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ST9902-LR061103 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.: 687-5192-165 Report Date: 11/27/2006 Specifications Test Data Strength Slump Air Content 3600 psi @ 28 Days 2 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/24/2006 Richard Jones Clear/Light Wind On Site/ ASTM C231 Concrete Temperature n/a Ambient Temperature 400 F min Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 08:05 3.5 in" Air Content: 4.7 % 650 F Ambient Temperature: 560 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 08:15 Unit Weight: N/A Yardage (c.y.): 30 of 1110 Sample Location: Sta. 52+25, Centerline 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 SLR10240601 10/27/2006 3 115720 28.09 4120 E-columnar 01 SLR10240602 10/31/2006 7 138820 27.99 4960 E-columnar 01 SLR10240603 11/21/2006 28 166320 27.99 5940 E-columnar 01 SLR10240604 11/21/2006 28 167640 27.99 5990 E-columnar 01 SLR10240605 Hold 28 day average 5970 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 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. o I Page 1 of 8 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.: 687-5192-165 Report Date: 11/27/2006 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Ticket Number: ' Slump: Concrete Temperature: Placement Location: N/A Time Batched: 09:20 2 in Air Content: 4.6 % 700 F Ambient Temperature: 620 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 09:25 Unit Weight: N/A Yardage (c.y.): 160 of 1110 Sample Location: Sta. 50+25, Centerline Concrete Compression Test Results Cylinder Age Max Load Area, strenijth Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 SLR10240606 10/27/2006 3 118260 28.09 4210 C-cone/shear 02 SLR10240607 10/31/2006 7 153600 27.99 5490 E-columnar 02 SLR10240608 11/21/2006 28 174140 27,99 6220 E-columnar 02 SLR 10240609 11/21/2006 28 177250 27.99 6330 E-columnar 02 SLR10240610 Hold 28 day average 6280 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 e, SET. Vice PresidenUCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are prOduced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page 2 of 8 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.: 687-5192-165 Report Date: 11/27/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 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 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A Time Batched: 10:35 2 in Air Content: 4.5 % 740 F Ambient Temperature: 690 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 10:45 Unit Weight: N/A Yardage (c.y.): 310 of 1110 Sta. 48+00 Concrete Compression Test Results Cylinder Age Max Load Area Strenth Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 03 SLR10240611 10/27/2006 3 118920 28.09 4230 C-cone/shear 03 SLR10240612 10/31/2006 7 149580 27.99 5340 E-columnar 03 SLR10240613 11/21/2006 28 173860 27.99 6210 E-columnar 03 SLR10240614 11/21/2006 28 175840 27.99 6280 A-cone 03 SLR10240615 Hold 28 day average 6250 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, .E.T. Vice 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. o I Page 3 of 8 eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concrete Compression Test Report Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-165 Report Date: 11/27/2006 Specifications Test Data Strength 3600 psi @ 28 Days Placement Date 10/24/2006 Slump 2 in max Sampled By Richard Jones Air Content 3 % min 6 % max Weather Cloudy/Windy Concrete Temperature n/a Supplier/Mix On Site/ Ambient Temperature 400 F min Air Content Method ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 11 :55 2 in Air Content: 4.3 % 770 F Ambient Temperature: 720 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 12:00 Unit Weight: N/A Yardage (c.y.): 460 of 1110 Sample Location: Sta. 45+90 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 04 SLR10240616 1 0/27/2006 3 124820 28.09 4440 E-columnar 04 SLR10240617 1 0/31/2006 7 136660 27.99 4880 E-columnar 04 SLR10240618 11/21/2006 28 165100 27.99 5900 E-columnar 04 SLR10240619 11/21/2006 28 166510 27.99 5950 E-columnar 04 SLR10240620 Hold 28 day average 5930 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 v R. Car' Lee, S.E.T. Vice PresidentlCMT Manager CMJ Engineering, 'nc LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page 40f8 Concrete 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 Cop pel! (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-165 Report Date: 11/27/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max n/a 400 F min Test Data 10/24/2006 Richard Jones Mostly Cloudy/Windy On Site/ ASTM C231 Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number: Slump: Concrete Temperature: Placement Location: Sample Location: N/A Time Batched: 12:55 1.5 in Air Content: 4.3 % 780 F Ambient Temperature: 750 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 13:00 Unit Weight: N/A Yardage (c.y.): 610 of 1110 Sta. 43+50 Concrete Compression Test Results Cylinder Age Max Load Area StrenWh Fracture Set# # Test Date (days) (Ibs. force) (sq.in,) (pSI Type 05 SLR10240621 10/27/2006 3 122540 28.09 4360 E-columnar 05 SLR10240622 1 0/31/2006 7 130600 27.99 4670 E-columnar 05 SLR10240623 11/21/2006 28 163120 27.99 5830 C-cone/shear 05 SLR10240624 11/21/2006 28 160860 27.99 5750 E-columnar 05 SLR10240625 Hold 28 day average 5790 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31. C39, C138, C143, C172, C1064, and C617 or C1231. o Gallons of Water Added On-Site CMJ Engineering, 'nc LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page50f8 Concrete Compression Test Report eM J ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution: (1) City of Coppell (1) City of Coppel! (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.: 687-5192-165 Report Date: 11/27/2006 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 14:10 2 in Air Content: 4.5 % 780 F Ambient Temperature: 770 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 14:15 Unit Weight: N/A Yardage (c.y.): 810 of 1110 Sample Location: Sta. 40+50 Concrete Compression Test Results Cylinder Age Max Load Area StrenJth Fracture Set# # Test Date (days) (Ibs. force) (sq.in,) (psi Type 07 SLR10240630 10/27/2006 3 127320 28.09 4530 E-columnar 07 SLR10240631 1 0/31/2006 7 158900 27.99 5680 E-columnar 07 SLR10240632 11/21/2006 28 184600 27.99 6590 E-columnar 07 SLR10240633 11/21/2006 28 183190 27.99 6540 E-columnar 07 SLR10240634 Hold 28 day average 6570 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, 'ncl / R. Carl Lee, SET. \ Vice President/CMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a~d..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. 01 Page60f8 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.: 687-5192-165 Report Date: 11/27/2006 n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 14:40 2 in Air Content: 4.2 % 790 F Ambient Temperature: 760 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 14:50 Unit Weight: N/A Yardage (c.y.): 910of1110 Sample Location: Sta. 38+75 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 08 SLR10240635 10/27/2006 3 114320 28.09 4070 C-cone/shear 08 SLR10240636 1 0/31/2006 7 146460 27.99 5230 E-columnar 08 SLR10240637 11/21/2006 28 172730 27.99 6170 E-columnar 08 SLR10240638 11/21/2006 28 175270 27,99 6260 E-columnar 08 SLR10240639 Hold 28 day average 6220 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 PresidenUCMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and ~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 7 of8 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.: 687-5192-165 Report Date: 11/27/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 Ticket Number: Slump: Concrete Temperature: Placement Location: N/A Time Batched: 15:15 2 in Air Content: 4.5 % 780 F Ambient Temperature: 750 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 16:15 Unit Weight: N/A Yardage (c.y.): 1060 of 1110 Sample Location: Sta. 36+50 Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set# # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 09 SLR10240640 1 0/27/2006 3 144060 28.09 5130 E-columnar 09 SLR 10240641 1 0/31/2006 7 180360 27.99 6440 C-cone/shear 09 SLR10240642* 11/21/2006 28 189130 27.99 6760 E-columnar 09 SLR10240643* 11/21/2006 28 186020 27.99 6640 E-columnar 09 SLR10240644 Hold 28 day average 6700 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 * Cylinder not loaded to failure due to specimen strength exceeding machine capacity. ,j LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and area~ 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 CMJ Engineering, 'nc Page 8 of 8 Concrete Compression Test Report eM J ENGINEERING, INC. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (81'Z -9400 Fax: (817) 589-9993 Client: City of Coppell ~ Project: West Sandy ~ad Recrn CMJ Report No. 687-5192-165 Report Date: 11/03/2006 Report Distribution / fi!rY I' '1- 7$v (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins Specifications Test Data Strength Slump Air Content 3600 psi @ 28 Days 2 in max 3 % min 6 % max Placement Date Sampled By Weather Supplier/Mix Air Content Method Concrete Temperature n/a Ambient Temperature 400 F min 10/24/2006 Richard Jones Clear/Light Wind On Site/ ASTM C231 Ticket Number' Slump Concrete Temperature. Placement Location: N/A Time Batched: 08'05 3.5 in* Air Content: 4 7 % 650 F Ambient Temperature. 560 F Paving Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Sample Location Sta. 52+25, Centerline An asterisk (*) appears next to field data which does NOT meet specifications. Time Sampled: 08'15 Unit Weight: N/A Yardage (c y): 30 of 1110 Concrete Compression Test Results Set# Cylinder Age Max Load Area Stren8th Fracture # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 SLR10240601 10/27/2006 3 115720 2809 4120 E-columnar 01 SLR10240602 1 0/31/2006 7 138820 2799 4960 E-columnar 01 SLR10240603 11/21/2006 28 01 SLR10240604 11/21/2006 28 01 SLR10240605 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 * Non-Compliant: Contractor Notified o Gallons of Water Added On-Site . arl Lee, S E.T Vice President/CMT Manager LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page I of8 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. 687-5192-165 Report Date. 11/03/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max n/a Test Data Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 40. F min Ticket Number' Slump Concrete Temperature Placement Location. Sample Location N/A Time Batched' 09:20 2 in Air Content: 4 6 % 700 F Ambient Temperature: 620 F Paving: Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 09:25 Unit Weight: N/A Yardage (c.y)' 160 of 1110 Sta. 50+25, Centerline Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (psi Type 02 SLR10240606 10/27/2006 3 118260 28.09 4210 C-cone/shear 02 SLR10240607 1 0/31 /2006 7 153600 27.99 5490 E-columnar 02 SLR10240608 11/21/2006 28 02 SLR10240609 11/21/2006 28 02 SLR10240610 Hold Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards. C31, C39, C138, C143, C172, C1064, and C617 or C1231 o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, S E. T. Vice PresidenUCMT Manager LIMITATIONS. The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. Page 2 of8 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. 687-5192-165 Report Date. 11/03/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 3600 psi @ 28 Days 2 in max 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number' Slump Concrete Temperature: Placement Location. Sample Location. Set# 03 03 03 03 03 Cylinder # SLR 10240611 SLR10240612 SLR10240613 SLR10240614 SLR10240615 N/A Time Batched' 10:35 2 in Air Content: 4.5 % 740 F Ambient Temperature. 690 F Paving Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 10'45 Unit Weight: N/A Yardage (c.y). 310 of 1110 Sta. 48+00 Concrete Compression Test Results Test Date Age (days) 3 7 28 28 Fracture Type C-cone/shear E-columnar Max Load (Ibs. force) 118920 149580 Area (sq.in.) 2809 27.99 Strength (psi) 4230 5340 10/27/2006 10/31/2006 11/21/2006 11/21/2006 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 . Car' 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 3 of8 eM J ENGINEERfNG, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concrete Compression Test Report Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution. (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No. Report Date: 687-5192-165 11/03/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 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 Test Data 10/24/2006 Richard Jones Cloudy/Windy On Site/ ASTM C231 -- Ticket Number' Slump Concrete Temperature: Placement Location: N/A Time Batched 11 :55 2 in Air Content: 4.3 % 770 F Ambient Temperature. 720 F Paving Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled 12:00 Unit Weight: N/A Yardage (c.y): 460 of 1110 Sample Location Sta.45+90 Concrete Compression Test Results Set # Cylinder Age Max Load Area # Test Date (days) (Ibs. force) (sq.in.) 04 SLR10240616 1 0/27/2006 3 124820 2809 04 SLR10240617 1 0/31/2006 7 136660 27.99 04 SLR10240618 11/21/2006 28 04 SLR10240619 11/21/2006 28 04 SLR10240620 Hold Stren,gth (pSI) 4440 4880 Fracture Type E-columnar E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 o Gallons of Water Added On-Site CMJ Engineering, Inc 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 4 of8 eM J ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Concrete Compression Test Report Client: Project: City of Coppell West Sandy Lake Road Reconstruction Report Distribution (1) City of Coppell (1) City of Coppell (1) Tiseo Paving Company (1) Teague Nail & Perkins CMJ Report No.. 687-5192-165 Report Date. 11/03/2006 Specifications 3600 psi @ 28 Days 2 in max 3 % min 6 % max Strength Slump Air Content I Concrete Temperature Ambient Temperature n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/24/2006 Richard Jones Mostly Cloudy/Windy On Site/ ASTM C231 Ticket Number' Slump' Concrete Temperature: Placement Location: N/A 1 5 in 780 F Paving: Time Batched 12:55 Time Sampled: 13:00 Unit Weight: N/A Yardage (c.y): 610 of 1110 Air Content: 4.3 % Ambient Temperature. 750 F Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Sample Location Sta.43+50 Concrete Compression Test Results Set# Cylinder Age Max Load Area # Test Date (days) (Ibs. force) (sq.in.) 05 SLR10240621 1 0/27/2006 3 122540 28.09 05 SLR10240622 1 0/31/2006 7 130600 27.99 05 SLR10240623 11/21/2006 28 05 SLR10240624 11/21/2006 28 05 SLR10240625 Hold Strength (pSI) 4360 4670 Fracture Type E-columnar E-columnar Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 o Gallons of Water Added On-Site CMJ Engineering, Inc R. Carl Lee, S E. T Vice 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 5 of8 Concrete Compression Test Report eMJ ENGINEERING, INC 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: City of Cappel! 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. 687-5192-165 Report Date: 11/03/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications Test Data 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 I 3600 psi @ 28 Days 2 in max 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method Ticket Number' Slump' Concrete Temperature' Placement Location' Sample Location Set# 07 07 07 07 07 Cylinder # SLR10240630 SLR 10240631 SLR10240632 SLR10240633 SLR10240634 N/A Time Batched: 14'10 2 in Air Content: 4.5 % 780 F Ambient Temperature: 770 F Paving Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 1415 Unit Weight: N/A Yardage (c.y): 810 of 1110 Sta. 40+50 Concrete Compression Test Results Test Date 1 0/27/2006 10/31/2006 11/21/2006 11/21/2006 Hold Age (days) 3 7 28 28 Fracture Type E-columnar E-columnar Max Load (Ibs. force) 127320 158900 Area (sq.in.) 28.09 27.99 Stren,gth (pSI) 4530 5680 Normal cylinder size: 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carl Lee, S E.T Vice PresidentlCMT Manager LIMITATIONS. The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. Page 6 of8 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., 687-5192-165 Report Date: 11/03/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 3600 psi @ 28 Days 2 in max Test Data 3 % min 6 % max n/a 400 F min Placement Date Sampled By Weather Supplier/Mix Air Content Method 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 Ticket Number' Slump Concrete Temperature Placement Location N/A Time Batched 14 40 2 in Air Content: 4.2 % 790 F Ambient Temperature. 760 F Paving Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 14:50 Unit Weight: N/A Yardage (c.y): 910 of 1110 Sample Location' Sta. 38+75 Concrete Compression Test Results Set# Cylinder Age Max Load Area Stren~th Fracture # Test Date (days) (Ibs. force) (sq.in.) (psi Type 08 SLR10240635 10/27/2006 3 114320 2809 4070 C-cone/shear 08 SLR10240636 1 0/31/2006 7 146460 2799 5230 E-columnar 08 SLR10240637 11/21/2006 28 08 SLR10240638 11/21/2006 28 08 SLR10240639 Hold Normal cylinder size. 6" x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231 o Gallons of Water Added On-Site CMJ Engineering, 'nc R. Carf Lee, SET Vice President/CMT Manager LIMITATIONS' The test results presented in this report apply only to the specific samples, items, and areas described within this report. The test results do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc. 01 Page 7 of8 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.. 687-5192-165 Report Date. 11/03/2006 Specifications Test Data 10/24/2006 Richard Jones Cloudy/Light Wind On Site/ ASTM C231 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 Ticket Number' Slump: Concrete Temperature. Placement Location: Sample Location Set# 09 09 09 09 09 Cylinder # SLR10240640 SLR 10240641 SLR10240642 SLR10240643 SLR10240644 N/A Time Batched 1515 2 in Air Content: 4.5 % 780 F Ambient Temperature' 750 F Paving Westbound Sandy Lake from Sta. 52+50 to Sta. 35+90 Time Sampled: 16 15 Unit Weight: N/A Yardage (c.y): 1060 of 1110 Sta.36+50 Concrete Compression Test Results Test Date 10/27/2006 10/31/2006 11/21/2006 11/21/2006 Hold Age (days) 3 7 28 28 Fracture Type E-columnar C-cone/shear Max Load (Ibs. force) 144060 180360 Area (sq.in.) 2809 2799 Stren,gth (pSI) 5130 6440 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 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 Page80f8