PA9901-LR000530 CONCRETE COMPREoSIVE STRENGTH TES 1 �3C
ENGINEERING, INC.
a division of lFerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/18/2000 Report No.: 0013174 Report Date
05/30/2000
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.: 38
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 05/18/2000 BATCH TIME: 8:29am
PLANT: 7 TIME SAMPLED: 9:3Oam BY: Steve Campbell
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 77 F CONCRETE: 82 F
SLUMP: 5.0" Max TRUCK NO: 755 TICKET NO: 7087231
AIR: 3 -6% AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 Pump House Road
ASTM C -39
SAMPLE LOCATION: Sta. 6 +53.19
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 2.00 05/25/2000 7 90010 3180
1 2 2.00 05/25/2000 7 84810 3000
Average 3090
1 3 2.00 06/15/2000 28
1 4 2.00 06/15/2000 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 COMPREsSIVE STRENGTH TES's Fl
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/18/2000 Report No.: 0013174 Report Date
05/30/2000
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.: 38
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 05/18/2000 BATCH TIME: 9:45am
PLANT: 7 TIME SAMPLED: 10:3Oam BY: Steve Campbell
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 77 F CONCRETE: 83 F
SLUMP: 5.0" Max TRUCK NO: 1 103 TICKET NO: 7087243
AIR: 3 -6% AIR CONTENT ( %): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 seepage 1
ASTM C -39
SAMPLE LOCATION: Sta. 3 +33.98
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 2.00 05/25/2000 7 93930 3320
2 2 2.00 05/25/2000 7 97530 3450
Average 3390
2 3 2.00 06/15/2000 28
2 4 2.00 06/15/2000 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 COMPRE6SIVE STRENGTH TES'k
ENGINEERING, INC.
a division of l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/18/2000 Report No.: 0013174 Report Date
05/30/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Keliway 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.: 38
CONCRETE SUPPLIER: Lattimore PLACEMENT DATE: 05/18/2000 BATCH TIME: 10:49am
PLANT: 7 TIME SAMPLED: 11:45am BY: Steve Campbell
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 83 F CONCRETE: 85 F
SLUMP: 5.0" Max TRUCK NO: 938 TICKET NO: 7087257
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
SAMPLE LOCATION: Sta. 1 +57.18
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 4.00 05/25/2000 7 96220 3400
3 2 4.00 05/25/2000 7 92160 3260
Average 3330
3 3 4.00 06/15/2000 28
3 4 4.00 06/15/2000 28
i
Technician: Steve Campbell Started: 7:OOam Finished: 1: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 HBC Engineering, Inc.
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CONCRETE COMPRE6SIVE STRENGTH TES x }
ENGINEERING, INC.
a division of lrerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/18/2000 Report No.: 0013221 Report Date
05/30/2000
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: 05/18/2000 BATCH TIME: 1 1:45am
PLANT: 29 TIME SAMPLED: 12:15pm BY: Steve Campbell
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 84 F
SLUMP: 5.0" Max TRUCK NO: 80 TICKET NO: 535079
AIR: 3 -5% AIR CONTENT ( %): N/A UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 Sidewalks
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
1 1 7.00 05/25/2000 7 70300 2490
1 2 7.00 05/25/2000 7 69260 2450
Average 2470
1 3 7.00 06/15/2000 28
1 4 7.00 06/15/2000 28
Sample location: Ref point 53 between baseball fields 1 & 2
Technician: Steve Campbell Started: 1:OOpm Finished: 3:00pm 4 p
Report Distribution: Engineering, 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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