PA9901-LR000427 CONCRETE COMPRL JSIVE STRENGTH TES Y
ENGINEERING, INC.
a division of 1I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/18/2000 Report No.: 0010318 Report Date
04/27/2000
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: 04/18 /2000 BATCH TIME: 10:2Oam
PLANT: 27 TIME SAMPLED: 11: loam BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 84 F CONCRETE: 80 F
SLUMP: 3 -5" TRUCK NO: 653 TICKET NO: 506047
AIR: 3 -6% AIR CONTENT ( %): 3.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
Northwest parking lot and west end of firelane
ASTM C -172
ASTM C -39 Sample was obtained at point of discharge of pump hose.
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 5.00 04/25/2000 7 83650 2960
1 2 5.00 04/25/2000 7 84810 3000
Average 2980
1 3 5.00 05/16/2000 28
1 4 5.00 05/16/2000 28
Sample location: 20 Feet south, 110' east of northwest 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'
ENGINEERING, INC.
a division of lI rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/18/2000 Report No.: 0010318 Report Date
04/27/2000
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: 04/18/2000 BATCH TIME: 12:2Opm
PLANT: 27 TIME SAMPLED: 12:45pm BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 85 F CONCRETE: 82 F
SLUMP: 3 -5" TRUCK NO: 653 TICKET NO: 506058
AIR: 3 -6% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 Seepage 1
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.25 04/25/2000 7 98230 3470
2 2 5.25 04/25/2000 7 97240 3440
Average 3460
2 3 5.25 05/16/2000 28
2 4 5.25 05/16/2000 28
Sample location: 30 Feet south, 30 feet east of northwest 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 COMPRL,SIVE STRENGTH TES1' FPC
ENGINEERING, INC.
a division of - I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/18/2000 Report No.: 0010318 Report Date
04/27/2000
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 lest and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw MIX I.D.: 9339
CONCRETE SUPPLIER: Pioneer PLACEMENT DATE: 04/18/2000 BATCH TIME: 12:15pm
PLANT: 27 TIME SAMPLED: 2:40pm BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 80 F
SLUMP: 3-5" TRUCK NO: 931 TICKET NO: 506074
AIR: 3 -6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 See below
ASTM C -39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 220
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.00 04/25/2000 7 89290 3160
3 2 5.00 04/25/2000 7 84520 2990
Average 3080
3 3 5.00 05/16/2000 28
3 4 5.00 05/16/2000 28
Sample location: 60 Feet South, 40' east of firelane of northwest 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 COMPREA,SIVE STRENGTH TES
ENGINEERING, INC.
a division of 1Ferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/18/2000 Report No.: 0010318 Report Date
04/27/2000
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: 04/18/2000 BATCH TIME: 3:25pm
PLANT: 27 TIME SAMPLED: 4:1 OpM BY: Mario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 84 F
SLUMP: 3 -5" TRUCK NO: 94 TICKET NO: 506084
AIR: 3 -6% AIR CONTENT ( %): 4.4 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: 280
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 5.25 04/25/2000 7 90980 3220
4 2 5.25 04/25/2000 7 89050 3150
Average 3190
4 3 5.25 05/16/2000 28
4 4 5.25 05/16/2000 28
Sample location: 240 Feet south, 40' west of firelane northwest corner of parking
lot
Technician: Mario Villanueva Started: 11:OOam Finished: 6:OOpm . e.
Report Distribution:
gineering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. rric 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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