PA9901-LR000531 CONCRETE COMPRE,v 3IVE STRENGTH TES
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/22/2000 Report No.: 0013519 Report Date
05/31/2000
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: IOpm 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% 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) (lbs. 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
1 4 3.25 06/19/2000 28
Technician: Greg Dimock Started: Finished: v 4 / .
neering, Inc.
Report Distribution:
ngl
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Er 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 COMPREL,SIVE STRENGTH TES. 1
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
1
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
05/31/2000
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:
ASTM C-172 Paving- S parking lot -pour #2
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
1 4 5.25 06/19/2000 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 COMPRE,vlIVE STRENGTH TES_ FPC
ENGINEERING, INC.
a division of llerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
05/31/2000
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:
ASTM C -172 See page 1
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: S0' 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
2 4 5.00 06/19/2000 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.
OILL Page 2 of 4
CONCRETE COMPRE.SIVE STRENGTH TES .a. f PC
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
05/31/2000
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: 05/22/2000 BATCH TIME: 2:45pm
PLANT: 29 TIME SAMPLED: 3:30pm 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
3 4 5.50 06/19/2000 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.
01LL Page 3 of 4
CONCRETE COMPRE. 3IVE STRENGTH TES_ FPC
ENGINEER , INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/22/2000 Report No.: 0013511 Report Date
05/31/2000
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: 05/22/2000 BATCH TIME: 4:OOpm
PLANT: 29 TIME SAMPLED: 4:3Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER 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 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: 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
4 4 4.75 06/19/2000 28
Technician: Greg Dimock
Started: Finished: /
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.
01LL Page 4 of 4
CONCRETE COMPRELJ ,IVE STRENGTH TES }-13C Y HE
ENGINEERING, INC.
a division of l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/2000 Report No.: 0010683 Report Date
05/31/2000
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: 12:12pm
PLANT: 27 TIME SAMPLED: 12:40pm BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, Warm
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 77 F
SLUMP: 4 -5 TRUCK NO: 836 TICKET NO: 506266
AIR: 3 -6% AIR CONTENT ( %): 3.9 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving 120' east, 20' south of northeast corner of the southside
ASTM C -172 baseball field
ASTM C -39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUMULATIVE YARDS: 30
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 5.00 04/27/2000 7 104480 3690
1 2 5.00 04/27/2000 7 106570 3770
Average 3730
1 3 5.00 05/18/2000 28 115410 4080
1 4 5.00 05/18/2000 28 116320 4110
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 l -IBC Engineering, Inc.
01LL Page 1 of 3
CONCRETE COMPRELJ3IVE STRENGTH TES H3C Fir
ENGINEERING, INC.
a division of 1I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/21/2000 Report No.: 0010683 Report Date
05/31/2000
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: 12:48pm
PLANT: 27 TIME SAMPLED: 1:4Opm BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 82 F CONCRETE: 79 F
SLUMP: 4 -5" TRUCK NO: 924 TICKET NO: 506274
AIR: 3 -6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving 135' east of northeast corner of southside baseball field
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See placement location
REPORT OF TESTS ACCUMULATIVE YARDS: 80
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 4.00 04/27/2000 7 124270 4390
2 2 4.00 04/27/2000 7 119640 4230
Average 4310
2 3 4.00 05/18/2000 28 132800 4700
2 4 4.00 05/18/2000 28 137440 4860
Average 4780
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 2 of 3
CONCRETE COMPRE,,SIVE STRENGTH TES
ENGINEERING, INC.
a division of lI rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
■
Date of Service: 04/21/2000 Report No.: 0010683 Report Date
05/31/2000
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: 2:03pm
PLANT: 27 TIME SAMPLED: 3:15pm BY: Terry L. Smith
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, warm
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR F CONCRETE: F
SLUMP: 4 -5 TRUCK NO: 653 TICKET NO: 506280
AIR: 3 -6% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving- 45' E, 15' of northeast corner of the southside baseball field
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See placement location
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
3 1 4.75 04/27/2000 7 108800 3850
3 2 4.75 04/27/2000 7 103770 3670
Average 3760
3 3 4.75 05/18/2000 28 122730 4340
3 4 4.75 05/18/2000 28 123910 4380
Average 4360
Technician: Terry L. Smith Started: 10:00am Finished: 6:OOpm
n
Report Distribution: "' g ineeri g , Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. E is 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 3 of 3