PA9901-LR000503 CONCRETE COMPRE6SIVE STRENGTH TES' Ja - FPC
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
■
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/03/2000
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: 04/20/2000 BATCH TIME: 7:OOam
PLANT: 27 TIME SAMPLED: 7:45am BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, windy, mild
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 64 F CONCRETE: 68 F
SLUMP: 3 -5" TRUCK NO: 653 TICKET NO: 506112
AIR: 3 -5% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C-172 Paving southside of parking lot
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 50
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 89520 3170
1 2 5.00 04/27/2000 7 84820 3000
Average 3090
1 3 5.00 05/18/2000 28
1 4 5.00 05/18/2000 28
Sample location: 12' North x 280' east of southwest corner of parking lot
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,SIVE STRENGTH TES ,.. FPC
ENGINEERING, INC.
a division of 1I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/03/2000
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 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.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/20/2000 BATCH TIME: 8:1Sam
PLANT: 27 TIME SAMPLED: 8:50am BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 66 F CONCRETE: 70 F
SLUMP: 3 -5" TRUCK NO: 653 TICKET NO: 506123
AIR: 3 -5% AIR CONTENT ( %): 3.8 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172
See page 1
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.25 04/27/2000 7 85240 3010
2 2 5.25 04/27/2000 7 87140 3080
Average 3050
2 3 5.25 05/18/2000 28
2 4 5.25 05/18/2000 28
Sample location: 15' N x 350' E of SW corner of parking lot
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' lir
ENGINEERING, INC.
a division of 1kerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/03/2000
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: 04/20/2000 BATCH TIME: 9:3 1 am
PLANT: 27 TIME SAMPLED: 10:25am BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 67 F CONCRETE: 71 F
SLUMP: 3 -5" TRUCK NO: 710 TICKET NO: 506133
AIR: 3 -5% AIR CONTENT ( %): 4.1 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
South firelane
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 20' N x 320' E of SW corner
REPORT OF TESTS ACCUMULATIVE YARDS: 200
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 4.75 04/27/2000 7 106900 3780
3 2 4.75 04/27/2000 7 106500 3770
Average 3780
3 3 4.75 05/18/2000 28
3 4 4.75 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 COMPREL,L IVE STRENGTH TES., FPC
ENGINEERING, INC.
a division of lFerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/03/2000
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 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.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/20/2000 BATCH TIME: 11:OSam
PLANT: 27 TIME SAMPLED: 12:2Opm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 72 F CONCRETE: 73 F
SLUMP: 3 -5" TRUCK NO: 879 TICKET NO: 506147
AIR: 3 -5% AIR CONTENT ( %): 3.8 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
South firelane
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 20' N x 380' E of SW corner -
REPORT OF TESTS ACCUMULATIVE YARDS: 290
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.25 04/27/2000 7 101220 3580
4 2 5.25 04/27/2000 7 100350 3550
Average 3570
4 3 5.25 05/18/2000 28
4 4 5.28 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 COMPREL.lIVE STRENGTH TES_ 1
ENGINEERING, INC.
a division of lFerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/03/2000
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 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.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/20/2000 BATCH TIME: 12:45pm
PLANT: 27 TIME SAMPLED: 2:OOpm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, mild
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 73 F
SLUMP: 3-5" TRUCK NO: 923 TICKET NO: 506160
AIR: 3 -5% AIR CONTENT ( %): 3.3 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 South firelane
ASTM C -39
SAMPLE LOCATION: 20' N x 440' E of SW corner
REPORT OF TESTS ACCUMULATIVE YARDS: 340
•
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 5.00 04/27/2000 7 91380 3230
5 2 5.00 04/27/2000 7 94130 3330
Average 3280
5 3 5.00 05/18/2000 28
5 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 COMPREL,AVE STRENGTH TES H3C Fir
ENGINEERING, INC.
a division of l(erracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/03/2000
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: 04/20/2000 BATCH TIME: 1:27pm
PLANT: 27 TIME SAMPLED: 2:SOpm BY: Shane Spinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 77 F CONCRETE: 75 F
SLUMP: 3-5" TRUCK NO: 1831 TICKET NO: 5 14005
AIR: 3 -5% AIR CONTENT ( %): 3.6 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 South firelane
ASTM C -39
SAMPLE LOCATION: 20' N x 500' E of SW corner
REPORT OF TESTS ACCUMULATIVE YARDS: 400
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 1 5.25 04/27/2000 7 78480 2780
6 2 5.25 04/27/2000 7 75320 2660
Average 2720
6 3 5.25 05/18/2000 28
6 4 5.25 05/18/2000 28
Technician: Shane Spinks Started: 6:OOam Finished: 4:OOpm
Report Distribution: ngineering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. .c J. Cleveland, P.E.
enior 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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