49568PERMIT APH ICATION FOR MIAMI SHOhtS VILLAGE
11300 Northeast Second Avenue
Date July 25, 2001 Job Address Miami Shores, Florida 33161 TaxFolio 11 - 2136 - 000 - 0040
A portion of the SW 1/4 of the NE 1/4 of
L 36 township 525 range 41E Dade Co to yD : yea
Ownez/Lessee /TenantBarry University. Inc. MasterPcrmit# not applicable
Ow.aer 11300 NE 2nd Ave., Miami Shores, FL 33161 Phone (305) 899 - 3052
ConimeingCo. Beauchamp Construction Company, Inc.
Qualifier Mr. Donald L. Crissey
State# CGC 042059
Banding Company not app Iicable Address not Applicable
Mortgagor not applicable Address not applicable
SFt, +/- 15,600 square feet
Mr. reddy Ulloa, Assoc. VP, Facilities Mgmt. Date
(4oe4t
as to Owner
My Commission Expires:
� 4 �` r ° "c ACEVEDO SOTO
7 MY COMMISSION # CC 841281
1 0F V$' EXPIRES: May 31, 2003
4800 Fla : . & Bonding Co.
• :41
•
/0/
C.C.F.
t / 1 /0
No xxx
Address247 Minorca Ave., Coral Gables, FL 33134
SS# phone (305) 445 - 0819
Municipal# not applicable Competency # not applicable Ins. Co. On File, Bldg. Dept.
ArehireomitibeerHarper Partners, Inc. Address 201 Alhambra Circle, Coral Gables, FL 33134
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Excavation & re- compaction of soil at proposed student housing building pad per
attached civil plan and Geotechnical report # 210573 by East Coast Testing and Engineering, Inc.
Estimated Cost (value) $18,000.00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR ThilPROVEMENIS TO YOU, PROPERTY (IF YOU RITLND TO ourAirti 'FIN.4NC1NG, CONSULT WITR YOL'3It LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all wool:
will be performed to meet the standards ofall laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do work stated.
yr
e .k. D = Rusinque
My Commission Ex * MY mission CC847168
` toe Ex =s June 16
O „ ' 0 NOTARY •O'n BOND
276 EIec�ical
TOTAL DUE r '8C9 f� 0
i, Juice 1agit
(address) 11300 Ali la a(
I'll
understand that the plans need to be brought back to Miami Shores Building and Zoning to
continue the permitting process.
A iattu, /ito taTina
BUILDING AND ZONING DEPARTMENT
1 0050 N. E. SECOND AVENUE
MIAMI SHORES. FLORIDA 331.38 -2382
TELEPHONE (305) 795-2204
FAX (305) 756-8972
RECEIPT
contractor /owner, picked up 2 sets of plans for
the Building and Zoning Department on (date)
to have corrections done to plans and/or get County stamps. I
l eace44., s e
s pl q 0 1
T e/eav 9-7-0/
■
q)j9
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5
Pompano Beach, Florida 33073 West Palm Beach, Florida 33409
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768
(800) 329 -7645 (SOIL) - (561) 471 -8220
FACSIMILE #954 - 9718872
ESTABLISHED 1981
February 16, 2001
Report of Engineering Evaluation For: Harper Beauchamp Design Build Co.
Project : Proposed 4 Story Student Housing Bldg.
Location: Barry University
Miami, Florida
Order # : 210573
Gentlemen:
As per your request Eastcoast Testing & Engineering, Inc. performed the
standard penetration test borings at the above location on February 1, and February 8,
2001. We are herein submitting the results of our findings.
A review of our boring logs shows that beneath a layer of surface overburden and
vegetation the upper levels of subsoils are comprised of loose fine grained sands with little
root to a depth of approximately +1-2.0 feet below the existing ground surface. Beneath
this stratum we encountered a layer of medium loose tan to gray fine to medium grained
sand. Underlying this layer of gray to tan fine grained sand was a layer of medium dense
light tan fine to medium grained sand. This layer of tan medium fine grained sand
extended past the terminal depths of our investigation, 20 feet maximum penetration.
The natural ground water table was discovered to exist at an elevation of 13 feet
below the existing natural ground surface at the time of our borings.
In order to prepare the site to support construction designed for an allowable
soil bearing capacity of 3000 psf, we recommend the following procedures be
implemented.
1. Clear and grub the proposed building pad area plus an extended perimeter of
five feet beyond any proposed wall footing or foundation element. Care should be taken
so as to insure the complete removal of any deleterious materials encountered including
all vegetation, stumps, roots, foreign material, debris, silts, clays or muck.
2. Once this has been accomplished excavate the site to an elevation of -6 feet
below the existing ground surface at the time of our investigation. This material may be
stockpiled and reused subject to the approval of the geotechnical engineer.
THRESHOLD /SPECIAL INSPECTIONS. SOIL. BORINGS. DENSITIES. ASPHALT. CONCRETE & GEOTECHNICAL LABORATORY
EASTCOAST TESTING & ENGINEERING, INC.
SERVING SOUTH FLORIDA SINCE 1981
1- 800 - 329 -7645 - "SOIL"
3. Once this has been accomplished densify the natural ground area, in -situ with
a large vibratory roller, (CA -25S, or larger) until the bottom 2 feet of the excavation have
been compacted in excess of 98% of the material's modified maximum dry density as per
AASHTO T -180. Each pass of the roller should overlap the preceding pass by one half
of the width of the vibratory drum. Maximum speed of the roller should be 2 ft. /second.
For optimum compaction efficiency we recommend that the soils be within +/ -2% of
optimum moisture at the time of densification.
4. Once this has been accomplished and verified by our office, the pad may be
brought to construction grade utilizing clean granular fill. The fill may be placed in lifts not
to exceed twelve inches in compacted thickness. Each lift should be compacted to a
minimum density of 98% of the material's modified proctor density as per AASHTO T -180.
Clean granular fill shall be construed to mean granular material containing no more than
5% by weight organic and clayey matter and no man -made debris. It shall be free of
vegetation, foreign material, roots, fiber, branches, leaves, and should not contain any rock
and gravel larger than 3 inches or 50% of the compacted layer thickness.
5. Suitable materials may be stockpiled at the site for structural fill after approval
and testing by the Engineer. Following and during the compaction operations the area
shall be witnessed by an inspector from this laboratory for approval prior to selective
backfilling. No vibration shall take place in the vicinity of any existing structure as this may
cause localized damage to nearby existing structures. The excavated surface and each
12" loose lift of imported fill material within the footing and slab areas shall be tested to
within 98% of the Soils Modified Maximum Dry Density as per AASHTO DESIGNATION
T -180 inspected by this laboratory and verified with field density- moisture relationships.
Footing embedment shall be of sufficient depth below the adjacent grade so as to
comply with all local and area building codes. Minimum footing widths of 18" and 36"
are recommended for continuous wall footings and individual column pads respectfully,
although they may not develop the full allowable bearing pressures. For purposes of this
report we have anticipated that the proposed bottom of footing elevation will be similar to
the elevation of the site at the time of our investigation.
EASTCOAST TESTING & ENGINEERING, INC.
SERVING SOUTH FLORIDA SINCE 1981
1- 800 - 329 -7645 - °SOIL"
Foundation elements may be designed as isolated footings or as a monolithic type
of foundation /slab system, as long as ample consideration is given to the increased shear
stresses inherent in monolithic systems at the slab to footing interface. Surface
compaction specifications shall be verified utilizing in place density tests at the frequency
of 1 test per 100 If of wall footing, and 1 test per column pad. Slab areas and undisturbed
pad lifts may be tested at the frequency of one test per 2500 sf, but in no case less than
3 per lift.
The Standard Penetration Test is the most commonly employed tool utilized to
identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide
an accurate estimation of internal soil characteristics such as relative density, internal
shear strength, angle of internal friction, and the approximate range of the soil's unit
weight. These "N" values represent the resistance of a 2 inch diameter split spoon sampler
driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split
spoon is divided into four six inch increments. The second and third increments are totaled
to produce the "N" value found on your report.
The Standard Penetration Test also allows for the recovery of soil samples which
are returned to our laboratory and visually examined and classified. The SPT samples are
available for laboratory testing if requested. Samples are generally held for 90 days unless
otherwise directed by the client.
An approximate ground water table is obtained from the borehole upon completion
of the drilling procedures. This water table is useful in the general evaluation of particular
soil conditions, and may give the contractor some insight into what can be anticipated
during construction. It should be noted that the ground water level will fluctuate seasonally.
This level may also be affected by local drawdowns, soil conditions, and the watersheds
contribution to the underlying aquifer. It should not be construed to be a measure of the
soils permeability, or of the dewatering characteristics of the site.
Although the standard penetration test is one of the most reliable methods used to
identify soil characteristics and types, it may only represent a small fraction of the materials
actually deposited at the site. As is common industry practice, we have assumed a
uniformity of profile between borings to provide a subsoil profile for engineering purposes.
This profile is strictly based on the data obtained from the borings, and if unusual or varying
conditions are found we should be notified immediately.
EASTCOAST TESTING & ENGINEERING, INC.
SERVING SOUTH FLORIDA SINCE 1981
1- 800 - 329 -7645 - °SOIL"
of the conclusions are a direct result of the quantity of tests performed. Any variation in
location may reveal similarly some changes in the depth, thickness, texture, and conditions
of the stratum encountered .
Unless specifically stated otherwise, and specifically directed and prearranged by
the client, all elevations are taken with respect to the existing ground surface at the time
of testing. Boring locations are usually obtained in the field by pacing off distances and
approximating right angles to landmarks and property comers. More precise locations may
be obtained from on site surveys and placement of the boring locations by a Land
Surveyor, Registered in the State of Florida. These services are provided at additional
costs and are beyond the scope of this report.
The data presented herein was obtained for the specific purposes stated in this
report, and should not be misconstrued to apply to any other circumstance, project, or
ancillary use unless so specified and addressed by the engineer of record.
Thank you for using EASTCOAST TESTING AND ENGINEERING INC., for your
geotechnical needs. Should you need further assistance with this or any other project,
please contact this office.
Respectfully Submitted;
EASTCOAST TESTING & ENGINEERING, INC.
X41
Blanc, V.P., P.E.
ate,R 'Florida #35683
Spe ial Insp. No. 1177
F: I DATA1 WPDOCSI SPT20011210573. WPD
F. Stewart Ward, E.1. T.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
2
3
15
16
Tan fine medium grained sand some rock
Light tan fine medium grained sand
Light tan fine medium grained sand
STANDARD PENETRATION TEST BORING:
ORIN
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573A1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER.
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX SE CORNER OF EXISTING ENTRANCE DRILL RIG #: F -250
GROUND WATER: 13' DATE :2/1/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONSAREAPPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 NVALUES
Gra fine medium grained sand trace of root
Gray fine medium grained sand trace of rock
Gray fine medium grained sand some rock
18
7
11 7
0
0
7 3
7
2 4
7
7
5
3
3
5
4
3
4
BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
7
9
7
4
3 3
3 3
3
3
4
4 4
i
4
3 5
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S. T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY- UBMITTED,
EASTCOA j!' TING & ENGINEERING, INC.,
CRAIG SMITH, PRESIDENT
e BLANC, V.P. P.E.,
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
F - %RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTA RPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5
Pompano Beach, Florida 33073 West Palm Beach, Florida 33409
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
18
19
ESTABLISHED 1981
T BORING RE
20 _ Light tan fine medium grained sand
BORING TERMINATED AT 20'
CVO: C.O.D.: PO#:
LABORATORY NUMBER: 210573A2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER.
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX SE CORNER OF EXISTING ENTRANCE DRILL RIG #: F -250
GROUND WATER: 13' DATE :2/1/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 N VALUES
5 4
9 5 7
7 8
18 10
10
II
1
1
1
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30°
1
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SUBMITTED,
EASTCOAST TES; °-ING & ENGINEERING, INC.,
CRAIG '4
'',` . ' SIDENT MARK BLANC, V.P. P.E.,
FL . -- IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTALLY. - POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. COi CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
EASTCOAST TESTING & ENGINEERING, INC.
(800) 329 -7645 (SOIL) - (561) 471 -8220
CRAIG S.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
ESTABLISHED 1981
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573B1 OFFICE FAX #: 954-971-8872 BORING NUMBER, 2
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX NE BLDG COR OF NORTH BLDG DRILL RIG#: F -250
GROUND WATER: 12.5' DATE :2/1/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 1
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
DEPTH
FEET
SAMPLE
NUMBER
Gray fine medium grained sand trace of root
Tan fine medium grained sand some rock
Gray fine medium grained sand some rock
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Light tan fine medium grained sand
Tan fine medium grained sand
N VALUES
9
19
9
8
8
BLOWS ON
3
4
9
8
4
13
4
4
5
2
3
8
SPT
5
8
10
5
9
5
4
5
5
4
4
4
3
4
3
4
4
4
5
2
3
5
8
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SUBMITTED,
EASTCOAST TES TI G & ENGINEERING, INC.,
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
'DENT MARK L : BLANC, V.P. P.E.,
FL • •A REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTALJ POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
EASTCOAST TESTING & ENGINEERING, INC,
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
ESTABLISHED 1981
BORING
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573B2 OFFICE FAX #: 954-971-8872 BORING NUMBER, 2
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX NE BLDG COR OF NORTH BLDG DRILL RIG #: F -250
GROUND WATER: 1Z5' DATE:2/1 /01 Elev: APPROX EVEN W /PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
DEPTH
FEET
17
18
19
20
SAMPLE
NUMBER
■
Light tan fine medium grained sand
BORING TERMINATED AT 20'
N VALUES
12
17
BLOWS ON
7
6
7
9
SPT
MEV
6
8
8
9
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30°
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION 13-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SU MITTED,
EASTCOAST T ST G & ENGINEERING, INC.,
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CRAIG S. H, PRESIDENT MARK - - 7 BLANC, V.P. P.E.,
FL e ' IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL - POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, o CLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
CRAIG S. SMITH, PRESIDENT
EASTCOAST TESTING & ENGINEERING INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573C1 OFFICE FAX #: 954-971 -8872 BORING NUMBER. 3
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX 100' S OF NW BLDG COR OF NORTH BLDI DRILL RIG#: F -250
GROUND WATER: 13' DATE:2/1 /01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 1
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
DEPTH
FEET
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
SAMPLE
NUMBER
Light tan fine medium grained sand some rock
Gray fine medium grained sand trace of rock
Tan fine medium grained sand
Gray fine medium grained sand trace of root
Tan fine medium grained sand some rock
N VALUES
2
7
6
9
10
10
4
5
BLOWS ON
1
1
3
4
1
4
4
5
6
4
4
5
2
3
1
SPT
1
2
3
2
3
4
4
6
3
5
5
2
4
2
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30"
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFUL Y BMITTED,
EASTCOA ' , r ,. TING ENGINEERING, INC.,
7%4
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
MAR -' BLANC, V.P. P.E.,
F IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENV/RONMENTA POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
RESPECTFULLY SUBMITTED,
EASTCOA, 1 T : ( STING & ENGINEERING, INC.,
CRAI �_� . SMITH, PRESIDENT
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
ESTABLISHED 1981
ST BORING REPO
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573C2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER. 3
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX 100' S OF NW BLDG COR OF NORTH BLDI DRILL RIG #: F -250
GROUND WATER: 13' DATE :2/1/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487
DEPTH
FEET
17
18
19
20
SAMPLE
NUMBER
•
Tan fine medium grained sand
BORING TERMINATED AT 20'
N VALUES
7
16
BLOWS ON
2
4
6
10
SPT
3
5
6
8
•
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30°
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
e BLANC, V.P.
IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CO r CLUS/ONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
RESPECTFULLY SUBMITTED,
EASTCOAS_T J TING & ENGINEERING, INC.,
JT
CRAIG TH, PRESIDENT
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Sulte G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573D1 OFFICE FAX #: 954-971 -8872 BORING NUMBER, 4
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX SE BLDG COR OF NORTH BLDG DRILL RIG #: F -250
GROUND WATER: 13' DATE:2/1 /01 Elev: APPROX EVEN W /PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 1
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
DEPTH
FEET
1
2
3
4
5
6
SAMPLE
NUMBER
Dark gray fine medium grained sand trace of root
Gray fine medium grained sand
Tan fine medium grained sand some rock
Gray fine medium grained sand some rock
Light tan fine medium grained sand
7
10
8 � 9
11
12
13
14
15
16
Tan fine medium grained sand
N VALUES
7
4
10
8
8
8
4
14
BLOWS ON
3
3
3
2
6
5
3
2
5
7
SPT
4
2
2
4
5
5
5
3
3
6
5
3
3
3
4
4
4
3
2
4
7
7
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30°
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
e BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTS PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. NCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
ESTABLISHED 1981 r „
B ORING REPS y
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573D2 OFFICE FAX #: 954-971 -8872 BORING NUMBER. 4
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX SE BLDG COR OF NORTH BLDG DRILL RIG #: F -250
GROUND WATER: 13' DATE :2/1/01 Elev: APPROX EVEN IN/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487
DEPTH
FEET
17�
18
19
20
SAMPLE
NUMBER
Light tan tine medium grained sand
BORING TERMINATED AT 20'
N VALUES
14
25
BLOWS ON
6
8
12
14
SPT
6
11
11
16
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30"
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SUB ITTED,
EASTCOAST TE, I °f & ENGINEERING, INC.,
z'
CRAIG S. S H, RESIDENT
EASTCOAST TESTING & ENGINEERING, INC.
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
Le BLANC, V.P. P.E.,
'ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENT PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
EASTCOAST TESTING & ENGINEERING INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
ESTABLISHED 1981
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573E1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER.
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX SW BLDG COR DRILL RIG #: F -250
GROUND WATER: 12' DATE :2/8/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT
® NUMBER VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487 N VALUES
1
2
3
14
15
16
Gra fine medium grained sand trace of root
White fine medium grained sand
Tan fine medium grained sand some rock
White fine medium grained sand some rock
Light tan fine medium grained sand
Tan fine medium grained sand
STANDARD PENETRATION TEST BORING:
4
7
0
0
0
0
4
a
8
4
5
5
4
5
2
BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30"
5
2 2
2 1
1 1
4
4
8
8 4
4
4
5
3 4
3
2
2
4
4 4
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S. T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SUBMITTED,
EASTCOAST TESTING & ENGINEERING, INC.,
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CRAIG S DDENT MAR , e BLANC, V.P. P.E.,
• RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573E2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER,
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX SW BLDG COR DRILL RIG#: F -250
GROUND WATER: 12' DATE :2/8/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G : BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2 BLOWS ON SPT
FEET NUMBER VISUAL SOIL CLASSIFICATIONIAASHTO M145/ASTMD2487 NVALUES
17 - Light tan fine medium grained sand
20
BORING TERMINATED AT 20'
11
m
5
5
8
5 5
5
8
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30°
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY MITTED,
EASTCOAST NG & INC.,
J7�
MARK � ,: oBLANC, V.P. P.E.,
FLO A REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL P OSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONC USIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
CRAIG S. SMITH, PRESIDENT
EASTCOAST TESTING & ENGINEERING, INC,
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573F1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER.
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX 40' N & 100' W OF SE BLDG COR DRILL RIG #: F -250
GROUND WATER: 12' DATE :2/8/01 Elev: APPROX EVEN WIPARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT
® NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 N VALUES
_ Gray fine medium grained sand trace of root
6
7
0
9
10
11
15
Tan fine medium grained sand
Tan fine medium grained sand trace of rock
Tan fine medium grained sand
14 Tan fine medium grained sand
16
STANDARD PENETRATION TEST BORING:
7
6
7 5
3
4 .
4
m
6
4
6
6
6
2
3
2
2
2
3
4
5
4
5
® 8 6
3 4
2 4
BLOWS PER FOOT ON 2" O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY S= MITTED,
EASTCOAST - k r NG & ENGINEERING, INC.,
CRAIG S. ITH, PRESIDENT
Le BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENT: e - URPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5
Pompano Beach, Florida 33073 West Palm Beach, Florida 33409
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872 (800) 329 -7645 (SOIL) - (561) 471 -8220
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573F2 OFFICE FAX #: 954-971-8872 BORING NUMBER, 6
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION: APPROX 40' N & 100' W OF SE BLDG COR DRILL RIG #: F -250
GROUND WATER: 12' DATE :2/8/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
BORING NUMBER:
PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487
DEPTH
FEET
17
18
19
20
SAMPLE
NUMBER
Tan fine medium grained sand
BORING TERMINATED AT 20'
N VALUES
15
28
BLOWS ON
6
7
10
9
SPT
8
8
11
9
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALUNG 30°
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL MITTED,
EASTCOAST G VNGINEERING, INC.,
THE INTENT OF THIS REPORT IS NOT FOR ENWRONMEN
CRAIG S. SMITH, PRESIDENT MAR, a BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, dONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
EASTCOAST TESTING & ENGINEERING INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL j MITTED,
EASTCOAS4 NG & ENGINEERING, INC.,
CRAIG S. SMITH, PRESIDENT
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
800) 329 -7645 (SOIL) - (561) 471 -8220
i
MARK - `BLANC, VP. P.E.,
FL ' IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENWRONMENTA - 7 - POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, C e CLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
ESTABLISHED 1981
TEST BORING REP
CVO:
LABORATORY
PROJECT
BORING
C.O.D.:
PO
BORING
CUSTOMER
CREW
DRILL
LOT
#:
NUMBER:
PROJECT:
LOCATION:
LOCATION:
GROUND
210573G1 OFFICE FAX #: 954 -971 -8872
NUMBER,
#:
CHIEF:
DRILLER:
RIG #:
CASING:
7
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC
BARRY UNIVERSITY AT SOUTH WING BLDG
H.E.
NW 115 ST, MIAMI
SR
APPROX SE BLDG COR
F-250
WATER: 12' DATE :2/8/01 EIev: APPROX EVEN W/PARKING
SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH
SAMPLE
BORING NUMBER: PAGE NUMBER: 1
NVALUES
BLOWS ON
SPT
FEET
NUMBER
VISUAL SOIL CLASSIFICATION /AASHTO M145/ASTMD2487
1
Gray fine medium grained sandtrace of root and rock
17
5
9
2
Tan tine medium grained sand some rock
8
13
3
24
12
15
4
White fine medium grained sand and rock
9
6
5
_
10
3
4
6
6
6
7
12
6
6
8
Light tan fine medium grained sand
6
5
9
10
4
10
6
5
11
15
5
7
12
6
a
13
Tan fine medium grained sand
6
6
3
14
_
3
4
15
_
16
6
7
16
9
9
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30°
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
EASTCOAST TESTING & ENGINEERING INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL j MITTED,
EASTCOAS4 NG & ENGINEERING, INC.,
CRAIG S. SMITH, PRESIDENT
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
800) 329 -7645 (SOIL) - (561) 471 -8220
i
MARK - `BLANC, VP. P.E.,
FL ' IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENWRONMENTA - 7 - POSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, C e CLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
RESPECTFULLY SUBMITTED,
EASTCOAST TE`" ING & ENGINEERING, INC.,
CRAIG ' ', i&SIDENT MAR,-' " e BLANC, V.P. P.E.,
F - RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENT - ` / RPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, G - NCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
ESTABLISHED 1981
TEST BORING REPOR
CVO:
LABORATORY
PROJECT
BORING
C.O.D..
PO #:
BORING
CUSTOMER
CREW
DRILL
LOT
NUMBER:
PROJECT:
LOCATION:
LOCATION:
GROUND
210573G2 OFFICE FAX #: 954-971 -8872
NUMBER.
#:
CHIEF:
DRILLER:
RIG #:
CASING:
7
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC
BARRY UNIVERSITY AT SOUTH WING BLDG
H.E.
NW 115 ST, MIAMI
SR
APPROX SE BLDG COR
F -250
WATER: 12' DATE :2/8/01 EIev: APPROX EVEN WIPARKING
SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE
LOCAnONS ARE APPROX UNLESS STAKED
DEPTH
SAMPLE
BORING NUMBER: PAGE NUMBER: 2
N VALUES
BLOWS ON
SPT
FEET
NUMBER
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
17
Light tan fine medium grained sand
18
8
7
18
11
12
19
20
12
11
Y0
9
10
BORING TERMINATED AT 20'
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30"
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
RESPECTFULLY SUBMITTED,
EASTCOAST TE`" ING & ENGINEERING, INC.,
CRAIG ' ', i&SIDENT MAR,-' " e BLANC, V.P. P.E.,
F - RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENT - ` / RPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS, G - NCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
PERMIT NO. TAX FOLIO NO. 11- 2136 - 000 -0040
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal description of property and street address: 11300 NE 2nd AVE, MIAMI SHORES, FL 33161
36 S7 41 40 AC SW1/4 OF NF1 /4 I FSS E3SFT & I FSS W4OFT
2. Description of improvement: FYr'AVATTnN fL RFC MPACTTCN nF gr1TI AT PPC PnCFll
STIJDFNT HOUSING RIITI f)TNC PAI)
3. Owner(s) name and address:
Interest in property: FEE SIMPLE
Name and address of fee simple titleholder: BARRY t1NTVFRSTTY, INC. 11100 NF 7Nr) AVE, MIAMI SHORES, F
4. Contractor's name and address: BEAUCHAMP CONSTRUCTION CO., INC.
747 MINORCA AVF, CORAI GARI FS, Fl 33134
5. Surety :(Payment bond required by owner from contractor, if any)
Name and address: NOT APPLICABLE
Amount of bond $ NOT APPLICABLE I HER
ong
6. Lender's name and address: NOT APPLICABLE
7. Persons within the State of Florida designated by Owner u
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: MR. FREDDY ULLOA, 11300 NE 2ND AVE MIAMI SHORES, FL
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address: NOT APPLICABLE
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
different date is specified) ONE YEAR FROM RECORDING DATE
The f r' � .t tit versa/CI
by'Ffedto►y U I lea
Print Owners Name & e rtt! V A r Ve1S rl
Sworn to and subscribed before me this 11 of 41
Notary Public _II
Print Notary's Name NO)" ..e
u t(15
My Commission Expires: /tidy 3), 200
Sorb
STATE OF F ORIDA, COUNTY OF DADE
CERTIFY that this is a tru1 Ey of fhe
thr .ffi o �1
, A O 20
WITNESS my
♦ors
aF MONICA ACEVEDO SOTO
s @e MY COMMISSION # CC
841
NOTARY Fla EXPIRES: May 31, 2003
Notary Service & Bonding Co.
011449226 2001 AUG 17 10 :48
0
D.C. -
ocuments may be served as provic
Vice. 4111011 4) A tr /� �r.•rr 11
Prepared MR. CHRIS TUCKER
USI
,1 BEAUCHAMP CONST. CO., INC
Address:
CORAL GABLES FL 33134
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768
4361 Okeechobee Blvd - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
FACSIMILE #954 - 9718872
ESTABLISHED 1981
COPY.
February 16, 2001
Report of Engineering Evaluation For: Harper Beauchamp Design Build Co.
Project :Proposed 4 Story Student Housing Bldg.
Location: Barry University
Miami, Florida
Order # • 210573
Gentlemen:
As per your request Eastcoast Testing & Engineering, Inc. performed the
standard penetration test borings at the above location on February 1, and February 8,
2001. We are herein submitting the results of our findings.
A review of our boring logs shows that beneath a layer of surface overburden and
vegetation the upper levels of subsoils are comprised of loose fine grained sands with little
root to a depth of approximately +/ -2.0 feet below the existing ground surface. Beneath
this stratum we encountered a layer of medium loose tan to gray fine to medium grained
sand. Underlying this layer of gray to tan fine grained sand was a layer of medium dense
light tan fine to medium grained sand. This layer of tan medium fine grained sand
extended past the terminal depths of our investigation, 20 feet maximum penetration.
The natural ground water table was discovered to exist at an elevation of 13 feet
below the existing natural ground surface at the time of our borings.
In order to prepare the site to support construction designed for an allowable
soil bearing capacity of 3000 psi, we recommend the following procedures be
implemented.
1. Clear and grub the proposed building pad area plus an extended perimeter of
five feet beyond any proposed wall footing or foundation element. Care should be taken
so as to insure the complete removal of any deleterious materials encountered including
all vegetation, stumps, roots, foreign material, debris, silts, clays or muck
2. Once this has been accomplished excavate the site to an elevation of -6 feet
below the existing ground surface at the time of our investigation. This material may be
stockpiled and reused subject to the approval of the geotechnical engineer.
THRESHOLD /SPECIAL INSPECTIONS. SOIL. BORINGS. DENSITIES. ASPHALT. CONCRETE & GEOTECHNICAL LABORATORY
EASTCOAST TESTING & ENGINEERING, INC.
SERVING SOUTH FLORIDA SINCE 1981
1- 800 -329 -7645 - "SOIL"
3. Once this has been accomplished density the natural ground area, in -situ with
a large vibratory roller, (CA -25S, or larger) until the bottom 2 feet of the excavation have
been compacted in excess of 98% of the material's modified maximum dry density as per
AASHTO T -180. Each pass of the roller should overlap the preceding pass by one half
of the width of the vibratory drum. Maximum speed of the roller should be 2 ft/second.
For optimum compaction efficiency we recommend that the soils be within +/ -2% of
optimum moisture at the time of dens cation.
4. Once this has been accomplished and verified by our office, the pad may be
brought to construction grade utilizing clean granular fill. The fill may be placed in lifts not
to exceed twelve inches in compacted thickness. Each lift should be compacted to a
minimum density of 98% of the material's modified proctor density as per AASHTO T -180.
Clean granular fill shall be construed to mean granular material containing no more than
5% by weight organic and clayey matter and no man -made debris. It shall be free of
vegetation, foreign material, mots, fiber, branches, leaves, and should not contain any rock
and gravel larger than 3 inches or 50% of the compacted layer thickness.
5. Suitable materials may be stockpiled at the site for structural fill after approval
and testing by the Engineer. Following and during the compaction operations the area
shall be witnessed by an inspector from this laboratory for approval prior to selective
backfilling. No vibration shall take place in the vicinity of any existing structure as this may
cause localized damage to nearby existing structures. The excavated surface and each
12" loose lift of imported fill material within the footing and slab areas shall be tested to
within 98% of the Soils Modified Maximum Dry Density as per AASHTO DESIGNATION
T -180 inspected by this laboratory and verified with field density- moisture relationships.
Footing embedment shall be of sufficient depth below the adjacent grade so as to
comply with all local and area building codes. Minimum footing widths of 18 and 36"
are recommended for continuous wall footings and individual column pads respectfully,
although they may not develop the full allowable bearing pressures. For purposes of this
report we have anticipated that the proposed bottom of footing elevation will be similar to
the elevation of the site at the time of our investigation.
EASTCOAST TESTING & ENGINEERING, INC.
SERVING SOUTH FLORIDA SINCE 1981
1-800 -329 -7645 - "SOIL"
Foundation elements may be designed as isolated footings or as a monolithic type
of foundation/slab system, as long as ample consideration is given to the increased shear
stresses inherent in monolithic systems at the slab to footing interface. Surface
compaction specifications shall be verified utilizing in place density tests at the frequency
of 1 test per 100 If of wall footing, and 1 test per column pad. Slab areas and undisturbed
pad lifts may be tested at the frequency of one test per 2500 sf, but in no case less than
3 per lift.
The Standard Penetration Test ASTM D -1586
The Standard Penetration Test is the most commonly employed tool utilized to
identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide
an accurate estimation of intemal soil characteristics such as relative density, intemal
shear strength, angle of intemal friction, and the approximate range of the soil's unit
weight These "N" values represent the resistance of a 2 inch diameter split spoon sampler
driven by a 140 pound hammer free falling 30 inches. Each drive of the 24 inch long split
spoon is divided into four six inch increments. The second and third increments are totaled
to produce the "N" value found on your report.
The Standard Penetration Test also allows for the recovery of soil samples which
are retumed to our laboratory and visually examined and classified. The SPT samples are
available for laboratory testing if requested. Samples are generally held for 90 days unless
otherwise directed by the client.
An approximate ground water table is obtained from the borehole upon completion
of the drilling procedures. This water table is useful in the general evaluation of particular
soil conditions, and may give the contractor some insight into what can be anticipated
during construction. It should be noted that the ground water level will fluctuate seasonally.
This level may also be affected by local drawdowns, soil conditions, and the watersheds
contribution to the underlying aquifer. It should not be construed to be a measure of the
soils permeability, or of the dewatering characteristics of the site.
Although the standard penetration test is one of the most reliable methods used to
identify soil characteristics and types, it may only represent a small fraction of the materials
actually deposited at the site. As is common industry practice, we have assumed a
uniformity of profile between borings to provide a subsoil profile for engineering purposes.
This profile is strictly based on the data obtained from the borings, and if unusual or varying
conditions are found we should be notified immediately.
A test is expressly representative of the immediate location tested, and the reliability
of the conclusions are a direct result of the quantity of tests performed. Any variation in
location may reveal similarly some changes in the depth, thickness, texture, and conditions
of the stratum encountered .
Unless specifically stated otherwise, and specifically directed and prearranged by
the client, all elevations are taken with respect to the existing ground surface at the time
of testing. Boring locations are usually obtained in the field by pacing off distances and
approximating right angles to landmarks and property comers. More precise locations may
be obtained from on site surveys and placement of the boring locations by a Land
Surveyor, Registered in the State of Florida. These services are provided at additional
costs and are beyond the scope of this report.
The data presented herein was obtained for the specific purposes stated in this
report, and should not be misconstrued to apply to any other circumstance, project, or
ancillary use unless so specified and addressed by the engineer of record.
Thank you for using EASTCOAST TESTING AND ENGINEERING INC., for your
geotechnical needs. Should you need further assistance with this or any other project,
please contact this office.
Respectfully Submitted;
EASTCOAST TESTING & ENGINEERING, INC.
EASTCOAST TESTING & ENGINEERING, INC.
SERVING SOUTH FLORIDA SINCE 1981
1- 800 - 329 -7645 - 'SOIL"
D. lanc, V.P., P.
ate Florida #35683
Special Insp. No. 1177
F:1 DATAIWPDOCSISPT20011210573. WPD
F. Stewart Ward, E.I.T.
4100 North Powerllne Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH SAMPLE
NUMBER
16 7
RESPECTFULL , SUBMITTED,
Gray fine medium grained sand trace of root
Ught tan fine medium grained san
EASTCO .:11 STING & ENGINEERING, INC.,
EASTCOAST TESTING & ENGINEERING, INC.
ESTABLISHED 1981
BORING NUMBER: PAGE NUMBER: 1
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 N VALUES
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
Gray fine medium grained sand trace of rock
Tan fine medium grained sand some rock
Gray fine medium grained sand some rock
Ught tan fine medium grained sand
CVO: C.O.D.: PO#:
LABORATORY NUMBER: 210573A1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SE CORNER OF EXISTING ENTRANCE DRILL RIG#: F -250
GROUND WATER: 13' DATE:211 /O 1 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
5.EG: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
11
BLOWS ON SPT
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30•
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
CRAIG S. SMITH, PRESIDENT MA Le BLANC, V.P. P.E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT 1S NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETO IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
3
3
3
3
4
4
4
4
3
4 4
3 5
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Sulte G -1
Pompano Beach, Rorlda 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
ESTABLISHED 1981
4361 Okeechobee Blvd. - Sulte A-5
West Palm Beach, Rorlda 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
PO #:
CVO: C.O.D.:
LABORATORY NUMBER: 210573A2 OFFICE FAX #: 954 - 971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SE CORNER OF EXISTING ENTRANCE DRILL RIG#: F-250
GROUND WATER: 13' DATE:211 /01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
FEET
17
18
19
20
NUMBER
18
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH SAMPLE BORING NUMBER:
&E.G: BELOW EXISTING GRADE LOCAAONS ARE APPROX UNLESS STA
PAGE NUMBER: 1 BLOWS ON SPT
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACIUTIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULL SUBMITTED,
EASTCO STING & ENGINEERING, INC.,
CRAI . SMITH, PRESIDENT MA e BLANC, V.P. P.E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
ESTABLISHED 1981
NUMBER
VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487
Gray fine medium grained sand trace of root
Tan fine medium grained sand some rock
Gray fine medium grained sand some rock
Light tan fine medium grained sand
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573B1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER 2
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT H OUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX NE BLDG COR OF NORTH BLDG DRILL RIG#: F -250
GROUND WATER: 12.5' DATE:2/ 1 /01 Elev: APPROX EVEN W /PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOWEXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1 BLOWS ON SPT
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SUBMITTED,
EASTCOAST ESTING & ENGINEERING, INC.,
CRA
EASTCOAST TESTING & ENGINEERING, INC.
Tan fine medium grained sand
PRESIDENT
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
13
e BLANC, V.P. P.E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. fETEI IS STRICTLY PROHIBRED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
8 8
Ilk
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
ESTABLISHED 1981
FEET
17
18
19
20
NUMBER
1
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
Light tan fine medium grained sand
BORING TERMINATED AT 20'
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
I CVO: C.O.D.:
LABORATORY NUMBER: 210573B2 OFFICE FAX #: 954 - 971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX NE BLDG COR OF NORTH BLDG DRILL RIG#: F -250
GROUND WATER: 12.5' DATE:2 /1/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
PO #:
B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
N VALUES
12
17
BLOWS ON
RESPECTFU LY SUBMITTED,
EASTC • • 'TESTING & ENGINEERING, INC.,
•
C - 4 �S. SMITH, PRESIDENT MA Ce BLANC, V.P. P E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
SPT
7
6
7
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM 01586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D- 1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
8
8
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573C1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX 100' S OF NW BLDG COR OF NORTH BLD DRILL RIG#: F -250
GROUND WATER: 13' DATE:2/ 1 /01 Elev: APPROX EVEN WIPARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH
FEET
1
2
3
5
6
7
8
9
10
11
12
13
14
15
16
SAMPLE
NUMBER
STANDARD PENETRATION
EASTCOAST TESTING & ENGINEERING, INC.
BORING NUMBER:
Gray fine medium grained sand trace of root
Tan fine medium grained sand some rock
Light tan fine medium grained sand some rock
Gray fine medium grained sand trace of rock
Tan fine medium grained sand
RESPECTFULLY SUBMITTED,
EASTCOA / STING & ENGINEERING, INC.,
ESTABLISHED 1981
B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
PAGE NUMBER: 1
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
N VALUES
10
10
5
BLOWS ON
TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CQNDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
CRAI
ITH , PRESIDENT MA a BLANC, V.P. P.E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS; CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING 8 ENGINEERING. INC.
1
3
4
1
4
4
5
6
4
4
5
2
1
3
1
SPT
2
3
3
2
3
4
4
6
3
5
5
2
3
4
2
ESTABLISHED 1981 _.
-_ Y - r-. ® ® 1 '® 'E4- - i i i • i'" 4
CVO:
LABORATORY
PROJECT
BORING
_. ..
C.O.D.:
PO#:
BORING
CUSTOMER
CREW
DRILL
LOT
NUMBER:
PROJECT:
LOCATION:
LOCATION
GROUND
210573C2 OFFICE FAX #: 954 -971 -8872
NUMBER
#:
CHIEF:
DRILLER:
RIG#:
CASING:
3
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC
BARRY UNIVERSITY AT STUDENT HOUSING BLDG
H.E.
NW 115 ST, MIAMI
SR
APPROX 100' S OF NW BLDG COR OF NORTH BLD
F -250
WATER: 13' DATE:2/ 1 /01 Elev: APPROX EVEN W /PARKING
SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: LEG: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
DEPTH
SAMPLE
BORING NUMBER: PAGE NUMBER: 2
(
NVAL.UES
BLOWS ON
SPT
FEET
NUMBER
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
17
Tan fine medium grained sand
T
s
3
18
4
5
19
16
6
6
Y0
10
6
BORING TERMINATED AT 20'
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVES71GATIONAND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM 01586.
THE ARLlVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D- 1586.
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
roward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY SUBMITTED,
EASTCOAST ' STING & ENGINEERING, INC.,
MAR J BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS: CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRMEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC,
CRA
ITH, PRESIDENT
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
800) 329 -7645 (SOIL) - (561) 471 -8220
Tan fine medium grained sand
RESPECTFULLY • UBMITTED,
EASTCOA �i = TING & ENGINEERING, INC.,
Ck
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G-1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
Tan fine medium grained sand some rock
Gray fine medium grained sand some rock
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573D1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SE BLDG COR OF NORTH BLDG DRILL RIG #: F-250
GROUND WATER: 13' DATE:2/ 1 /01 Bev: APPROX EVEN W /PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1
1 Dark gray fine medium grained sand trace of root
2 Gray fine medium grained sand
Light tan fine medium grained sand
B.E.G: BELOW EXISTING GRADE IOCATIONS ARE APPROX UNLESS STAKED
FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 NVALUES
BLOWS ON SPT
ESTABLISHED 1981
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
16 14 7 7
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.O. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
CRAIG •SMITH, PRESIDENT MAR e BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. IETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION 15 PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
RA
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerllne Rd. - Sulte G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
ESTABLISHED 1981
CVO: C.O.D.: PO#:
LABORATORY NUMBER: 210573D2 OFFICE FAX #: 954-971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT STUDENT HOUSING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SE BLDG COR OF NORTH BLDG DRILL RIG#: F -250
GROUND WATER: 13' DATE:2/ 1 /O 1 Elev: APPROX EVEN W /PARKING LOT CASING: SPT
FEET
17
18
19
20
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2
LEG: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
Ught tan fine medium grained sand
BORING TERMINATED AT 20'
BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
STANDARD PENETRATION TEST BORING:
SOIL INVESTIGATION AND SAMPUNG BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM 01586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION 0-1586
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFUL„(.,Y SUBMITTED,
EASTCQAtiS� & ENGINEERING, INC.,
_ T
C R S. SMITH, PRESIDENT MAR a BLANC, V.P. P.E.,
F RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. IETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florlda 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
N VALUES
14
BLOWS ON
8
12
14
SPT
6
4100 North Powerline Rd. - Suite G4
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954) - 971 -8872
CVO: C.O.D.: PO#:
LABORATORY NUMBER: 210573E1 OFFICE FAX #: 954 - 971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SW BLDG COR DRILL RIG#: F -250
GROUND WATER: 12` DATE:2 /8/01 Bev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.EG: BELOW EXISTING GRADE
DEPTH
FEET
1
2
4
5
7
8
9
10
11
12
13
14
15
16
SAMPLE
NUMBER
STANDARD PENETRATION
SOIL INVESTIGATION AND SAMPUNG BY AUGER BORINGS: A.S.T.M. D 14521STANDARD PENETRATION TESTASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFULLY UBMITTED,
EASTCOAST TESTING & ENGINEERING, INC.
BORING NUMBER: PAGE NUMBER: 1
VISUAL SOIL CLASSIFICATIONIAASHTO M145/ASTMD2487
Gray fine medium grained sand trace of root
White fine medium grained sand
Tan fine medium grained sand some rock
White fine medium grained sand some rock
Ught tan flne medium grained sand
Tan flne medium grained sand
TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
EASTCOAS - : TING & ENGINEERING, INC.,
ESTABLISHED 1981
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Rorlda 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
LOCATIONS ARE APPROX UNLESS STAKED
N VALUES
8
BLOWS ON
CRAIG H, PRESIDENT MAR a BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBUCATION OF STATEMENTS CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING 8 ENGINEERING. INC.
2
1
6
4
5
6
5
4
5
3
3
4
2
2
4
SPT
1
1
4
•
6
4
4
4
5
4
3
2
2
4
•
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
CVO: C.O.D.: -
LABORATORY NUMBER: 210573E2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SW BLDG COR DRILL RIG#: F -250
GROUND WATER: 12' DATE:2/8/0 1 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH
FEET
17
18
19
20
SAMPLE
NUMBER
EASTCOAST TESTING &ENGINEERING INC.
BORING NUMBER:
Light tan fine medium grained sand
STANDARD PENETRATION TEST BORING:
ESTABLISHED 1981
BORING TERMINATED AT 20'
B.F.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
4361 Okeechobee Blvd. - Suite A-5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
N VALUES
11
15
BLOWS ON
5
5
BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE. (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFU Y SUBMITTED,
EASTC • S TESTING & ENGINEERING, INC.,
- . 4 ,
C S. SMITH, PRESIDENT MARKJ. BLANC, V.P. P.E.,
IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (RE) 1S STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
SPT
5
7
8
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
ESTABLISHED 1981
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Rorida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573F1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: ' BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX 40' N 8 100' W OF SE BLDG COR DRILL RIG#: F -250
2
3
GROUND WATER: 12' DATE:2 /8/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1
FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD248T NVALUES
1 Gray fine medium grained sand trace of root
4 Tan fine medium grained sand trace of rock
Tan fine medium grained sand
Tan tine medium grained sand
8.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED
11
BLOWS ON 1 SPT
5
3
2
2
2
3
3
2
3
4
6
6
8 6
14 Tan fine medium grained sand 13
15
16 6
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 L B. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM 01586
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER. ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE
RESPECTFULLY SUBMITTED,
EASTCOA S T & ENGINEERING, INC.,
CRAI . SMITH, PRESIDENT MAR 5A BLANC, V.P. P.E.,
RIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPeJSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. ME) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
3
2
2
2
3
4
3
3
4
5
4
5
3 4
2 •
[k
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerllne Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
CVO: C.O.D.: PO #:
LABORATORY NUMBER: 210573F2 OFFICE FAX #: 954-971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF :: H.E.
PROJECT LOCATION NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX 40' N & 100' W OF SE BLDG COR DRILL RIG#: F-250
GROUND WATER: 12' DATE :2/8/01 EIev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
Tan fine medium grained sand
STANDARD PENETRATION TEST BORING.
ESTABLISHED 1981
BORING TERMINATED AT 20'
8.EG: BELOW EXISTING GRADE
FEET
17
18
19
20
NUMBER
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
N VALUES
15
28
BLOWS PER FOOT ON r O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM D1586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D -1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
RESPECTFU Y SUBMITTED,
EASTCO ESTING & ENGINEERING, INC.,
C - • �' S. SMITH, PRESIDENT MARK L( BLANC, V.P. P.E.,
IDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPt5SES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS: CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. MTh) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC.
tOCAT/ONS ARE APPROX uauSS STAKED
BLOWS ON 1 SPT
7
10
9
8
11
9
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
NOTE: SURVEY NOT GIVEN UNLESS NOTED:
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 1
FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487 NVALUES
1 Gray fine medium grained sandtrace of root and rock
12
13
14 Tan fine medium grained sand
15
RESPECTFULL SUBMITTED,
EASTCO*S7 STING & ENGINEERING, INC.,
ESTABLISHED 1981
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CVO: C.O.D.: PO#:
LABORATORY NUMBER: 210573G1 OFFICE FAX #: 954 -971 -8872 BORING NUMBER
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SE BLDG COR DRILL RIG#: F -250
GROUND WATER: 12' DATE:2 /8/01 Bev: APPROX EVEN W/PARKING LOT CASING: SPT
B.E.G: BELOW EXISTING GRADE 1.00AUONS ARE APPROX UNLESS STAKED
17
CRAIG S. SMITH, PRESIDENT MA L BLANC, V.P. P.E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE)1S STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
BLOWS ON SPT
5
6
Light tan fine medium grained sand 5
15 8
6
3
6
16 9
16
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2' O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30•
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM 01586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D-1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
8
3
4
7
9
RESPECTFULL SUBMITTED,
EASTCO - _ �, ' ' STING & ENGINEERING, INC.,
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd. - Suite G -1
Pompano Beach, Florida 33073
Broward (954) 972 -7645 (SOIL) - Dade (305) 947 -4768 - FAX (954)- 971 -8872
ESTABLISHED 1981
FEET
17
18
19
20
NUMBER
20
7
CVO: C.O.D.: PO#:
LABORATORY NUMBER: 210573G2 OFFICE FAX #: 954 -971 -8872 BORING NUMBER 7
CLIENT: HARPER BEAUCHAMP DESIGN BUILD CO INC CUSTOMER #:
PROJECT: BARRY UNIVERSITY AT SOUTH WING BLDG CREW CHIEF: H.E.
PROJECT LOCATION: NW 115 ST, MIAMI DRILLER: SR
BORING LOCATION APPROX SE BLDG COR DRILL RIG#: F -250
GROUND WATER: 12' DATE:2 /8/01 Elev: APPROX EVEN W/PARKING LOT CASING: SPT
NOTE: SURVEY NOT GIVEN UNLESS NOTED: &E.G: BELOW EXISTING GRADE jOOCAJ1ONS ARE APPROX UNLESS STARED
DEPTH SAMPLE BORING NUMBER: PAGE NUMBER: 2
VISUAL SOIL CLASSIFICATION/AASHTO M1451ASTMD2487 NVALUES
Light tan fine medium grained sand
18
BLOWS ON SPT
8
11
12
9
BORING TERMINATED AT 20'
STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2 SAMPLER WITH 140 LB. HAMMER FALLING 30'
SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST:ASTM 01586.
THE ABOVE TEST BORING WAS CONDUCTED IN ACCORDANCE WITH A.S.T.M. DESIGNATION D- 1586.
THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT
THE SITE AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY
FACILITIES FOR A MAXIMUM OF THREE, (3) MONTHS. THE OWNER, ARCHITECT AND /OR
ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF
PROPERTY AND DESIGN OF THE STRUCTURE.
4361 Okeechobee Blvd. - Suite A -5
West Palm Beach, Florida 33409
(800) 329 -7645 (SOIL) - (561) 471 -8220
CRAI . SMITH, PRESIDENT MARK L BLANC, V.P. P.E.,
ORIDA REGISTRATION #35683
THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED.
AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS, CERTIFICATIONS OR EXTRACTS REGARDING THIS
OR ANY OTHER TEST REPORT BY THIS FIRM, (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION 1S PROVIDED
AND APPROVED BY EASTCOAST TESTING & ENGINEERING, INC.
PERMIT APk IJICATION FOR MIAMI SHOktS VILLAGE
11300 Northeast Second Avenue
Data July 25, 2001 Job Add/as Miami Shores, Florida 33161 Tax Folio 11 - 2136 - 000 - 0040
A portion of the SW 1/4 of the NE 1/4 of
11Donsection 36 township 525 range 41E Dade Co tlistodeally Desigina0ed: yes
Owner/Lessee / Tenant Barry University, Inc. Master Permlt# riot le 9 S -7/
Owner's Address 11300 NE 2nd Ave., Miami Shores, FL 33161 Phone (305) 899 - 3052
contracting Co. Beauchamp Construction Company, Inc.
Qualifier Mr. Donald L. Crissey
State# CGC 042059 Municipal
Bonding Company not applicable Address not Applicable
Mortgagor not applicable Address not applicable
* 816 linear feet
APPROVED:
Zoning
Mechanical
Estimated Cost (value) $ 2,652
Mr. Donald L. Crissey, Preside
Electrical
No xxx
Address247 Minorca Ave.. Coral Gables, FL 33134
SS# phone (305) 445 - 0819
not applicable Cody #not applicable Ins. Co. On File, Bldg. Dept.
Areldteetaigneer Harper Partners, Inc. Address 201 Alhambra Circle, Coral Gables, FL 33134
Permit Type (drele one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Temporary fencing and gates 1 c.& 4d0I1444
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain apeanitto dow is k and installation as indicated above, and on the attached addendum (if applicable). Ice tity that all work
will be pecfonned to meet the standards ofall laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFIMG and MECHANICAL WORK.
OWNERS AFFIDAVIT:, I certify that all the foregoing information is accurate and that all work wilt be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
Mr. Fr dy Uiloa, Assoc. VP, Facilities Mgmt. bate"
as to as to Contractor Date
My Commission Exp�, De . Rusinque My Commission .
# t` sy *My Commission CC84716e ° je�� Denise E Rusinque
eg ?orn !,l *My Commission CC847168
o Ex pires June 16, 200?
40,„0" Expires June 16, 200
gO
FEES: PERMIT RADON C.C.F. NOTARY 6 BOND
g
DUE /
NOTICE OF COMMENCEMENT
PERMIT NO. ' qt TAX FOLIO NO. 11- 2136 - 000 -0040
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements win be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information As provided in this Notice of Commencement.
1. Legal description of property and street address: 11300 NE 2nd AVE. MIAMI SNORES. FL 33161
36 57 41 4f1 AC SW1 /4 OF NE1 /4 1 FSS F35FT & 1 FSS W4I1FT
2 Description of improvement: TEMPORARY FENCING & GATES I/
3. Owner(s) name and address:
Interest In property: FEE SIMPLE
Name and address of fee simple titleholder: BARRY I INTVFRSTTY, TN(' 11 3no NF 7 N1) AVF. MTAMI SHORES. FL
4. Contractors name and address: BEAUCHAMP CONSTRUCTION CO., INC.
747 MINORCA AVF, f'QRBI t;AR1FS, Fl 331 j4
5. Surety :(Payment bond required by owner from contractor, if any)
Name and address: NOT APPLICABLE
Amount of bond $ NOT APPUCABLE
6. Lenders name and address: NOT APPUCABLE
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes,
Name and address: MR. FREDDY ULLOA, 11300 NE 2ND AVE MIAMI SHORES, FL
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenors Notice as provided to
Section 713.13(1)(b), Florida Statutes.
Name and address: NOT APPUCABLE
9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a
different date is specified) ONE YEAR FROM RECORDING DATE
Notary Public J
Prim Notary's Name
My Commission Expires:
II ► ► s _ u _u •,
signawra cl Owner
Print Owners Name Co904 NAi1Me
Sworn to and subscribed before me this day otMij , 0�.
ILla.y 3l 2oa3
WITNESS m
HARVEY
By
,,MONICA ACEVEDO SOTO
MY COMMISSION # CC 841281
vtor o o r . EXPIRES: May 31,2003
14c04NNOTARY Fla Natal SeMae & Banding Co.
-
STATE OF FLORIDA, COUNTY OF DADE
I HEREBY CERTIFY that this is a fret c of the
Original filed in this office on l day of
, AD 20
hand and Official Seal.
VIN, CLE', , of Circuit and County Courts
1.R40397 1 2001 JUL 31 13:40
Prepared by: MR. CHRIS TUCKER
BEAUCHAMP CONST. CO.. INC.
Address: 247 MTNOR['A AVVF
CO RAL GABLES F1.
ti y PERMIT APPLICATION FOR MIAMI SHOkir,`S VILLAGE
11300 Northeast Second Avenue
Date July 25, 2001 job Add Miami Shores, Florida 33161 Tax Folio 11 - 2136 - 000 - 0040
A portion of the SW 1/4 of the NE 1/4 of
section 36 township 525 range 41E Dade Co
wee /Tenant Barry University, Inc.
Owner'sAddmess 11300 NE 2nd Ave., Miami Shores: 33161 Phone (305) 899 - 3052
contracting Ca Beauchamp Construction Company, Inc.
Qualifier Mr. Donald L. Crissey
State# CGC 042059 Mgntcipal# not applicable Oompetency # not applicable Ins, Co, On File, Bldg Dept.
Atect/EnencerHarper Partners, Inc.
Bonding Company not applicable Address not Applicable
Mortgagor not applicable Address not applicable
Permit Type (circle onne)):: BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTiO Iin feet of 8° P'4C sanitary sewer ' re MO%/c e we,.0 it K O
Ft, not applicable
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR
PAYING TWICE FORJMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO mum FINANCING, CONSULT WITH YOUR LENDER
OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain apem itto do work and installation as indicated above, end on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards ofaf laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: • I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Furthermore, I authorize the above named contractor to do work stated.
—24-0
Mr. (tl"ke)V1)1UL--- Mr. F ddy Ulloa, Assoc. VP, Facilities Mgmt. Date
as to
My Canon Expues:
.v1.,,� Denise E Rusinque
* u =) *My Commission CC847188
6, Expires June 18.2003
FEES: PERMIT '\/ RADON
7/2-7
APPROVER
Mechanical
C.C.F.
Historically Designated: Yes No xxx
Master Permit # 9 � g
Address Minorca Ave., Coral Gables, FL 33134
SS# phone (305) 445 - 0819
Address 201 Alhambra Circle, Coral Gables, FL 33134
Estimated Cost (value) $ 9,500.00
Mr. Donald L. Crissey, Pres
My Commission Expo
es, r o��, ., poise E Rusinque
Commission CC847188
%o n 44FdipifesJune18,21303
BOND 30e7-- 5 --�
TOTAL DUE . 5r?
NOTARY - ®
NOTICE OF COMMENCEMENT
PERMIT NO. 1 7 4 9S& TAX FOLIO NO. 11 - 2136 000
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information,is provided in this Notice of Commencement.
1. Legal description of property and street address: 11300 NE 2nd AVE. MIAMI SHORES. FL 33161
361 57 41 41) AC SW1 /4 OF NE1 /4 1 FSS F35FT Rt 1 FSS W4OFT
2. Description of improvement: RELQCATION OF SANITARY SEWER LINE
3. Owner(s) name and address:
Interest In property: FEE SIMPLE
Name and address of fee simple titleholder: BARRY I INTVFRSTTY, TN(' 1 vino NF 7ND AVF. MIAMI SHORES, FL
4. Contractors name end address: BEAUCHAMP CONSTRUCTION CO., INC.
747 MINORCA AVF, CORAI (AILFS, Fl 33134
5. Surety:(Payment bond required by owner from contractor, if any)
Name and address: NOT APPLICABLE
Amount of bond $ NOT APPLICABLE
6. Lender's name and address: NOT APPLICABLE
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes.
Name and address: MR. FREDDY ULLOA, 11300 NE 2ND AVE MIAMI SHORES, FL
8. In addition to himself, Owner designates the following person(s) to receive a copy of the Leanne Notice as provided in
Section 713.13(1)(b), Florida Statutes.
Name and address: NOT APPLICABLE
9. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a
different date is specified) ONE YEAR FROM RECORDING DATE
Rd- ULLOA
Sim of Owner
Print Owners Name CO RAN/ AAAfri.e ijfl _
Swom to and subscribed before me this& 5t �/ll day of ly .0-
Notary Public A I
Print Notary's Name 0 let ) r e J f i k'ed D <Milk
My Commission Expires: /440.j 342003
j ACEVEDO SOTO
y MY COMMISSION # CC 841281
i tor tot EXPIRES: May 31, 2003
148003N0TARY Fla Natal Service & Banding Co.
STATE OF FLORIDA, COUNTY OF DADE
a HEREBY CERTIFY that this is a true 0 py Of the
on hied in this office on day of
, A D 20 1
- WITNESS th hand and Official Seal.
. HARVEY VIN, CLER
By
Circuit and County CowlS
D.C.
•
018403972 2001 JUL 31 13:40
II ►• _ a_u .•;
Prepared by: MR. CHRIS TUCKER
BEAUCHAMP CONST. CO.. INC.
Address: 247 MINORCA AVF
CORAL GABLES FL 33 t 34