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ST0501-LR121023 OCT-22-2012 23:43 P.10 C Texas CMT, Inca .• 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 23, 2012 Date Concrete Placed: October 15,2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 92 Contractor: Tiseo Paving Company Project No.: 211-0125 Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement- Deforest Road Westbound Lane/ East of Allen Road MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 8:19 AM Cement: Time Sampled: 8:50 AM Fly Ash: Sample Location: 0'-10' E. of Allen Rd. Centerline Truck/Ticket No: -/- Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 59°F Fine Aggregate: Concrete Range: 76°F Admixtures: Slump Range(inches): 0.75 Weather Conditions: Clear . 1 Time Started: 6:30 AM 2:15 PM 2 • Time Completed: 1:45 PM 4:45 PM Added Water: Sample Air Content(%): 3.0 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 4,000 . Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) ' DFR 365 3 10/18/12 131,340 4,650 DFR 366 N.A. N.A. 3 Cylinders were damaged 15 . 0.75 DFR 367 N.A. N.A. minutes after they were made. DFR 368 N.A. N.A. 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: rCauditl @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas rr yahoo.com • 0211141.___________-, 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-22-2012 23:43 P. 11 A Texas CMT, Inc. ..„ +V! Construction Materials Testing GEE Consu l ts 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 23, 2012 Date Concrete Placed: October 15, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 93 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC / 95 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement - Deforest Road Westbound Lane /East of Allen Road MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 9:09 AM Cement: Time Sampled: 9:44 AM Fly Ash: Sample Location: Sta. 28+25 to 28+35 Truck/Ticket No: -/- Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 66°F Fine Aggregate: Concrete Range: 77°F Admixtures: Slump Range(inches): 1.5 Weather Conditions: Clear 1 Time Started: 6:30 AM 2:15 PM 2 Time Completed: 1:45 PM 4:45 PM Added Water: Sample Air Content(%): 2.8 Total Cubic Yards Placed: 80 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) ' DFR 369 3 10/18/12 122,020 4,320 DFR 370 28 11/12/12 . 1.5 DFR 371 28 11/I2/12 DFR 372 H Hold Test Methods Utilized Fracture Regular ASTM C-31. C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR Remarks and/or Distribution: *Concrete foreman was informed of air-content. cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com , OfiTexas 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-22-2012 23:43 P.12 Le A AYT 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 23, 2012 Date Concrete Placed: October 15, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 94 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC / 95 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement- Deforest Road Westbound Lane/ East of Allen Road MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 10:15 AM Cement: Time Sampled: 10:44 AM Fly Ash: Sample Location: Sta.30+20 to 30+30 Truck/Ticket No: -/- Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 71°F Fine Aggregate: Concrete Range: 81°F Admixtures: Slump Range(inches): 3.0 Weather Conditions: Clear 1 Time Started: 6:30 AM 2:15 PM 2 TiMe Completed: 1:45 PM 4:45 PM Added Water: Sample Air Content(%): 3.0 • Total Cubic Yards Placed: 150 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 373 3 10/18/12 109,220 3,860 DFR 374 28 11/12/12 3.0 . DFR 375 28 11/12/12 DFR 376 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31, C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot -Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan,DeGroot @BurgessNiple.com Mr. Robert Caudill- Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: ( AU 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-22-2012 23:44 P. 13 A . • ATT texas CMI 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 23, 2012 Date Concrete Placed: October 15, 20I2 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No 95 Contractor: Tiseo Paving Company Project No.: 211-0125 Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement - West Half of Deforest Court Intersection with Westbound Deforest Road - Manual Placement MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 11:32 AM Cement: Time Sampled: 12:37 PM Fly Ash: Sample Location: South & East Portions of the Intersection Coarse Aggregate: Truck/Ticket No: -/- Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 77°F Admixtures: Concrete Range: 84°F Slump Range(inches): 1.5 1 Weather Conditions: Clear Tithe Started: 6:30 AM 2:15 PM Added Water: Time Completed: 1:45 PM • 4:45 PM Sample Air Content(%): 2.5 Total Cubic Yards Placed: 20 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 377 3 10/18/12 111,380 3,940 DFR 378 28 11/12/12 1.5 DFR 379 28 11/12/12 DFR 380 H Hold Test Methods Utilized Fracture,Regular ASTM C-3l,C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: MR Remarks and/or Distribution: cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot- Burgess& Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 021,S.----- 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-22-2012 23:44 P.14 A !r 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: October 23, 2012 Date Concrete Placed: October 15, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No,: 96 Contractor: Texas Inlets Project No.: 211-0125 Concrete Supplier and Plant: TXI / 141 City of Coppell Project No.: ST-05-01 Location of Placement: Inlet MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 1:33 PM Cement: 6.0 Sk. Time Sampled: 2:55 PM Fly Ash: Sample Location: Inlet at S.E. of 602 Prestwick Ct. Truck/Ticket No: 3017/ 1510730 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 83°F Fine Aggregate: Concrete Range: 87°F Admixtures: Slump Range(inches): 3.5 Weather Conditions: Clear . 1 Admix/AEA Time Started: 6:30 AM 2:15 PM 2 Tinie 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.ln.) ` DFR 381 3 10/18/12 82,960 2,930 DFR 382 8 10/23/12 . 3.5 DFR 383 28 11/12/12 DFR 384 28 11/12/12 Test Methods Utilized Fracture Regular ASTM C-3I, C-39. C-143 (Unless Noted Otherwise) Cylinders Made By: MR Remarks and/or Distribution: cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 Mr. George Marshall - City of Coppell, Phone: 972-304-3562; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot - Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Mr. Bobby Bounds -California Construction, Phone: 972-670-0368; via E-mail: Bobby @CalConTex.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (314-,4&-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 evIT,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-22-2012 23:44 P.15 It A . A-, Texas CMI, Inc. Construction Materials Testing GEE COnSU ltan 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 23, 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.: 99 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- East Half of Deforest Court Intersection with Westbound Deforest Road- Manual Placement MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 6:50 AM Cement: Time Sampled: 7:50 AM Fly Ash: Sample Location: 20' S.W.of BFR Truck/Ticket No: 162 /564331224 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 54°F Fine Aggregate: Concrete Range: 78°F . Admixtures: Slump Range(inches): 2.25 Weather Conditions: Clear 1 Time Started: 6:30 AM 2 Time Completed: 9:30 AM • Added Water: 0 Gallons Sample Air Content(%): 3.6 Total Cubic Yards Placed: 20 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 393 3 10/22/12 133,420 4,720 DFR 394 28 11/16/12 2.25 DFR 395 28 11/16/12 DFR 396 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 /szde_f______....-. J 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-22-2012 23:44 P.16 Texas CMT, Inc. Ati,VT 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 REINFORCING STEEL PLACEMENT REPORT Report Date: October 22,2012 Test Date: October 19,2012 Client: City of Coppell Reinforcing Steel Report No. 27 Project: Deforest Road Reconstruction,Coppell,Texas Project Number: 211-0125 Identification: Reinforcing Steel Observation City of Coppell Project Number: ST-05-01 Method of Test: Visual Observation Page: 1 of 1 Results: On October 19, 2012 reinforcing steel was observed at the following locations: • Driveway at Sta. 9+23.8 • The following discrepancies were noted and called to the attention of a representative of California Construction: 1. Integral wall L-bars were field bent with radius not meeting ACI requirements. 2. All other discrepancies were corrected prior to concreting. Technician: RG 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 Inc. TBPE Firm: F-4521 Reviewed by: s C MT, 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-22-2012 23:45 P. 17 ) . r 5 © : 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.37 (211-0126 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project: Deforest Road Reconstruction (Lbs/CuFt) Percent I Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:October 12,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Fragments and Yellowish Brown Clayey Sand Report Date:October 23,2012 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 0 0 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Density(/o): Min.95/o S Dark Gray Clay 101.5 17.9 ' * 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 V Required Moisture(%): Clay:OMC+5%; Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content(%) - (%) 100 10 6 Westbound Deforest Road, Subgrade,20' 105.3 20.7 99.2 E.of Allen Road, 15'N.of Centerline 101 10 6 Westbound Deforest Road, Subgrade, 150' 101.5 21.3 95.7 ' E.of Deforest Court,6'N.of Centerline 102 10 6 Westbound Deforest Road, Subgrade, Sta. 102.2 20.9 96.3 ' 30+00, 10'N.of Centerline Test results meet project specifications 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 TBPE Firm: F-4521 Reviewed b : 024,064,..._____ Texas CMT,Inc. T y 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.