PA9901-LR000623 CONCRETE COMPRE,AVE STRENGTH TES' ][13,1
ENGINEERING, INC.
a division of 1I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/24/2000 Report No.: 0013775 Report Date
06/23/2000
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: 05/24/2000 BATCH TIME: 2:24pm
PLANT: 3 TIME SAMPLED: 3:1Spm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 90 F
SLUMP: 5.0" Max TRUCK NO: 1096 TICKET NO: 104642
AIR: 3-6% AIR CONTENT ( %): 3.8 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Inlets- 2 @ S end of project & 1 @ N end
ASTM C -172
ASTM C -39 Sampled from truck.
Technician Time: See Report #0013725
SAMPLE LOCATION: SW inlet
REPORT OF TESTS ACCUMULATIVE YARDS: 7
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 4.75 05/31/2000 7 103180 3650
1 2 4.75 05/31/2000 7 100350 3550
Average 3600
1 3 4.75 06/21/2000 28 111410 3940
1 4 4.75 06/21/2000 28 111940 3960
Average 3950
Technician: Greg Dimock Started: Finished: 4 •
Report Distribution: ng 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.
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CONCRETE COMPREc IVE STRENGTH TEST
Hi....:
ENGINEERING, INC.
a division of 1rerracnn
8901 Carpenter Envy., Suite #100
Dallas, Texas 75247
Date of Service: 05/24/2000 Report No.: 0013725 Report Date
06/23/2000
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: 05/24/2000 BATCH TIMME: 1 1:OOan1
PLANT: 27 TIME SAMPLED: 1 1:4Oam BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi a@ 28 Days TEMPERATURE (F) - AIR 92 F CONCRETE: 92 F
SLUMP: 5.0" Max TRUCK NO: 653 TICKET NO: 508375
AIR: 3 -5% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Fire Lane- S entrance drive & approach & parking final pour
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 25' 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 05/31/2000 7 74160 2620
1 2 5.25 05/31/2000 7 80440 2840
Average 2730
1 3 5.25 06/21/2000 28 109800 3880
1 4 5.25 06/21/2000 28 105400 3730
Average 3810
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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I
CONCRETE COMPREF WE STRENGTH TEST 1
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 05/24/2000 Report No.: 0013725 06/23/2000
Client No.: 36503000 Project No.: 94001043
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Kellwav 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: 1 - Iisaw MIX LD.: 9339
CONCRETE SI iPPLIER: Pioneer PLACEMENT DATE: 05/24/2000 BATCH TIME: 1:09pni
PLANT: 27 TIME SAMPLED: 1:45pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi (Ci 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 90 F
SLUMP: 5.0" Max TRUCK NO: 745 TICKET NO: 508395
AIR: 3 -5% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 10' E of W curb & 50' N of S joint
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 5.00 05/31/2000 7 90210 3190
2 2 5.00 05/31/2000 7 88460 3130
Average 3160
2 3 5.00 06/21/2000 28 109770 3880
2 4 5.00 06/21/2000 28 109120 3860
Average 3870
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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JELL
CONCRETE COMPREE IVE STRENGTH TEST
ENGINEERING, INC.
a division of irenaCOn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 05/24/2000 Report No.: 0013725 06/23/2000
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 MIS 1.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 05/24/2000 BATCII TIME: 2:O3pm
PLANT: 27 TIME SAMPLED: 2:40pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 92 F
SLUMP: 5.0" Max TRUCK NO: 44 TICKET NO: 508404
AIR: 3 -5% AIR CONTENT (pia): 3.8 UNIT WEIGHT (pet): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39
SAMPLE LOCATION: 2' S & 20' W of NW corner -North Lan
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 5.75 05/31/2000 7 67320 2380
3 2 5.75 05/31/2000 7 74890 2650
Average 2520
3 3 5.75 06/21/2000 28 107400 3800
3 4 5.75 06/21/2000 28 101450 3590
Average 3700
Technician: Greg Dimock Started: 10:OOam Finished: 5 :OOpm i P. 1
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.
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