tan silica sand- limesand- limerock 1 T It Field Test Location: 1 is ;uc i ty II; of 1 nu uu :n. )a 'al ir( Bldg. Pad Subgrade (Approx. 1' below existing GL.) 4248 15 2 Approx. 9' S. of N. Bldg. Line & '12' W. of E. 9.7 109.3 12" 4229 10.6 106.5 102.6 98.0 Bldg. Line 4249 16 2 Approx. 24' N. of S. Bldg. Line ac 15' W. of E. 9.5 106.4 12" 4229 10.6 106.5 99.9 98.0 Bldg. Line 4250 17 2 Approx. 12' N. of S. Bldg. Line & 81' W. of E. 10.3 108.4 12" 4229 10.6 106.5 101.8 98.0 Bldg. Line 4251 18 2 Approx. 12' N. of S. Bldg. Line & 30' E. of W. - .. 7.4 112.9 12" 4037 10.4 112.0 100.8 98.0 Bldg. Line 4252 19 2 Approx. 18' S. of N. Bldg. Line & 27' E. of W. 9.8 107.1 12" 4229 10.6 106.5 100:6 98.0 Bldg. Line 4253 20 2 Approx. 24' S. of N. Bldg. Line & 84' E. of W. 7.5 112.5 12" 4037 10.4 112.0 100.4 98.0 Bldg. Line Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement unless denoted by an asterisk( *'. Compaction requirements determined from: Project Specifications by WLI Prepared : checked RespectNl y submitted, • W1NGER.TER L : '. RATORIES, INC. • el Pe u - uerrero, P.E. David R. P. ell Florida Regist 1 tign No 34473 The origina of this report was signed and sealed by the above registered engineer in • ccordance with Rule 21H- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Consulting & Testing Engineers 1820 N.E. 144th Street North Miami, Florida 33181 Client: L. Milton Construction Contractor: L. Milton Construction Test Date: 5 -11 -87 Time In: 3:45P Time Out: N Description of Material: Brown silica sand, limesand, limerock Field Test Location: 1st Lift Dormitory Bldg. Pad Project: Project Location: 4:30P Inspector: 0 zfh fp CZ Barry University - West Hall I N.E. 111 St. & N. Miami, Ave., Miami Shores, FL TLB Density Test Density Standard g E 4.4 u O� b oa 0.( 0 u bt, E y Ua WINGERTER LABORATORIES, INC. REPORT OF FIELD DENSITY TEST Report No. Order No. 2 Page 1 of 1 15280.11(526) 5 -13 -87 hr 4177 7 1 25' W. & 25' S. from N.E. 4178 8 1 25' W. & 25' N. from S.E. 4179 9 1 50' W. & 50' N. from S.E. 4180 10 1 75' W. & 50' N. from S.E. 4181 11 1 100' W. & 30' N. from S.E. 4182 12 1 35' S. & 40' E. from N.W. 4183 13 1 35' N. & 40' E. from S.W. 4184 14 1 25' E. & 40' N. from S.W. Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement unless denoted by an asterisk( ". Compaction requirements determined from: Armando R. Perez Prepared and checked David R. Pow 1 Respectfully submitted, WINGERTER LABORATORIES, INC. s /z . x /387 Felix A, Peg o- uerrero, P.E. Florida Regi at.lgn No. 34473 The original of this report was signed and sealed by the above registered engineer in accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property,of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our wratten approval. corner pad corner pad corner pad corner pad corner pad corner pad corner pad corner pad REVISED REPORT - Corrected Optimum Moisture %, as of 5 -22 -87 7 109.5 9.1 109.3 8.1 108.6 6.6 109.0 8.4 108.0 2.4 108.8 8.3 108.6 7.6 108.7 12" 12" 12" 12" 12" 12" 12" 12" 4039 4039 4039 4039 4039 4039 4039 4039 9.3 9.3 9.3 9.3 9.3 9.3 9.3 9.3 109.3 109.3 109.3 109.3 109.3 109.3 109.3 109.3 100.2 100.0 99.4 99.7 98.8 99.5 99.4 99.5 98.0 98.0 98.0 98.0 98.0 98.0 98.0 98.0 WINGERTER LABORATORIES, INC. Report No. Page of Consulting & Testing Engineers REPORT OR FIELD DENSITY TEST Order No. 15280.11(526) 1820 N.E. 144th Street • 5 -11 -87 hr North Miami, Florida 33181 Client: Contractor: Test Dates L. Milton Construction Project: 13arry University - West Hall 1 L. Milton Construction Project Location: N.E. 111 St. & N. Miami, Ave., Miami Shores, FL 5 -8 -87 Time In: 5:35P Time Out: 6:10P Inspector: TM Description of Material: D T density Standard Light brown silica sand, trace limerock Max Dry Density PCF 0 11 Field Test Location: is in, it L :or nu ur fit ac .ac re Building Pad Subgrade 4150 1 E Approx. 27' W. of E. side & 21' N. of S. side 3.1 110.8 12" 4037 10.4 112.0. 98.9 98.0 4151 2 E Approx. 10' S. of N. Bldg. Line do 30' W. of 2.2 117.0 12" 4037 10.4 112.0 104.5 98.0 E. side 4152 3 E Approx. 90' W. of E. side & 9' N. of S. side 5.4 117.6 12" 4037 10.4 112.0 105.0 98.0 4153 4 E Approx. 10' S. of N. Bldg. Line & 90' W. of 2.8 114.3 12" 4037 10.4 112.0 102.1 98.0 E. end 4154 5 E Approx. 18' N. of S. side do 24' E. of W. side 4.5 109.4 12" 4037 10.4 112.0 97.7 98.0 4155 , 6 E Approx. 10' S. of N. Bldg. Line & 24' E. of 8.1 111.4 12" 4037 10.4 112.0 99.5 98.0 W. side Field density test run in accordance with ASTM D2922 -81. Results meet compaction requirement Compaction requirements determined from: Armando R. Perez ^. unless denoted by an asterisk( * ". Prepared and checked Respectfully submitted, WINGERTER LA: •RAtORIES, INC. • David elm ` . Peguer f uerrero, '.E. R. P. ell Florida Registr iqn No. 34473 The original of this report was signed and sealed by the above registered engineer in accordance with Rule 21H- 18.11, Chapter 471, Florida Statute. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval.