Northlake 635(2)-LR 970609Maxi
TECHNOLOGIES INC
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300 PAGE i OF 2
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 0903
REPORT NO.: 1165~.
COPPELL BUSINESS CENTER DATE OF SERVICE:
WRANGLER DR AND BELTLINE RD AUTHORIZATION: C
COPPELL TX REPORT DATE: 6/C
Test compressive strength specimens prepared in conjunctJ
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION 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
CYLINDER
MARKED
SET NO.
I 1
1 2
i 3
1 4
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 5 / ]
TIME SAMPLED: 11= 187d4
TEMPERATURE (DegF) - AIR: 6
TRUCK NO: 136
MEASURED SLUMP (in.): 5.:
AIR CONTENT(%): 1.5
LOCATION OF PLACEMENT:
Panel #29, 10' from
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE
TESTED (days}
5/19/97 7
5/19/97 7
6/09/97 28
6/09/97 28
DIAMETER AREA LOAD STRENGTH
{in.) (sq.in.) (Iba. force) (osi)
6.00 28.27 94050 3330
6.00 28.27 94540 3340
6.00 28.27 112300 3970
6.00 28.27 110410 3900
FF
CC
CC
CC
CC
Technician: David King
Technician
Report Of Tests Continued On Page 2
rn Tach. * Southwestern Labs
F5 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
05034
/12/97
arlie
9/97
on with concrete
2/97
BY: David King
2 CONCRETE: 70
TICKET NO: 376505
5
UNIT WEIGHT(pof}: N/A
bottom
ACTURE TYPE REMARKS
NE & SPLIT
NE
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/12/97
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: ASTM C-172
MOLDING & CURING: ASTM
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9337
DATE OF PLACEMENT: 5 / 1
TIME SAMPLED: 01: OOPM
TEMPERATURE (DegF) - AIR: 6
TRUCK NO: 120
MEASURED SLUMP (in.): 4.
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Panel #10, 2' from
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in.) (sq.in.) (lbs. force) (psi} F
2 1 5/19/97 7 6.00 28.27 81810 2890 CC
2 2 5/19/97 7 6.00 28.27 90190 3190 CC
2 3 6/09/97 28 6.00 28.27 118110 4180 CC
2 4 6/09/97 28 6.00 28.27 123750 4380 CC
Technician: David King
Technician
Report Distribution:
(1! Lincoln Prope'ty Co. IVI~,AIIVlIIAVIiJI
ll) BUTLER CONSTRUCTION INCORP.
ll) 8ROCKE~F-DAVIS-DRA~E, INC.
ll) THE CITY OF COPt=ELL
I1) THE CITY OF: COPPELL
(1] O'BRIEN ~SOCIATE$ INC
fu~l without the a~proYM of the teatir~ laboratory. The uee of ou~ n~ne muat ~-m~eu~ writte~ M~wovM. Ou~ lei
1001 LW ~MY
REPORT NO. 116592
PAGE 2 OF 2
SET NO. 2
2/97
BY: David King
5 CONCRETE: 70
TICKET NO: 376516
5
UNIT WEIGHT(pcfl: N/A
Dp
ACTURE TYPE REMARKS
NE
NE
NE & SHEAR
NE
~ ~- BS
~r~lien, B.S. Ch.E.
)ject Manager
~ ex~ in
~erl end repon~
mile' ~edueta.