Loading...
ST0501-LR121031 NOV-21-2012 05:31 P.01 1. C texas CMTT Inca AVA Post-it®Fax Note 7671 Date #of Construction Materials Testing pages To pV n'f`" and Environmental Consulting c t`1 hl'f V c Prom -r-e,440... c& Co./Dept.CN&G., TING', Co.(../C C"�sl.t.r{'ZI.,I+t45 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352- Phoney# 4 72- Q4„ `CY4pholne�#2 �t�3s�.��p�7 .Fax#°1-z 304-3c70 Fax#Zf4.-35z._697L_ REPORT OF CONCRETE MIX 0 : . ' • T .,TION Report Date: October 31, 2012 Date Concrete P.ced: October 3, 2012 Standard 6"x12"Cylinders Client: City of C...:„. " Cylinder Cross-sectional Area:28.27 Square Inches Project: Def• - •oad Reconstruction Concrete Report No.: 80 Contractor: es saving Company Project No.:211-0125 Concrete Supplier and Plant: /95 City of Coppell Project No.: ST-05-01 Location of Placement: P:vement- Eastbound ■-forest Road MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 9:13 AM Cement: Time Sampled: 10:10 AM Fly Ash: Sample Location: Across from 900 Deforest Front Door Coarse Aggregate: I Truck/Ticket No: -/63070904 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 72°F Admixtures: Concrete Range: 80°F Slump Range(inches): 4.0 1 Weather Conditions: Clear 2 Time Started: 9:00 AM Added Water: Time Completed: 6:30 PM Sample Air Content(%): Not Tested 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.) DFR317 5 10/8/12 115,240 4,080 . DFR318 28 10/31/12 153,220 5 , 4.0 DFR 319 28 10/31/12 156,480 540 DFR 320 H ..old Test Methods Utilized Fractur 1g 1. Cylinders Made By: RG ASTM C-31,C-39, C-143 (UM-. of=• otherwise) Remarks and/or Distribution: /, & (?01 cc: Mr. La Davis -Ci of I a: 1, • .one: 972-30 i xt 972-304-3570 1 Mr. George Marshall - 1 t s•t-II, Phone: 9 304 2; via E-mail: gMarshall`,coppelltx. v Mr. Dan DeGroot - Bur• '. & t. e, Inc., Phone- 972-620-1255; via E-mail: Dan.DeGroot @BurgessNiple.com • Mr. Robert Caudill -Tis . .-avin., Company, Phone: 972-289-0723; via E-mail: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo -mg Company, via E-mail: barnobas @yahoo.com �. Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. NOV-21-2012 05:31 P.02 A Awe 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 31, 2012 Date Concrete Placed: October 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.: 81 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 - Eastbound Deforest Road MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 11:34 AM Cement: Time Sampled: 12:00 AM Fly Ash: Sample Location: 30'East of Deforest Court Truck/Ticket No: -/63070913 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 77°F Fine Aggregate: Concrete Range: 80°F Admixtures: Slump Range(inches): 1.75 Weather Conditions: Clear 1 Time Started: 9:00 AM 2 Time Completed: 6:30 PM Added Water: Sample Air Content(%): 6.7 Total Cubic Yards Placed: 170 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 321 5 10/8/12 139,220 4,920 DFR322 28 10/31/12 174,360+ 6,17k 1.75 DFR 323 28 10/31/12 175,200+ (-00+ DFR 324 H Hold Test Methods Utilized Fracture Regular C i ters ade 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 r)2.44,4_______. 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 CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. NOV-21-2012 05:31 P.03 C Texas CHIT, Inc. „ AITA Construction Materials Testing GEE Consu Itan s, 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 31, 2012 Date Concrete Placed: October 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.: 82 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 Stem Wall MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 9:45 AM Cement: Time Sampled: 10:50 AM Fly Ash: Sample Location: S.E. Corner of Deforest & Lake Forest Coarse Aggregate: Truck/Ticket No: 6131 /25544062 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 76°F Concrete Range: 82°F • Admixtures: Slump Range(inches): 6.5 1 Weather Conditions: Clear 2 Time Started: 9:00 AM . Added Water: 0 Gallons Time Completed: 6:30 PM Sample Air Content(%): 2.8 Total Cubic Yards Placed: 5 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 325 7 10/10/12 102,000 3,610 DFR 326 6.5 28 10/31/12 138,840 4,910. DFR327 28 10/31/12 136,880 4,:'0 DFR 328 H Hold Test Methods Utilized Fracture.Regular C r .- 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: giecc---- 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 axe not necessarily indicative of the quantities of apparently identical or similar products. NOV-21-2012 05:31 P.04 Texas C 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 31, 2012 Date Concrete Placed: October 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.: 83 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC /952 City of Coppell Project No.: ST-05-01 Location of Placement: Pavement- Leave-outs at Westbound Deforest Road MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 2:35 PM Cement: Time Sampled: 4:15 PM Sample Location: Leave-out across from S.E. Corner Fly Ash: of Deforest&Lake Forest Coarse Aggregate: Truck 1 Ticket No: -/62938182 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 82°F Concrete Range: 86°F Admixtures: Slump Range(inches): 1.75 - 1 Weather Conditions: Clear 2 Time Started: 9:00 AM Added Water: 5 Gallons Time Completed: 6:30 PM Sample Air Content(%): 6.1 Total Cubic Yards Placed: 250 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 329 5 10/8/12 119,940 4,240 DFR330 28 10/31/12 145,380 5,140 1.75 DFR 331 28 10/31/12 156,400 5, DFR 332 H Hold Test Methods Utilized Fracture Regular ,finders Made By: RG ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Remarks and/or Distribution: cc: Mr. Larry Davis -City of Coppell, Phone: 972-304-3684;via Fax: 972-304-3570 Mr. George Marshall- City of Coppell,Phone: 972-304-3562; via E-mail: gMarshall @coppelitx.gov Mr. Dan DeGroot- Burgess&Niple, Inc., Phone: 972-620-1255; via E-mail: Dan,DeGroot @BurgessNiple.com Mr. Robert Caudill - Tiseo Paving Company, Phone: 972-289-0723; via E-mail: rCaudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: / �''i'll't4 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.17 u 0 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 31, 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.: 102 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: South Side Integral Wall MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 12:49 PM Cement: Time Sampled: 2:00 PM Fly Ash: Sample Location: Sta. 7+10 Truck/Ticket No: 6134/25556818 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 82°F Fine Aggregate: Concrete Range: 84°F Admixtures: Slump Range(inches): 8.25 Weather Conditions: Partly Cloudy 1 • Time Started: 11:00 AM 2 Time Completed: 5:15 PM . Added Water: 25 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 405 7 10/30/12 98,420 3,480 Buff color added on-site. DFR 406 28 11/20/12 • 8.25 DFR 407 28 11/20/12 DFR 408 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 0,24,..Livec.,_______ 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,Ire. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. NOV-21-2012 05:35 P.18 A +11/ 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 31, 2012 Date Concrete Placed: October 24, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 105 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: Residential Driveway Approach MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 11:22 AM . Cement: Time Sampled: 12:16 PM Fly Ash: Sample Location: Driveway Approach at 820 Deforest y Road Residence Coarse Aggregate: Truck/Ticket No: 1055/25557613 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 79°F Admixtures: Concrete Range: 80°F Slump Range(inches): 5.25 1 XUM11 Weather Conditions: Cloudy 2 Time Started: 11:00 AM Added Water: Time Completed: 3:45 PM Sample Air Content(oro): 1.5 Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR417 7 10/31/12 127,100 4,500 . DFR 418 28 11/21/12 5.25 DFR 419 28 11/21/12 DFR 420 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31, C-39,C-I43 (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 .0--244_____ Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of Texas CMT,Inc. The use of our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products. NOV-21-2012 05:35 P.19 . 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 31, 2012 Date Concrete Placed: October 24, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square inches Project: Deforest Road Reconstruction Concrete Report No.: 106 Contractor: Texas Inlets Project No.: 211-0125 Concrete Supplier and Plant: TXI / 141 City of Coppell Project No.: ST-05-01 Location of Placement: North Side Inlet, E. End MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 8274 Time Sample Batched: 1:39 PM Cement: 6.0 Sk. Time Sampled: 2:27 PM Fly Ash: Sample Location: Inlet at Sta. 28+54 Y Truck/Ticket No: 3005/ 1520058 Coarse Aggregate: 1" CS Temperature: Intermediate Aggregate: Ambient Range: 83°F Fine Aggregate: Concrete Range: 90°F Slump Range(inches): 3.0 Admixtures: Weather Conditions: Clear 1 Admix/AEA Time Started: 11:00 AM 2 • Time Completed: 3:45 PM Added Water: Sample Air Content(%): 3.0 Total Cubic Yards Placed: 5.5 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.) DFR421 7 10/31/12 135,480 4,790 DFR 422 28 11/21/12 DFR423 3.0 28 11/21/12 DER 424 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 ragml. de...4_____ Texas CMT, Inc. TB PE 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.