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ST0501-LR121129 NOV-30-2012 00:39 P.05 A . - , Inc. AVA _ Construction Materials Testing GEE Consu Itants I n c. 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 29, 2012 Date Concrete Placed: October 30, 2012 Standard 6'x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 114 Contractor: California Construction Project No.:211-0125 Concrete Supplier and Plant: Redi-Mix Concrete/P259 City of Coppell Project No.: ST-0S-01 Location of Placement: Sidewalks, N. & S. Sides MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10711504 Time Sample Batched: 11:31 AM Cement: Time Sampled: 12:17 PM . Fly Ash: Sample Location: E. Side of Allen Rd., 15' S. of y Deforest Coarse Aggregate: Truck/Ticket No: 1256/25561158 • Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 65°F Admixtures: Concrete Range: 70°F • Slump Range(inches): 5.0 .. 1 Weather Conditions: Clear 2 Time Started: 11:00 AM Added Water: 0 Gallons Time Completed: 3:30 PM Sample Air Content(%): 3.4 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.ln.) DFR 453 10 11/9/12 102,260 3,620 _ DFR454 5 0 28 11/27/12 113,180 4,000 DFR455 28 11/27/12 110,580 3,910 DFR 456 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: //� 64-1..--- 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. NOV-30-2012 00:39 P.06 A Texas C1\41;°9 I� 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 29, 2012 Date Concrete Placed: October 31, 2012 Standard 6"xl2"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28:27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 115 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: Driveway Approach MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11601 Time Sample Batched: 1:25 PM Cement: Time Sampled: 2:20 PM Fly Ash: Sample Location: Approach at Sta. 30+66 Truck/Ticket No: 6128/25562222 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 79°F Fine Aggregate: Concrete Range: 78°F Admixtures: Slump Range(inches): 4.0 - Weather Conditions: Clear . . 1 Time Started: 1:30 PM 2 Time Completed: 5:30 PM Added Water: 0 Gallons Sample Air Content(%): 3.4 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.) ' DFR457 9 11/9/12 130,140 4,600 DFR458 4 0 28 11/28/12 151,140 5,350 DFR 459 28 11/28/12 139,680 4,940 .DFR 460 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 Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 02-414_.------ All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the fall 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 00:40 P,07 A Texas C T, Inca AYAL 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 29, 2012 Date Concrete Placed: October 31, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 116 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 from Sta. 24+75 to 25+71 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L1 1601 Time Sample Batched: 2:54 PM Cement: Time Sampled: 3:45 PM Fly Ash: Sample Location: Stem Wall at Sta. 25+10 Y Truck/Ticket No: 1321 /25562330 Coarse Aggregate: Temperature:• Intermediate Aggregate: Ambient Range: 82°F Fine Aggregate: Concrete Range: 80°F Admixtures: Slump Range(inches): 6.75 Weather Conditions: Clear . 1 Time Started: 1:30 PM 2 Time Completed: 5:30 PM Added Water: 10 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 16 Required Strength(Lbs./sq.in.): 3,600 - Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.1n.) • DFR 461 9 11/9/12 120,660 4,270 DFR 462 6.75 28 11/28/12 147,740 5,230 DFR463 28 11/28/12 144,120 5,100 DFR464 • H Hold - I 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. Reviewed by:Y TBPE Firm: F-4521 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-30-2012 00:40 P.08 b." - A , Texas CHIT, 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 29, 2012 Date Concrete Placed: October 31, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 117 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: N. Side Sidewalks from Deforest Ct. East MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10711504 Time Sample Batched: 3:09 PM Cement: Time Sampled: 4:15 PM Sample Location: 75' of N.E.C. of Deforest Ct. and Fly Ash: Deforest Coarse Aggregate: Truck/Ticket No: 1377/25562353 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82°F .. • Concrete Range: 80°F Admixtures: •Slump Range(inches): 4.0 I Weather Conditions: Clear 2 Time Started: 1:30 PM Added Water: 5 Gallons Time Completed: 5:30 PM Sample Air Content(%): 3.1 Total Cubic Yards Placed: 17 Required Strength(Lbs./s/c.in.): 3,000 . . Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) DFR465 9 11/9/12 109,920 3,890 DFR 466 4 0 28 11/28/12 119,320 4,220 DFR467 28 11/28/12 120,360 4,260 DFR 468 1-1 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: bamobas @yahoo.com Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @Ca1ConTex.com 02:414 — ` Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 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 00:40 P.09 A exas 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 29, 2012 Date Concrete Placed: November 1, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 118 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: N. Side BFRs& Sidewalks MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number. 10711504 Time Sample Batched: 1:03 PM Cement: Time Sampled: 2:05 PM • Fly Ash: Sample Location: BFR at N.W.C. of Stratford and Deforest Rd. Coarse Aggregate: Truck/Ticket No: 6134/25563128 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82°F Admixtures: Concrete Range: 75°F - • •Slump Range(inches): 5.75 1 Weather Conditions: Clear 2 Time Started: . 1:00 PM . Added Water: 0 Gallons Time Completed: 3:45 PM Sample Air Content(%): 3.1 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 469 8 11/9/12 111,340 3,940 • DFR470 28 11/29/12 121,520 4,300 5.75 DFR 471 28 11/29/12 129,680 4,590 DFR 472 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 . .. itA . Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: ( aa 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 00:40 P.10 A AMA 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 29, 2012 Date Concrete Placed: November 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.: 119 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 Approach MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 1:24 PM • Cement: Time Sampled: 2:31 PM Fly Ash: Sample Location: Driveway at Sta. 29-4-03 y Truck/Ticket No: 1184/25564172 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 84°F Fine Aggregate: Concrete Range: 82°F . Admixtures: Slump Range(inches): 6.0 - .Weather Conditions: Clear 1 Time Started: 11:30 AM 2 Time Completed: 5:15 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 473 7 11/9/12 102,600 3,630 DFR 474 6 0 28 11/30/12 • DFR 475 28 11/30/12 DFR 476 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: 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 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 00:40 P.11 C Tex . 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 29, 2012 Date Concrete Placed: November 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.: 120 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: Barrier Free Ramps at Castle Creek Drive MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10J11504 Time Sample Batched: 2:24 PM Cement: Time Sampled: 3:35 PM Fly Ash: Sample Location: BFR at N.E.C. of Castle Creek& Deforest Coarse Aggregate: Truck/Ticket No: 1286/25564239 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 86°F . Admixtures: Concrete Range: 84°F .Slump Range(inches): 6.5 1 Weather Conditions: Clear 2 Time Started: 11:30 AM Added Water: 5 Gallons Time Completed: 5:15 PM Sample Air Content(%): Not Tested 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.) DFR477 8 11/10/12 80,800 2,860 • DFR478 6 0 28 11/30/12 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-LE(A-AA. 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 00:40 P.12 A ,a. Texas CMT, Inc. Construction Materials Testing GEE Consultants, nc. 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 29, 2012 Date Concrete Placed: November 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.: 121 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: Tiseo Paving 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: 2546 H Time Sample Batched: 9:32 AM Cement: 7 Sack Time Sampled: 10:45 AM Sample Location: Westside Lane of Northbound •Fly Ash: MacArthur Blvd., 4' N. to 6' S. of Coarse Aggregate: Traffic Light Intermediate Aggregate: Truck/Ticket No: 163 /- Fine Aggregate: Temperature: . Ambient Range: 76°F Admixtures: Concrete Range: 73°F 1 Slump Range(inches): 6.25 2 Weather Conditions: Clear . Added Water: Time Started: 9:30 AM Time Completed: 12:00 PM Sample Air Content(%): 4.7 Total Cubic Yards Placed: 5 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.) . DFR479 2 11/5/12 69,840 2,470 DFR480 3 11/6/12 77,260 2,730 6.25 DFR 481 28 12/1/12 DFR 482 28 . 12/1/12 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 02-4I-19-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. NOV-30-2012 00:41 P.13 A 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 29, 2012 Date Concrete Placed: November 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.: 122 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, E. of Allen MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L1 1602 Time Sample Batched: 11:38 AM Cement: Time Sampled: 12:55 PM Fly Ash: Sample Location: 8'E. Of S.E.C. of Allen&Deforest Truck/Ticket No: 6133/25565095 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 75°F Fine Aggregate: Concrete Range: 75°F Admixtures: Slump Range(inches): 7.0 - •Weather Conditions: Clear 1 Time Started: 12:30 PM 2 Time Completed: 3:30 PM . Added Water: 0 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 9 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.) DFR483 7 11/12/12 86,360 3,050 DFR 484 7.0 28 12/3/12 ' DFR 485 28 12/3/12 DFR 486 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 @CalConTex.com • Texas CMT Inc. TBPE Firm: F-4521 Reviewed b La .. 4 / ' All letters and reports are for the reclusive 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.13 NOV-30-2012 00:43 P.01 IA Texas C ! 'F, Inc. AVA Construction Materials Testing ' Post-lts Fax Note 7671 Date pag°es► and Environmental Consulting pv DAVIIS From 10044 Monroe Drive • Dallas, Texas 75229 Co./Dept.EN GG 1---,451), Co.&EE Ctsu( t • (214) 35. P h o n e me#r+q 72 3 04-3 4 Phone#z(4.-3ca._0 .5 7 Fax#—t IL,3a4-3c70"I/Fax#Z(4—;S (fib1( !z REPORT OF CONCRETE MIX OBSERVATION Report Date: November 29, 2012 Date Concrete Placed: November 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.: 123 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: BFR& Sidewalks MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10J11504 Time Sample Batched: 12:54 PM Cement: Time Sampled: 1:55 PM Fly Ash: Sample Location: 15' E. of S.E.C. of MacArthur& Coarse Aggregate: Deforest • Truck/Ticket No: 1208/25565192 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 75°F Admixtures: Concrete Range: 74°F 1 •Slump Range(inches): 3.5 - Weather Conditions: Clear 2 Time Started: 12:30 PM . Added Water: 0 Gallons Time Completed: 3:30 PM Sample Air Content(%): Not Tested Total Cubic Yards Placed: 20 ' Rec uired Strength(Lbs./sq.in.): 3,000 Specimen Measured Age Date Total Load Compressive Strength Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks DFR 487 7 11/12/12 91,620 3,240 - DFR 488 28 12/3/12 DFR489 3.5 28 12/3/12 DFR 490 H Hold Test Methods Utilized Fracture'Regular ASTM C-3I,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: All letters and reports are for the exclusive use of the client to whom they arc 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 indicarive of the quantities of apparently identical or similar products. NOV-30-2012 00:43 P.02 A ° .. AVA Texas C T, Inc Construction Materials Testing GEE Consulbnts, 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 29, 2012 Date Concrete Placed: November 6, 2012 Standard 6"xl 2"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 124 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: Sidewalk at N.W.C. of Deforest and MacArthur MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) •Mix Number: 10J11504 Time Sample Batched: 12:09 Cement: Time Sampled: 12: Fly Ash: Sample Location: N ' •rthur&Deforest Truck/Ticket No: 63 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 4 i. Fine Aggregate: Concrete Range: Admixtures: Slump Range(inches): 1 •Weather Conditions: C .r • Time Started: 11:00 AM 2 Time Completed: 4:30 PM . Added Water: 0 Gallons Sample Air Content(%): . ested Total Cubic Yards Plac-.. 10 Required Strength .s./sq.in.): 3,000 Specimen Measured ge Date Total Load Corn.. ssive S ength Remarks Number Slump(in.) ays) Tested (Lbs.) bs./Sq.In. DFR491 7 11/13/12 98,840 3,500 DFR 492 8 12/4/12 DFR493 6.75 12/4/12 DFR 494 H Hold Test Methods Utilized Fracture Regular Cylin.= M, :y: 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 S 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 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 00:43 P.03 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: November 29, 2012 Date Concrete Placed: November 6,2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 125 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC/95 City of Coppell Project No.:ST-05-01 Location of Placement: C411 Wall from Sta. 20+50 to 20+00 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 1:45 PM Cement: Time Sampled: 2:55 PM Fly Ash: Sample Location: Sta. 20+25, Bottom Half Truck/Ticket No: 9150/564332453 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 71°F Fine Aggregate: Concrete Range: 75°F . Admixtures: Slump Range(inches): 5.75 •Weather Conditions: Clear 1 Time Started: • 11:00 AM 2 Time Completed: 4:30 PM • Added Water: 15 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 9 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.) DFR495 3 11/9/12 89,740 3,170 DFR496 7 11/13/12 111,200 3,930 DFR 497 5.75 28 12/4/12 DFR 498 28 12/4/12 DFR 499 • 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: gMrrhhall@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: ` 2 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 ow 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 00:43 P.04 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 29, 2012 Date Concrete Placed: November 7, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 126 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: BFRs & Sidewalk at Lake Forest& Deforest MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10/11504 Time Sample Batched: 3:19 PM Cement: Time Sampled: 4:10 PM Fly Ash: Sample Location: BFR at S.E.C. of Lake Forest and Deforest Coarse Aggregate: Truck/Ticket No: 1269/25567126 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 73°F • Admixtures: Concrete Range: 75°F - • Slump Range(inches): 6.0 • 1 Weather Conditions: Clear 2 Time Started: 3:30 PM Added Water: 5 Gallons Time Completed: 5:30 PM Sample Air Content(%): 3.1 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 500 7 11/14/12 101,960 3,610 DFR 501 6.0 28 12/5/12 DFR 502 28 12/5/12 DFR 503 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: V2.:. 1—lj-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,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 00:44 P.05 A AIM Texas C\ 1 T, Inc Construction Maters 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 29, 2012 Date Concrete Placed: November 8, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction oncrete Report No.: 127 Contractor: Iowa Bridge and Culvert O Project No.:211-0125 Concrete Supplier and Plant: LMC/95 Ci of Co ell ject o.: ST-01 Location of Placement: C411 Wall, S. Side, from =Sta. 19+80 to 19+16 .. Source/ SSD Batch Wts. MATERIALS Description (Lbs/CuYd) OBSERVATION DATA Mix Number: 1701 Time Sample Batched: 2:1: PM Cement: Time Sampled: 3: PM Fly Ash: Sample Location: %, S 19+50,Bottom Half Coarse A Truck/Ticket No: 9 50/564332563 ggregate: Temperature: / Intermediate Aggregate: Ambient `0°F Fine Aggregate: Concrete f•• 7°F Admixtures: Slump Range (inches). X7.0 1 •Weather Conditions: , , Partly Cloudy Time Started: 1:00 PM 2 Time Completed: 5:30 PM • Added Water: Sample Air Content(%): 2.7 Total Cubic Yards Placed: 9 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.) DFR504 11/12/12 79,140 2 800 DFR 505 7 11/15/12 114,720 4,060 DFR 506 7.0 12/6/12 DFR 507 28 12/6/12 DFR 508 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 a....., Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: jl2zi 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. Om 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 00:44 P.06 A . A-A • TexLd 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 29, 2012 Date Concrete Placed: November 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.: 128 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, E. of Allen, Sta. 28+75 to 29+85 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10.111504 Time Sample Batched: 3:07 PM Cement: Time Sampled: 4:20 PM Fly Ash: Sample Location: Sta 29+25 • Coarse Aggregate: Truck/Ticket No: 1287/25568050 Temperature: Intermediate Aggregate: Ambient Range: 81°F Fine Aggregate: Concrete Range: 75°F Admixtures: Slump Range(inches): 7.75 - •Weather Conditions: Partly Cloudy I Time Started: 1:00 PM 2 Time Completed: 5:30 PM . Added Water: 30 Gallons Sample Air Content(%): 3.1 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 509 7 11/15/12 98,640 3,490 DFR 510 28 12/6/12 DFR 511 7.75 28 12/6/12 DFR 512 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 , Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: t , 4 Ali 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 00:44 P.07 C • 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 29, 2012 Date Concrete Placed: November 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.: 129 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC/952 City of Coppell Project No.: ST-05-01 Location of Placement: C411 Wall, S. Side, from Sta. 18+57 to 19+33 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 1:25 PM Cement: Time Sampled: 2:30 PM Fly Ash: Sample Location: Sta. 18+90, Bottom Half Truck/Ticket No: 7069/62940205 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 56°F Fine Aggregate: Concrete Range: 72°F . Admixtures: Slump Range(inches): 4.0 - Weather Conditions: Clear 1 Time Started: 1:00 PM 2 Time Completed: • 4:45 PM • Added Water: 20 Gallons Sample Air Content(%): 4.1 Total Cubic Yards Placed: 9 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 513 3 11/15/12 77,460 2,740 DFR 514 8 11/20/12 104,160 3,680 DFR 515 4.0 28 12/10/12 DFR 516 28 12/10/12 Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG Remarks and/or Distribution: * Called Rusty @ 214-347-1325 with 3-day break result. 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 • Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: r2i-40--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. NOV-30-2012 00:44 P.08 C 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: November 29, 2012 Date Concrete Placed: November 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.: 130 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, N. Side, Sta. 9+30 to 10+00 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 2:08 PM Cement: Time Sampled: 3:15 PM Fly Ash: Sample Location: Sta.9+60 Truck/Ticket No: 1286/25569726 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 55°F Fine Aggregate: Concrete Range: 72°F . Admixtures: Slump Range(inches): 8.75 - •Weather Conditions: Clear 1 Time Started: 1:00 PM 2 Time Completed: 4:45 PM • Added Water: 5 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 8 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 517 8 11/20/12 118,900 4,210 DFR 518 28 12/10/12 DFR 519 8.75 28 12/10/12 DFR 520 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 @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: 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 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 00:44 P.09 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 29, 2012 Date Concrete Placed: November 14,2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 131 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 &N. Side MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 1:40 PM Cement: Time Sampled: 2:35 PM Fly Ash: Sample Location: South side wall stem, 10' E. of BFR Coarse Aggregate: at S.E.C. of MacArthur&Deforest Truck/Ticket No: 1321 /25571298 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 61°F Admixtures: Concrete Range: 68°F - Slump Range(inches): 6.5 1 Weather Conditions: Partly Cloudy 2 Time Started: 1:15 PM • Added Water: 0 Gallons Time Completed: 5:15 PM Sample Air Content(%): Not Tested Total Cubic Yards Placed: 10 Required Strength(LbsJsq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) DFR 521 7 11/21/12 108,220 3,830 DFR 522 6 5 28 12/12/12 DFR 523 28 12/12/12 DFR 524 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 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 MI 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 00:45 P.10 A . AVA 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 29, 2012 Date Concrete Placed: November 14,2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 132 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC/955 City of Coppell Project No.: ST-05-01 Location of Placement: C411 Wall, from Sta. 18+57 to 17+90 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 2:32 PM Cement: Time Sampled: 3:50 PM Fly Ash: Sample Location: 70'E.of 828 Deforest Driveway Truck/Ticket No: 3021 /64332881 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 61°F Fine Aggregate: Concrete Range: 68°F Admixtures: Slump Range(inches): 5.25 - 1 •Weather Conditions: Partly Cloudy • Time Started: 1:15 PM 2 Time Completed: 5:15 PM • Added Water: 10 Gallons Sample Air Content(%): 4.0 Total Cubic Yards Placed: 9 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 525 5 11/19/12 105,460 3,730 DFR526 7 11/21/12 118,160 4,180 DFR 527 4.0 28 12/12/12 DFR 528 28 12/12/12 DFR 529 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 @Ca1ConTex.com • Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 'O..s.t(gdc--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 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 00:45 P.11 0 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: November 29, 2012 Date Concrete Placed: November 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.: 133 Contractor. Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC/955 City of Coppell Project No.:ST-05-01 Location of Placement: C411 Wall, S. Side, from Sta. 17+13 to 17+95 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 3:00 PM Cement: Time Sampled: 4:25 PM • Fly Ash: Sample Location: Sta. 17+65 Truck/Ticket No: 8090/64333041 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 64°F Fine Aggregate: Concrete Range: 69°F Admixtures: Slump Range(inches): 5.5 - Weather Conditions: Clear 1 Time Started: 1:00 PM 2 Time Completed: 5:45 PM • Added Water: 20 Gallons Sample Air Content(%): 4.4 Total Cubic Yards Placed: 9 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 530 3 11/19/12 85,780 3,030 DFR 531 7 11/23/12 115,540 4,090 DFR 532 5.5 28 12/14/12 DFR 533 28 12/14/12 DFR 534 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: bamobas @yahoo.com Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @Ca1Co x.com • Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 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. NOV-30-2012 00:45 P.12 AWi Texas CMT, Inca Construction Materials Testing GEE C Inc• 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: November 29,2012 Date Concrete Placed: November 19, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 134 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC/952 City of Coppell Project No.: ST-05-01 Location of Placement: C411 Wall, S. Side, from Sta. 16+60 to 17+30 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 1:29 PM Cement: Time Sampled: 2:35 PM Fly Ash: Sample Location: Sta. 16+95, Bottom Half Truck/Ticket No: 9142/62940488 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 72°F Fine Aggregate: Concrete Range: 74°F Admixtures: Slump Range(inches): 5.75 - •Weather Conditions: Partly Cloudy 1 Time Started: 1:00 PM 2 Time Completed: 4:00 PM • Added Water: 20 Gallons Sample Air Content(%): 4.0 Total Cubic Yards Placed: 9 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.) I DFR 535 2 11/21/12 72,520 2,570 DFR 536 7 11/26/12 104,300 3,690 DFR 537 5.75 28 12/17/12 DFR 538 28 12/17/12 DFR 539 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: 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 00:45 P.13 AIL 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: November 29, 2012 Date Concrete Placed: November 21, 2012 Standard 6x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Arca: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 135 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC City of Coppell Project No.:ST-05-0 1 Location of Placement: C411 Wall, Approximately from Sta. 16+60 to 16+05 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: Time Sample Batched: Cement: Time Sampled: Fly Ask Sample Location: • Truck/Ticket No: Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: °F Fine Aggregate: Concrete Range: °F Admixtures: Slump Range(inches): Weather Conditions: • Time Started: 10:00 AM 2 Time Completed: 1:30 PM • Added Water: Sample Air Content(%): Total Cubic Yards Placed: 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 540 7 11/28/12 85,880 3,040 DFR 541 28 12/19/12 DFR 542 28 12/19/12 DFR 543 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39,C-143 (Unless Noted Otherwise) Cylinders Made By: Iowa Bridges& Culvert 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 • 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. TOTAL P.13