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ST9902-LR061120 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.: 687-5192-187 Report Date: 12/11/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 5 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/08/2006 Zach Hartgraves Sunny/Clear Redi Mix/732 ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 179650 Time Batched: 09:00 5 in Air Content: 4.0 % 760 F Ambient Temperature: 680 F Stamped Paving: Westbound Sandy Lake Rd. at Freeport Intersection Time Sampled: 10:15 Unit Weight: N/A Yardage (c.y.): 10 of 20 Sample Location: Wests ide of Intersection at Sta. 41 +50 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR11080601 11/15/2006 7 96200 28.18 3410 C-cone/shear 01 SLR11080602 12/06/2006 28 115920 27,99 4140 B-cone/split 01 SLR11080603 12/06/2006 28 120430 27.99 4300 E-columnar 01 SLR 11080604 Hold 28 day average 4220 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 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: Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-188 Report Date: 12/12/2006 Concrete Temperature Ambient Temperature n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11109/2006 Jonathan Hubbard Partly Cloudy/Calm Redi Mix/724 ASTM C231 Strength Slump Air Content Specifications 3000 psi @ 28 Days 5 in min 7 in max n/a n/a Ticket Number: 179824 Time Batched: 13:36 Time Sampled: 14:45 Slump: 3.5 in* Air Content: 1.8 % Unit Weight: N/A Concrete Temperature: 780 F Ambient Temperature: 830 F Yardage (c.y.): 3 of 7 Placement Location: Monument Piers: Sandy Lake Rd, Sta. 9+82.88 Sample Location: Monument Piers: Sandy Lake Rd, Sta. 9+82.88 An asterisk (*) appears next to field data which does NOT meet specifications. Concrete Compression Test Results Cylinder Age Max Load Area Strenth Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR11090601 11/16/2006 7 94860 27.99 3390 B-cone/split 01 SLR11090602 12/07/2006 28 128220 28.09 4560 C-cone/shear 01 SLR11090603 12/07/2006 28 125240 28.09 4460 C-cone/shear 01 SLR11090604 Hold 28 day average 4510 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. * Non-Compliant: Contractor Notified 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 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.: 687-5192-189 Report Date: 12/12/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 11/09/2006 Josh Bridges Partly CloudylWindy Redi Mix/732 ASTM C231 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 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 179783 Time Batched: 09:25 Time Sampled: 10:35 4.75 in Air Content: 4.1 % Unit Weight: N/A 720 F Ambient Temperature: 740 F Yardage (c.y.): 10 of 10 Stamped Concrete: Westbound Sandy Lake Rd at Northeast Corner of Sandy Lake and Royal Lane South half of Stamped Concrete at Northeast Corner of Sandy Lake and Royal Lane Concrete Compression Test Results Cylinder Age Max Load Area Strenijth Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 SLR11090605 11/16/2006 7 103600 27.99 3700 C-cone/shear 02 SLR11090606 12/07/2006 28 137500 28.09 4900 E-columnar 02 SLR11090607 12/07/2006 28 135130 28.09 4810 E-columnar 02 SLR11090608 Hold 28 day average 4860 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. 5 Gallons of Water Added On-Site, approved by: John w/Tiseo 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.: 687-5192-190 Report Date: 12/13/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 3000 psi @ 28 Days 5 in min 7 in max n/a n/a n/a 11/10/2006 Jory Goldring Clear/Windy Redi Mix/724 ASTM C231 Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 567399 Time Batched: 12:32 3.75 in* Air Content: 3.2 % 800 F Ambient Temperature: 740 F Pier Cap for Monument Sign Time Sampled: 14:00 Unit Weight: N/A Yardage (c.y.): 10 of 10 Pier Cap for Monument Sign An asterisk (0) appears next to field data which does NOT meet specifications. Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR11100601 11/17/2006 7 87660 27.99 3130 B-cone/split 01 SLR 11100602 12/08/2006 28 118940 28.09 4230 E-columnar 01 SLR11100603 12/08/2006 28 116680 28.09 4150 E-columnar 01 SLR11100604 Hold 28 day average 4190 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1 064, and C617 or C1231. * Non-Compliant o Gallons of Water Added On-Site CMJ Engineering, 'nc I 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] 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.: 687-5192-187 Report Date: 11/20/2006 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/08/2006 Zach Hartgraves Sunny/Clear Redi Mix/732 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: 179650 Time Batched: 09:00 5 in Air Content: 4.0 % 760 F Ambient Temperature: 680 F Stamped Paving: Westbound Sandy Lake Rd. at Freeport Intersection Time Sampled: 10:15 Unit Weight: N/A Yardage (c.y.): 10 of 20 Sample Location: Westside of Intersection at Sta. 41 +50 Concrete Compression Test Results Cylinder Age Max Load Area Set # # Test Date (days) (Ibs. force) (sq.in.) 01 SLR11080601 11/15/2006 7 96200 28.18 01 SLR11080602 12/06/2006 28 01 SLR11080603 12/06/2006 28 01 SLR11080604 Hold Stren,gth (pSI) 3410 Fracture Type 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, 'nc R. Carl Lee, .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. 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.: 687-5192-188 Report Date: 11/20/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3000 psi @ 28 Days 5 in min 7 in max Test Data n/a n/a n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/09/2006 Jonathan Hubbard Partly Cloudy/Calm Redi Mix/724 ASTM C231 Ticket Number: 179824 Time Batched: 13:36 Time Sampled: 14:45 Slump: 3.5 in* Air Content: 1.8 % Unit Weight: N/A Concrete Temperature: 780 F Ambient Temperature: 830 F Yardage (c.y.): 3 of 7 Placement Location: Monument Piers: Sandy Lake Rd, Sta. 9+82.88 Sample Location: Monument Piers: Sandy Lake Rd, Sta. 9+82.88 An asterisk (*) appears next to field data which does NOT meet specifications. Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 01 SLR11090601 11/16/2006 7 94860 27.99 01 SLR11090602 12/07/2006 28 01 SLR11090603 12/07/2006 28 01 SLR11090604 Hold Stren.9th (pSI) 3390 Fracture Type B-cone/split 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. * Non-Compliant: Contractor Notified 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 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.: 687-5192-189 Report Date: 11/20/2006 -- ~ --~ Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 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 11/09/2006 Josh Bridges Partly Cloudy/Windy Redi Mix/732 ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 179783 4.75 in 720 F Stamped Concrete: Time Batched: 09:25 Time Sampled: 10:35 Air Content: 4.1 % Unit Weight: N/A AmbientTemperature: 740 F Yardage (c.y.): 10 of 10 Westbound Sandy Lake Rd at Northeast Corner of Sandy Lake and Royal Lane Sample Location: South half of Stamped Concrete at Northeast Corner of Sandy Lake and Royal Lane Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 02 SLR11090605 11/16/2006 7 103600 27.99 02 SLR11090606 12/07/2006 28 02 SLR11090607 12/07/2006 28 02 SLR11090608 Hold Stren.9th (pSI) 3700 Fracture Type C-cone/shear Normal cylinder size: 6" x 12" Field and laboratory lests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. 5 Gallons of Water Added On-Site, approved by: John wfriseo LIMITATIONS: The test results presented in this report apply only to the specific samples, i ms, 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 1 of 1 R. arl Lee, S.E.T. Vice President/CMT Manager 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 COPPerl West Sandy Lake d Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-190 Report Date: 11/20/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3000 psi @ 28 Days 5 in min 7 in max Test Data n/a n/a n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/10/2006 Jory Goldring Clear/Windy Redi Mix/724 ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 567399 Time Satched: 12:32 3.75 in* Air Content: 3.2 % 800 F Ambient Temperature: 740 F Pier Cap for Monument Sign Time Sampled: 14:00 Unit Weight: N/A Yardage (c.y.): 10 of 10 Concrete Compression Test Results rilC{ Sample Location: Pier Cap for Monument Sign An asterisk (*) appears next to field data which does NOT meet specifications. Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR11100601 11/17/2006 7 87660 27.99 3130 B-cone/split 01 SLR11100602 12/08/2006 28 01 SLR11100603 12/08/2006 28 01 SLR11100604 Hold Normal cylinder size! 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1 064, and C617 or C1231. * Non-Compliant o Gallons of Water On-Site CMJ Engineering, I C R. Carl e, S.E.T. Vice President/GMT Manager /tt7'~ It 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