ST9301-LR051104 8908 Ambassador Row, Dallas, T'X 75247
,-(one Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 242629
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/04/2005
Coppell TX 75019 Report Date: 11/04/2005
Project: East Sandy Lake Road /
ST 93 -01
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 LD.: 2446H MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/04/2005 (inches)
PLANT: 011 site WEATHER CONDITIONS: Cloudy 3.25
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:3 Opm BATCH TIME: 12:19pm
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 93 F
SLUMP (in): 4" maximum TRUCK NO: NA TICKET NO: NA
AIR ( %): 3% - 6% AIR CONTENT ( %): 7.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9 1.2 Paving from east driveway of Landmark Nursery east
.
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: 70' from east driveway
ASTM C -39 REPORT OF TESTS
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 10/08/2005 4 6.01 28.35 65680 2310 Unbonded Cap
1 2 10/11/2005 7 6.00 28.26 71240 2520 Unbonded Cap
1 3 11/01/2005 28 6.00 28.26 94480 3340 * Unbonded Cap
1 4 11/01/2005 28 6.00 28.26 89270 3160 * Unbonded Cap
Average 3250
* Does not comply with specified strength.
Ae
1
Technician: Randy Nudge Started: 11:OOam Finished: 1:30 m R let,. ' 7
Y g P
Report Distribution: , e '
(1) City of Coppell 1
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving CMT Operations 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.
ASS Page 1 of 1
$ E 8908 Ambassador Row, Dallas, TX 75247
G 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
f- , , Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 242800
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/06/2005
Report Date: 11/04/2005
Project: East Sandy Lake Road 06 `
ST 93 -01 \\10-7,11)(A
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 LD.: 2446 MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo Paving PLACEMENT DATE: 10/06/2005 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:30am BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 75 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4 - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 912 Sandy Lake Road, westbound lane, Station 46 +00 to 49+50
..
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 46 +00
ASTM C -39 REPORT OF TESTS
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 10/13/2005 7 6.00 28.26 130930 4630 Unbonded Cap
1 2 11/03/2005 28 6.00 28.26 144640 5120 Unbonded Cap
1 3 11/03/2005 28 6.00 28.26 154670 5470 Unbonded Cap
Average 5300
1 4 Hold
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.
0ISS Page 1 of 2
8908 Ambassador Row, Dallas, TX '75247
�. Engineering 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
_.�- Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 242800
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/06/2005
Report Date: 11/04/2005
Project: East Sandy Lake Road
ST 93 -01
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.: 2446 MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo Paving PLACEMENT DATE: 10/06/2005 (inches)
PLANT: NA WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:3 Oam BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 65 F CONCRETE: 80 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4 - 6% AIR CONTENT ( %): 5.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9. ].2 Sandy Lake Road, westbound lane, Station 46 +00 to 49 +50
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 48 +50
ASTM C -39 REPORT OF TESTS
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
2 1 10/13/2005 7 6.00 28.26 135450 4790 Unbonded Cap
2 2 11/03/2005 28 6.00 28.26 155150 5490 Unbonded Cap
2 3 11/03/2005 28 6.00 28.26 153860 5440 Unbonded Cap
Average 5470
2 4 Hold
Technician: Jeremy Brimingham Started: 7:OOam Finished: 11:45am ' ', j'f :4 -
Report Distribution: ri 7��� 0) City of Coppell 1 I _ A
(1) City of Coppell . Scott Watson, AET
(1) Tiseo Paving CMT Operations 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
)1SS Page 2 of 2