PA9901-LR001018 _ ONCRETE COMPRE .DIVE STRENGTH TES 1
ENGINEERING, INC.
a division of 1r@rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 09/15/2000 Report No.: 0024171 10/18/2000
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: 09/15/2000 BATCH TIME: 11 :OOa
PLANT: 29 TIME SAMPLED: 1 1 :45a BY: Chris Eubanks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 85 F
SLUMP: 3 -5" TRUCK NO: 1880 TICKET NO: 663874
AIR: 3 -7% AIR CONTENT ( %): 6.5 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Fence pole bases and entrance to dugout on Fields #1 and #2
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below for location
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 5.50 09/22/2000 7 71320 2520
1 2 5.50 09/22/2000 7 69920 2470
Average 2500
1 3 5.50 10/13/2000 28 103100 3650
1 4 5.50 10/13/2000 28 99860 3530
Average 3590
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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7tport No.: 0024171
Sample Location: Pole base and entrance to dugout on N side of Field #1
Technician: Chris Eubanks Started: 10:30a Finished: 2:OOp , { .
P 4,4. eer , Inc.
Report Distribu g
(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.
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