Northlake 635(3)-LR 980218CONCRETE COMPR SIVE STRENGTH TE ;
Date of Service: 02/09/1998 Report No.: 9804555
Client No.~ Project No.: 43-2452
Cli~[: ~nPro, pe~rt~y. Co, mpaay~ Project: Coppell
~ ~~~oon Belt Lin~
Coppell,
Se~ices~les of fresh concrete at the placement locations, perfo~ requir
compressive stren~h samples.** ,
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
4-6"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMEnt DATE: 02/09/1998
TIME SAMPLED: 2:50 pm By: E
WEATHER CONDITIONS: Warm, c
TEMPERATURE (F) - AIR 60 F C
TRUCK NO: 760 TIC~
AIR CONTENT (%): N/A UN;
PLACEMENT LOCATION:
Piers
SAMPLE LOCATION: F/2
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 5.00 02/16/1998
1 2 5.00 02/16/1998
1 3 5.00 03/09/1998
1 4 5.00 03/09/1998
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs, force)
7 107170
7 10808O
Average
28
28
AC
Technician time on report 9804554.
Technician: Del Ratliff
Report Distribution:
(1) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(1) AECC, Inc.
Started: .... Finished:
(1) City of Coppell/Bldg. Insp.
(I) City of Coppell/Constr. lnsp.
.97
4747 Irving Blvd., Suite #206
Dallas, Texas 75247
Report Date
02/18/1998
Business Center II
~' Rd. & Lakeshore Dr.
Texas
field test and cast
BATCH TIME: 2:15 pm
,el Ratliff
lear, windy
3NCRETE: 68 F
TNO: 637039
T WEIGHT (pcf): N/A
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3790
3820
3810
Inc.
10
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
~ugene Harbour
Vice President
tten approval of HBC Engineering, Inc.
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