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ST0501-LR121128 NOV-30-2012 00:36 P.10 A Or 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: November 28, 2012 Date Concrete Placed: October 25, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 107 Contractor: Texas Inlets Project No.:211-0125 Concrete Supplier and Plant: TXI / 141 City of Coppell Project No.: ST-05-01 Location of Placement: North& South Side Inlets @ E. End of Deforest Rd. MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 1:22 PM Cement: 6.0 Sk. Time Sampled: 2:10 PM Fly Ash: Sample Location: Walls of S. Inlet at Sta. 30+93 Truck/Ticket No: 8064/ 1521466 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 75°F Fine Aggregate: Concrete Range: 83°F Admixtures: Slump Range(inches): 2.0 .Weather Conditions: Cloudy • 1 Admix/AEA Time Started: 1:00 PM• 2 Time Completed: 3:30 PM . Added Water: 0 Gallons Sample Air Content(%): 3.4 Total Cubic Yards Placed: 4.5 Required Strength(Lbs./sq.in.): _ 4,200 • Specimen Measured Age Date Total Load Compressive Strength Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks . DFR425 7 11/1/12 130,000 4,600 DFR426 29 11/23/12 156,800+ 5,550+ DFR 2.0 0 29 11/23/12 162,540+ 5,7 + DFR 428 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: 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 ji / n • Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: k_ 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. NOV-30-2012 00:37 P.11 0 . ... . AVA Tex .' s 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: November 28, 2012 Date Concrete Placed: October 26, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 108 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: Sidewalks &BFR MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10J11504 Time Sample Batched: 12:02 PM Cement: Time Sampled: 12:50 PM Fly Ash: Sample Location: North Side Sidewalk, 18' W. of Prestwick Ct. Coarse Aggregate: Truck/Ticket No: 1383 /25559398 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 55°F . Admixtures: Concrete Range: 62°F 1 Slump Range (inches): 6.75 • Weather Conditions: Cloudy 2 Time Started: • 11:00 AM • Added Water: 0 Gallons Time Completed: 2:00 PM Sample Air Content(%): 3.8 Total Cubic Yards Placed: 20 Required Strength(Lbs./sq.in.): 3,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 429 7 11/2/12 96,240 3,400 • DFR430 6.75 28 11/23/12 117,060+ 4, 10+ DFR431 28 11/23/12 121,300+ 4,290+ DFR 432 H Hold Test Methods Utilized Fracture Regular ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: MR 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 by: ir �''�,* All letters and reports arc 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. NOV-30-2012 00:37 P.12 AVA 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: November 28, 2012 Date Concrete Placed: October 26, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 109 Contractor: Texas Inlets Project No.:211-0125 Concrete Supplier and Plant: TX'/ 141 City of Coppell Project No.: ST-05-01 Location of Placement: South Side Inlet Throat MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 2:33 PM Cement: 6.0 Sk. Time Sampled: 3:30 PM Fly Ash: Sample Location: S. Inlet Throat at Sta. 28+54 Truck/Ticket No: 8029/ 1522828 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 52°F Fine Aggregate: Concrete Range: 64°F Admixtures: Slump Range(inches): 3.0 Weather Conditions: Clear 1 Admix/AEA Time Started: 2:30 PM• 2 Time Completed: 5:00 PM . Added Water: 10 Gallons Sample Air Content(%): 4.2 Total Cubic Yards Placed: 5.5 Required Strength(Lbs./sq.in.): 4,200 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR433 7 11/2/12 122,140 4,320 DFR434 28 11/23/12 144,420+ 5,,Y10+ DFR435 3.0 28 11/23/12 146,780+ ,190±' •DFR 436 H Hold Test Methods Utilized Fracture Regular Cy ders Made By: RG ASTM C-3I, 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 le 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 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,Inc. The use of our name must receive OM 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. TOTAL P. 12 NOV-30-2012 00:38 P.01 C Texas CMT, Inc. . Construction Materials Testing ( Post-its Fax Note 7671 Date pages and Environmental Consulting To t n[7RSJ D n./T S From „t.. ?. 10044 Monroe Drive • (214) 352 Co./Dept E/)&a« J ,qp co.(�cE "rtsuH_fywl{3- Dallas, Texas 75229 Phone q^72 304-2/'g,rhone#z{4 3ca_/ 757 Fax#_I 1Z''3a4--3cf70 Fax#Z-14-35-2-- 4/'r�97L REPORT OF CONCRETE MIX OBSERVATION "1 t� Report Date: November 28, 2012 Date Concrete Placed: October 27, 2012 Standard 6"x12"Cylinders Client City of Coppell Cylinder Cross-sectional Area:28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 110 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC/95 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement Utility Patch MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1915 Time Sample Batched: 10:03 AM Cement: Time Sampled: 10:50 AM Fly Ash: Sample Location: Northbound Outside Lane at N.E. Coarse Aggregate: Corner of MacArthur Blvd. and Deforest Road Intermediate Aggregate: Truck./Ticket No: 706/564331814 Fine Aggregate: Temperature: Admixtures: Ambient Range: 45°F ' 1 Concrete Range: 69°F • Slump Range(inches): 2.25 • 2 Weather Conditions: Clear Added Water: 30 Gallons Time Started: 8:45 AM Time Completed: 12:00 PM Sample Air Content(%): 4.7 • Total Cubic Yards Placed: 10 - Required Strength(Lbs./sq.in.): 5,000. . . Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR437 2 10/29/12 122,420 4,330 DFR438 28 11/24/12 157,320+ 5,560+ 2.25 "575 DFR 439 28 11/24/12 161,900+ DFR 440 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: 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 • 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,Inc. The use of our name must receive our prior written approval. Our levers 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. NOV-30-2012 00:38 P.02 C ATA 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: November 28, 2012 Date Concrete Placed: October 29, 2012 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 111 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: Sidewalks,N. Side MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10111504 Time Sample Batched: 7:26 AM Cement: Time Sampled: 8:35 AM • Fly Ash: Sample Location: 35' E. of Stratford Ln. to 812 Y Deforest Road Driveway Coarse Aggregate: Truck/Ticket No: 1184/25560091 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 48°F Concrete Range: 57°F Admixtures: , .Slump Range(inches): 4.75 1 Weather Conditions: Clear 2 Time Started: 7:00 AM Added Water: 22 Gallons Time Completed: 12:00 PM Sample Air Content(%): 4.2 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,000 • Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) DFR441 7 11/5/12 90,800 3,210 DFR442 4.75 28 11/26/12 112,800 3,990 DFR443 28 11/26/12 114,840 4,060 DFR 444 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 @Ca1ConTex.com • [221-41e44.---- 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. NOV-30-2012 00:39 P.03 A P Texas C .\ T, Inc. AVA 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: November 28, 2012 Date Concrete Placed: October 29, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:2827 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 112 Contractor: California Construction Project No.:211-0125 Concrete Supplier and Plant: Redi-Mix Concrete /P136 City of Coppell Project No.: ST-05-01 Location of Placement: N. Side Driveway & Sidewalk MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 9:42 AM • Cement: Time Sampled: 10:55 AM Fly Ash: Sample Location: Driveway at Sta. 31+44 Truck/Ticket No: 1237/25560259 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 52°F Fine Aggregate: Concrete Range: 67°F • Admixtures: Slump Range(inches): 5.0 _ .Weather Conditions: Clear 1 Time Started: 7:00 AM 2 Time Completed: 12:00 PM Added Water: 0 Gallons Sample Air Content(%): 3.7 Total Cubic Yards Placed: 10 Required Strength(Lbsisq.in.): _3,600 • Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) ' DFR445 7 11/5/12 132,440 4,680 DFR446 28 11/26/12 144,100 5,100 • DFR447 5.0 28 11/26/12 149,340 5,280 DFR 448 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: 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 by: 02.11S---- • 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. NOV-30-2012 00:39 P.04 A ALA Texas C T, 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: November 28, 2012 Date Concrete Placed: October 29, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 113 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 Stem, S. Side from Sta. 23+10 to 24+75 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 1:57 PM Cement: Time Sampled: 2:50 PM Fly Ash: Sample Location: S. Side Integral Wall at Sta. 23+50 . Truck/Ticket No: 6134/25560543 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 66°F Fine Aggregate: Concrete Range: 72°F Admixtures: Slump Range(inches): 8.25 .Weather Conditions: Clear - 1 Time Started: 2:00 PM 2 Time Completed: 4:00 PM . Added Water: 10 Gallons Sample Air Content(%): Not Tested 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.ln.) • DFR 449 7 11/5/12 126,000 4,460 DFR450 28 11/26/12 142,440+ 5,040+ • DFR 451 8.25 28 11/26/12 145,520+ 5,150+ DFR 452 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: 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 by: t All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the hill 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.