ST9301-LR051109 3 n Engineering 8908 Ambassador Row, Dallas, TX 75247
1 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.: 243098
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/11/2005
Coppell TX 75019 Report Date: 11/09/2005
Project: East Sandy Lake Road ji ���
ST 93 -01 \ \J
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 PLACEMENT DATE: 10/1 1/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Cloudy 2.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:30am BATCH TIME: 9:05am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 76 F CONCRETE: 78 F
SLUMP (in): 1" - 3" TRUCK NO: NA TICKET NO: 4
AIR ( %): 3% - 6% AIR CONTENT ( %): 6.5 UNIT WEIGHT (pcf): NA
TEST METHOD: A STM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Westbound paving, Station 40 +10 to 35 +00
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 39 +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.) (lbs. force) (psi) TYPE
1 1 10/13/2005 2 6.00 28.26 92170 3260 Unbonded Cap
1 3 10/18/2005 7 6.00 28.26 101520 3590 Unbonded Cap
1 3 11/08/2005 28 6.00 28.26 145420 5140 Unbonded Cap
1 4 11/08/2005 28 6.00 28.26 154950 5480 Unbonded Cap
Average 5310
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
8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 243098
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/11/2005
Report Date: 11/09/2005
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.: 2446 MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/11/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Cloudy 2.25
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:2Opm BATCH TIME: 12:1 Opm
STRENGTH: 3 600 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 81 F
SLUMP (in): 1" - 3" TRUCK NO: NA TICKET NO: 33
AIR ( %): 3% 6% AIR CONTENT ( %): 5.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Westbound paving, Station 40 +10 to 35 +00
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 35 +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.) (lbs. force) (psi) TYPE
2 1 10/13/2005 2 6.00 28.26 100640 3560 Unbonded Cap
2 2 10/18/2005 7 6.00 28.26 128890 4560 Unbonded Cap
2 3 11/08/2005 28 6.00 28.26 151480 5360 Unbonded Cap
2 4 11/08/2005 28 6.00 28.26 151770 5370 Unbonded Cap
Average 5370
- Technician: Randy Nudge Started: Finished: yr
Report Distribution: �'�
(I) City of Coppell 1 _
(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.
GI SS Page 2 of 2
. Engineering 8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 243075
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10 /10/2005
Coppell TX 75019 Report Date: 11/09/2
Project: East Sandy Lake Road A
ST 93 -01 \ N�
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.: 2446H M SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/10 /2005 (inches)
PLANT: On site WEATHER CONDITIONS: Cloudy 3.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:15am BATCH TIME: 9:37am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 79 F
SLUMP (in): 2" - 4" TRUCK NO: NA TICKET NO: 4
AIR ( %): 3% - 6% AIR CONTENT ( %): 6.1 UNIT WEIGHT (pcI): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving, westbound Sandy Lake, Station 66 +15 to 67 +00
except 9
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 66 +30
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 10/12/2005 2 6.00 28.26 89730 3170 Unbonded Cap
1 2 10/17/2005 7 6.00 28.26 108630 3840 Unbonded Cap
1 3 11/07/2005 28 6.00 28.26 134340 4750 Unbonded Cap
1 4 11/07/2005 28 6.00 28.26 142060 5020 Unbonded Cap
Average 4890
See Report #243017 for technician time.
i
Technician: Randy Nudge Started: Finished: 4,, ` , : _ / , ' Of
Report Distribution: PIE
(1) City of Coppell
(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.
01SS Page 1 of 1
8908 Ambassador Row, Dallas, TX 75247
2 696 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.: 243017
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/10/2005
Coppell TX 75019 Report Date: 11/09/2005
Project: East Sandy Lake Road
NY
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.: 2446M MEASURED SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 10/10/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Cloudy 2.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:00pm BATCH TIME: 1 1:34am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 79 F CONCRETE: 78 F
SLUMP (in): 1 " - 3" TRUCK NO: NA TICKET NO: 18
AIR ( %): 3% - 6% AIR CONTENT ( %): 5.9 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Westbound Sandy Lake from Station 65 +50 to 62 +00
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 64 +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 10/12/2005 2 6.00 28.26 103420 3660 Unbonded Cap
1 2 10/17/2005 7 6.00 28.26 126600 4480 Unbonded Cap
1 3 11/07/2005 28 6.00 28.26 152470 5390 Unbonded Cap
1 4 11/07/2005 28 6.00 28.26 152060 5380 Unbonded Cap
Average 5390
' / /
Technician: Randy Nudge Started: 8:30am Finished: 1:OOpm . , i ' k!'' i r , o . er er
Report Distribution:
(1) City of Coppell � L�il��
(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.
01SS Page 1 of 1