PA9901-LR000502 CONCRETE COMPRELySIVE STRENGTH TES' HE
ENGINEERING, INC.
a division of 1rerracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/24/2000 Report No.: 0010849 Report Date
05/02/2000
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: 04/24/2000 BATCH TIME: 12:OOpm
PLANT: 27 TIME SAMPLED: 12:35pm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 68 F CONCRETE: 75 F
SLUMP: 4.0" Max TRUCK NO: 1888 TICKET NO: 506359
AIR: 3 -6% AIR CONTENT ( %): 2.9 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172 Paving- northeast firelane & parking
ASTM C -39 Sampled from pump.
SAMPLE LOCATION: 30' E of W joint & 2' 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
1 1 5.00 05/01/2000 7 91270 3230
1 2 5.00 05/01/2000 7 94130 3330
Average 3280
1 3 5.00 05/22/2000 28
1 4 5.00 05/22/2000 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 1 of 3
CONCRETE COMPRL►JSIVE STRENGTH TES_ WC
ENGINEERING, INC.
a division of 1I rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/24/2000 Report No.: 0010849 Report Date
05/02/2000
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: 04/24/2000 BATCH TIME: 12:31pm
PLANT: 27 TIME SAMPLED: 1:2Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 73 F CONCRETE: 76 F
SLUMP: 4.0" Max TRUCK NO: 923 TICKET NO: 506367
AIR: 3 -6% AIR CONTENT ( %): 5.5 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
ASTM C -172
See page 1
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 120' E of W joint & 20' 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 4.75 05/01/2000 7 76100 2690
2 2 4.75 05/01/2000 7 77740 2750
Average 2720
2 3 4.75 05/22/2000 28
2 4 4.75 05/22/2000 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 2 of 3
CONCRETE COMPRELIL IVE STRENGTH TES_ 112C
ENGINEERING, INC.
a division of Mrrxon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/24/2000 Report No.: 0010849 Report Date
05/02/2000
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: 04/24/2000 BATCH TIME: 1:4Opm
PLANT: 27 TIME SAMPLED: 2:3Opm BY: Greg Dimock
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 78 F
SLUMP: 4.0" Max TRUCK NO: 1807 TICKET NO: 506376
AIR: 3 -6% AIR CONTENT ( %): 5.0 UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C -143 PLACEMENT LOCATION:
See page 1
ASTM C -172
ASTM C -39 Sampled from truck.
SAMPLE LOCATION: 25' W of E curb & 25' 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) (Ibs. force) (psi) TYPE
3 1 5.00 05/01/2000 7 71810 2540
3 2 5.00 05/01/2000 7 72080 2550
Average 2550
3 3 5.00 05/22/2000 28
3 4 5.00 05/22/2000 28
Technician: Greg Dimock
Started: 10:00am Finished: 5:OOpm . -
Report Distribution: • gingering, Inc.
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. ric 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 3 of 3