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ST0501-LR121001 OCT-01-2012 04:36 P.06 A AVA Texas C �, 1 T, Inc. Construction Materials Testing GEE Consultants,and Environmental Consulting Inc. 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: October 1, 2012 Date Concrete Placed: September 24, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 68 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: Stemwall - South Side of Deforest Road, Sta. 0+67 to 2+30 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 11:40 AM Cement: Time Sampled: 12:40 PM Fly Ash: Sample Location: Sta. 1+20 Truck/Ticket No: 6073/25538974 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 87°F Fine Aggregate: Concrete Range: 85°F Admixtures: Slump Range(inches): 7.0 Weather Conditions: Partly Cloudy 1 Time Started: 11:30 AM 2 Time Completed: 3:00 PM Added Water: Sample Air Content(%): 3.6 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.) ' DFR269 7 10/1/12 126,760 4,480 DFR 270 28 10/22/12 7.0 DFR 271 28 10/22/12 DFR 272 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 @BurgessNipie.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 11) �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 pnor 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, OCT-01-2012 04:37 P.07 C A/Pr 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: October 1, 2012 Date Concrete Placed: September 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.: 69 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: Street- Westbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 8:15 AM . Cement: Time Sampled: 8:47 AM Fly Ash: Sample Location: Panel along MacArthur Boulevard (Manually Placed) Coarse Aggregate: • Truck/Ticket No: -/63070787 • Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 78°F Admixtures: Concrete Range: 86°F 1 Slump Range(inches): 4.0 Weather Conditions: Clear 2 Time Started: 7:30 AM Added Water: Time Completed: 3:30 PM Sample Air Content(%): 4.7 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.) DFR273 5 10/1/12 110,78020, DFR 274 28 10/24/12 4.0 DFR 275 28 10/24/12 DFR 276 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: baniobas @yahoo.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. OCT-01-2012 04:37 P.08 C Texas CMT, I AVA Construction Materials Testing GEE Consultants, i 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: October 1, 2012 Date Concrete Placed: September 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.: 70 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: Street- Westbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 9:25 AM Cement: Time Sampled: 9:52 AM Fly Ash: Sample Location: 5'-20' W. of S.E. Corner of 602 Prestwick Ct. Residence Coarse Aggregate: Truck/Ticket No: -/63070797 • Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82°F Admixtures: Concrete Range: 89°F Slump Range(inches): 1.25 . 1 Weather Conditions: Clear 2 • Time Started: 7:30 AM Added Water: Time Completed: 3:30 PM Sample Air Content(%): 3.7 Total Cubic Yards Placed: 110 . 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. DFR277 5 10/1/12 131,140 , 4;640 DFR 278 28 10/24/12 1.25 DFR 279 28 10/24/12 DFR 280 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 a...144._____ 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 CMI.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. OCT-01-2012 04:37 P.09 A 1rTexas� 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: October 1, 2012 Date Concrete Placed: September 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.: 71 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: Street- Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 10:52 AM . Cement: Time Sampled: 11:17 AM Fly Ash: Sample Location: Sta. 5+90 to 6+10 Truck/Ticket No: -/63070808 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 87°F Fine Aggregate: Concrete Range: 89°F Admixtures: Slump Range(inches): 1.0 • Weather Conditions: Clear 1 Time Started: 7:30 AM 2 • Time Completed: 3:30 PM Added Water: Sample Air Content(%): 4.0 Total Cubic Yards Placed: 220 Required Strength(Lbs./sq.in.): 3,600 . r - Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs.JS9,.Ia.}\ • DFR281 5 10/1/12 121,300 (-4,290 DFR 282 28 10/24/12 . 1.0 DFR 283 28 10/24/12 DFR 284 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 CoppeIl, 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 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 most 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. OCT-01-2012 04:37 P.10 A A- Texas CMT, Inc. Construction Materials Testing GEE Consultants,and Environmental Consulting Inc. 10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: October 1, 2012 Date Concrete Placed: September 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.: 72 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: Street- Westbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 12:12 PM Cement: Time Sampled: 12:42 PM Fly Ash: Sample Location: 60' E. of 748 Deforest Approach Truck/Ticket No: -/63070820 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 87°F Fine Aggregate: Concrete Range: 87°F Admixtures: Slump Range(inches): 1.25 Weather Conditions: Clear 1 Time Started: 7:30 AM 2 • Time Completed: 3:30 PM Added Water: Sample Air Content(%): • 5.6 Total Cubic Yards Placed: 340 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 285 5 10/1/12 132,320 4,680 DFR 286 28 10/24/12 . . 1.25 DFR 287 28 10/24/12 DFR 288 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 . Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: ■6."-" 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. OCT-01-2012 04:38 P.11 A . AVA Texas CMT, Inc. Construction Materials Testing GEE COflSU Itants 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: October 1, 2012 Date Concrete Placed: September 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.: 73 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: Street- Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 1:07 PM Cement: Time Sampled: 2:10 PM Fly Ash: Sample Location: 5'E. of Centerline of Lakeforest Truck/Ticket No: -/63070830 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 88°F Fine Aggregate: Concrete Range: 87°F Admixtures: Slump Range(inches): 1.5 Weather Conditions: Partly Cloudy 1 Time Started: 7:30 AM 2 Time Completed: 3:30 PM . Added Water: Sample Air Content(%): 6.1 Total Cubic Yards Placed: 440 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.) DFR289 5 10/1/12 120,340 4,260 DER 290 28 10/24/12 1.5 DFR 291 28 10/24/12 DFR 292 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 Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (4 -.---3.....,44-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 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. OCT-01-2012 04:38 P. 12 C . , Texas CMT, 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: October 1, 2012 Date Concrete Placed: September 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.: 74 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: Street- Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 8:30 AM Cement: Time Sampled: 9:00 AM Fly Ash: Sample Location: 50'-60'E. of Cambridge Manor Ln. . Truck/Ticket No: -/63070840 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 80°F Fine Aggregate: Concrete Range: 87°F Admixtures: Slump Range(inches): 1.0 - Weather Conditions: Partly Cloudy - 1 Time Started: 7:30 AM 2 Time Completed: 3:30 PM Added Water: Sample Air Content(%): 4.0 Total Cubic Yards Placed: 40 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 293 5 10/2/12 148,960 5,270 DFR 294 28 10/25/12 1.0 DFR 295 28 10/25/12 DFR 296 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made 13y: 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: rCaudiil @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com - Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 21'f 1''" . 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. OCT-01-2012 04:38 P.13 A AV T 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: October 1, 2012 Date Concrete Placed: September 27, 2012 Standard 65:12"Cylinders Client: City of CoppeIl Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 75 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: Street- Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 9:23 AM . Cement: Time Sampled: 9:53 AM Fly Ash: Sample Location: 0'-12' W. of S.E. Corner of 824 Deforest Rd. Property Coarse Aggregate: Truck/Ticket No: -/63070847 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82°F Admixtures: Concrete Range: 90°F • Slump Range(inches): 0.75 1 Weather Conditions: Partly Cloudy 2 Time Started: 7:30 AM Added Water: Time Completed: 3:30 PM Sample Air Content(%): 3.0 Total Cubic Yards Placed: 110 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 297 5 10/2/12 132,440 4,680 . DFR 298 28 10/25/12 0.75 DFR 299 28 10/25/12 DFR 300 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 Texas CMT, Inc. TBPE Finn: F-4521 Reviewed by: fn:414-e----- 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. OCT-01-2012 04:38 P.14 A 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: October 1, 2012 Date Concrete Placed: September 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.: 76 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: Street- Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: I1:11 AM Cement: Time Sampled: 11:34 AM Fly Ash: Sample Location: 0'-10' E. of Monument Located at S.W. Corner of 602 Castle Creek Coarse Aggregate: Dr. Property Intermediate Aggregate: Truck/Ticket No: -/63070863 Fine Aggregate: Temperature: Admixtures: Ambient Range: 87°F • 1 Concrete Range: 87°F Slump Range(inches): 2.25 2 Weather Conditions: Clear Added Water: Time Started: 7:30 AM Time Completed: 3:30 PM Sample Air Content(%): 4.0 Total Cubic Yards Placed: 230 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 301 5 10/2/12 111,280 3,940 DFR 302 28 10/25/12 2.25 DFR 303 28 10/25/12 DFR 304 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 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. OCT-01-2012 04:39 P.15 A +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: October 1, 2012 Date Concrete Placed: September 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: 77 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: Alley-N.E. of 900 Brentwood Residence to N.E. 4 of 896 Brentwood Residence MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 1:33 PM Cement: Time Sampled: 2:18 PM Fly Ash: Sample Location: 10' W. to 10' E. of N.E. Corner of 900 Brentwood N.Approach Coarse Aggregate: Truck/Ticket No: -/63070881 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 92°F Admixtures: Concrete Range: 95°F Slump Range(inches): 7.5* . 1 Weather Conditions: Clear 2 Time Started: 7:30 AM Added Water: Time Completed: 3:30 PM Sample Air Content(%): 6.1 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 305 5 10/2/12 91,940 3,250 . DFR 306 28 10/25/12 7.5* DFR 307 28 10/25/12 DFR 308 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: *Concrete foreman was informed of slump. cc: Mr. Iarry 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 Reviewed b 0)ileilk-c-- Texas CMT, Inc. TBPE Firm: F 4521 :Y 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. TOTAL P.15