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CF-Justice Center-LR061103 Concrete Compression Test Report eM J ENGINEERING, INe. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: Harrison, Walker, & Harper Police and Fire Renovation City of Cop pel! Report Distribution: (1) Harrison, Walker, & Harper (1) City of Coppell (1) Brinkley Sargent Architects (1) Structural Engenuity (1) Teague, Nail, & Perkins (1) City of Coppell CMJ Report No.: 875-6111-036 Report Date: 11/03/2006 Strength Slump Air Content Concrete Temperature Ambient Temperature 4000 psi @ 28 Days 3 in min 5 in max 4 % min 6 % max 550 F min 950 F max n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 1 0/04/2006 Richard Jones Clear/Light Wind Redi Mixl728 ASTM C231 Specifications Ticket Number: 177223 Time Batched: 10:50 Slump: 5in Air Content: 4.3% Concrete Temperature: 860 F Ambient Temperature: 890 F Placement Location: Paving: Entire Parking Addition Time Sampled: 11 :30 Unit Weight: N/A Yardage (c.y.): 20 of 250 Sample Location: 20' West, 10' North from Southeast Corner of Pavement Concrete Compression Test Results Cylinder Age Max Load Area Stren8th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 01 CPF10040601 10/11/2006 7 89340 27.99 3190 E-columnar 01 CPF10040602 11/01/2006 28 114500 27.90 4100 E-columnar 01 CPF10040603 11/01/2006 28 116190 27.90 4160 C-cone/shear 01 CPF10040604 Hold 28 day average 4130 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. 10 Gallons of Water Added On-Site, approved by: Dan Young 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. o I Page I of 4 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: Harrison, Walker, & Harper Police and Fire Renovation City of Coppel! Report Distribution: (1) Harrison, Walker, & Harper (1) City of Coppell (1) Brinkley Sargent Architects (1) Structural Engenuity (1) Teague, Nail, & Perkins (1) City of Coppell CMJ Report No.: 875-6111-036 Report Date: 11/03/2006 550 F min 950 F max n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 1 0/04/2006 Richard Jones Clear/Light Wind Redi Mix/728 ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 4000 psi @ 28 Days 3 in min 5 in max 4 % min 6 % max Ticket Number: 177235 Time Batched: 11:50 Slump: 5in Air Content: 4.2% Concrete Temperature: 920 F Ambient Temperature: 900 F Placement Location: Paving: Entire Parking Addition Time Sampled: 12:40 Unit Weight: N/A Yardage (c.y.): 110 of 250 Sample Location: 50' North, 5' West from Southeast Corner Concrete Compression Test Results Set # Cylinder Age Max Load Area Stren~th Fracture # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 02 CPF10040605 10/11/2006 7 96060 27.99 3430 E-columnar 02 CPF10040606 11/01/2006 28 127380 27.90 4570 E-columnar 02 CPF10040607 11/01/2006 28 129190 27.90 4630 C-cone/shear 02 CPF10040608 Hold 28 day average 4600 Normal cylinder size: 6n x 12" Field and laboratory tests by CMJ are per applicable ASTM Standards: C31, C39, C138, C143, C172, C1064, and C617 or C1231. 10 Gallons of Water Added On-Site, approved by: Dan Young R. Car' Lee, SET. 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 of 4 Concrete Compression Test Report eM J ENGINEERING, INe. 7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993 Client: Project: Harrison, Walker, & Harper Police and Fire Renovation City of Coppel! Report Distribution: (1) Harrison, Walker, & Harper (1) City of Coppell (1) Brinkley Sargent Architects (1) Structural Engenuity (1) Teague, Nail, & Perkins (1) City of CoppeU CMJ Report No.: 875-6111-036 Report Date: 11/03/2006 4 % min 6 % max 550 F min 950 F max n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 10/04/2006 Richard Jones Clear/Light Wind Redi Mixl728 ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 4000 psi @ 28 Days 3 in min 5 in max Ticket Number: Slump: Concrete Temperature: Placement Location: 177249 4.75 in 950 F Paving: Time Batched: Air Content: Ambient Temperature: Entire Parking Addition 12:49 4.2% 930 F Time Sampled: 13:45 Unit Weight: N/A Yardage (c.y.): 210 of 250 Sample Location: 10' West, 60' South from Northeast Corner Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 03 CPF10040609 10/11/2006 7 97120 27.99 3470 C-cone/shear 03 CPF10040610 11/01/2006 28 124400 27.90 4460 E-columnar 03 CPF10040611 11/01/2006 28 126080 27.90 4520 E-columnar 03 CPF10040612 Hold 28 day average 4490 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. 10 Gallons of Water Added On-Site, approved by: Dan Young R. Carl Lee, S.E.T. Vice PresidenVCMT 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 3 of4 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: Harrison, Walker, & Harper Police and Fire Renovation City of Coppel! Report Distribution: (1) Harrison, Walker, & Harper (1) City of Coppell (1) Brinkley Sargent Architects (1) Structural Engenuily (1) Teague, Nail, & Perkins (1) City of Coppell CMJ Report No.: 875-6111-036 Report Date: 11/03/2006 550 F min 950 F max n/a Placement Date Sampled By Weather Supplier/Mix Air Content Method Test Data 1 0/04/2006 Richard Jones Clear/Light Wind Redi Mixl728 ASTM C231 Strength Slump Air Content Concrete Temperature Ambient Temperature Specifications 4000 psi @ 28 Days 3 in min 5 in max 4 % min 6 % max Ticket Number: 177263 Time Batched: 14:39 Slump: 5in Air Content: 4.3% Concrete Temperature: 940 F Ambient Temperature: 930 F Placement Location: Paving: Entire Parking Addition Time Sampled: 15:10 Unit Weight: N/A Yardage (c.y.): 310 of 330 Sample Location: 10' South, 5' East from Northwest Corner Concrete Compression Test Results Cylinder Age Max Load Area Stren~th Fracture Set # # Test Date (days) (Ibs. force) (sq.in.) (pSI Type 04 CPF10040613 10/11/2006 7 96000 27.99 3430 C-cone/shear 04 CPF10040614 11/01/2006 28 121980 27.90 4370 B-cone/split 04 CPF10040615 11/01/2006 28 124950 27.90 4480 C-cone/shear 04 CPF10040616 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 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. 01 Page 4 of 4