ST9301-LR060821 e f1 n Engineering 8908 Ambassador Row, Dallas TX 75247
V V 4221 Freidrich Lane, Ste 195, Austin TX 78744
;. 7701 W Little York, Ste 600, Houston TX 77040
u- '' Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 260651
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 07/07/2006
Report Date: 08/21/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 2446M MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo Paving PLACEMENT DATE: 07/07/2006 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 2.75
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:1 Opm BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 94 F
SLUMP (in): 3" maximum TRUCK NO: 166 TICKET NO: 73
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Pavement, eastbond Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: From Saint Joseph Apartment
ASTM C -39 REPORT OF TESTS entrance 120' east
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 1 07/10/2006 3 6.00 28.26 88530 3130 Unbonded Cap
1 2 07/14/2006 7 5.99 28.17 97710 3470 Unbonded Cap
1 3 07/14/2006 7 5.99 28.17 99890 3540 Unbonded Cap
Average 3510
1 4 08/04/2006 28 6.00 28.26 130490 4610 Unbonded Cap
1 5 08/04/2006 28 6.00 28.26 126290 4470 Unbonded Cap
Average 4540
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
OISS Page 1 of 2
Report No.: 260651 RoRo ®ineering
Project No.: 0611391 Client: City of Coppell
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 6 Hold
Technician: Korey Neal Started: 1:30pm Finished: 3:30pm Ro Engineering
Report Distribution:
(1) City of Coppell
(1) City of Coppell K. Scott Watson, AET
(I) Tiseo Paving Company i J Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
01SS Page 2 of 2
R one Engineering 8908 Ambassador Row, Dallas TX 75247
4221 Freidrich Lane, Ste 195, Austin TX 78744
7701 W Little York, Ste 600, Houston TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 260633
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 07/07/2006
Coppell TX 75019 Report Date: 08/21/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company MIX DESIGN 1.D.: 2446M MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 07/07/2006 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 2.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 11:OOam BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 87 F CONCRETE: 91 F
SLUMP (in): 3" maximum TRUCK NO: 162 TICKET NO: 50
AIR ( %): 4% - 6% AIR CONTENT ( %): 5.25 UNIT WEIGHT (pc1): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Pavement, eastbound lane of Sandy Lake Road
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Southeast comer of Riverchase
ASTM C -39 REPORT OF TESTS and Sandy Lake Road
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STREN FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) .si) TYPE
•
1 1 07/10/2006 3 6.00 28.26 94760 3350 Unbonded Cap
1 2 07/14/2006 7 5.99- 28.17 ? 100480 3570 Unbonded Cap
1 3 07/14/2006 7 5.99 28.17 104120 3690 ) Unbonded Cap
Average 3630 /
1 4 08/04/2006 28 6.00 28.26 127260 4500 Unbonded Cap
1 5 08/04/2006 28 6.00 28.26 123450 4370 Unbonded Cap
Average 4440
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
(PISS Page 1 of 2
Report No.: 260633 Rone Engineering
Project No.: 0611391
Project Client: City of Coppell
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 6 Hold
Technician: Korey Neal Started: 9:OOam Finished: 12:00pm one gineering
Report Distribution:
(1) City of Coppell
(1) City of Coppell K./ cott Watson, AET
(1) Tiseo Paving Company Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
o1SS Page 2 of 2