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ST9902-LR061109 Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: City of Coppell / eport Distribution: Project: West Sandy Lake Road Reconstruction Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days Placement Date 2 in max Sampled By 3 % min 6 % max 1: ~ l,fIfJff) Weather n/a /-z, ...., Supplier/Mix 400 F min Air Content Method (1) City of Coppell (1) City of Coppell (1 } Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-168 Report Date: 11/30/2006 Test Data Strength Slump Air Content 1 0/28/2006 Zach Hartgraves Clear On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A 1.5 in 730 F Paving: Time Batched: 07:55 Air Content: 4.5 % Ambient Temperature: 640 F Westbound Sandy Lake, Sta. 18+00 to Sta. 9+87 Time Sampled: 08:15 Unit Weight: N/A Yardage (c.y.): 70 of 480 Sample Location: Sta. 16+00 Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 01 SLR 10280601 1 0/31/2006 3 130400 27.99 01 SLR10280602 11/04/2006 7 133960 27.99 01 SLR10280603 11/27/2006 30 170800 28.18 01 SLR10280604 11/27/2006 30 171660 28.18 01 SLR10280605 Hold Stren.9th (pSI) 4660 4790 6060 6090 Fracture Type E-columnar C-cone/shear 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. 01 Pagelof3 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.: 687-5192-168 Report Date: 11/30/2006 n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/28/2006 Zach Hartgraves Clear On Site/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 09:10 1 in Air Content: 5.0 % 760 F Ambient Temperature: 680 F Paving: Westbound Sandy Lake, Sta. 18+00 to Sta. 9+87 Time Sampled: 09:30 Unit Weight: N/A Yardage (c.y.): 240 of 480 Sample Location: 5' West of Sta. 14+00 Concrete Compression Test Results Cylinder Age Max Load Area stren8th Fracture Set # # Test Date (days) (I bs. force) (sq.in.) (pSI Type 02 SLR10280606 1 0/31 /2006 3 117620 27.99 4200 E-columnar 02 SLR 10280607 11/04/2006 7 136020 27.99 4860 E-columnar 02 SLR10280608 11/27/2006 30 161200 28.18 5720 E-columnar 02 SLR10280609 11/27/2006 30 163640 28.18 5810 E-columnar 02 SLR10280610 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, 'nc 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. o I Page 2 of 3 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.: 687-5192-168 Report Date: 11/30/2006 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 1 0/28/2006 Zach Hartgraves Clear On Site/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 10:00 1.5 in Air Content: 5.0 % 810 F Ambient Temperature: 730 F Paving: Westbound Sandy Lake, Sta. 18+00 to Sta. 9+87 Time Sampled: 10:20 Unit Weight: N/A Yardage (c.y.): 380 of 480 Sample Location: Sta. 11 +00 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 03 SLR 10280611 1 0/31 /2006 3 107140 27.99 3830 E-columnar 03 SLR10280612 11/04/2006 7 117800 27.99 4210 E-columnar 03 SLR 10280613 11/27/2006 30 154480 28.18 5480 C-cone/shear 03 SLR10280614 11/27/2006 30 154260 28.18 5470 E-columnar 03 SLR10280615 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, 'n 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 3 of3 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 CMJ Report No.: 687-5192-168 Report Date: 11/09/2006 Concrete Compression Test Report Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max Strength Slump Air Content Concrete Temperature Ambient Temperature n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/28/2006 Zach Hartgraves Clear On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A 1.5 in 730 F Paving: Time Batched: 07:55 Air Content: 4.5 % Ambient Temperature: 640 F Westbound Sandy Lake, Sta. 18+00 to Sta. 9+87 Time Sampled: 08:15 Unit Weight: N/A Yardage (c.y.): 70 of 480 Sample Location: Sta. 16+00 Concrete Compression Test Results Cylinder Age Max Load Area f~;- Fracture Set# # Test Date ~ (Ibs. force) (sq,in.) Type 01 SLR10280601 10/31/2006 130400 27.99 E-columnar 01 SLR10280602 11/04/2006 133960 27.99 C-cone/shear 01 SLR10280603 11/25/2006 01 SLR10280604 11/25/2006 28 01 SLR 10280605 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 /I//i'tfrp n~ 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 3 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 Coppel! (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-168 Report Date: 11/09/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 10/28/2006 Zach Hartgraves Clear 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 Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 02 SLR10280606 10/31/2006 3 117620 27.99 02 SLR10280607 11/04/2006 7 136020 27.99 02 SLR10280608 11/25/2006 28 02 SLR10280609 11/25/2006 28 02 SLR10280610 Hold Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A Time Batched: 09:10 1 in Air Content: 5.0 % 760 F Ambient Temperature: 680 F Paving: Westbound Sandy Lake, Sta. 18+00 to Sta. 9+87 Time Sampled: 09:30 Unit Weight: N/A Yardage (c.y.): 240 of 480 5' West of Sta. 14+00 Concrete Compression Test Results Strength (psi) 4200 4860 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, 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. 0' Page 2 of 3 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.: 687-5192-168 Report Date: 11/09/2006 Specifications Test Data Strength Slump Air Content Concrete Temperature Ambient Temperature 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 1 0/28/2006 Zach Hartgraves Clear On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 10:00 1.5 in Air Content: 5.0 % 810F Ambient Temperature: 730F Paving: Westbound Sandy Lake, Sta. 18+00 to Sta. 9+87 Time Sampled: 10:20 Unit Weight: N/A Yardage (c.y.): 380 of 480 Sample Location: Sta. 11+00 Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 03 SLR10280611 10/31/2006 3 107140 27.99 03 SLR10280612 11/04/2006 7 117800 27.99 03 SLR10280613 11/25/2006 28 03 SLR10280614 11/25/2006 28 03 SLR10280615 Hold Stren.Qth (pSI) 3830 4210 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, Inc 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. A' Page 3 of3 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 Coppel! (1) City of Coppel! (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-169 Report Date: 11/30/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 10/30/2006 Zach Hartgraves Clear/Sunny LMC/1701 ASTM C231 3000 psi @ 28 Days 4 in max n/a n/a n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 7172580 Time Batched: 13:23 4 in Air Content: 0.7 % 820 F Ambient Temperature: 770 F Street Light Foundation: Southeast Corner of Freeport and Sandy Lake Rd Time Sampled: 14:10 Unit Weight: N/A Yardage (c.y.): 10 of 10 Street Light Foundation: Southeast Corner of Freeport and Sandy Lake Rd Concrete Compression Test Results Cylinder Age Max Load Area stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR10300601 11/06/2006 7 102440 27.99 3660 E-columnar 01 SLR10300602 11/27/2006 28 137660 28.18 4880 E-columnar 01 SLR10300603 11/27/2006 28 140700 28.18 4990 C-cone/shear 01 SLR10300604 Hold 28 day average 4940 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 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. o I Page I of I Concrete Compression Test Report e M 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.: 687-5192-169 Report Date: 11/09/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3000 psi @ 28 Days 4 in max Test Data n/a n/a n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/30/2006 Zach Hartgraves Clear/Sunny LMC/1701 ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 7172580 Time Batched: 13:23 4 in Air Content: 0.7 % 820 F Ambient Temperature: 770 F Street Light Foundation: Southeast Corner of Freeport and Sandy Lake Rd Time Sampled: 14:10 Unit Weight: N/A Yardage (c.y.): 10 of 10 Sample Location: Street Light Foundation: Southeast Corner of Freeport and Sandy Lake Rd Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq,in.) 01 SLR10300601 11/06/2006 7 102440 27.99 01 SLR10300602 11/27/2006 28 01 SLR10300603 11/27/2006 28 01 SLR10300604 Hold Strength (pSI) 3660 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 CMJ Engineering, 'nc 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.: 687-5192-170 Report Date: 11/30/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/30/2006 Zach Hartgraves Clear/Breezy Southern Star/9618B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1537934 Time Batched: 13:55 Time Sampled: 15:20 3 in Air Content: 4.5 % Unit Weight: N/A 820 F Ambient Temperature: 770 F Yardage (c.y.): 5.5 of 5.5 Inlet Tops: Northside of Eastbound Sandy Lake Rd., Sta. 0+80.52, Storm Drain Lateral C12 Sample Location: Inlet Tops: Northside of Eastbound Sandy Lake Rd., Sta. 0+80.52, Storm Drain Lateral C12 Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 SLR10300605 11/06/2006 7 111460 27.99 3980 E-columnar 02 SLR10300606 11/27/2006 28 147740 28.18 5240 E-columnar 02 SLR10300607 11/27/2006 28 142660 28.18 5060 E-columnar 02 SLR10300608 Hold ~ ,/---- 28 day average 5150 /-r'("'~ ,,//' // .l It' / / CMJ Engineering, 'nc 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. o I 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.: 687-5192-170 Report Date: 11/09/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/30/2006 Zach Hartgraves Clear/Breezy Southern Star/9618B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1537934 Time Batched: 13:55 Time Sampled: 15:20 3 in Air Content: 4.5 % Unit Weight: N/A 820 F Ambient Temperature: 770 F Yardage (c.y.): 5.5 of 5.5 Inlet Tops: Northside of Eastbound Sandy Lake Rd., Sta. 0+80.52, Storm Drain Lateral C12 Sample Location: Inlet Tops: Northside of Eastbound Sandy Lake Rd., Sta. 0+80.52, Storm Drain Lateral C12 Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 02 SLR10300605 11/06/2006 7 111460 27.99 02 SLR10300606 11/27/2006 28 02 SLR10300607 11/27/2006 28 02 SLR10300608 Hold Strength (psi) 3980 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 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