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ST9902-LR061113 Concrete Compression Test Report eM J ENGINEERING, INC. Fax: (817) 589-9993 7636 Pebble Drive Fort Worth, Texas 76118 Client: Project: City of Coppell West Sandy Lake Roa Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-173 Report Date: 12/04/2006 Specifications 3600 psi @ 28 Days 5 in max Placement Date Sampled By Weather Supplier/Mix Air Content Method Strength Slump Air Content Concrete Temperature Ambient Temperature 3 % min 6 % max n/a 400 F min Test Data 11/01/2006 Zach Hartgraves Cloudy/Cool On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 08:40 Time Sampled: 09:00 4.5 in Air Content: 5.0 % Unit Weight: N/A 700 F Ambient Temperature: 500 F Yardage (c.y.): 40 of 210 Paving: Intersection at North Point and Sandy Lake, Sta. 26+50 to Sta. 27+75 Sample Location: 2' Southwest from Northeast curb at Sta. 27+50 Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR11 01 0601 11/04/2006 3 91180 27.99 3260 C-cone/shear 01 SLR11010602 11/08/2006 7 125200 28.18 4440 C-cone/shear 01 SLR11010603 11/29/2006 28 150080 28.56 5250 E-columnar 01 SLR11 01 0604 11/29/2006 28 147300 28.56 5160 E-columnar 01 SLR11010605 Hold 28 day average 5210 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231, itefj k It'JZ'~fI CMJ Engineering, 'nc R. Carl Lee, SET. Vice President/CMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-174 Report Date: 12/04/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 11/01/2006 Zach Hartgraves Cloudy/Cold On Site/ ASTM C231 3600 psi @ 28 Days 2 in max 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A 1.5 in 730 F Paving: Time Batched: 12:45 Time Sampled: 15:15 Air Content: 4.5 % Unit Weight: N/A Ambient Temperature: 620 F Yardage (c.y.): 40 of 150 Westbound Sandy Lake, Left Turn Lane at Sta. 47+25 to Sta. 48+50 Sta.47+50 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 SLR11010606 11/04/2006 3 92740 27.99 3310 E-columnar 02 SLR11010607 11/08/2006 7 116380 28.18 4130 E-columnar 02 SLR11010608 11/29/2006 28 141720 28.56 4960 E-columnar 02 SLR11 01 0609 11/29/2006 28 137560 28.56 4820 C-cone/shear 02 SLR11010610 Hold 28 day average 4890 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, SET. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-175 Report Date: 12/04/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/01/2006 Zach Hartgraves Cloudy/Cool Southern Star/9816 ASTM C231 Specifications Ticket Number: 1449224 Time Batched: 13:45 Slump: 3.5 in Air Content: 4.0% Concrete Temperature: 750 F Ambient Temperature: 660 F Placement Location: Inlet Top: Sta. 28+77.66 on Sandy Lake Rd Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 7 of 7 Sample Location: Inlet Top: Sta. 28+77.66 on Sandy Lake Rd Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (I bs, force) (sq.in.) (pSI Type 03 SLR11010611 11/08/2006 7 136400 28.18 4840 E-columnar 03 SLR11 01 0612 11/29/2006 28 168420 28.56 5900 E-columnar 03 SLR11010613 11/29/2006 28 166400 28.56 5830 E-columnar 03 SLR11 01 0614 Hold 28 day average 5870 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, SET. Vice President/CMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-176 Report Date: 12/04/2006 Specifications Test Data Strength Slump Air Content Concrete Temperature Ambient Temperature 3600 psi @ 28 Days 5 in max 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/01/2006 Zach Hartgraves Clear On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A Time Batched: 16:00 4 in Air Content: 5.0 % 750 F Ambient Temperature: 680 F Paving: Intersection at Royal and Sandy Lake, Sta. 13+00 to Sta. 11+00 Time Sampled: 16:10 Unit Weight: N/A Yardage (c.y.): 180 of 210 Sta. 12+75, 5' North of Center Median Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 04 SLR11010615 11/04/2006 3 90260 27.99 3220 C-cone/shear 04 SLR11010616 11/08/2006 7 112120 28.18 3980 C-cone/shear 04 SLR11010617 11/29/2006 28 147060 28.56 5150 E-columnar 04 SLR11010618 11/29/2006 28 145330 28.56 5090 E-columnar 04 SLR11010619 Hold 28 day average 5120 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231, o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, S.E.T. Vice President/CMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc, 01 Page I of I . eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concrete Compression Test Report Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-173 Report Date: 11/13/2006 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/01/2006 Zach Hartgraves Cloudy/Cool On Site/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 5 in max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 08:40 Time Sampled: 09:00 4.5 in Air Content: 5.0 % Unit Weight: N/A 700 F Ambient Temperature: 500 F Yardage (c.y.): 40 of 210 Paving: Intersection at North Point and Sandy Lake, Sta. 26+50 to Sta. 27+75 Sample Location: 2' Southwest from Northeast curb at Sta. 27+50 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR11 01 0601 11/04/2006 3 91180 27.99 3260 C-cone/shear 01 SLR11010602 11/08/2006 7 125200 28.18 4440 C-cone/shear 01 SLR11010603 11/29/2006 28 01 SLR11010604 11/29/2006 28 01 SLR 11010605 Hold Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, I c R. Carl Lee, S.E.T. Vice PresidenUCMT Manager '- LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of CoppeU West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-174 Report Date: 11/13/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/01/2006 Zach Hartgraves Cloudy/Cold On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A 1.5 in 730 F Paving: Time Batched: 12:45 Time Sampled: 15:15 Air Content: 4.5 % Unit Weight: N/A Ambient Temperature: 620 F Yardage (c.y.): 40 of 150 Westbound Sandy Lake, Left Turn Lane at Sta. 47+25 to Sta. 48+50 Sample Location: Sta.47+50 Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 02 SLR11010606 11/04/2006 3 92740 27.99 02 SLR11010607, 11/08/2006 7 116380 28.18 02 SLR11010608 11/29/2006 28 02 SLR11010609 11/29/2006 28 02 SLR11010610 Hold Strength (pSI) 3310 4130 Fracture Type E-columnar E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138. C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, S.E.T. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. Page I of I Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-175 Report Date: 11/13/2006 n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/01/2006 Zach Hartgraves Cloudy/Cool Southern Star/9816 ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max Ticket Number: 1449224 Time Batched: 13:45 Slump: 3.5 in Air Content: 4.0% Concrete Temperature: 750 F Ambient Temperature: 66Q F Placement Location: Inlet Top: Sta. 28+77.66 on Sandy Lake Rd Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 7 of 7 Sample Location: Inlet Top: Sta. 28+77.66 on Sandy Lake Rd Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 03 SLR11010611 11/08/2006 7 136400 28.18 03 SLR11010612 11/29/2006 28 03 SLR11010613 11/29/2006 28 03 SLR11010614 Hold Stren,gth (pSI) 4840 Fracture Type E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site R. Carl Lee, SET. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items}and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are p~uced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I CMJ Engineering, 'nc Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-176 Report Date: 11/13/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Test Data Specifications 3600 psi @ 28 Days 5 in max 3 % min 6 % max n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/01/2006 Zach Hartgraves Clear On Site/ ASTM C231 400 F min Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 04 SLR11010615 11/04/2006 3 90260 27.99 04 SLR11010616 11/08/2006 7 112120 28.18 04 SLR11010617 11/29/2006 28 04 SLR11010618 11/29/2006 28 04 SLR11010619 Hold Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A Time Batched: 16:00 4 in Air Content: 5.0 % 750 F Ambient Temperature: 680 F Paving: Intersection at Royal and Sandy Lake, Sta. 13+00 to Sta. 11+00 Time Sampled: 16:10 Unit Weight: N/A Yardage (c.y.): 180 of 210 Sta. 12+75, 5' North of Center Median Concrete Compression Test Results Stren.9th (pSI) 3220 3980 Fracture Type C-cone/shear C-cone/shear Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'n L1MITATIO~S: The test results pres~nted in this report apply only ~o ~he.specific samples, item's, and areas described with.in this report. The test results do not pertain to any other samples, Items or areas regardless of slmllanty. Our reports are p!oduced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I