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ST0501-LR121115 NOV-21-2012 05:32 P.05 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 15, 2012 Date Concrete Placed: . October 5, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 84 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 - Inglenook Court MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 7:09 AM Cement: Time Sampled: 9:10 AM Sample Location: 8'N.W. of Median Nose Fly Ash: Truck/Ticket No: -/63070972 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 68°F Fine Aggregate: Concrete Range: 83°F Admixtures: Slump Range(inches): 5.5 Weather Conditions: Partly Cloudy 1 Time Started: 6:30 AM 2 • Time Completed: 2:00 PM • Added Water 5 Gallons Sample Air Content(%): 3.0 Total Cubic Yards Placed: 70 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 333 4 10/9/12 111,980 3,960 DFR334 28 11/2/12 157,400+ 5,5 5.5 DFR 335 28 11/2/12 158,160+ f90 DFR336 H Hold Test Methods Utilized Fracture Regular ylmders 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: gMarshall @coppelitx.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 Texas CMT, Inc. TBPF. Firm: F-4521 1 Reviewed by: c4.4-----". 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,The_ 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-21-2012 05:32 P.06 _. Texas CMT, Inc. 4 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 15, 2012 Date Concrete Placed: October 5, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 85 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-Northbound MacArthur Boulevard Deceleration Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 9:50 AM Cement: Time Sampled: 10:10 AM Sample Location: 8'E. of Median Manhole Fly Ash: Truck/Ticket No: -/63070927 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 70°F Fine Aggregate: Concrete Range: 80°F Slump Range(inches): 3.0 Admixtures: , Weather Conditions: Partly Cloudy 1 Time Started: 6:30 AM 2 Time Completed: 2:00 PM . Added Water: 7 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 120 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks • Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR337 4 10/9/12 135,940 4,810 DFR 338 28 11/2/12 175,940+ 6,220+ • 3.0 DFR339 28 11/2/12 181,120+ 6,410+ DFR 340 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: gMarshall @coppelltx.gov Mr. Dan DeGroot- Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNipie.com Mr. Robert Caudill-Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudiil @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com r' Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: L 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-21-2012 05:32 P.07 II C • Ay Ati, 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 15, 2012 Date Concrete Placed: October 5, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 86 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: Stem Wall MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 9:43 AM Cement: Time Sampled: 11:10 AM Fly Ash: Sample Location: Forest Corner of Deforest&Lake Coarse Aggregate: Truck/Ticket No: 1383/25545833 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 73°F Concrete Range: 83°F Admixtures: . Slump Range(inches): 4.0 1 Weather Conditions: Partly Cloudy 2 Time Started: 6:30 AM . Added Water: 0 Gallons Time Completed: 2:00 PM Sample Air Content(%): 2.5 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 341 7 10/12/12 116,860 4,130 DFR 342 4.0 28 11/2/12 156,820+ 5 DFR343 28 11/2/12 160,900+ 5,690+ DFR 344 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: 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 byl t eL" 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-21-2012 05:32 P.08 A r I Ir, 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 15, 2012 Date Concrete Placed: October 8, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 87 Contractor: California Construction Project No.: 211-0125 Concrete Supplier and Plant: Redi-Mix Concrete/P259 City of Coppell Project No.: ST-O5-0l Location of Placement: Residential Driveway Approach,N. Side MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L1 1504 Time Sample Batched: 1:52 PM Cement: Time Sampled: 2:40 PM Fly Ash: Sample Location: Approach at Sta. 4+74 Y Truck/Ticket No: 1375/25547180 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 61°F . Fine Aggregate: Concrete Range: 77°F Admixtures: Slump Range(inches): 3.0 Weather Conditions: Partly Cloudy I Time Started: 1:00 PM 2 Time Completed: 4:15 PM . Added Water: Sample Air Content(%): 3.7 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 345 4 10/12/12 102,400 3,620 DFR 346 3.0 28 11/5/12 151,280 5,350 • DFR 347 28 11/5/12 142,960 5,060 DFR 348 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: 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 r2-#4Texas 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-21-2012 05:33 P.09 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: November 15, 2012 Date Concrete Placed: October 10, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 88 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, S. Side of Deforest Road, from Sta. 3+50 to 4+30 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 8:32 AM Cement: Time Sampled: 10:10 AM Fly Ash: Sample Location: Sta, 3+90 Truck/Ticket No: 1321 /25548451 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 66°F Fine Aggregate: Concrete Range: 74°F Admixtures: Slump Range(inches): 7.5 _ Weather Conditions: Cloudy,Misty I Time Started: 9:45 AM 2 Time Completed: 11:15 AM , Added Water: 10 Gallons Sample Air Content(%): 3.3 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_In.) DFR 349 7 10/17/12 89,200 3,160 DFR 350 7.5 28 11/7/12 105,260 3,720 DFR351 28 11/7/12 110,280 3,900 DFR352 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: ♦7 , 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 ample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. NOV-21-2012 05:33 P.10 A • 4 +1 p r, 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 15, 2012 Date Concrete Placed: October 10, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 89 Contractor: Texas Inlets Project No.:211-0125 Concrete Supplier and Plant: TXI / 141 City of Coppell Project No.: ST-05-01 Location of Placement: Inlets MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 2:07 PM Cement: 6.0 Sk. Time Sampled: 2:44 PM Fly Ash: Sample Location: Sta. 1+78 Truck/Ticket No: 7062/ 1507042 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 69°F Fine Aggregate: Concrete Range: 80°F Admixtures: Slump Range(inches): 2.25 - Weather Conditions: Cloudy 1 Admix/AEA Time Started: 1:00 PM 2 Time Completed: 4:00 PM . Added Water: Sample Air Content(%): 2.8 Total Cubic Yards Placed: 3.0 Required Strength(Lbs./sq.in.): 4,200 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) DFR353 7 10/17/12 117,800 4,170 DFR 354 28 11/7/12 142,600 5,040 ' 2.25 DFR 355 28 11/7/12 144,960 5,130 DFR 356 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: batnobas @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. NOV-21-2012 05:33 P. 11 C 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 15, 2012 Date Concrete Placed: October 12, 2012 Standard 6"x12" Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project Deforest Road Reconstruction Concrete Report No.: 90 Contractor: Texas Inlets Project No.:211-0125 Concrete Supplier and Plant: TXI / 141 City of Coppell Project No.: ST-05-01 Location of Placement: Inlet Throat MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 1:41 PM Cement: 6.0 Sk. Time Sampled: 2:20 PM Fly Ash: Sample Location: N.W. Corner of Deforest Rd. & Y Inglenook Coarse Aggregate: 1" CS Truck/Ticket No: 3017/ 1509450 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82°F • Concrete Range: 86°F - Admixtures: . Slump Range(inches): 3.0 1 Admix/AEA Weather Conditions: Partly Cloudy 2 Time Started: 1:00 PM . Added Water: 5 Gallons Time Completed: 5:45 PM Sample Air Content(%): Not Tested Total Cubic Yards Placed: 7.5 • 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.) DFR 357 7 10/19/12 120,100 4,250 DFR 358 28 11/9/12 147,400 5,210 DFR 359 3.0 28 11/9/12 150,820 5,330 DFR 360 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: 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: rel'---- 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-21-2012 05:33 P.12 4, Texas CMT, 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: November 15, 2012 Date Concrete Placed: October 12, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28,27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 91 Contractor: California Construction Project No.:211-0125 Concrete Supplier and Plant: Redi-Mix Concrete / P259 City of Coppell Project No.: ST-05-O 1 Location of Placement: S. Side Integral Wall from Sta. 4+30 to 5+60 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L1 1602 Time Sample Batched: 3:26 PM Cement: Time Sampled: 4:35 PM Fly Ash: Sample Location: Sta.4+70 Truck/Ticket No: 1257 /25550955 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 86°F Fine Aggregate: Concrete Range: 85°F Admixtures: Slump Range(inches): 7.25 - Weather Conditions: Partly Cloudy 1 Time Started: 1:00 PM 2 Time Completed: 5:45 PM . Added Water: 0 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.In.) DFR 361 7 10/19/12 98,960 3,500 DFR 362 28 11/9/12 134,340 4,750 • 7.25 DFR 363 28 11/9/12 130,280 4,610 DFR 364 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: Stand-by time from 3:30 PM to 4:20 PM waiting on Redi-Mix Concrete delivery. 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 ragae.e___, 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-21-2012 05:34 P.13 A +11 r 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 15, 2012 Date Concrete Placed: October 15, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 93 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 - Deforest Road Westbound Lane/East of Allen Road MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 9:09 AM Cement: Time Sampled: 9:44 AM Fly Ash: Sample Location: Sta. 28+25 to 28+35 Truck/Ticket No: -/- Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 66°F Fine Aggregate: Concrete Range: 77°F Admixtures: Slump Range(inches): 1.5 Weather Conditions: Clear 1 Time Started: 6:30 AM 2:15 PM 2 Time Completed: 1:45 PM 4:45 PM Added Water: Sample Air Content(%): 2.8 Total Cubic Yards Placed: 80 Required Strength(Lbs./sq.in.): 4,000 - Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 369 3 10/18/12 122,020 4,320 DFR370 28 11/12/12 163,280 5,780 • DFR 371 1.5 28 11/12/12 170,260 6,020 DFR 372 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: * Concrete foreman was informed of air-content. 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 0-2.14/1"____ _ Reviewed by: Texas CMT, Inc. TBPE Firm: F-4521 Review 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-21-2012 05:34 P.14 r• 1 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 15, 2012 Date Concrete Placed: October 15, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 94 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-O5-01 Location of Placement: Pavement- Deforest Road Westbound Lane /East of Allen Road MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 10:15 AM - Cement: Time Sampled: 10:44 AM Fly Ash: Sample Location: Sta.30+20 to 30+30 y Truck/Ticket No: -/- Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 71°F Fine Aggregate: Concrete Range: 81°F Admixtures: Slump Range(inches): 3.0 .Weather Conditions: Clear 1 Time Started: 6:30 AM 2:15 PM 2 Time Completed: 1:45 PM . 4:45 PM Added Water: Sample Air Content(%): 3.0 Total Cubic Yards Placed: 150 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks • Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 373 3 10/18/12 109,220 . 3,860 DFR 374 3.0 28 11/12/12 154,160 5,450 • DFR 375 28 11/12/12 152,700 5,400 DFR 376 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: rCaudilt @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc TBPE Firm: F-4521 Reviewed by: 021J JC; 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-21-2012 05:34 P.15 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: November 15, 2012 Date Concrete Placed: October 15,2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 95 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC/95 City of Coppell Project No.: ST-05-O 1 Location of Placement: Pavement - West Half of Deforest Court Intersection with Westbound Deforest Road - Manual Placement MATERIALS Source/ SSE) Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 4111, AM Cement: Time Sampled: x.37 PM Fly Ash: Sample Location: •outh & East Portions of the Mersection Coarse Aggregate: Truck/Ticket No: -/- Intermediate Aggregate: Temperature: Fine Aggregate: Ambi-. 77°F 84°F Cone'- Admixtures: .Slump Range(in' . 1.5 • I Weather Condit Clear • 2 Time Started: 6:30 AM 2:15 PM Added Water: Time Completed: 1:45 PM 4:45 PM Sample Air Content(%): 2.5 Total Cubic Yards Placed: 20 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 377 3 10/18/12 111,380 3,940 DFR 378 28 11/12/12 164,720 5,8 1 1.5 DFR 379 28 11/12/12 165,080 e"5,840 DFR 380 H Hold Test Methods Utilized Fracture Regular ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Cylind Made By: Remarks and/or Distribution: cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via F : 97I �-3 0 Mr. George Marshall - City nof Coppell, Phone: 972-304-3562; via E-mail: • arshall@c I.gv af".-c----Mr. Dan DeGroot- Burgess&Niple, Inc., Phone: 972-620-1255; via E- -il: Dan.DeGroo Burge sNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via -mail: rCaudill @TiseoPaving.co , Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: bainobas @yahoo.com . ati _____ Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: a 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-21-2012 05:35 P. 16 C Texas CMT, Inc. AVA Construction Materials Testing GEE COflsu I W 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 15, 2012 Date Concrete Placed: October 15, 2012 Standard 6"x12'•Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 96 Contractor: Texas Inlets Project No.:211-0125 Concrete Supplier and Plant TXI/ 141 City of Coppell Project No.: ST-05-01 Location of Placement: Inlet MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 1:33 PM Cement: 6.0 Sk. Time Sampled: 2:55 PM Sample Location: Inlet at S.E.of 602 Prestwick Ct. Fl y Ash: Truck/Ticket No: 3017/ 1510730 r Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 83°F Fine Aggregate: Concrete Range: 87°F Admixtures: Slump Range(inches): 3.5 .Weather Conditions: Clear 1 Admix/AEA Time Started: 6:30 AM 2:15 PM 2 Time Completed: 1:45 PM . 4:45 PM Added Water: Sample Air Content(%): 5.0 Total Cubic Yards Placed: 4.5 Required Strength(Lbs./sq.in.): 4,200 Specimen Measured Age Date Total Load Compressive Strength Remarks N • umber Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR381 3 10/18/12 82,960 2,930 DFR 382 8 10/23/12 102,740 3,630 DFR383 3.5 28 11/12/12 139,360 4 • 411, DFR 384 28 11/12/12 131,920 4 . i 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: ��L 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-21-2012 05:35 P.17 C ' ,,„,. +V 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 15. 2012 Date Concrete Placed: October 16, 2012 Standard 6"x12°Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 97 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: S. Side Integral Wall MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 2:08 PM ' Cement: Time Sampled: 3:00 PM Fly Ash: Sample Location: 60'- 120'West of Inglenook Court Truck/Ticket No: 134/25552279 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 76°F Fine Aggregate: Concrete Range: 79°F • Admixtures: Slump Range(inches): 7.5 - .Weather Conditions: Clear 1 XUN 11 • Time Started: 1:00 PM 2 . XUEI1 Time Completed: 4:15 PM Added Water: 0 Gallons Sample Air Content(%): 4.2 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 385 7 10/23/12 112,340 3,970 DFR386 7 5 28 11/13/12 130,360 4 DFR 387 28 11/13/12 134,220 4,750 DFR 388 H Hold Test Methods Utilized Fracture Regular ASTM C-31. C-39, C-143 (Unless Noted Otherwise) Cyh ers Made By: MR Remarks and/or Distribution: Stand-by time from 1:30 PM to 2:30 PM waiting on Redi-Mix Concrete delivery. 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: r)24,.. eic....____. 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.