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ST9902-LR061115 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 Reco nstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-177 Report Date: 12/05/2006 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 11/02/2006 Jon Lewis Partly Cloudy/Calm Southern Star/9618-B ASTM C231 Ticket Number: 1449299 Slump: 6 in* Concrete Temperature: 780 F Placement Location: Storm Drain Inlet #A-1 Time Batched: 14:01 Air Content: 5.1 % Ambient Temperature: 600 F Time Sampled: 14:30 Unit Weight: N/A Yardage (c.y.): 5.5 of 5.5 Sample Location: Storm Drain Inlet #A-1 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 SLR 11020601 11/09/2006 7 100240 27.99 3580 C-cone/shear 01 SLR 11020602 11/30/2006 28 132220 28.18 4690 C-cone/shear 01 SLR11020603 11/30/2006 28 130320 28.18 4620 C-cone/shear 01 SLR11020604 Hold 28 day average 4660 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 {John Gay wfTiseo} 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. 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.: 687-5192-178 Report Date: 12/06/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max Test Data n/a 40. F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/03/2006 Randy Boots Clear Tiseo/2465MW ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 07:29 Time Sampled: 08:00 2 in Air Content: 4.6 % Unit Weight: N/A 600 F Ambient Temperature: 460 F Yardage (c.y.): 10 of 120 Paving: Westbound Sandy Lake Rd, Left Turn Lane at Sta. 18+50 to Sta. 20+50 Sample Location: Sta. 19+50 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR11030601 11/06/2006 3 112860 27.99 4030 C-cone/shear 01 SLR 11030602 11/10/2006 7 127300 27.90 4560 E-columnar 01 SLR11030603 12/01/2006 28 143780 27.99 5140 E-columnar 01 SLR11030604 12/01/2006 28 145310 27.99 5190 E-columnar 01 SLR 11030605 Hold 28 day average 5170 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On~Site CMJ Engineering, 'n R. Carl Lee, SET. Vice President/CMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 0] Page I of2 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.: 687-5192-178 Report Date: 12/06/2006 Specifications Test Data Strength Slump Air Content Concrete Temperature Ambient Temperature 3600 psi @ 28 Days 2 in max 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/03/2006 Randy Boots Clear Tiseo/2465MW ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A Time Batched: 09:26 Time Sampled: 09:45 2 in Air Content: 4.7 % Unit Weight: N/A 630 F AmbientTemperature: 490 F Yardage (c.y.): 110 of 120 Paving: Westbound Sandy Lake Rd., South Turn Lane at Royal Ln, Sta. 16+42 to Sta. 12+96 30' East of Intersection, 5' North of Curb Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 SLR11030606 11/06/2006 3 97120 27.99 3470 E-columnar 02 SLR11030607 11/10/2006 7 127020 27.90 4550 E-columnar 02 SLR11030608 12/01/2006 28 180140 27.99 6430 E-columnar 02 SLR11030609 12/01/2006 28 176690 27.99 6310 E-columnar 02 SLR11030610 Hold 28 day average 6370 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, S.E.T. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page 2 of2 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.: 687-5192-179 Report Date: 12/06/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 11/03/2006 Randy Boots Clear Tiseo/2465HW 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: N/A Time Batched: 09:53 Time Sampled: 10:30 5 in Air Content: 5.2 % Unit Weight: N/A 610 F AmbientTemperature: 500 F Yardage (c.y.): 10 of 150 Paving: South half of Crossover at Sandy Lake Rd and Royal Ln, Sta. 12+96 to Sta. 11+29 and Sta. 36+25 to Sta. 38+24 10' West of East curb, 15' North of Westbound Lane Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 03 SLR11030611 11/06/2006 3 94120 27.99 3360 E-columnar 03 SLR11030612 11/10/2006 7 106020 27.90 3800 C-cone/shear 03 SLR11030613 12/01/2006 28 129080 27.99 4610 E-columnar 03 SLR11030614 12/01/2006 28 130890 27.99 4680 E-columnar 03 SLR11030615 Hold 28 day average 4650 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, S.E.T. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, 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 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 of2 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.: 687-5192-179 Report Date: 12/06/2006 n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/03/2006 Randy Boots Clear Tiseo/2465HW ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 5 in max 3 % min 6 % max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 13:35 5 in Air Content: 4.6 % 660 F Ambient Temperature: 57" F Paving: North side of Crossover at Sta. 46+50 to Sta. 47+50 Time Sampled: 13:40 Unit Weight: N/A Yardage (c.y.): 120 of 150 Sample Location: 10' East of West curb, 5' North of Eastbound Lane Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in,) (pSI Type 04 SLR11030616 11/06/2006 3 113780 27.99 4060 C-cone/shear 04 SLR11030617 11/10/2006 7 129300 27.90 4630 C-cone/shear 04 SLR11030618 12/01/2006 28 169340 27.99 6050 E-columnar 04 SLR11030619 12/01/2006 28 167080 27.99 5970 E-columnar 04 SLR11030620 Hold 28 day average 6010 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, SET. Vice PresidenVCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a'ld. reas 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 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.: 687-5192-180 Report Date: 12/06/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 4 in max Test Data 3 % min 6 % max n/a 40. F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/03/2006 Randy Boots Clear Southem Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: 1538068 Time Batched: 13:25 4 in Air Content: 3.9 % 690 F Ambient Temperature: 600 F Inlet Top and Throat at Sta. 15+37 Time Sampled: 14:45 Unit Weight: N/A Yardage (c.y.): 5.5 of 5.5 Sample Location: Inlet Top and Throat at Sta. 15+37 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 05 SLR11030621 11/10/2006 7 150880 27.90 5410 E-columnar 05 SLR11030622 12/01/2006 28 171880 27.99 6140 E-columnar 05 SLR11030623 12/01/2006 28 174140 27.99 6220 C-cone/shear 05 SLR11030624 Hold 28 day average 6180 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 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. no 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.: 687-5192-181 Report Date: 12/06/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 5 in max 3 % min 6 % max Test Data n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 11/03/2006 Randy Boots Clear Redi Mix/732 ASTM C231 Ticket Number: 179531 Time Batched: 14:55 Time Sampled: 15:15 Slump: 5in Air Content: 3.9% Unit Weight: N/A Concrete Temperature: 690 F Ambient Temperature: 600 F Yardage (c.y.): 10 of 10 Placement Location: Paving: Intersection of Freeport and Sandy Lake Rd Sample Location: 2' South, 2' West of Northeast Corner Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 06 SLR11030625 11/10/2006 7 92980 27.90 3330 C-cone/shear 06 SLR11030626 12/01/2006 28 128640 27.99 4600 E-columnar 06 SLR11030627 12/01/2006 28 126650 27.99 4520 C-cone/shear 06 SLR11030628 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. o Gallons of Water Added On-Site CMJ Engineering, Inc R. Carl Lee, SET. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of I Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-177 Report Date: 11/15/2006 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 11/02/2006 Jon Lewis Partly Cloudy/Calm Southern Star/9618-B ASTM C231 Ticket Number: 1449299 Slump: 6 in* Concrete Temperature: 780 F Placement Location: Storm Drain Inlet #A-1 Time Batched: 14:01 Air Content: 5.1 % Ambient Temperature: 600 F Time Sampled: 14:30 Unit Weight: N/A Yardage (c.y.): 5.5 of 5.5 Sample Location: Storm Drain Inlet #A-1 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 SLR11020601 11/09/2006 7 100240 27,99 01 SLR11020602 11/30/2006 28 01 SLR11020603 11/30/2006 28 01 SLR 11020604 Hold Stren,gth (pSI) 3580 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. * Non-Compliant: Contractor Notified {John Gay w/Tiseo} o Gallons of Water Added On-Site CMJ Engineering, , R. Carl Lee, S.E.T. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 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.: 687-5192-178 Report Date: 11/15/2006 3 % min 6 % max n/a 40. F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/03/2006 Randy Boots Clear Tiseo/2465MW ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 07:29 Time Sampled: 08:00 2 in Air Content: 4.6 % Unit Weight: N/A 600 F Ambient Temperature: 460 F Yardage (c.y.): 10 of 120 Paving: Westbound Sandy Lake Rd, Left Turn Lane at Sta. 18+50 to Sta. 20+50 Sample Location: Sta. 19+50 Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 01 SLR11030601 11/06/2006 3 112860 27.99 01 SLR11030602 11/10/2006 7 127300 27.90 01 SLR11030603 12/01/2006 28 01 SLR11030604 12/01/2006 28 01 SLR 11030605 Hold Strength (psi) 4030 4560 Fracture Type C-cone/shear E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc 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 I of2 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.: 687-5192-178 Report Date: 11/15/2006 1----- Specifications Test Data Strength 3600 psi @ 28 Days Placement Date 11/03/2006 Slump 2 in max Sampled By Randy Boots Air Content 3 % min 6 % max Weather Clear Concrete Temperature n/a Supplier/Mix Tiseo/2465MW Ambient Temperature 400 F min Air Content Method ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 09:26 Time Sampled: 09:45 2 in Air Content: 4.7 % Unit Weight: N/A 630 F Ambient Temperature: 490 F Yardage (c.y.): 110 of 120 Paving: Westbound Sandy Lake Rd" South Turn Lane at Royal Ln, Sta. 16+42 to Sta. 12+96 Sample Location: 30' East of Intersection, 5' North of Curb Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 02 SLR11030606 11/06/2006 3 97120 27.99 02 SLR11030607 11/10/2006 7 127020 27.90 02 SLR 11030608 12/01/2006 28 02 SLR 11030609 12/01/2006 28 02 SLR11030610 Hold Stren.9th (pSI) 3470 4550 Fracture Type E-columnar E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc "- R. Carl L . S.E.T. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. Page 2 of2 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.: 687-5192-179 Report Date: 11/15/2006 ----- Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 5 in max 3 % min 6 % max n/a Test Data 11/03/2006 Randy Boots Clear Tiseo/2465HW ASTM C231 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 03 SLR11030611 03 SLR11030612 03 SLR11030613 03 SLR11030614 03 SLR11030615 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. Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: Set# Cylinder # N/A Time Batched: 09:53 Time Sampled: 10:30 5 in Air Content: 5.2 % Unit Weight: N/A 610F AmbientTemperature: 500F Yardage (c,y.): 100f150 Paving: South half of Crossover at Sandy Lake Rd and Royal Ln, Sta. 12+96 to Sta. 11 +29 and Sta. 36+25 to Sta. 38+24 10' West of East curb, 15' North of Westbound Lane Concrete Compression Test Results Test Date Age (days) Max Load (Ibs. force) Area (sq.in.) 27.99 27.90 Stren,gth (pSI) 3360 3800 Fracture Type E-columnar C-cone/shear 11/06/2006 11/10/2006 12/01/2006 12/01/2006 Hold 3 7 28 28 94120 106020 o Gallons of Water Added On-Site 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 I of2 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.: 687-5192-179 Report Date: 11/15/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature S~~c~ificatic:l~ 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 11/03/2006 Randy Boots Clear Tiseo/2465HW ASTM C231 Ticket Number: N/A Time Batched: 13:35 Time Sampled: 13:40 Slump: 5in Air Content: 4.6% Unit Weight: N/A Concrete Temperature: 660 F Ambient Temperature: 57" F Yardage (c.y.): 120 of 150 Placement Location: Paving: North side of Crossover at Sta. 46+50 to Sta. 47+50 Sample Location: 10' East of West curb, 5' North of Eastbound Lane Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 04 SLR11030616 11/06/2006 3 113780 27.99 04 SLR11030617 11/10/2006 7 129300 27.90 04 SLR11030618 12/01/2006 28 04 SLR11030619 12/01/2006 28 04 SLR 11030620 Hold Strength (psi) 4060 4630 Fracture Type C-cone/shear C-cone/shear Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site R. Carl Lee, SET. Vice PresidentlCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items,~nd areas described within this report. The tl;lst 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 20f2 CMJ Engineering, 'nc Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-180 Report Date: 11/15/2006 Test Data _ __SJle~J!iE~!i(),!s__ 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 11/03/2006 Randy Boots Clear Southern Star/9618-B ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: 1538068 Time Batched: 13:25 4 in Air Content: 3.9 % 690 F Ambient Temperature: 600 F Inlet Top and Throat at Sta. 15+37 Time Sampled: 14:45 Unit Weight: N/A Yardage (c.y.): 5.5 of 5.5 Inlet Top and Throat at Sta. 15+37 Concrete Compression Test Results Set# Cylinder Age Max Load Area Stren~th Fracture # Test Date (days) (Ibs. force) (sq.in.) (psi Type 05 SLR11030621 11/10/2006 7 150880 27.90 5410 E-columnar 05 SLR 11030622 12/01/2006 28 05 SLR11030623 12/01/2006 28 05 SLR11030624 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 R. Carl Lee, S.E.T. Vice PresidentlCMT Manager LI MIT A TI ONS: The test results presented in this report apply only to the specific samples, items, and ireas 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, CMJ Engineering, 'nc 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.: 687-5192-181 Report Date: 11/15/2006 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 11/03/2006 Randy Boots Clear Redi Mix/732 ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature ___Specifications 3600 psi @ 28 Days 5 in max Ticket Number: 179531 Time Batched: 14:55 Time Sampled: 15:15 Slump: 5in Air Content: 3.9 % Unit Weight: N/A Concrete Temperature: 690 F Ambient Temperature: 600 F Yardage (c.y.): 10 of 10 Placement Location: Paving: Intersection of Freeport and Sandy Lake Rd Sample Location: 2' South, 2' West of Northeast Corner Concrete Compression Test Results Cylinder Age Max Load Area Set# # Test Date (days) (Ibs. force) (sq.in.) 06 SLR11030625 11/10/2006 7 92980 27.90 06 SLR 11030626 12/01/2006 28 06 SLR 11030627 12/01/2006 28 06 SLR 11030628 Hold Stren,gth (pSI) 3330 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, 'n1 \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. R. Carl Lee, S.E.T. Vice PresidentlCMT Manager Page I of I 01