PA9901-LR000603 CONCRETE COMPRES' - VE STRENGTH TEST fli,
ENGINEERING, INC.
a division of 1rerracan
8901 Carpenter Frwy., Suite #100
Dalks, Texas 75247
Report Date
Date of Service: 05/23/2000 Report No.: 0013666 06/03/2000
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.: 44
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 05/23/2000 BATCH TIME: 2:14pm
PLANT: 7 TIME SAMPLED: 3:OOpm BY: Joey Gordon
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi 28 Days TEMPERATURE (F) - AIR 96 F CONCRETE: 92 F
SLUMP: 3.0" Max TRUCK NO: 947 TICKET NO: 7087444
AIR: NIA AIR CONTENT ( %): N/A UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Inlets in parking lot
ASTM C -172
ASTM C -39
SAMPLE LOCATION: NW corner of parking lot inlet
REPORT OF TESTS ACCUMULATIVE YARDS: 8
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 3.00 05/30/2000 7 103560 3660
1 2 3.00 05/30/2000 7 102330 3620
Average 3640
1 3 3.00 06/20/2000 28
1 4 3.00 06/20/2000 28
Technician: Joey Gordon Started: 2 :00pm Finished: 4:OOpm -;
Report Distribution: ng Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. / c 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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C3NCRETE COMPRES IVE STRENGTH TEST
Hi:
ENGINEERING, INC.
a division of Werrac n
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 05/24/2000 Report No.: 0013725 06/03/2000
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: 05/24/2000 BATCH TIME: 1 1:OOam
PLANT: 27 TIME SAMPLED: 11 :4Oam BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 92 F CONCRETE: 92 F
SLUMP: 5.0" Max TRUCK NO: 653 TICKET NO: 508375
AIR: 3 -5% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Fire Lane- S entrance drive & approach & parking final pour
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 25' E of W joint & 10' N of S curb
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 5.25 05/31/2000 7 74160 2620
1 2 5.25 05/31/2000 7 80440 2840
Average 2730
1 3 5.25 06/21/2000 28
1 4 5.25 06/21/2000 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 COMPRES WE STRENGTH TEST 1
ENGINEERING, INC.
a division of Uerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/24/2000 Report No.: 0013725
Report Date
06/03/2000
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: 05/24/2000 BATCH TIME: 1:O9pm
PLANT: 27 TIME SAMPLED: 1:45pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 90 F
SLUMP: 5.0" Max TRUCK NO: 745 TICKET NO: 508395
AIR: 3 -5% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 See page 1
ASTM C -39
SAMPLE LOCATION: 10' E of W curb & 50' N of S 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 5.00 05/31/2000 7 90210 3190
2 2 5.00 05/31/2000 7 88460 3130
Average 3160
2 3 5.00 06/21/2000 28
2 4 5.00 06/21/2000 28
I
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 RFC Engineering, Inc.
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CONCRETE COMPRES IVE STRENGTH TEST
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 05/24/2000 Report No.: 0013725 06/03/2000
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: 05/24/2000 BATCH TIME: 2:03pm
PLANT: 27 TIME SAMPLED: 2:4Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi ,C 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 92 F
SLUMP: 5.0" Max TRUCK NO: 44 • TICKET NO: 508404
AIR: 3 -5% AIR CONTENT ( %): 3.8 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page I
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
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
3 1 5.75 05/31/2000 7 67320 2380
3 2 5.75 05/31/2000 7 74890 2650
Average 2520
3 3 5.75 06/21/2000 28
3 4 5.75 06/21/2000 28
Sample location: 2' S of N curb & 20' W of street in S entry drive- N lane
Technician: Greg Dimock Started: 10:O0am Finished: 5:OOpm
Report Distribution:
• • • ring, 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.
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