PA9901-LR001009 CONCRETE COMPRE }IVE STRENGTH TES' nac
ENGINEERING, INC.
a division of l kerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/05/2000 Report No.: 0023176 Report Date
10/09/2000
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
CO NCRETE SUPPLIER: Pioneer PLACEMENT DATE: 09/05/2000 BATCH TIME: 10:3
PLANT: 27 TIME SAMPLED: 9:3 lam BY: Chris Eubanks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 93 F
SLUMP: 3 -5" TRUCK NO: 749 TICKET NO: 290484
AIR: 3.0 -6.0% AIR CONTENT (%): 5.8 UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving: Pump house - sidewalk in front of stands on fields 1 & 2, sidewalk between soccer fields
ASTM C -172 1 & 2 and on the W side & S side of field 2
ASTM C -39
SAMPLE LOCATION: See below
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 6.75 09/12/2000 7 65820 2330
1 2 6.75 09/12/2000 7 66710 2360
Average 2350
1 3 6.75 10/03/2000 28 98660 3490
1 4 6.75 10/03/2000 28 102420 3620
Average 3560
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 1 of 4
Report No.: 0023176
Sample location: Paving- pump house, 10' W of pump house and 10' N of S edge,
soccer fields 1 & 2 on the W side & S side of field 2
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.
OlLL Page 2 of 4
CONCRETE COMPRE DIVE STRENGTH TEST 1
ENGINEERING, INC.
a division of 1r.nacOn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/05/2000 Report No.: 0023176 Report Date
10/09/2000
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: 09/05/2000 BATCH TIME: 1:OOpm
PLANT: 27 TIME SAMPLED: 1 :3Opm BY: Chris Eubanks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny, hot
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 101 F CONCRETE: 91 F
SLUMP: 3 -5" TRUCK NO: 758 TICKET NO: 690497
AIR: 3.0 -6.0% AIR CONTENT ( %): 6.0 UNIT WEIGHT (pci): 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: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 09/12/2000 7 83430 2950
2 2 6.00 09/12/2000 7 84810 3000
Average 2980
2 3 6.00 10/03/2000 28 111420 3940
2 4 6.00 10/03/2000 28 108750 3850
Average 3900
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
Report No.: 0023176 MIMEOS,. 1•C
Sample location: Behind field 2, 20' E of W storm drain & 3' N of S edge
Technician: Chris Eubanks Started: 9:30am Finished: 3:OOpm At.
ngin • erin , Inc.
Report Distribution: � g g
(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 COMPRE SIVE STRENGTH TES' HE
ENGINEERING, INC.
a division of 1rPim ccn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/20/2000 Report No.: 0024673 Report Date
10/09/2000
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 LD.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 09/20/2000 BATCH TIME: N/A
PLANT: 27 TIME SAMPLED: 10:35am BY: Albert Garcia
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 88 F CONCRETE: 85 F
SLUMP: 3 -5" TRUCK NO: 648 TICKET NO: 687494
AIR: 3 -6% AIR CONTENT ( %): N/A UNIT WEIGHT (pet): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Paving -See attached sketch
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See attached sketch
REPORT OF TESTS ACCUMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 1 5.50 09/27/2000 7 78150 2760
1 2 5.50 09/27/2000 7 75310 2660
Average 2710
1 3 5.50 10/18/2000 28
1 4 5.50 10/18/2000 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.
01ss Page 1 of 2
mu,
CONCRETE COMPRE SIVE STRENGTH TES
ENGINEERING, INC.
a division of lferyacon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 09/20/2000 Report No.: 0024673 Report Date
10/09/2000
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: 09/20/2000 BATCH TIME: 1 :3Opm
PLANT: 27 TIME SAMPLED: 2:OOpm BY: Albert Garcia
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3500 psi @, 28 Days TEMPERATURE (F) - AIR 88 F CONCRETE: 87 F
SLUMP: 3 -5" TRUCK NO: 103 TICKET NO: 663994
AIR: 3 -6% AIR CONTENT ( %): N/A UNIT WEIGHT (pct): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1.
ASTM C -172
ASTM C -39
SAMPLE LOCATION: See attached sketch
REPORT OF TESTS ACCUMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
2 1 6.00 09/27/2000 7 56150 1990
2 2 6.00 09/27/2000 7 62900 2220
Average 2110
2 3 6.00 10/18/2000 28
2 4 6.00 10/18/2000 28
Technician: Albert Garcia Started: 9:30am Finished: 3:OOpm /
Report Distribution: �j: • eering, 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.
u1Ss Page 2 of 2
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