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ST0501-LR121210 DEC-10-2012 05:26 P.04 f- . A „.. Aty . Texas CHIT, Inca Construction Materials Testing GEE Consultants Inc and Environmental Consulting • 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date:. December 10, 2012 Date Concrete Placed: November 12, 2012 Standard 6"x12"Cylinders Client: City of Coppell C linr- ross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 129 Contractor: Iowa Bridge and Culvert Project No.: 211-0125 Concrete Supplier and Plant: LMC/952 City of Coppell Project No.: ST-05-01 Location of Placement: C411 Wall, S. Side, from Sta. 18+57 to 19+33 //� / MATERIALS Source/ SSD Batch Wts. OBSERVA /. 1 t T Description (Lbs/CuYd) l' Mix Number: 1701 Time Sample `�ched: 1:25 PM Cement: Time Sampled: ` 2:30 PM Fly Ash: Sample Location: Sta. 18+90,Bottom Half Coarse Aggregate: . Truck/Ticket No: 7069/62940205 Temperature: • Intermediate Aggregate: Ambient Range: 56°F Fine Aggregate: Concrete Range: 72°F Admixtures: Slump Range(inches): 4.0 Weather Conditions: Clear • 1 Time Started: 1:00 PM 2 Time Completed: 4:45 PM Added Water: 20 Gallons Sample Air Content(%): 4.1 Total Cubic Yards Placed: 9 Required Strength(Lbs./sq.in.): _3,600 - Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) • DFR 513 3 . 11/15/12 77,460 2,740 DFR514 8 11/20/12 104,160 3,680 • DFR 515 4.0 28 12/10/12 125,960 4,4.,E DFR 516 28 12/10/12 125,360 30 Test Methods Utilized Fracture Regular ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders ade By: RG Remarks and/or Distribution: *Called Rusty @ 214-347-1325 with 3-day break result. cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot- Burgess&Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com • Mr. Robert Caudill-Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @Ca1ConTex.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed b : t W • All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas C:yrr,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/a observed and are not necessarily indicative of the quantities of apparently identical or similar products. DEC-10-2012 05:27 P.05 C AVA Texas C\ ! 199 Inc. Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION -Ita.Report Date: December 10, 2012 Date Concrete Placed: November 12, 2012 Standard 6"x12"Cylinders e Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project Deforest Road Reconstruction Concrete Report No.: 130 Contractor: California Construction Project No.:211-0125 Concrete Supplier and Plant: Redi-Mix Concrete/P259 City of Coppell Project No.: ST-05-01 Location of Placement: Integral Wall,N. Side, Sta. 9+30 to 10+00 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 2:08 PM Cement: Time Sampled: 3:15 PM . Fly Ash: Sample Location: Sta. 9+60 Truck/Ticket No: 1286/25569726 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 55°F Fine Aggregate: Concrete Range: 72°F Admixtures: Slump Range(inches): 8.75 Weather Conditions: Clear - 1 Time Started: 1:00 PM 2 Time Completed: 4:45 PM Added Water: 5 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 8 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 517 8 11/20/12 118,900 4,210 DFR 518 28 12/10/12 145,480 5 50 DFR 519 8.75 28 12/10/12 145,840 ,16 DFR 520 H Hold Test Methods Utilized Fracture Regular ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: RG Remarks and/or Distribution: cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshaIl @coppelltx.gov Mr. Dan DeGroot- Burgess &Niple, Inc.,Phone: 972-620-1255; via E-mail: Dan.DeGroot@BurgessNiple.com Mr. Robert Caudill- Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Mr. Bobby Bounds- California Construction, Phone: 972-670-0368; via E-mail: Bobby@CalConTex.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 72e All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested andlor observed and are not necessarily indicative.of the quantities of apparently identical or similar products.