PA9901-LR000620 CONCRETE COMPREL, IVE STRENGTH TES l j�
ENGINEERING, INC.
a division of l fe rracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 05/22/2000 Report No.: 0013519 06/20/2000
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: 05/22/2000 BATCH TIME: 2:34pm
PLANT: 7 TIME SAMPLED: 3:10pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 89 F
SLUMP: 5.0" Max TRUCK NO: 958 TICKET NO: 7087372
AIR: 3 -5 %p AIR CONTENT ( %): 3.6 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Inlets at S firelane one (1) at E end & one (1) at W end
ASTM C -172
ASTM C -39 Sampled from truck.
Technician Time: See Report #0013511
SAMPLE LOCATION: Inlet at E end
REPORT OF TESTS ACCUMULATIVE YARDS: 3
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 3.25 05/29/2000 7 88200 3120
1 2 3.25 05/29/2000 7 84810 3000
Average 3060
1 3 3.25 06/19/2000 28 119580 4230
1 4 3.25 06/19/2000 28 114720 4060
Average 4150
Technician: Greg Dimock Started: Finished: / r ng Inc.
Report Distribution:
(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.
01LL Page 1 of 1
CONCRETE COMPRE,SIVE STRENGTH TES. Eil_
ENGINEERING, INC.
a division of-Wei-aeon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247 _
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
06/20/2000
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: 05/22/2000 BATCH TIME: 11:34am
PLANT: 29 TIME SAMPLED: 12:OOpm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 89 F
SLUMP: 5.0" Max TRUCK NO: 80 TICKET NO: 535125
AIR: 3 -5% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving- S parking lot -pour #2
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 40' 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 05/29/2000 7 97790 3460
1 2 5.25 05/29/2000 7 100350 3550
Average 3510
1 3 5.25 06/19/2000 28 114520 4050
1 4 5.25 06/19/2000 28 117260 4150
Average 4100
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 NBC Engineering, Inc.
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CONCRETE COMPRE,JSIVE STRENGTH TES. I - 13C
ENGINEERING, INC.
a division of lFerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
06/20/2000
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: 05/22/2000 BATCH TIME: 12:47pm
PLANT: 29 TIME SAMPLED: 1:15pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 90 F CONCRETE: 90 F
SLUMP: 5.0" Max TRUCK NO: 80 TICKET NO: 535132
AIR: 3 -5% AIR CONTENT ( %): 4.3 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 80' E of W joint & 5' 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) (Ibs. force) (psi) TYPE
2 1 5.00 05/29/2000 7 79130 2800
2 2 5.00 05/29/2000 7 84810 3000
Average 2900
2 3 5.00 06/19/2000 28 96120 3400
2 4 5.00 06/19/2000 28 98030 3470
Average 3440
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 2 of 4
CONCRETE COMPRE.,SIVE STRENGTH TES
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
06/20/2000
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 1.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 05/22/2000 BATCH TIME: 2:45pm
PLANT: 29 TIME SAMPLED: 3:3Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 92 F CONCRETE: 89 F
SLUMP: 5.0" Max TRUCK NO: 1824 TICKET NO: 567968
AIR: 3 -5% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 See page 1
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 130' E of W joint & 3' 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
3 1 5.50 05/29/2000 7 95860 3390
3 2 5.50 05/29/2000 7 97240 3440
Average 3420
3 3 5.50 06/19/2000 28 114820 4060
3 4 5.50 06/19/2000 28 111670 3950
Average 4010
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 4
CONCRETE COMPRE,_3IVE STRENGTH TES, lir
ENGINEERING, INC.
a division of 1
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
06/20/2000
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: 05/22/2000 BATCH TIME: 4:OOpm
PLANT: 29 TIME SAMPLED: 4:3Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATIIER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 96 F CONCRETE: 91 F
SLUMP: 5.0" Max TRUCK NO: 648 TICKET NO: 535144
AIR: 3 -5% AIR CONTENT ( %): 4.7 UNIT WEIGIIT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 50' W of E joint & 5' N of S curb
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 4.75 05/29/2000 7 80150 2830
4 2 4.75 05/29/2000 7 83670 2960
Average 2900
4 3 4.75 06/19/2000 28 92320 3260
4 4 4.75 06/19/2000 28 102770 3630
Average 3450
r
Technician: Greg Dimock Started: Finished: it
Report Distribution: Engineering, Inc.
.."1
(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.
OILL Page 4 of 4