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ST0501-LR120510 MAY-25-2012 01:39 P.10 fIr Texas CMT, 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 REINFORCING STEEL PLACEMENT REPORT Report Date: May 10,2012 Test Date: May 8,2012 Client: City of Coppell Reinforcing Steel Report No. 22 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 8, 2012 reinforcing steel was observed at the following locations: • Stem wall from (approximately) station 19+54 to 19+21 The following discrepancies were noted and called to the attention of Manuel, a representative of California Construction. 1. Weep holes sloped uphill. 2. Longitudinal bars touching redwood. The above discrepancies were corrected as noted. 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: rCaudilI @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: 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 and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. MAY-25-2012 01 :37 P.02 A Texas CMT, 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 Report Date: May 10, 2012 Date Concrete Placed: May 2, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 20 Contractor: California Construction Project No.: ST-05-01 Concrete Supplier and Plant: Redi-Mix Concrete /P136 Location of Placement: Retaining Wall Footing from Sta. 9+83 to 8+86 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 101,11504 Time Sample Batched: 12:20 PM . Cement: Time Sampled: 1:15 PM Fly Ash: Sample Location: Sta.9+40 . Truck/Ticket No: 1186/25465120 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 80°F Fine Aggregate: Concrete Range: 82°F Admixtures: Slump Range(inches): 5.25 Weather Conditions: Cloudy 1 Time Started: 8:30 AM 11:30 AM •• 2 Time Completed: 10:30 AM 2:30 PM Added Water: 10 Gallons Sample Air Content(%): 5.5 Total Cubic Yards Placed: 20 Required Strength(Lbs./sq.'n.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./ q.In.) DFR 77 7 5/9/12 114,180 4 040 DFR 78 28 5/30/12 525 DFR 79 28 5/30/12 DFR 80 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: RG 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: gMarsha l @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: • 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 and/or observed and are not necessarily indicative c f the quantities of apparently identical or similar products. MAY-25-2012 01:38 P.03 Texas C\ '! `7C9 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 Report Date: May 10, 2012 Date Concrete Placed: May 3, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 21 Contractor: California Construction Project No.: ST-05-01 Concrete Supplier and Plant: Redi-Mix Concrete/ P259 Location of Placement: Retaining Wall Footing from Sta. 7+90 to 8+85 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10111504 Time Sample Batched: 11:52 AM Cement: Time Sampled: 12:40 PM Fly Ash: Sample Location: Sta. 8+75 Truck/Ticket No: 1371 /25465865 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 83°F Fine Aggregate: Concrete Range: 86°F Admixtures: Slump Range (inches): 4.5 1 Weather Conditions: Partly Cloudy . Time Started: 8:30 AM I1:30 AM 2 Time Completed: 10:30 AM . 2:45 PM Added Water: 11 Gallons Sample Air Content(%): 5.0 Total Cubic Yards Placed: 10 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 81 7 5/10/12 129,560 4,580 DFR 82 4.5 28 5/31/12 DFR 83 28 5/31/12 DFR 84 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: RG 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: gMasshall@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@CalConTek.com CW1"....c__________ Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: - 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 and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.