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ST0501-LR121030 OCT-31-2012 01:33 P.01 r C • ,, Texas CMII Inc A Construction Materials Testing Post-it®Fax Note 7671 Date pages ► — and Environmental Consulting To 1- //F�FY f)f vi./ From ,�� c-4\41" Co./Dept.tit' )GG /—!�Sp. Co.6:1 ce C,�,' s,44 A/i'>5 10044-Monroe Drive • Dallas, Texas 75229 • (214) 352 �( f C�' Phone# Phoneyy# r�'-7 fr3Q'"T'3k3��:Jyy4 L.l�',3�°72 '/C'a f�77 7 Fax#—tiZ'30.4_35 (0 Fax#zl4.—';7 9 !/ REPORT OF CONCRETE M[IX OBSERVATION Report Date: October 30, 2012.. Date Co nprd�Placed: September 26, 2012 Standard 6"x12"Cylinders Client: �iiX_Of Coppell ✓,�' J Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Roa construction Concrete Report No.: 69 Contractor: Ti co Paving Company Project No.:211-0125 Concrete Supplier and Plant: C/95 City of Coppell Project No.: ST-05-01 Location of Placement: treet- 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: j Panel along MacArthur Boulevard (Manually Placed) Coarse Aggregate: Truck/Ticket No /_(/ -/63070787 Intermediate Aggregate: Temperature: Fine Aggregate: .-° . Ambient Range: 78°F Admixtures: rr' Concrete Range: 8601 1 y Slump Range(inches): : /� <../ 1", Weather Conditions: //I71 / 2 Time Started: 7 0 AM Added Water: f Time Completed: :30 PM Sample Air Content(%): 4.7 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR273 5 10/1/12 110,780 3,920 • DFR 274 4.0 28 10/24/12 143,180 X5,006600 DFR 275 28 10/24/12 136,900 ✓" 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 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: rCuudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com (7;22_4/ ' 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 CIVIT,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 of similar products. OCT-31-2012 01:34 P.02 . . A . , • '- Texas CMT, Inc. • Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: October 30, 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 I 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 DFR278 28 10/24/12 156,940+ 5,550+ 1.25 DFR279 28 10/24/12 156,660+ 5,540+ DFR 280 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 &Nipl.e, 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: 0241A<"----- 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-31-2012 01:34 P.03 C 4t Texas CMT, Inca ,... ATA 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 30, 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 y 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 Time Completed: 3:30 PM Added Water: Sample Air Content(%): 4.0 Total Cubic Yards Placed: 220 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.) DFR281 5 10/1/12 121,300 4,290 DFR282 28 10/24/12 157,380+ 5,570+ 1.0 DFR 283 28 10/24/12 158,360+ 5,600+ DFR 284 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 • 02,_ y 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-31-2012 01:34 P.04 • • 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: October 30, 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. pBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 12:12 PM Cement: Time Sampled: 12:42 PM Sample Location: 60'E. of 748 Deforest Approach Fly Ash: Truck/Ticket No: -/63070820 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 87°F Fine Aggregate: Concrete Range: 87°F Slump Range(inches): 1.25 • Admixtures: Weather Conditions: Clear 1 Time Started: 7:30 AM 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 DFR286 28 10/24/12 159,980+ 5,660+ 1.25 DFR 287 28 10/24/12 162,480+ (71:750 _ DFR 288 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 s Reviewed b �/ 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. OCT-31-2012 01:35 P.06 x C Texas CMT, 'Inc. ATA 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 30, 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 4 10/1/12 148,960 5,270 DFR 294 28 10/25/12 179,760+ 6,360+ • 1.0 DFR 295 28 10/25/12 184,080+ 6,510+ DFR 296 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. Waiter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com 2#.&./4_,,,r________.- Te xas CMT, Reviewed b Inc. TBPE Firm: F-4521 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-31-2012 01:36 P.10 , .. 4 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: October 30, 2012 Date Concrete Placed: September 28, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 78 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 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 8:34 AM Cement: Time Sampled: 9:53 AM Fly Ash: Sample Location: East Half of Connection Between Northbound Inglenook Court and Coarse Aggregate: Deforest Road Intermediate Aggregate: Truck/Ticket No: -/63070887 Fine Aggregate: Temperature: • Ambient Range: 81°F Admixtures: Concrete Range: 89°F 1 Slump Range(inches): 6.75 2 Weather Conditions: . Partly Cloudy Added Water: Time Started: 7:30 AM Time Completed: 1:00 PM Sample Air Content(%): 4.0 Total Cubic Yards Placed: 40 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 309 4 10/2/12 105,600 3,740 DER 310 28 10/26/12 132,800 4,700 6.75 DFR311 28 10/26/12 135,520 4,790 DER 312 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 je_z____________ 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-31-2012 01:36 P.11 ' . . C Texas CMT, Inca 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 30, 2012 Date Concrete Placed: September 28, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 79 Contractor: California Construction Project No.: 211-0125 Concrete Supplier and Plant: Redi-Mix Concrete / P259 City of Coppell Project No.: ST-05-01 Location of Placement: Integral Wall Stem -. South Side of Deforest Road MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 10:07 AM Cement: Time Sampled: 11:10 AM Fly Ash: Sample Location: 30' E.of Prestonwick Center Line . Truck/Ticket No: 1291 /25542089 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 82°F Fine Aggregate: Concrete Range: 86°F Admixtures: Slump Range(inches): 8.0 Weather Conditions: Partly Cloudy • 1 • Time Started: 10:00 AM 2 Time Completed: 12:30 PM . Added Water: 0 Gallons Sample Air Content(%): 2.1 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.) DFR313 7 10/5/12 123,640 4,370 DFR 314 8 0 28 10/26/12 151,200 5,350 ' DFR 315 28 10/26/12 157,360 5,570 DFR 3 l 6 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: rCaudili @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Mr. Bobby Bounds - California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com 12 ' G 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-31-2012 01 :36 P. 12 .4.• . C , s OVA Texas CMT, Inc Construction Materials Testing GEE (:OflSU Itaiits, 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 30, 2012 Date Concrete Placed: October 15, 2012 Standard 65(12"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. Fly Ash: Truck/Ticket No: 3017/ 1510730 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 83°F Fine Aggregate: Concrete Range: 87°F . Slump Range(inches): 3.5 Admixtures: 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 Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 381 3 10/18/12 82,960 2,930 DFR 382 8 10/23/12 102,740 3,630 DFR 383 3.5 28 11/12/12 DFR 384 28 11/12/12 - Test Methods Utilized Fracture Regular Cylinders Made By:1 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 &Nip?le, 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 / i‘de, 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-31-2012 01:36 P.13 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: October 30, 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 Sample Location: 60'- 120' West of Inglenook Court Fly Ash: Truck/Ticket No: 134/25552279 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 76°F Fine Aggregate: Concrete Range: 79°F F Slump Range(inches): • Admixtures: Weather Conditions: Clear . 1 XUN11 Time Started: 1:00 PM 2 XUEI i 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_Strangt Remarks . Number Slump(in.) (Days) Tested (Lbs.) (41$4") DFR385 7 10/23/12 112,340 03,970 DFR 386 28 11/13/12 • 7.5 DFR 387 28 11/13/12 DFR 388 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: Stand-by time from 1:30 PM to 2:30 PM wailing 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 i2•:..izoae.._____ 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-31-2012 01 :37 P.14 C r. 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: October 30, 2012 Date Concrete Placed: October 17, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 98 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: Sidewalk-North Side of Deforest Road, Between Inglenook Court and Prestwick Court MATERIALS Source / SSD Batch Wts, OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 11:27 AM • Cement: Time Sampled: 12:45 PM Sample Location: S.of Prestwick Court Fence Fly Ash: Truck/Ticket No: 1391 /25552845 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 88°F Fine Aggregate: Concrete Range: 89°F . Slump Range(inches): 5.25 Admixtures: .. Weather Conditions: Clear 1 XUN 11 • Time Started: 11:30 AM 2 XUEI l Time Completed: 2:00 PM • Added Water: Sample Air Content(%): 4.0 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Stre gth Remarks ' Number Slump(in.) (Days) Tested (Lbs.) (L. . q. n DFR 389 7 10/24/12 94,000 3 I DFR 390 5.25 28 11/14/12 • DFR 391 28 11/14/12 DFR 392 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 & Niplle, 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 eO2a4z9___„ 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 frill 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-31-2012 01 :37 P.15 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 30, 2012 Date Concrete Placed: October 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.: 100 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 at Station 9+23.8 MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 1:29 PM Cement: Time Sampled: 2:20 PM Fly Ash: Sample Location: N. Half of Driveway at Sta. 9+23.8 Truck/Ticket No: 6131 /25555076 Coarse Aggregate: • Temperature: Intermediate Aggregate: Ambient Range: 74°F Fine Aggregate: Concrete Range: 75°F Admixtures: Slump Range(inches): 5.0 Weather Conditions: Clear 1 XUN 11 • Time Started: 11:00 AM 2 XUE 1 I Time Completed: 4:45 PM . Added Water: Sample Air Content(%): 5.3 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 397 7 10/26/12 114,380 4,050 DFR398 5 0 28 11/16/12 • DFR 399 28 11/16/12 DFR 400 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 (.3"24/AeL______ 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-31-2012 01:37 P.16 r C t1 I I 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 .texasemt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: October 30, 2012 Date Concrete Placed: October 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.: 101 Contractor: Texas Inlets Project No.:211-0125 Concrete Supplier and Plant: TX' / 141 City of Coppell Project No.: ST-05-01 Location of Placement: Inlet Extensions at Sta. 24+81,28+54 & 30+93 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 2:14 PM Cement: 6.0 Sic Time Sampled: 3:25 PM Fly Ash: Sample Location: Inlet at Sta. 30+93 Truck/Ticket No: 7065/ 1516083 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 76°F Fine Aggregate: Concrete Range: 76°F Admixtures: Slump Range(inches): 2.0 Weather Conditions: Clear 1 Admix/AEA Time Started: 11:00 AM 2 Time Completed: 4:45 PM . Added Water: 5 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 5.0 Required Strength(Lbs./sq.in.): 4,200 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR401 7 10/26/12 106,520 3,770 DFR402 28 11/16/12 • 2.0 DFR 403 28 11/16/12 DFR 404 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: 02/11.4______.. 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. OCT-31-2012 01:38 P.20 C 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 30, 2012 Date Concrete Placed: October 27, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 110 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement Utility Patch MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1915 Time Sample Batched: :03 M . Cement: Time S led: 0 AM Fly Ash: Sample L c 'on orthbound Outside Lane at N.E. Corner of MacArthur Blvd. and Coarse Aggregate: Deforest Road Intermediate Aggregate: Tru T ket No 706/564331814 Fine Aggregate: f Te perat re: Admixtures: ! Ambient Range: 45°F 1 Concrete Range: 69°F - Slump Range(inches): 2.25 2 Weather Conditions: Clear Time Started: 8:45 AM Added Water: 30 Gallons er", Time Completed: 12:00 PM le.,4/ Sample Air Content(%): 4.7 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): _ 5,000 Specimen Measured Age Date Total Load Compres v Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (L s. .In.) DFR 437 2 10/29/12 122,420 4,3 0 DFR 438 28 11/24/12 / 2.25 DFR 439 28 11/24/12 DFR 440 H Hold Test Methods Utilized Fracture Regular ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG Remarks and/or Distribution: cc: Mr. Larry Davis- City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall- City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot-Burgess &Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: All levers 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-31-2012 01:38 P.18 A tirA . 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 30, 2012 Date Concrete Placed: October 23, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 103 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 Approaches and Sidewalk MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 .>/ Time Sample Batched: 1:12 PM Cement: Time Sampled: 2:40 PM Fly Ash: Sample Location: Driveway Approach at 832 Deforest Road Coarse Aggregate: ;' Truck/Ticket a 1265/25556845 Intermediate Aggregate: i Temperat . Fine Aggregate: I /. 1 / Am lent Range: 82°F Admixtures: 1 Concrete Range: 84°F ' uI e(inches): 425 1 . � at er nditions: Partly Cloudy 2 1 ime Started: 11:00 AM Added Water: 5 Gallons I Time Completed: 5:15 PM Sample Air Content(%): 3.0 Total Cubic Yards Placed: 20 • Required Strength(Lbs./s,..1 : 3.600 Specimen Measured Age Date Total Load Compressi.- tren:h Remarks Number Slump(in.) (Days) Tested (Lbs.) (L... q. . DFR 409 7 10/30/12 124,160 4,390 DFR 410 28 11/20/12 DFR411 4.25 28 11/20/12 DFR 412 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) 1 P,Sc-—'—J 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-31-2012 01:38 P.19 r 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: October 30, 2012 Date Concrete Placed: October 23, 2012 Standard 6x12°Cylinders Client City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 104 Contractor: Texas Inlets . Project No.:211-0125 Concrete Supplier and Plant: TXI / 150 City of Coppell Project No.: ST-05-01 Location of Placement: North Side Inlets, E. End MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: . 2:42 PM Cement: 6.0 Sk. Time Sampled: 3:45 PM Fly Ash: Sample Location: Inlet Walls at Sta. 28+54 Truck/Ticket No: 8026/ 1518776 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 84°F Fine Aggregate: Concrete Range: 86°F Admixtures: Slump Range(inches): 2.0 Weather Conditions: Partly Cloudy 1 . Admix/AEA Time Started: 11:00 AM 2 Time Completed: 5:15 PM Added Water: 5 Gallons Sample Air Content(%): 3.4 Total Cubic Yards Placed: 6.5 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 413 7 10/30/12 128,020 4,530 DFR 414 28 11/20/12 2.0 DFR415 28 11/20/12 DFR 416 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 CAT,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.