Northlake 635(2)-LR 970404 (4)TECHNOLOGIES INC
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REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300 PAGE 1 OF 3
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 0902
REPORT NO.: 1134.
PROJECT: COPPELL BUSINESS CENTER DATE OF SERVICE:
WRANGLER DR. & BELTLINE RD. AUTHORIZATION:
COPPELL, TX REPORT DATE: 4/
SERVICES: Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: ,3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C!064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED
SET NO.
1
2
3
PROJECT DATA
MIX DESIGN NUMBER: 933'
DATE OF PLACEMEN'i': 3/~
TIME SAMPLED: 04: 20RM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 771
MEASURED SLUMP {in.): 6.
AIR CONTENT(%): 1.5
LOCATION OF PLACEMENT:
Panels (50-53), Pan~
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
DATE AGE
TESTED {days)
3/14/97 7
4/04/97 28
4/04/97 28
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH
(in.) {sq,in.) (lbs. force) (psl) F
6.00 28.27 77480 2740
6.00 28.27 140740 4980 C~
6.00 28.27 138260 4890 C~
1 4 HOLD
Technician: Daniel Hernandez
Technician
Report Of Tests Continued On Page 2
im Tech., Southwestern Labs
7s Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-27OO
FAX: (214) 920-1891
605034
t5
/07/97
4/97
ion with concrete
)?/97
BY: Daniel Hernandez
~2 CONCRETE: 47
TICKET NO: 342776
)0
~ls (46-49)
~ACTURE TYPE REMARKS
)NE
)NE
full ,~thout the 8oDrovel of the *,estlng TaDoretory. The use :f ~ur name must receive our ~wrlttem m~oroval. Our e [~erm a~ reports
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/07/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING:
MOLDING & CURING:
SLUMP:
TEMPERATURE:
AIR CONTENT:
UNIT WEIGHT:
CAPPING/PADS:
TESTING:
ASTM C-172
ASTM C31
ASTM C143
ASTM C1064
ASTM C173
N/A
ASTM C617
ASTM C39 REPORT OF TESTS
CONCRETE COMPRESSIVESTRENGTH-6 X 12 CYLINDERS
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
PROJECT DATA
MIX DESIGN NUMBER: 933
DATE OF PLACEMENT: 3/
TIME SAMPLED: O~: 15AM
TEMPERATURE (DegE) - AIR:
TRUCK NO: 100
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 1- 5
LOCATION OF PLACEMENT:
Panels (58-70)i Pane
MAXIMUM COMPRiESSIVE
DIAMETER AREA LOAD STRENGTH
(in,) (sq.in.} (lbs. force) (psi) F
2 1 3/14/97 7
2 2 4/04/97 28
2 3 4/04/97 28
6.00 28.27 107120 3790
6.00 28.27 136110 4810
6.00 28.27 135900 4810 C¢
2 4 HOLD
ADDITIONAL COMMENTS:
Ten (10) gallons of water added
Technician: Daniel Hernandez
Technician
Report Of Tests Continued On Page 3
REPORT NO. 113445
PAGE 2 OF 3
SET NO. 2
?
)7/97
BY: Daniel Hernandez
iO CONCRETE: 48
TICKET NO: 342781
5O
(58-60)
ACTURE TYPE REMARKS
)NE
)NE
without t~ a~provm of t~ tes(i~ laboratory. The use of =ur marne m~t receive our written ao0revel. Our !a ters a~ reports
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/07/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
S PECIFICATI'ON REQUIREMENTS
STRENGTH: 3000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
DAYS
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
MIX DESIGN NUMBER: 933
DATE OF PLACEMENT: 3/
TIME SAMPLED: 06: 26A~
TEMPERATURE (DegF) - AIR:
TRUCK NO: 396
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 3_. 0
LOCATION OF PLACEMENT:
Panels (1),
Panels (34-36).
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER
MARKED DATE AGE
SET NO. TESTED (days)
3 1 3/14/97 7
3 2 4/04/97 28
3 3 4/04/97 28
3 4 HOLD
ADDITIONALCOMMENTS:
Ten (10) gallons
Technician: Daniel Hernandez
Technician
Report Distribution:
(1) Lincoln Prot3erty Co.
(1} BUTLER CONSTRUCTION INCORP.
(I) BROCKETT-DAVIS-DRAKE, INC.
(1) THE CITY OF COPPELL
ll) THE CITY OF COPPELL
(1) O'BRIEN ASSOCIATES, iNC.
[I) A.E.C.C.
1001
DIAMETER AREA
(in.) {sq.in.)
6.00 28.27
6.00 28.27
6.00 28.27
MAXIMUM COMPRESSIVE
LOAD STRENGTH
{lbs. force) {p~i)
79210 2800
144930 5130
142460 5040
of water added
Our ~etters amd reoorts afc tot the exclusive use of the ciien! to ~,mom they are a~3dresseO cna snail net be reorod~
7
07/97
50
00
REPORT NO. 113445
PAGE 3 OF 3
SET NO. 3
BY: Daniel Hernandez
CONCRETE: 51
TICKET NO: 342791
(14-15), Panels (24-25)
~RACTURETYPE
CONE
CONE
REMARKS
a Bracken, B.S.
reject Manager
:ced except in
~tters and reoorts
Ch. E.