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ST9902-LR060912 Concrr~ 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.: 687-5192-122 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 08/17/2006 Zach Hartgraves Clear/Calm Tiseo/2465H ASTM C231 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 Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 01 SlR08170601 08/24/2006 7 28.18 01 SlR08170602 09/14/2006 28 01 SlR08170603 09/14/2006 28 01 SlR08170604 Hold Ticket Number: Slump: Concrete Temperature: Placement location: Sample Location: N/A 3in 830 F Time Batched: 08:12 Time Sampled: 08:45 Air Content: 4.0 % Unit Weight: N/A Ambient Temperature: 850 F Yardage (c.y.): 40/250 Sandy lake Road, eastbound side right turn lane onto Oak Bend Drive at Station 48+50 to Station Paving: 46+00 3 feet north of south curb, 5 feet north of Station 48+00 Concrete Compression Test Results Strength (pSI) Fracture Type 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. * NO TEST DATA AVAILABLE; CYLINDERS REMOVED FROM CAST lOCATION BY PERSONS UNKNOWN. o gallons of water added on site **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of2 Concrn Compression Test Report C 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.: 687-5192-122 Report Date: 09/12/2006 Specifications Test Data 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 08/17/2006 Zach Hartgraves Clear/Calm Tiseo/2465H ASTM C231 Ticket Number: N/A Time Batched: 10:47 Time Sampled: 11 :30 Slump: 3 in Air Content: 5.0% Unit Weight: N/A Concrete Temperature: 940 F Ambient Temperature: 90" F Yardage (c.y.): 160/250 Placement location: Paving: In front of empty building just before north point at Station 29+30 Sample location: 2 feet south and 4 feet west of northeast corner of paving Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 02 SlR08170605 08/24/2006 7 28.18 02 SlR08170606 09/14/2006 28 02 SlR08170607 09/14/2006 28 02 SlR08170608 Hold Strength (psi) Fracture Type 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. * NO TEST DATA AVAILABLE; CYLINDERS REMOVED FROM CAST LOCATION BY PERSONS UNKNOWN. o gallons of water added on site **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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. OJ Page 2 of2 Concr( -~ 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.: 687-5192-086 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Concrete Temperature Ambient Temperature 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 07/26/2006 Travis Powell Cloudy/Breezy Tiseo/2465 ASTM C231 Strength Slump Air Content Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a Ticket Number: Slump: Concrete Temperature: Placement location: n/a Time Batched: 07:45 2 in Air Content: 4.5 % 920 F Ambient Temperature: 930 F Paving: N. Coppell Road Time Sampled: 08:20 Unit Weight: n/a Yardage (c.y.): 40 of 160 Sample location: Sta.53+50 Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SlR07260601 07/29/2006 3 85400 28.18 3030 C-cone/shear 01 SlR07260602 08/02/2006 7 100760 27.99 3600 E-columnar 01 SLR07260603 08/23/2006 28 129360 28.18 4590 E-columnar 01 SlR07260604 08/23/2006 28 130890 28.18 4640 E-columnar 28 day average 4620 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 **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. 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! Page 1 of2 Concn-' 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.: 687-5192-086 Report Date: 09/12/2006 Concrete Temperature Ambient Temperature 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 07/26/2006 Travis Powell Partly Cloudy/Light Wind Tiseo/2465 ASTM C231 Strength Slump Air Content Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a Ticket Number: Slump: Concrete Temperature: Placement location: n/a 4.75 in* 900 F Paving - Time Batched: 10:40 Air Content: 5.8 % Ambient Temperature: 820 F N. Coppell Road: Southbound lane from Sta. 1+14 to Sta. 3+85 Time Sampled: 11 :20 Unit Weight: n/a Yardage (c.y.): 160 of 160 Sample Location: Centerline of Southbound lane at Sta. 3+36 An asterisk (*) 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 02 SlR07260605 07/29/2006 3 74680 28.18 2650 C-cone/shear 02 SlR07260606 08/02/2006 7 90800 27.99 3240 C-cone/shear 02 SlR07260607 08/23/2006 28 116760 28.18 4140 E-columnar 02 SlR07260608 08/23/2006 28 111620 28.18 3960 C-cone/shear 28 day average 4050 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. o Gallons of Water Added On-Site * Non-Compliant: Contractor Notified **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. R. Carl Lee, S.E.T. Vice PresidentlCMT Manager CMJ Engineering, Inc 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 2 of2 Concrf - 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.: 687-5192-080 Report Date: 09/12/2006 ~* REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data 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 07/21/2006 Joshua Davis Sunny/Calm Southern Star/9618-B ASTM C231 Ticket Number: 1178312 Slump: 3 in Concrete Temperature: 1100 F Placement location: Inlet top, C1-3 Time Batched: 13:44 Air Content: 3.3 % Ambient Temperature: 1000 F Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 4.5/4.5 Sample location: Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SlR0721 0601 07/28/2006 7 133400 28.27 4720 E-columnar 01 SlR0721 0602 08/18/2006 28 158580 28.09 5650 C-cone/shear 01 SlR0721 0603 08/18/2006 28 161400 28.09 5750 E-columnar 01 SlR0721 0604 Hold 28 day average 5700 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 Better Inlets **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. 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 I Page 1 of 1 Concrr-' 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.: 687-5192-078 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 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 07/20/2006 Jory Goldring Clear/Calm Southern Star/Class C ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement location: 1260414 Time Batched: 13:19 3.75 in Air Content: 3.2 % 1020 F Ambient Temperature: 1050 F Manhole at Branchwood and Sandy lake Time Sampled: 14:10 Unit Weight: n/a Yardage (c.y.): 4.5 of 4.5 Sample location: Same Concrete Compression Test Results Cylinder Age Max Load Area Strenrrh Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SlR07200601 07/27/2006 7 105560 28.18 3750 E-columnar 01 SlR07200602 08/17/2006 28 138460 28.18 4910 E-columnar 01 SlR07200603 08/17/2006 28 139660 28.18 4960 E-columnar 01 SlR07200604 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. 5 Gallons of Water Added On-Site, Approved by: Contractor **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concrr -, Compression Test Report C 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.: 687-5192-074 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a 40. F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 07/19/2006 David McNeil Clear Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement location: Sample Location: 1178278 3.25 in 900 F Inlet Time Batched: 13:38 Air Content: 4.0 % Ambient Temperature: 980 F Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 7.5 of 7.5 Area located at Intersection of East Sandy lake Road and Branchwood Trail, South of East Sandy lake Road and East of Branchwood Trail Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SlR07190601 07/26/2006 7 106040 27.81 3810 E-columnar 01 SlR07190602 08/16/2006 28 140720 27.99 5030 E-columnar 01 SlR07190603 08/16/2006 28 136120 27.99 4860 C-cone/shear 01 SlR07190604 Hold 28 day average 4950 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concrr-"--'\ 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.: 687-5192-073 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data Strength Slump Air Content 3600 psi @ 28 Days 4 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method 07/18/2006 Richard Jones Partly Cloudy/Light Wind Southern Star/9618-B ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: 1260332 Time Batched: 13:30 4 in Air Content: 3.3 % 1010 F Ambient Temperature: 1030 F Inlet: Eastside of Branchwood at Sandy Lake, Sta. 0+15.43 Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 4 of 4 Sample Location: Inlet: Eastside of Branchwood at Sandy Lake, Sta. 0+15.43 Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR07180601 07/25/2006 7 118740 28.18 4210 E-columnar 01 SLR07180602 08/15/2006 28 151060 28.18 5360 C-cone/shear 01 SLR07180603 08/15/2006 28 155980 28.18 5530 E-columnar 01 SLR07180604 Hold 28 day average 5450 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: Clemendez **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. '\ CMJ Engineering, Inc 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. o I Page 1 of 1 Concr'.......~ 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.: 687-5192-072 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) -~ Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 07/17/2006 Jory Goldring Clear/No Wind Southern Star/9618-B ASTM C231 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 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 11798210 3.25 in 9rF Inlet Walls and Bottom 13:40 4.2% 1010 F Time Sampled: 14:10 Unit Weight: N/A Yardage (c.y.): 4 of 4 Time Batched: Air Content: Ambient Temperature: West side, Branchwood Dr, Sta. 0+19, Lat C1 - 2A Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR07170601 07/24/2006 7 125760 28.18 4460 E-columnar 01 SLR07170602 08/14/2006 28 150480 28.18 5340 E-columnar 01 SLR07170603 08/14/2006 28 148700 28.18 5280 C-cone/shear 01 SLR07170604 Hold 28 day average 5310 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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. Ot Page 1 of 1 Concrr 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.: 687-5192-070 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 1 .5 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 07/14/2006 Robert Dunnam Clear/Light Wind Tiseo/2446M ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1 Time Batched: 07:18 2.5 in* Air Content: 5.9 % 880 F Ambient Temperature: 830 F Paving: West Sandy Lake Rd, East bound, Sta. 52+50 to Sta. 53+90 Time Sampled: 07:45 Unit Weight: N/A Yardage (c.y.): 10 of 175 Sample Location: Sta. 53+90 An asterisk (*) 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 SLR07140601 07/17/2006 3 75960 28.09 2700 B-cone/split 01 SLR07140602 07/21/2006 7 91180 28.09 3250 C-cone/shear 01 SLR07140603 08/11/2006 28 111400 28.27 3940 E-columnar 01 SLR07140604 08/11/2006 28 115340 28.27 4080 C-cone/shear 01 SLR07140605 Hold 28 day average 4010 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 **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of2 eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concr'-' 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.: 687-5192-070 Report Date: 09/12/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 1.5inmax 3 % min 6 % max Test Data n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 07/14/2006 Robert Dunnam Clear/Light Wind Tiseo/2446M ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 18 Time Batched: 09:12 3 in. Air Content: 7.4 %* 900 F Ambient Temperature: 850 F Paving: West Sandy Lake Rd, East bound, Sta. 52+50 to Sta. 53+90 Time Sampled: 09:30 Unit Weight: N/A Yardage (c.y.): 180 of 180 Sample Location: Sta. 52+75 An asterisk (*) appears next to field data which does NOT meet specifications. Concrete Compression Test Results Cylinder Age Max Load Area strenWh Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 SLR07140606 07/17/2006 3 76520 28.09 2720 B-cone/split 02 SLR07140607 07/21/2006 7 106260 28.09 3780 E-columnar 02 SLR07140608 08/11/2006 28 119120 28.27 4210 C-cone/shear 02 SLR07140609 08/11/2006 28 122410 28.27 4330 E-columnar 02 SLR07140610 Hold 28 day average 4270 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 **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc '\ I 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 2 of2 Concrr~ 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.: 687-5192-064 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 06/27/2006 Contractor Made n/a Contractor Made/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max Ticket Number: Slump: Concrete Temperature: Placement Location: n/a n/a n/a Inlet Time Batched: Air Content: Ambient Temperature: n/a . n/a n/a Time Sampled: n/a Unit Weight: n/a Yardage (c.y.): n/a Sample Location: Inlet: West Sandy Lake, North Coppell Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06270601 07/05/2006 8 111840 28.27 3960 E-columnar 01 SLR06270602 07/25/2006 28 129360 28.18 4590 E-columnar 01 SLR06270603 07/25/2006 28 131740 28.18 4670 C-cone/shear 01 SLR06270604 Hold 28 day average 4630 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. ^^^ ALL INFORMATION PROVIDED BY CONTRACTOR ^^^ **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr~ 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.: 687-5192-063 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data Strength 3600 psi @ 28 Days Slump 4 in max Air Content 3 % min 6 % max Concrete Temperature n/a Ambient Temperature 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 06/29/2006 Brent Talcott Sunny/Light Breeze Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1180556 Time Batched: 13:38 2.5 in Air Content: 3.5 % 900 F Ambient Temperature: 920 F Inlet: Line C2-4, Sta. 0+07.37 Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 4.5 of 4.5 Sample Location: Inlet: Line C2-4, Sta. 0+07.37 Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR06290601 07/06/2006 7 147560 28.27 5220 E-columnar 01 SLR06290602 07/27/2006 28 178440 28.18 6330 E-columnar 01 SLR06290603 07/27/2006 28 176690 28.18 6270 E'-columnar 01 SLR06290604 Hold 28 day average 6300 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr~ Compression Test Report C 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.: 687-5192-062 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data Strength Slump Air Content 3600 psi @ 28 Days 4 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method 06/26/2006 Robert Dunnam Partly Cloudy/Light Wind Southern Star/9618-B ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: 1180377 Time Batched: 13:10 2.5 in Air Content: 2.2 %* 900 F Ambient Temperature: 87" F Inlet: C1-5 Oakbend and West Sandy Lake Road Time Sampled: 14:00 Unit Weight: n/a Yardage (c.y.): 4 of 4 Sample Location: Next to above An asterisk (*) 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 SLR06260601 07/03/2006 7 129320 28.27 4570 C-cone/shear 01 SLR06260602 07/24/2006 28 160700 28.18 5700 E-columnar 01 SLR06260603 07/24/2006 28 159700 28.18 5670 E-columnar 01 SLR06260604 Hold 28 day average 5690 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 * Non-Compliant: Contractor Notified **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. 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 1 of 1 Concrr 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.: 687-5192-116 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 3500 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 08/10/2006 Brent Talcott Clear/Light Breeze LMC/1551 ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 7196056 3in 9rF Time Batched: 11 :00 Time Sampled: 12:00 Air Content: 5.5 % Unit Weight: N/A Ambient Temperature: 920 F Yardage (c.y.): 10/20 N Coppell Road, northbound side, 500 feet north of Sandy Lake Road, 2 feet east of north Coppell Sidewalk: Road Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 02 SLR08100605 08/17/2006 7 89960 28.18 3190 E-columnar 02 SLR08100606 09/07/2006 28 125960 28.09 4480 E-columnar 02 SLR081 00607 09/07/2006 28 121980 28.09 4340 E-columnar 02 SLR08100608 Hold 28 day average 4410 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3500 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 ofl Concr~ 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.: 687-5192-061 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data -~ 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a 400 F min 06/23/2006 Josh Bridges Cloudy/Light Wind Southern Star/9618-B ASTM C231 Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1177945 Time Batched: 13:35 4 in Air Content: 3.2 % 880 F Ambient Temperature: 890 F Inlet - Station 8+99.27 and Station 0+15.99 Time Sampled: 14:10 Unit Weight: N/A_ Yardage (c.y.): 9/9 Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06230601 06/30/2006 7 112960 28.27 3990 E-columnar 01 SLR06230602 07/21/2006 28 144180 28.09 5130 C-cone/shear 01 SLR06230603 07/21/2006 28 143980 28.09 5130 E-columnar 01 SLR06230604 Hold 28 day average 5130 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr~ 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.: 687-5192-050 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data Strength Slump Air Content 3600 psi @ 28 Days 4 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method 06/06/2006 Phil Sommerville Clear/Breezy Southern Star/9618-B ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: 1181656 Time Batched: 13:13 4 in Air Content: 4.4 % 910 F Ambient Temperature: 950 F Inlet, south side Sandy Lake Road, C1-11 Time Sampled: 14:10 Unit Weight: N/A Yardage (c.y.): 4.5/4.5 Sample Location: Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06060601 06/13/2006 7 120820 27.99 4320 E-columnar 01 SLR06060602 07/05/2006 29 156700 28.27 5540 E-columnar 01 SLR06060603 07/05/2006 29 151160 28.27 5350 E-columnar 01 SLR06060604 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. 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 1 of 1 Concr'-'~ 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.: 687-5192-049 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data 06/05/2006 Phil Sommerville Partly CloudylWindy Southern Star/9618-B ASTM C231 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 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1179482 Time Batched: 13:34 Time Sampled: 14:25 3.5 in Air Content: 4.1 % Unit Weight: N/A 890 F AmbientTemperature: 860 F Yardage (c.y.): 5/5 Inlet bottom south side of Sandy Lake Road, west side of entrance to the church (751 Sandy Lake Road), Inlet #C-9 Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06050601 06/12/2006 7 144900 28.27 5120 C-cone/shear 01 SLR06050602 07/03/2006 28 170080 28.27 6010 E-columnar 01 SLR06050603 07/03/2006 28 166230 28.27 5880 E-columnar 01 SLR06050604 Hold 28 day average 5950 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, In 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] of 1 Concr~ 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.: 687-5192-048 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data Strength Slump Air Content 3600 psi @ 28 Days 4 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method 06/02/2006 Jonathan Hubbard Partly Cloudy Southern Star/9618-B ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: 1179466 Time Batched: 13:40 3.2% 860 F Time Sampled: 14:20 Unit Weight: N/A Yardage (c.y.): 4.5 of 4.5 3 in Air Content: 830 F Ambient Temperature: Inlet: South side of Sandy Lake at Sta. 0+7.37 Sample Location: Inlet: South side of Sandy Lake at Sta. 0+7.37 Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06020601 06/09/2006 7 131740 28.27 4660 E-columnar 01 SLR06020602 06/30/2006 28 152980 28.27 5410 E-columnar 01 SLR06020603 06/30/2006 28 160160 28.27 5660 E-columnar 01 SLR06020604 Hold 28 day average 5540 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr~ 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.: 687-5192-047 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 06/01/2006 Oscar Flores Cloudy Southern Star/9618-B ASTM C231 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 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1176977 Time Satched: 13:15 Time Sampled: 14:18 4 in Air Content: 3.2 % Unit Weight: N/A 860 F Ambient Temperature: 820 F Yardage (c.y.): 6.5 of 6.5 Inlets, Walls and Bottom: Westbound, Sta. 18+59 and Eastbound, Sta. 40+15 Westbound, Sta. 18+59 Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06010601 06/08/2006 7 126920 28.27 4490 E-columnar 01 SLR06010602 06/29/2006 28 146800 28.27 5190 C-cone/shear 01 SLR06010603 06/29/2006 28 150940 28.27 5340 E-columnar 01 SLR06010604 Hold 28 day average 5270 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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. o I Page 1 of 1 Concr ....~ 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.: 687-5192-046 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Sp~cifications 3600 psi @ 28 Days 4 in max Test Data Strength Slump Air Content Concrete Temperature Ambient Temperature 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 05/31/2006 Robert McElvany Cloudy/Breeze Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 177416 Time Batched: 13:40 3.5 in Air Content: 2.5 %* 820 F Ambient Temperature: 840 F Inlet Manhole: Sta. 2+10.17, SD-C2 Time Sampled: 14:50 Unit Weight: N/A Yardage (c.y.): 6.5 of 6.5 Sample Location: Inlet Manhole: Sta. 2+10.17, SD-C2 An asterisk (*) 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 SLR0531 0601 06/07/2006 7 126980 27.99 4540 E-columnar 01 SLR0531 0602 06/28/2006 28 150740 28.27 5330 E-columnar 01 SLR0531 0603 06/28/2006 28 156540 27.34 5730 E-columnar 01 SLR0531 0604 Hold 28 day average 5530 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, In 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 1 of 1 Concr---~ 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.: 687-5192-052 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 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 06/07/2006 Robert McElvany Clear/Breezy Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1181696 Time Batched: 14:00 3.5 in Air Content: 4.0 % 87" F Ambient Temperature: 920 F Manhole at Station 11 +68.30 Time Sampled: 14:45 Unit Weight: N/A Yardage (c.y.): 4.5/4.5 Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR06070601 06/14/2006 7 143820 28.27 5090 C-cone/shear 01 SLR06070602 07/05/2006 28 182940 28.27 6470 E-columnar 01 SLR06070603 07/05/2006 28 184260 28.27 6520 E-columnar 01 SLR06070604 Hold 28 day average 6500 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr~ 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.: 687-5192-045 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 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 05/30/2006 Jonathan Hubbard Partly Cloudy Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1177376 Time Batched: 13:40 3.5 in Air Content: 3.2 % 820 F Ambient Temperature: 850 F Inlets: South side of Sandy Lake Rd at Sta. 28+63.66 Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 2.5 of 2.5 Inlets: South side of Sandy Lake Rd at Sta. 28+63.66 Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR05300601 06/06/2006 7 134860 28.27 4770 E-columnar 01 SLR05300602 06/27/2006 28 159720 28.27 5650 C-cone/shear 01 SLR05300603 06/27/2006 28 160500 28.27 5680 E-columnar 01 SLR05300604 Hold 28 day average 5670 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 C M J ENG1NEERrNG, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concr~e 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.: 687-5192-038 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 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 05/18/2006 Larry Smallwood Clear/Calm Southern Star/9318B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1177103 Time Batched: 14:17 3.75 in Air Content: 3.4 % 880 F Ambient Temperature: 910 F Inlet Bottom: A2-6 (Sta. #0+09.91) and A2-4 (Sta. #0+16.74) Time Sampled: 15:20 Unit Weight: n/a Yardage (c.y.): 8 of 8 Sample Location: Same as Above Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR05180601 OS/25/2006 7 99400 28.27 3520 E-columnar 01 SLR05180602 06/15/2006 28 116060 27.99 4150 C-cone/shear 01 SLR05180603 06/15/2006 28 120430 27.99 4300 E-columnar 01 SLR05180604 Hold 28 day average 4230 Nonmal 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 Pagelofl Concr-c.~ Compression Test Report eM J ENGfNEERING, 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.: 687-5192-037 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Concrete Temperature Ambient Temperature S pacifications Test Data 05/17/2006 Robert McElvany Clear/Breezy Southern Star/9618-B ASTM C231 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 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1179139 Time Batched: 13:46 Time Sampled: 14:15 3 in Air Content: 3.3 % Unit Weight: N/A 800 F Ambient Temperature: 800 F Yardage (c.y.): 4/4 Manhole top Station 13+44 storm drain Line A2, manhole base and walls Station 17+82, storm drain line A2, just west of Royal Lane Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in. ) (psi Type 01 SLR05170601 OS/24/2006 7 128120 27.53 4650 E-columnar 01 SLR05170602 06/14/2006 28 150400 28.27 5320 E-columnar 01 SLR05170603 06/14/2006 28 154600 28.27 5470 C-cone/shear 01 SLR05170604 Hold 28 day average 5400 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. o gallons of water added on site **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. /' CMJ Engineering, Inc 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 1 of 1 Concret4...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.: 687-5192-115 Report Date: 09/12/2006 3 % min 6 % max 550 F min 900 F max 400 F min 1000 F max Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 08/1 0/2006 Brent Talcott Clear/Light Breeze Tiseo/2465M ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max ii~ ~- ~::;~_~ _':==-~::::T~ ~-" ;,'; M .- .~;':~!?~::. ,. '[f{~i, ~ S1:~~~Z ~.,~ :~ __~:~.:~:,-~'~"~._~-.~ _~ ~. -~:~ ~ - ~-~] Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 10:57 Time Sampled: 10:20 4 in Air Content: 6.5 %* Unit Weight: N/A 960 F* Ambient Temperature: 880 F Yardage (c.y.): 38/100 Paving: Median/turning lane of Royal lane, running from Station 10+50 to Station 9+00 Sample Location: Station 10+70 An asterisk (*) appears next to field data which does NOT meet specifications. Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR081 00601 08/17/2006 7 104560 28.18 3710 E-columnar 01 SLR081 00602 09/07/2006 28 124780 28.09 ef E-columnar 01 SLR081 00603 09/07/2006 28 122720 28.09 E-columnar 01 SLR081 00604 Hold 28 day average 4410 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 C1 CMJ Engineering, In R. Carl Lee, S.E.T. Vice President/CMT Manager o gallons of water added on site * Non-Compliant: Contractor Notified (Angelo, w/ Tiseo) CfI/~(ly 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 1 of 1 Concr~ 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 CoppeU (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-034 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 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 05/03/2006 n/a Contractor Made/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: n/a n/a n/a Headwall on A 1, A2, A3 Time Batched: Air Content: Ambient Temperature: n/a n/a n/a Time Sampled: n/a Unit Weight: n/a Yardage (c.y.): n/a Sample Location: Same Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR05030601 05/12/2006 9 122160 27.99 4360 E-columnar 01 SLR05030602 05/31/2006 28 130900 27.99 4680 E-columnar 01 SLR05030603 05/31/2006 28 129160 27.99 4610 E-columnar 01 SLR05030604 05/31/2006 28 126560 27.99 4520 E-columnar 28 day average 4600 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. *ALL INFORMATION PROVIDED BY THE CONTRACTOR* **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr~ Compression Test Report C 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.: 687-5192-033 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Test Data Specifications Strength Slump Air Content 3600 psi @ 28 Days 4 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method 04/27/2006 Josh Bridges Sunny/Light Wind Southern Star/9618B ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: 1025193 Time Batched: 13:17 5.5 in* Air Content: 4.7 % 820 F Ambient Temperature: 800 F Storm Drain: Sta. 0+98.85, Line A-1 Time Sampled: 14:05 Unit Weight: N/A Yardage (c.y.): 9 of 9 Sample Location: 15' East from Sta. 0+98.85, Line A-1 An asterisk (*) 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 SLR04270601 05/04/2006 7 108580 28.18 3850 C-cone/shear 01 SLR04270602 OS/25/2006 28 129120 28.27 4570 E-columnar 01 SLR04270603 OS/25/2006 28 128580 28.27 4550 E-columnar 01 SLR04270604 Hold 28 day average 4560 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and ar as 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 Concr~ 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.: 687-5192-032 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 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 04/25/2006 Robert McElvany Clear/Breezy Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 957192 Time Batched: 13:37 3 in Air Content: 4.0 % 760 F Ambient Temperature: 690 F Manhole Station 0+25.83, Line C-1, second lift Time Sampled: 14:20 Unit Weight: N/A Yardage (c.y.): 4/4 Sample Location: Same as above Concrete Compression Test Results Cylinder Age Max Load Area Strenth Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR04250601 05/02/2006 7 126780 27.81 4560 C-cone/shear 01 SLR04250602 OS/23/2006 28 148420 27.99 5300 E-columnar 01 SLR04250603 OS/23/2006 28 146980 27.99 5250 E-columnar 01 SLR04250604 Hold 28 day average 5280 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. o gallons of water added on site **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concr'--~ 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.: 687-5192-031 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 1-----.. Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 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 04/24/2006 Robert McElvany Clear/Breezy Southern Star/9618B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 957172 Time Batched: 13:57 3 in Air Content: 4.0 % 820 F Ambient Temperature: 800 F Manhole Station 1+25.83 at Line C-1 Time Sampled: 14:30 Unit Weight: N/A Yardage (c.y.): 5/5.5 Same as above Concrete Compression Test Results Cylinder Age Max Load Area StrenJth Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR04240601 05/01/2006 7 121160 27.99 4330 C-cone/shear 01 SLR04240602 OS/22/2006 28 166360 27.99 5940 E-columnar 01 SLR04240603 OS/22/2006 28 163120 27.99 5830 E-columnar 01 SLR04240604 Hold 28 day average 5890 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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. Page 1 of 1 Concr~ Compression Test Report C 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.: 687-5192-029 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Strength Slump Air Content Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 04/19/2006 Joshua Davis Mostly Sunny/Light Wind Southern Star/9618-B ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: 957138 2.75 in 800 F Inlet Top: Time Batched: 1427 Air Content: 3.7 % Ambient Temperature: 790 F Line "C-1", Sta. 17+29.79, Line "A-2", Sta. 17+28.95 Time Sampled: 1445 Unit Weight: N/A Yardage (c.y.): 5.5 of 5.5 Sample Location: Inlet Top: Line "C-1", Sta. 17+29.79, Line "A-2", Sta. 17+28.95 Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR0419060 1 04/26/2006 7 112920 27.90 4050 C-cone/shear 01 SLR04190602 05/17/2006 28 148520 28.09 5290 E-columnar 01 SLR04190603 05/17/2006 28 146720 28.09 5220 E-columnar 01 SLR04190604 Hold 28 day average 5260 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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. Page 1 of 1 Concrr-, 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.: 687-5192-028 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) 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 04/18/2006 Richard Jones Clear/Calm Southern Star/9618-B ASTM C231 Cylinder Age Max Load Set# # Test Date (days) (Ibs. force) 01 SLR0418060 1 04/25/2006 7 119940 01 SLR04180602 05/16/2006 28 154320 01 SLR04180603 05/16/2006 28 152090 01 SLR04180604 Hold Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 957095 Time Batched: 0145 3.5 in Air Content: 3.0 % 900 F Ambient Temperature: 980 F Inlet Walls, Southbound Side of Royal Lane at Corner of Sandy Lake Road Time Sampled: 0230 Unit Weight: n/a Yardage (c.y.): 4 of 4 Same Concrete Compression Test Results fi!f!~ ,/ ./ Strength (psi) 4270 5490 5410 Fracture Type C-cone/shear E-columnar C-cone/shear . .------.. -" . Area (sq.in.) / 28~ 28.09 28.09 28 day average 5450 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum tem rature. J ev\lle. 1Jf{f q-1L1' ~ CMJ Engineering, Inc L- . ~~ 1iO (1 7 c;lfef/ " ~'<'. J 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 1 of 1 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.: 687-5192-114 Report Date: 09/12/2006 Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max n/a 400 F min Test Data Strength Slump Air Content Placement Date Sampled By Weather Supplier/Mix Air Content Method 08/09/2006 Brent Talcott Clear/Light Breeze Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1257754 Time Batched: 13:28 4 in Air Content: 5.2 % 990 F Ambient Temperature: 980 F Inlet: Southbound side of Royal Road, Station 11 +00 Time Sampled: 14:05 Unit Weight: N/A Yardage (c.y.): 5/5 Sample Location: Same as above Concrete Compression Test Results Cylinder Age Max Load Area StrenJth Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 08 SLR08090631 08/16/2006 7 95420 27.99 3410 C-cone/shear 08 SLR08090632 09/06/2006 28 119460 27.99 4270 C-cone/shear 08 SLR08090633 09/06/2006 28 121080 27.99 4320 E-columnar 08 SLR08090634 Hold 28 day average 4300 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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, ,an areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are prodU d 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 ofl Concrete Compression Test Report eM J ENGINEERING, TNC. 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.: 687-5192-113 Report Date: 09/12/2006 Concrete Temperature Ambient Temperature 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 08/09/2006 Brent Talcott Clear/Light Breeze LMC/1551 ASTM C231 Strength Slump Air Content Specifications 3500 psi @ 28 Days 4 in max 3 % min 6 % max n/a Ticket Number: Slump: Concrete Temperature: Placement Location: 7168981 Time Batched: 12:43 4 in Air Content: 5.5 % 980 F Ambient Temperature: 980 F Sidewalk, equal with Station 53+00, 75 feet north of Sandy Lake Road Time Sampled: 13:45 Unit Weight: N/A Yardage (c.y.): 20/30 Sample Location: Same as above Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 07 SLR08090627 08/16/2006 7 78440 27.99 2800 B-cone/split 07 SLR08090628 09/06/2006 28 110740 27.99 3960 E-columnar 07 SLR08090629 09/06/2006 28 106580 27.99 3810 E-columnar 07 SLR08090630 Hold 28 day average 3890 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3500 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. i CMJ Engineering, In! 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 1 of 1 Concr~ 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.: 687-5192-103 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) f-------~-~- Strength Slump Air Content Concrete Temperature Ambient Temperature Sp~cifications Test Data 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 08/03/2006 Travis Powell Clear/Light Breeze N/ AlN/ A ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: N/A 4 in Air Content: 4.5 % 900 F Ambient Temperature: 990 F Intersectioins on North Coppell Road Time Sampled: 12:00 Unit Weight: N/A Yardage (c.y.): 20/20 Sample Location: Station 2+55 North Coppell Road on both sides of the road and at Station 3+60 on North Coppell Road Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR08030601 08/07/2006 4 98200 28.09 3500 C-cone/shear 01 SLR08030602 08/10/2006 7 105540 28.27 3730 E-columnar 01 SLR08030603 08/31/2006 28 127380 28.09 4530 C-cone/shear 01 SLR08030604 08/31/2006 28 129760 28.09 4620 E-columnar 01 SLR08030605 Hold 28 day average 4580 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 **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. 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. o I Page 1 of 1 Concrr::"", 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.: 687-5192-101 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Concrete Temperature Ambient Temperature Specifications 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 08/01/2006 Travis Powell Clear/Calm Southern Star/9618-B ASTM C231 Strength Slump Air Content Ticket Number: 1268129 Slump: 3 in Concrete Temperature: 920 F Placement Location: Inlet Top and Throat Time Batched: 13:31 Air Content: 3.2 % Ambient Temperature: 980 F Time Sampled: 14:30 Unit Weight: N/A Yardage (c.y.): 8 of 8 Sample Location: Inlet: Sta. 0+15 on Coppell Rd. Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR08010601 08/08/2006 7 128800 28.18 4570 E-columnar 01 SLR08010602 08/29/2006 28 149600 28.18 5310 E-columnar . 01 SLR08010603 08/29/2006 28 149480 28.18 5300 E-columnar 01 SLR08010604 Hold 28 day average 5310 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 **REVISED REPORT 9/12/2006** Strength specification changed from 3000 to 3600 Concrete temperature specification removed Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concrr- 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.: 687-5192-091 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) Specifications Test Data ----- Strength 3600 psi @ 28 Days Placement Date 07/28/2006 Slump 4 in max Sampled By Travis Powell Air Content 3 % min 6 % max Weather Mostly Cloudy/Breezy Concrete Temperature n/a Supplier/Mix Tiseo/2465H Ambient Temperature 400 F min Air Content Method ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A 3.25 in 900 F Curb and Gutter: Time Batched: Air Content: Ambient Temperature: Coppell Road 13:44 5.2% 940 F Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 10 of 10 Sample Location: Coppell Road, Sta. 3+00 Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR07280601 07/31/2006 3 94500 28.27 3340 C-cone/shear 01 SLR07280602 08/04/2006 7 113040 28.09 4020 E-columnar 01 SLR07280603 08/25/2006 28 141480 27.99 5050 C-cone/shear 01 SLR07280604 08/25/2006 28 144420 27.99 5160 E-columnar 01 SLR07280605 Hold 28 day average 5110 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 **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of 1 Concrr -, 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.: 687-5192-089 Report Date: 09/12/2006 ** REVISED REPORT ** (SEE COMMENTS BELOW) n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 07/27/2006 Robert Dunnam Clear/Light Wind Tiseo/2465H ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max 3 % min 6 % max Ticket Number: Slump: Concrete Temperature: Placement Location: Batch 163 Time Batched: 07:26 4 in Air Content: 5.8 % 860 F Ambient Temperature: 790 F Paving: Westboundllntersection, Sta. 53+00 to Sta. 53+75 Time Sampled: 07:45 Unit Weight: n/a Yardage (c.y.): 10 of 250 Sample Location: Same Concrete Compression Test Results Cylinder Age Max Load Area Stren}th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (psi Type 01 SLR07270601 08/03/2006 7 97320 28.18 3450 C-cone/shear 01 SLR07270602 08/24/2006 28 122220 28.18 4340 E-columnar 01 SLR07270603 08/24/2006 28 123660 28.18 4390 E-columnar 01 SLR07270604 Hold 28 day average 4370 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 **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. CMJ Engineering, Inc 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 1 of2 Concrr- 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.: 687-5192-089 Report Date: 09/12/2006 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 07/27/2006 Robert Dunnam Clear/Light Wind Tiseo/2465H ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Batch 163 Time Batched: 10:08 5 in* Air Content: 5.7 % 930 F Ambient Temperature: 880 F Paving: Northbound Coppell Rd., North Sta. 1+14.1 to Sta. 3+84 Time Sampled: 10:58 Unit Weight: n/a Yardage (c.y.): 160 fo 250 Sample Location: Sta. 2+30.08 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 02 SLR07270605 08/03/2006 7 103240 28.18 3660 C-cone/shear 02 SLR07270606 08/24/2006 28 125400 28.18 4450 E-columnar 02 SLR07270607 08/24/2006 28 123960 28.18 4400 E-columnar 02 SLR07270608 Hold 28 day average 4430 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 * Non-Compliant: Contractor Notified **REVISED REPORT 9/12/2006** Concrete temperature specification removed. Ambient temperature specification revised to remove maximum temperature. R. Carl Lee, S.E.T. Vice President/CMT Manager CMJ Engineering, Inc 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 2 of 2