PA9901-LR000616 CONCRETE COMPRESL IVE STRENGTH TES i FPC
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
06/16/2000
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:
Pump House Road
ASTM C -172
ASTM C -39
SAMPLE LOCATION: Sta. 6 +53.19
REPORT OF TESTS ACCUMULATIVE YARDS: 1O
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 127580 4510
1 4 2.00 06/15/2000 28 119010 4210
Average 4360
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.
01LL Page 1 of 3
CONCRETE COMPRE,,,AVE STRENGTH TES 1L lir
ENGINEERING, INC.
a division of lferracnn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/18/2000 Report No.: 0013174 Report Date
06/16/2000
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 LD.: 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:
See page 1
ASTM C -172
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) (Ibs. 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 125240 4430
2 4 2.00 06/15/2000 28 121560 4300
Average 4370
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.
O1LL Page 2 of 3
CONCRETE COMPRES,,IVE STRENGTH TES1 lir
ENGINEERING, INC.
a division of lrerracnn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/18/2000 Report No.: 0013174 Report Date
06/16/2000
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.: 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:
See page 1
ASTM C -172
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 117890 4170
3 4 4.00 06/15/2000 28 113360 4010
Average 4090
Technician: Steve Campbell Started: 7:OOam Finished: 1:OOpm -C
Report Distribution: '' i neering, 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.
O1LL Page 3 of 3