ST9301-LR051017 Rone 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.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/05/2005
Report Date: 10/17/2005
Project: East Sandy Lake Road 11
11 r
ST 93 -01 V ,,, '}�
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 4.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:3Oam BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 85 F
SLUMP (in): 3" - 5 tt TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT (%): 4.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1 2 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
.
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 61 +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
1 1 10/12/2005 7 6.00 28.26 115330 4080 Unbonded Cap
1 2 11/02/2005 28 6.00 28.26 164070 5800 Unbonded Cap
1 3 11/02/2005 28 6.00 28.26 157980 5590 Unbonded Cap
Average 5700
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.
OISS Page 1 of 8
s 8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
�� ,4'` Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/05/2005
Coppell TX 75019 Report Date: 10/17/2005
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8 :30am BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 80 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 58 +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
2 1 10/12/2005 7 6.00 28.26 108020 3820 Unbonded Cap
2 2 11/02/2005 28 6.00 28.26 140930 4980 Unbonded Cap
2 3 11/02/2005 28 6.00 28.26 134070 4740 Unbonded Cap
Average 4860
2 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
OBSS Page 2 of 8
e 8908 Ambassador Row, Dallas, TX 75247
--41. 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.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/05/2005
Report Date: 10/17/2005
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:45am BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 75 F CONCRETE: 85 F
SLUMP (in): 3u - 5. TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 56 +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
3 1 10/12/2005 7 6.00 28.26 117600 4160 Unbonded Cap
3 2 11/02/2005 28 6.00 28.26 134400 4750 Unbonded Cap
3 3 11/02/2005 28 6.00 28.26 132840 4700 Unbonded Cap
Average 4730
3 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
01SS Page 3 of 8
, one 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
w 6300 Rot Ste. 150, Houston, TX 77040
, Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/05/2005
Report Date: 10/17/2005
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 11:OOam BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 90 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.75 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
except 9.12
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 53 +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
4 1 10/12/2005 7 6.00 28.26 110070 3890 Unbonded Cap
4 2 11/02/2005 28 6.00 28.26 145650 5150 Unbonded Cap
4 3 11/02/2005 28 6.00 28.26 143150 5060 Unbonded Cap
Average 5110
4 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.
O1SS Page 4 of 8
lone 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.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/05/2005
Report Date: 10/17/2005
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:OOpin BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 85 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 51 +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
5 1 10/12/2005 7 6.00 28.26 114150 4040 Unbonded Cap
5 2 11/02/2005 28 6.00 28.26 141910 5020 Unbonded Cap
5 3 1 1/02/2005 28 6.00 28.26 137230 4850 Unbonded Cap
Average 4940
5 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.
0 ISS Page 5 of 8
, zone � i i 8908 Ambassador Row, Dallas, TX 75247
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.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/05/2005
Report Date: 10/17/2005
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: 011 site WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 1:30pm BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 85 F CONCRETE: 95 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 49 +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.) (lbs. force) (psi) TYPE
6 1 10/12/2005 7 6.00 28.26 114610 4050 Unbonded Cap
6 2 11/02/2005 28 6.00 28.26 140250 4960 Unbonded Cap
6 3 11/02/2005 28 6.00 28.26 145300 5140 Unbonded Cap
Average 5050
6 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.
OISS Page 6 of 8
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.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 10/05/2005
Report Date: 10/17/2005
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 -M MEASURED
SLUMP
CONCRETE SUPPLIER: Tise Paying PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:30pm BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 85 F CONCRETE: 90 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pa): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, Sandy Lake Road, westbound lane, Station 63 +08 to 45 +61
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 47 +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.) (lbs. force) (psi) TYPE
7 1 10/12/2005 7 6.00 28.26 125890 4450 Unbonded Cap
7 2 11/02/2005 28 6.00 28.26 167070 5910 Unbonded Cap
7 3 11/02/2005 28 6.00 28.26 170590 6030 Unbonded Cap
Average 5970
7 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.
0 1SS Page 7 of 8
E E
5908 Ambassador Row, Dallas, TX 75247
a 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.: 242690
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 10/05/2005
Coppell TX 75019 Report Date: 10/17/2005
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 -M MEASURED SLUMP
CONCRETE SUPPLIER: Tise Paving PLACEMENT DATE: 10/05/2005 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 5.5
SPECIFICATION REQUIREMENTS TIME SAMPLED: 4:OOpm BATCH TIME: NA
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 85 F CONCRETE: 95 F
SLUMP (in): 3" - 5" TRUCK NO: NA TICKET NO: NA
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Pavement, Sandy Lake Road, westbound lane, Station 61 +50 to 55 +50
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Station 45 +70
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
8 1 10/12/2005 7 6.00 28.26 116310 4110 Unbonded Cap
8 2 11/02/2005 28 6.00 28.26 150420 5320 Unbonded Cap
8 3 11/02/2005 28 6.00 28.26 148910 5270 Unbonded Cap
Average 5300
8 4 Hold
Technician: Jeremy Brimingham Started: 7:OOam Finished: 5:30pm ice: ' ' ` 7 g
Report Distribution: / lti
(1) City of Coppell L '�
(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.
O1SS Page 8 of 8