PA9901-LR000822 CONCRETE COMPRESSIVE STRENGTH TEL _.' Fir
ENGINEERING, INC.
a division of lferracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
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Report Date
Date of Service: 07/24/2000 Report No.: 0019172 08/22/2000
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: 07/24/2000 BATCH TIME: 10:29am
PLANT: 27 TIME SAMPLED: 11:OOam BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 89 F
SLUMP: 5.0" Max TRUCK NO: 1015 TICKET NO: 675013
AIR: 3 -5% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving -Fire lane and parking for pump house first pour
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 5' S of N joint & 10' E of W joint
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 6.25 07/31/2000 7 71540 2530
1 2 6.25 07/31/2000 7 62550 2210
Average 2370
1 3 6.25 08/21/2000 28 101950 3610
1 4 6.25 08/21/2000 28 101770 3600
Average 3610
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.
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CONCRETE COMPRE,SIVE STRENGTH TE l ' HE
ENGINEERING, INC.
a division of lkerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/24/2000 Report No.: 0019172 Report Date
08/22/2000
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: 07/24/2000 BATCH TIME: 12:16pm
PLANT: 27 TIME SAMPLED: 1:OOpm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 82 F CONCRETE: 90 F
SLUMP: 5.0" Max TRUCK NO: 1020 TICKET NO: 675026
AIR: 3 -5% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172
See page 1
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 25' W of E joint & 60' S of N joint
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 5.25 07/31/2000 7 85420 3020
2 2 5.25 07/31/2000 7 82880 2930
Average 2980
2 3 5.25 08/21/2000 28 99110 3500
2 4 5.25 08/21/2000 28 99820 3530
Average 3520
Technician: Greg Dimock Started: 7:OOam Finished: 2:OOpm
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 NBC Engineering, Inc.
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