PA9901-LR001026 CONCRETE COMPRESSIVE STRENGTH TES's FIE
ENGINEERING, INC.
a division of llerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/20/2000 Report No.: 0024673 Report Date
10/26/2000
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: 09/20/2000 BATCH TIME: N/A
PLANT: 27 TIME SAMPLED: 10:35am BY: Albert Garcia
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 88 F CONCRETE: 85 F
SLUMP: 3 -5 TRUCK NO: 648 TICKET NO: 687494
AIR: 3 -6% AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C-172 Paving -See attached sketch
ASTM C -39
NOTE: REVISED specification requirements for strength from 3500 psi to
SAMPLE LOCATION: See attached sketch 3000 psi on 10/26/00.
REPORT OF TESTS ACCUMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.50 09/27/2000 7 78150 2760
1 2 5.50 09/27/2000 7 75310 2660
Average 2710
1 3 5.50 10/18/2000 28 101220 3580
1 4 5.50 10/18/2000 28 101770 3600
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.
0188 Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TES
ENGINEERING, INC.
a division of 'l l thacon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/20/2000 Report No.: 0024673 Report Date
10/26/2000
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 Coppell, 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: 09/20/2000 BATCH TIME: 1:3Opm
PLANT: 27 TIME SAMPLED: 2:OOpm BY: Albert Garcia
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 88 F CONCRETE: 87 F
SLUMP: 3-5" TRUCK NO: 103 TICKET NO: 663994
AIR: 3 -6% AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 See page 1.
ASTM C -39 NOTE: REVISED specification requirements for strength from 3500 psi to
3000 psi on 10/26/00.
SAMPLE LOCATION: See attached sketch
REPORT OF TESTS ACCUMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/27/2000 7 56150 1990
2 2 6.00 09/27/2000 7 62900 2220
Average 2110
2 3 6.00 10/18/2000 28 91080 3220
2 4 6.00 10/18/2000 28 90810 3210
Average 3220
Technician: Albert Garcia Started: 9:30am Finished: 3:OOpm
„4 , 1 1/V
Report Distribution: nglneering, Inc.
(I) 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.
01SS Page 2 of 2
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