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ST9301-LR060817 Ro n e 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.: 261003 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/12/2006 Coppell TX 75019 Report Date: 08/17/2006 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 LD.: NA MEASURED SLUMP CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 07/12/2006 (inches) PLANT: On site WEATHER CONDITIONS: Clear 4.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:15pm BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 93 F SLUMP (in): 2" - 5" TRUCK NO: 166 TICKET NO: NA AIR ( %): 3% - 5% AIR CONTENT ( %): 4.9 UNIT WEIGHT (pct): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 Southeast portion of inlet on corner of Sandy Lake Road except 9.1.2 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Southwest corner 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 07/15/2006 3 5.99 28.17 74480 2640 Unbonded Cap 1 2 07/17/2006 5 5.99 28.17 79030 2800 Unbonded Cap 1 3 07/19/2006 7 5.99 28.17 85600 3040 Unbonded Cap 1 4 08/09/2006 28 5.99 28.17 107040 3800 Unbonded Cap 1 5 08/09/2006 28 5.99 28.17 115960 4110 Unbonded Cap Average 3960 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. nice Pone. 1 nf/ Report No.: 261003 Rone No.: 0611391 Client: City of Coppell CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE 1 6 Hold Technician: Joe Wright Started: 11:30am Finished: 1:15pm ! "-: ' = l Report Distribution: ' kid:r (1) City of Coppell . ( 1) City of Coppell K. Scott 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 110 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. Ill CC Parta 7 of7 V /'Z n e E ng i neer in g 8908 Ambassador Row, Dallas TX 75247 Engineering 4221 Freidrich Lane, Ste 195, Austin TX 78744 x „ 7701 W Little York, Ste 600, Houston TX 77040 r. Corporate Phone: (214) 630 -9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: City of Coppell Report No.: 260994 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Coppell TX 75019 Date of Service: 07/12/2006 Report Date: 08/17/2006 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.: NA MEASURED SLUMP CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 07/12/2006 (inches) PLANT: On site WEATHER CONDITIONS: Clear 4.5 SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:15am BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 92 F CONCRETE: 93 F SLUMP (in): 2" - 5" TRUCK NO: 161 TICKET NO: NA AIR ( %): 3% - 5% AIR CONTENT ( %): 4.7 UNIT WEIGHT (pci): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.12 Northeast portion of Sandy Lake in median ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: 10' north by 4' south on median ASTM C -39 REPORT OF TESTS or turn lane 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 07/15/2006 3 5.99 28.17 76280 2710 Unbonded Cap 1 2 07/17/2006 5 5.99 28.17 83340 2960 Unbonded Cap 1 3 07/19/2006 7 5.99 28.17 86270 3060 Unbonded Cap 1 4 08/09/2006 28 5.99 28.17 108010 3830 Unbonded Cap 1 5 08/09/2006 28 5.99 28.17 113280 4020 Unbonded Cap Average 3930 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 Rope Engineering Services, Ltd. AMC PAQP 1 of 1 Report No.: 260994 Rone 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: Joe Wright Started: 8:45am Finished: 10:15a `�� ' _ I Report Distribution: li, I i (1) City of Coppell 1 1 ' = IP:. (1) City of Coppell K. Scott 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. n. nn D....e 7 ..P 1 Ro n e Engineering 8908 Ambassador Row, Dallas TX 75247 4221 Freidrich Lane, Ste 195, Austin TX 78744 W. 7701 W Little York, Ste 600, Houston TX 77040 • Corporate Phone: (214) 630 -9745 CONCRETE COMPRESSIVE STRENGTH TEST Client: City of Coppell Report No.: 260887 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/11/2006 Coppell TX 75019 Report Date: 08/17/2006 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.: NA MEASURED SLUMP CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 07/11/2006 (inches) PLANT: On site WEATHER CONDITIONS: Partly cloudy 4.75 SPECIFICATION REQUIREMENTS TIME SAMPLED: 9 :15am BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 83 F CONCRETE: 94 F SLUMP (in): 2 "- 5" TRUCK NO: 166 TICKET NO: NA AIR ( %): 3% - 5% AIR CONTENT ( %): 4.9 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Southbound lane of intersection of Sandy Lake and Riverchase ASTM C -143 . ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Same as above 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 07/14/2006 3 5.99 28.17 67750 2400 Unbonded Cap 1 2 07/18/2006 7 5.99 28.17 82810 2940 Unbonded Cap 1 3 08/08/2006 28 5.99 28.17 135750 4820 Unbonded Cap 1 4 08/08/2006 28 5.99 28.17 113720 4030 Unbonded Cap Average 4430 1 5 Hold 1 6 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. MCC Pena 1 .,f7 Report No.: 260887 Rone No.: 0611391 Client: City of Coppell CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE Technician: Joe Wright Started: 9:OOam Finished: 10:30am ' �� '1.' ' : ' * ng Report Distribution: k _ ?' City of Coppell (1) City of Coppell K. Scott 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. cc Pone 7 of Rone 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.: 260915 Ms. Suzan Taylor PO Box 9478 Project No.: 0611391 Coppell TX 75019 Date of Service: 07/11/2006 Report Date: 08/17/2006 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.: NA MEASURED SLUMP CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 07/11/2006 (inches) PLANT: On site WEATHER CONDITIONS: Partly cloudy 4.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:OOpm BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 92 F CONCRETE: 94 F SLUMP (in): 2" - 5" TRUCK NO: 1 TICKET NO: NA AIR ( %): 3% - 5% AIR CONTENT ( %): 4.7 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Paving, northwest portion of Sandy Lake and MacArthur, south of Sandy Lake and Kimbell ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: 5' northwest, 7' southeast of ASTM C -39 REPORT OF TESTS Sandy Lake and MacArthur pole 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 07/14/2006 3 5.99 28.17 56090 1990 Unbonded Cap 1 2 07/18/2006 7 5.99 28.17 107880 3830 Unbonded Cap 1 3 08/08/2006 28 5.99 28.17 121730 4320 Unbonded Cap 1 4 08/08/2006 28 5.99 28.17 131730 4670 Unbonded Cap Average 4500 1 5 Hold 1 6 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. Al CC Po... 1 '4'1 Report No.: 260915 Rone Engineering el 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) ( TYPE AO Technician: Joe Wright Started: 1:45pm Finished: 3:15pm 4 ! ' `1 r Distribution: 0 � Repo t , e , (1) City of Coppell ` (I) City of Coppell K. Scott 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. MQQ P9170 1 of one n g i n ee ri n , 8908 Ambassador Row, Dallas TX 75247 ��++ vv 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.: 262645 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 08/01/2006 Coppell TX 75019 Report Date: 08/17/2006 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: 08/01/2006 (inches) PLANT: NA WEATHER CONDITIONS: Clear 3.25 SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:50am BATCH TIME: 9:38am STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 87 F CONCRETE: 92 F SLUMP (in): 3" - 5" TRUCK NO: 165 TICKET NO: 10 AIR ( %): 4% - 6% AIR CONTENT ( %): 4.75 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Paving, east and westbound turning lanes of Sandy Lake Road ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Eastbound lane of Sandy Lake Road ASTM C -39 REPORT OF TESTS from Riverchase Drive, 80' south 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 08/08/2006 7 5.99 28.17 84720 3010 Unbonded Cap 1 2 08/29/2006 28 0.00 0.00 Unbonded Cap 1 3 08/29/2006 28 0.00 0.00 Unbonded Cap 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. Rone E n g i n e e r i n n ■ v ■ 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.: 262645 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 08/01/2006 Coppell TX 75019 Report Date: 08/17/2006 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: 08/01/2006 (inches) PLANT: NA WEATHER CONDITIONS: Clear 4.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 1 1:45am BATCH TIME: 1 1:07am STRENGTH: 3 600 psi @ 28 Days TEMPERATURE (F) - AIR 89 F CONCRETE: 90 F SLUMP (in): 3" - 5" TRUCK NO: 163 TICKET NO: 17 APR ( %): 4% - 6% AIR CONTENT ( %): 4.25 UNIT WEIGHT (pct): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Paving, east and westbound turning lanes of Sandy Lake Road ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: 10' north from eastbound lane on ASTM C -39 REPORT OF TESTS Riverchase Drive 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 08/08/2006 7 5.99 28.17 104030 3690 Unbonded Cap 2 2 08/29/2006 28 0.00 0.00 Unbonded Cap 2 3 08/29/2006 28 0.00 0.00 Unbonded Cap 2 4 Hold Technician: Korey Neal Started: 8:30am Finished: 12:45pm one . 1 gi 1 e rin . / Report Distribution: (1) City of Coppell (I) City of Coppell . : • 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.