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ST0501-LR120525 MAY-25-2012 01:39 P.07 0 • C ATA Texas CMT, Inca Construction Materials Testing GEE COnSU ltants/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: May 25, 2012 Date Concrete Placed: May 10, 2012 Standard 65/12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction • Concrete Report No.: 25 Contractor: California Construction Project No.: ST-05-01 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Stem Wall from 18+89 to 19+21 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 11:26 AM Cement: Time Sampled: 12:32 PM Fly Ash: Sample Location: Sta. 19+00 Truck/Ticket No: 1257/25469679 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 82°F Fine Aggregate: Concrete Range: 83°F Admixtures: Slump Range(inches): 7.0 Weather Conditions: Cloudy 1 Time Started: 11:00 AM • 2 Time Completed: 2:30 PM Added Water: 0 Gallons Sample Air Content(%): 2.4 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressiv trength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lb q.In.) DFR97 7 5/17/12 127,780 4,520 DFR 98 28 6/7/12 7.0 DFR 99 28 6/7/12 DFR 100 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31, C-39, C-143 (Unless Noted Otherwise) 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: 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 @CalConTex.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed b di d 0 I 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 a.. .val 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 and/or observed and are not necessarily indicativ.of the quantities of apparently identical or similar products. MAY-25-2012 01:40 P.11 C Texas CMT, Inc. AW Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (2 4) 352-6972 • www .texascmt.com REINFORCING STEEL PLACEMENT REPORT Report Date: May 25,2012 Test Date: May 10,2012 Client: City of Coppell Reinforcing Steel Report No. 23 Project: Deforest Road Reconstruction,Coppell,Texas Project Number: 211-0125 Identification: Reinforcing Steel Observation City of Coppell Project Number: ST-05-01 Method of Test: Visual Observation Page: 1 of 1 Results: On May 10, 2012 reinforcing steel was observed at the following locations: • Stem wall, S. Side, from (approximately) station 19+21 to 18+89 The following discrepancies were noted and called to the attention of Manuel, a representative of California Construction. 1. Weep hole set too low. The above discrepancies were corrected as noted prior to concreting. Technician: RG 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: bamobas @yahoo.com Mr. Bobby Bounds- California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com t, •Texas CMT, Inc. TBPE Firm: F-4521 Reviewed b • , 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 appro✓al of Texas CMT,Inc. The use o our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of'he quantities of apparently identical or similar products. MAY-25-2012 01:40 P. 12 Texas CMT, Inc. Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • DalIas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REINFORCING STEEL PLACEMENT REPORT • Report Date: May 25,2012 Test Date: May 15,2012 Client: City of Coppell Reinforcing Steel Report No. 24 Project: Deforest Road Reconstruction,Coppell,Texas Project Number: 211-0125 Identification: Reinforcing Steel Observation City of Coppell Project Number: ST-05-01 Method of Test: Visual Observation Page: 1 of 1 Results: On May 15, 2012 reinforcing steel was observed at the following locations: • • Stem wall, S. Side, from (approximately) station 13+73 to 14+37 • There were no discrepancies.. Technician: RG 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.corn Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: bannobas @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 b 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, nc. e use o our name must rec-Me our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.