PA9901-LR000504 CONCRETE COMPRE; IVE STRENGTH TEST H3L:
ENGINEERING, INC.
a division of lfefracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/2000 Report No.: 0010683
Report Date
05/04/2000
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 1.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/20/2000 BATCH TIME: 12:12pm
PLANT: 27 TIME SAMPLED: 12:4Opm BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3500 psi V 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 77 F
SLUMP: 4 -5" TRUCK NO: 836 TICKET NO: 506266
AIR: 3 -6% AIR CONTENT ( %): 3.9 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Paving- 120' east. 20' south of northeast comer of the southside
ASTM C -172 baseball field
ASTM C -39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUMULATIVE YARDS: 30
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.00 04/27/2000 7 104480 3690
1 2 5.00 04/27/2000 7 106570 3770
Average 3730
1 3 5.00 05/18/2000 28
1 4 5.00 05/18/2000 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.
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CONCRETE COMPRE` 'IVE STRENGTH TEST 1
ENGINEERING, INC.
a division of 1Ferracon
8901 Carpenter Frwy., Suite 11100
Dallas, Texas 75247
Report Date
Date of Service: 04/21/2000 Report No.: 0010683 05/04/2000
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: 04/20/2000 BATCH TIME: 12:48pm
PLANT: 27 TIME SAMPLED: 1:4Opm BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 82 F CONCRETE: 79 F
SLUMP: 4-.5" TRUCK NO: 924 TICKET NO: 506274
AIR: 3 -6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving 135' east of northeast corner of southside baseball field
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUMULATIVE YARDS: 80
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.00 04/27/2000 7 124270 4390
2 2 4.00 04/27/2000 7 119640 4230
Average 4310
2 3 4.00 05/18/2000 28
2 4 4.00 05/18/2000 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.
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CONCRETE COMPRE": WE STRENGTH TEST
iiii....:
ENGINEERING, INC.
a division of 1ierracon
8901 Carpenter Frwy., Suite 11100
Dallas, Texas 75247
Date of Service: 04/21/2000 Report No.: 0010683 Report Date
05/04/2000
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: 04/20/2000 BATCH TIME: 2:O3pm
PLANT: 27 TIME SAMPLED: 3:1 Spm BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3500 psi C@ 28 Days TEMPERATURE (F) - AIR F CONCRETE: F
SLUMP: 4 -5" TRUCK NO: 653 TICKET NO: 506280
AIR: 3 -6% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving- 45' E, 15' of northeast corner of the southside baseball field
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUMULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
3 1 4.75 04/27/2000 7 108800 3850
3 2 4.75 04/27/2000 7 103770 3670
Average 3760
3 3 4.75 05/18/2000 28
3 4 4.75 05/18/2000 28
Technician: Terry L. Smith Started: 10:OOam Finished: 6:00 pm
Report Distribution: p g , InC djap (1) Hisaw & Associates
(1) City ofCoppell - EngineeringDept. 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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