PA9901-LR000921 CONCRETE COMPRt ,SIVE STRENGTH TES i Plr
ENGINEERING, INC.
a division of l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/12/2000 Report No.: 0023815 Report Date
09/21/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116 Co ell, Texas
Carrollton TX 75006 pp
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 09/12/2000 BATCH TIME: 1 1:27am
PLANT: 27 TIME SAMPLED: 11:45am BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 94 F
SLUMP: 4.0" Max TRUCK NO: 924 TICKET NO: 687182
AIR: 3 -5 %p AIR CONTENT ( %): 3.4 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Flat work- sidewalk & pad area around concession building (See attached sketch)
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 10' S of Bldg.
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.50 09/19/2000 7 82320 2910
1 2 4.50 09/19/2000 7 84810 3000
Average 2960
1 3 4.50 10/10/2000 28
1 4 4.50 10/10/2000 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
OILL Page 1 of 2
CONCRETE COMPRt SIVE STRENGTH TES
ENGINEERING, INC.
a division of 1Cerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/12/2000 Report No.: 0023815 Report Date
09/21/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellway Dr., Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 09/12/2000 BATCH TIME: 12:4Opm
PLANT: 27 TIME SAMPLED: 1:2Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 89 F CONCRETE: 94 F
SLUMP: 4.0" Max TRUCK NO: 1020 TICKET NO: 687189
AIR: 3 -5% AIR CONTENT ( %): 4.1 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172
See page 1
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 15' N of bldg.
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.00 09/19/2000 7 92170 3260
2 2 5.00 09/19/2000 7 91090 3220
Average 3240
2 3 5.00 10/10/2000 28
2 4 5.00 10/10/2000 28
Technician: Greg Dimock Started: 10:30am Finished: 3:30pm r ip .
Report Distribution: ngineering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric J. Cleveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
01LL Page 2 of 2
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