PA9901-LR000522 CONCRETE COMPRE,,SIVE STRENGTH TES
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
05/22/2000
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: 7:4Sam BY: Shane Spinks
SPECIFIChTION 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 (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving southside of parking lot
ASTM C -172
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 115610 4090
1 4 5.00 05/18/2000 28 116180 4110
Average 4100
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 COMPRELI IVE STRENGTH TES ... I-PC
ENGINEERING, INC.
a division of 1l rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/22/2000
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: 8:1Sam
PLANT: 27 TIME SAMPLED: 8:SOam 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:
See page 1
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTIL 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 126030 4460
2 4 5.25 05/18/2000 28 120930 4280
Average 4370
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 COMPRE,,LIVE STRENGTH TES
ENGINEERING, INC.
a division of lrerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/22/2000
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 lam
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:
ASTM C -172 South firelane
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 139030 4920
3 4 4.75 05/18/2000 28 141330 5000
Average 4960
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 3 of 6
CONCRETE COMPRELJ IVE STRENGTH TES,, HE
ENGINEERING, INC.
a division of lrerracorl
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/20/2000 Report No.: 0010578 Report Date
05/22/2000
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: 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:
ASTM C -172 South firelane
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 136570 4830
4 4 5.28 05/18/2000 28 140210 4960
Average 4900
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 _ fir
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
05/22/2000
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:
South firelane
ASTM C -172
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 119710 4230
5 4 5.00 05/18/2000 28 119290 4220
Average 4230
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
ENGINEERING, INC.
a division of 1
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 04/20/2000 Report No.: 0010578 05/22/2000
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: 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: 514005
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 101710 3600
6 4 5.25 05/18/2000 28 102050 3610
Average 3610
Technician: Shane Spinks Started: 6:OOam Finished: 4:OOpm 01 V
Report Distribution: /777 ; ' : Ineering, 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.
01LL Page 6 of 6
CONCRETE COMPRE, . SIVE STRENGTH TES_ HE
ENGINEERING, INC.
a division of 1! rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/19/2000 Report No.: 0010439 Report Date
05/22/2000
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.: 9333
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/19/2000 BATCH TIME: 11:5Oam
PLANT: 22 TIME SAMPLED: 12:2Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 77 F CONCRETE: 84 F
SLUMP: 5.0" Max TRUCK NO: 653 TICKET NO: 531018
AIR: 3 -6% AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C-172 South firelane and parking
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 12' E of W joint & 20' 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 5.00 04/26/2000 7 88430 3130
1 2 5.00 04/26/2000 7 84810 3000
Average 3070
1 3 5.00 05/17/2000 28 113650 4020
1 4 5.00 05/17/2000 28 116180 4110
Average 4070
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 2
CONCRETE COMPRP_SIVE STRENGTH TES ___ HE
ENGINEERING, INC.
a division of lferracan
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/19/2000 Report No.: 0010439 Report Date
05/22/2000
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.: 9333
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/19/2000 BATCH TIME: 3:46pm
PLANT: 22 TIME SAMPLED: 4:3Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 73 F CONCRETE: 82 F
SLUMP: 5.0" Max TRUCK NO: 653 TICKET NO: 534040
AIR: 3 -6% AIR CONTENT ( %): 4.5 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: 75' E of W joint & 5' S of N 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
2 1 4.25 04/26/2000 7 125880 4450
2 2 4.25 04/26/2000 7 131350 4650
Average 4550
2 3 4.25 05/17/2000 28 151020 5340
2 4 4.25 05/17/2000 28 159730 5650
Average 5500
Technician: Greg Dimock Started: 10:30am Finished: 5:30pm e
Report Distribution: lineering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. ',Eri- J. Cleveland, P.E.
S- or 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 2 of 2