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ST9301-LR060712 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 REPORT OF CONCRETE INSPECTION CANCELLATION Client: City of Coppell Report No.: 260536 Ms. Suzan Taylor Project PO Box 9478 j t No.: 0611391 Coppell TX 75019 Date of Service: 07/06/2006 Report Date: 07/12/2006 Project: East Sandy Lake Road ST 93 -01 Completion Services: Concrete Inspection Cancellation Report of Cancellation On this date a Rone Engineering Services, Ltd. representative arrived on site as scheduled. Upon arrival, our representative was informed that testing /inspection was cancelled for the day. Technician Time: 7 :15am - 8:30am Rone Engineering Technician: Jimmy Hall Report Distribution: //' (1) City of Coppell `QJ , (1) City of Coppell (1) Tiseo Paving Company —7<7. K. Scott Watson, AET 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. 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 2.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:45am BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 83 F CONCRETE: 88 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 3.1 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Station 65 +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.) (lbs. force) (psi) TYPE 1 1 07/06/2006 3 6.00 28.26 130590 4620 Unbonded Cap 1 2 07/08/2006 5 6.00 28.26 142870 5050 Unbonded Cap 1 3 07/10/2006 7 6.00 28.26 156540 5540 Unbonded Cap 1 4 07/31/2006 28 5.99 28.17 187620 6660 Unbonded Cap 1 5 07/31/2006 28 5.99 28.17 194510 6900 Unbonded Cap Average 6780 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. Alec Pone. 1 of 16 Report No.: 260421 Rorie 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 Notified batch manager of air test result. 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. l... D...... 1 "4" 14 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 2.25 SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:3Oam BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 85 F CONCRETE: 89 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 4.1 UNIT WEIGHT (pct): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 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.) (lbs. force) (psi) TYPE 2 1 07/06/2006 3 6.00 28.26 107360 3800 Unbonded Cap 2 2 07/08/2006 5 6.00 28.26 114150 4040 Unbonded Cap 2 3 07/10/2006 7 6.00 28.26 115150 4070 Unbonded Cap 2 4 07/31/2006 28 5.99 28.17 151820 5390 Unbonded Cap 2 5 07/31/2006 28 5.99 28.17 145970 5180 Unbonded Cap Average 5290 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. III SS Paue 3 of 16 Report No.: 260421 Rone Engineering in 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 2 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. Ili CC Pawn d of 1 6 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 3.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 10:4Oam BATCH TIME: NA STRENGTH: 3 600 psi @ 28 Days TEMPERATURE (F) - AIR 86 F CONCRETE: 89 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 5.7 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 91.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 . 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.) (lbs. force) (psi) TYPE 3 1 07/06/2006 3 6.00 28.26 99690 3530 Unbonded Cap 3 2 07/08/2006 5 6.00 28.26 107720 3810 Unbonded Cap 3 3 07/10/2006 7 6.00 28.26 112950 3990 Unbonded Cap 3 4 07/31/2006 28 5.99 28.17 137440 4880 Unbonded Cap 3 5 07/31/2006 28 5.99 28.17 134600 4780 Unbonded Cap Average 4830 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. MSS Page 5of16 Report No.: 260421 Rone Engineering 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.) (lbs. force) (psi) TYPE 3 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. n7QQ Paop A of 16 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 3.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 11:3Oam BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 87 F CONCRETE: 90 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 5.2 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -I 72 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Station 60 +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 07/06/2006 3 6.00 28.26 97330 3440 Unbonded Cap 4 2 07/08/2006 5 6.00 28.26 99320 3510 Unbonded Cap 4 3 07/10/2006 7 6.00 28.26 105010 3710 Unbonded Cap 4 4 07/31/2006 28 5.99 28.17 138690 4920 Unbonded Cap 4 5 07/31/2006 28 5.99 28.17 146480 5200 Unbonded Cap Average 5060 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. 07 CC Paue7of16 Report No.: 260421 Rone Engineering Project No.: 0611391 Client: City of Coppell =II= MINIM CYLINDER MAXIMUM COMPRESSIVE MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE 4 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. ntcc PaoP Rof16 R o n e E n g i n ee ri n g 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 3.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:OOpm BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 91 F CONCRETE: 92 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 4.9 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Station 59 +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.) ( force) (psi) TYPE (s m. lbs. force 5 1 07/06/2006 3 6.00 28.26 116490 4120 Unbonded Cap 5 2 07/08/2006 5 6.00 28.26 126370 4470 Unbonded Cap 5 3 07/10/2006 7 6.00 28.26 130830 4630 Unbonded Cap 5 4 07/31/2006 28 5.99 28.17 162420 5760 Unbonded Cap 5 5 07/31/2006 28 5.99 28.17 173540 6160 Unbonded Cap Average 5960 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 PAOP9nf16 Report No.: 260421 Rone Engineering 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.) (lbs. force) (psi) TYPE 5 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. nice Pam. 111 of 1 6 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.: 260421 ' Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 3.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:45pm BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 91 F CONCRETE: 92 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 6.0 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 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 6 1 07/06/2006 3 6.00 28.26 88730 3140 Unbonded Cap 6 2 07/08/2006 5 6.00 28.26 93330 3300 Unbonded Cap 6 3 07/10/2006 7 6.00 28.26 103760 3670 Unbonded Cap 6 4 07/31/2006 28 5.99 28.17 127550 4530 Unbonded Cap 6 5 07/31/2006 28 5.99 28.17 135670 4810 Unbonded Cap Average 4670 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 Poop 11 of 1 f. Report No.: 260421 Rone Engineering 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 6 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. n, cc D..... 11 ..F 14 R o 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 3.0 SPECIFICATION REQUIREMENTS TIME SAMPLED: 1:45pm BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 93 F CONCRETE: 93 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 5.6 UNIT WEIGHT (pcl): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Station 56 +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) (psi) (sq.in.) (lbs. force) (psi TYPE 7 1 07/06/2006 3 6.00 28.26 97870 3460 Unbonded Cap 7 2 07/08/2006 5 6.00 28.26 106510 3770 Unbonded Cap 7 3 07/10/2006 7 6.00 28.26 106680 3770 Unbonded Cap 7 4 07/31/2006 28 5.99 28.17 126010 4470 Unbonded Cap 7 5 07/31/2006 28 5.99 28.17 131720 4670 Unbonded Cap Average 4570 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. •"", A.,.... 1 2 ..f 16 Report No.: 260421 Rone Engineering 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.) ( force) (psi) TYPE (sq.in. lbs. force 7 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. ni cc P.,..o 1 A ..f 11 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247 4221 Freidrich Lane, Ste 195, Austin, TX 78744 x r 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.: 260421 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/03/2006 Coppell TX 75019 Report Date: 07/12/2006 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 Paving PLACEMENT DATE: 07/03/2006 (inches) PLANT: On site WEATHER CONDITIONS: Cloudy 2.5 SPECIFICATION REQUIREMENTS TIME SAMPLED: 3:15pm BATCH TIME: NA STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 92 F CONCRETE: 95 F SLUMP (in): NA TRUCK NO: NA TICKET NO: NA AIR ( %): 4% - 6% AIR CONTENT ( %): 5.9 UNIT WEIGHT (pcf): NA TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION: ASTM C -31 except 9.1.2 Sandy Lake Road, future eastbound south lanes from Station 54 +55 to 65 +80 ASTM C -143 ASTM C -231 ASTM C -1064 ASTM C -1231 SAMPLE LOCATION: Station 55 +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 8 1 07/06/2006 3 6.00 28.26 107310 3 790 Unbonded Cap 8 2 07/08/2006 5 6.00 28.26 117670 4160 Unbonded Cap 8 3 07/10/2006 7 6.00 28.26 109000 3850 Unbonded Cap 8 4 07/31/2006 28 5.99 28.17 143830 5100 Unbonded Cap 8 5 07/31/2006 28 5.99 28.17 155270 5510 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. ni ec P ?6P 1 G of 16 Report No.: 260421 Rone Engineering Pro "ect No.: 0611391 -� J 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 8 6 Hold Technician: Chris Currier Started: 6:30a Finished: 4:30pm On' t i #4/ ng Report Distribution: (1) City of Coppell (1) City of Coppell A), 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. ,...... D....,. 14 ...4* 1 K Engineering n g i n e e ri n !.(�JI y 8908 Ambassador Row, Dallas, TX 75247 I ! c ( J J 4221 Freidrich Lane, Ste 195, Austin, TX 78744 7701 W Little York, Ste 600, Houston, TX 77040 Corporate Phone: (214) 630 -9745 IN -PLACE DENSITY TESTING Client: City of Coppell Report No.: 260396 Ms. Suzan Taylor Project No.: 0611391 PO Box 9478 Date of Service: 07/01/2006 Coppell TX 75019 Report Date: 07/12/2006 Project: East Sandy Lake Road ST 93 -01 Completion Services: Perform In -Place Density Test in accordance with ASTM Standards. PROJECT DATA CONTRACTOR: Tiseo Paving Company Standard Counts Test Methods: Gauge: Troxler 3430 Moisture Density Methods: ASTM D -2922 ASTM D -3017 Gauge Serial No: 36438 Current: 722 Current: 2797 Test Mode: DT Previous: 716 Previous: 2718 MOISTURE DENSITY RELATIONS Maximum Project Requirements M/D No. Description Moisture % Density pcf Moisture Density 1 Lime Treated Reddish & Medium Brown Sandy 16.0 108.0 Optimum +4 95 min Clay w/ Limestone 2 Lime Treated Light Reddish Brown Sandy Clay 14.5 112.5 Optimum +4 95 min FIELD DENSITY TESTS TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max) Paving subgrade 1 Eastbound middle lane, Station 45 +50, final 6" 1 18.6 123.7 104.3 97 Paving subgrade 2 Eastbound middle lane, Station 42 +50 6" 1 17.7 123.7 105.1 97 Paving subgrade 3 Eastbound middle lane, Station 39 +50, final 6" 1 17.2 121.9 104.0 96 Paving subgrade 4 Eastbound middle lane, Station 36 +50, final 6" 1 16.0 119.5 103.0 95 Test results on this report meet project specification. See Report #260395 for technician time. Alle A Technician: Jarrod Miller Started: Finished: , 1 i ,( I I Report Distribution: /ti i` (1) City of Coppell t-. (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. Rone Engineering 8908 Ambassador Row Dallas, Texas 75247 -, 214.630.9745 FAX 214.630.9819 REPORT OF LIME PULVERIZATION Client: City of Coppell Report No.: 260395 Project No.: 0611391 Date of Service X008 Project: East Sandy Lake Road Page 2 of 2 0( ST -93 -01 Completion Specifications: 100% passing 1 1/2" sieve 60% passing #4 sieve A B C D E Location Weight Percent Weight Percent Sample Retained Passing Retained Passing Weight 1 1/2" Sieve 1 1/2" Sieve #4 Sieve #4 Sieve 1 Eastbound middle lane, Station 34 +50 13.0 0 100% 4.6 64.6% 2 Eastbound middle lane, Station 31 +50 19.2 0 100% 4.2 78.1% 3 Eastbound middle lane, Station 28 +50 16.4 0 100% 5.0 69.5% 4 Eastbound middle lane, Station 25 +50 17.0 0 100% 3.0 82.4% 5 6 7 8 9 10 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, performance, 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.