The URL can be used to link to this page

ST0501-LR121008 OCT-09-2012 23:37 P.11 At+ Texas CMT, Inca 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 GENERAL REPORT SIEVE ANALYSIS Report Date: October 8,2012 Test Date: October 1,2012 Client: City of Coppell Sieve Analysis Report No.: 6 Project Deforest Road Reconstruction,Coppell,Texas Project No.:211-0125/ST-05-01 Identification: Sieve Analysis of Road Mixed Material(Lime Treated) Method of Test: TEX-101-E Page 1 of 1 Results Specifications Tex-DOT Item 260-1972 Location Actual Percent Passing Minimum Percent Passing 1%"Sieve #4 1%"Sieve #4 Sieve Sieve • 1 MacArthur Blvd. Deceleration Lane, 100.0 69.4 100.0 60.0 • Northbound,72'S.of North End 2 Deforest Road,Eastbound Lane,Sta.26+90 100.0 75.8 100.0 60.0 3 Deforest Road,Eastbound Lane,Sta.29+80 100.0 73.0 100.0 60.0 4 Deforest Road,Eastbound Lane,Sta.31+60 100.0 72.3 100.0 60.0 Test results meet the project specifications. 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:barnobas @yahoo.com Texas CMT,Inc. TBPE Firm: F-4521 Reviewed b : ' u 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.11 OCT-09-2012 23:35 P.03 C Texas CMT, Inc. f 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 8, 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.) (Lb q. DFR 321 5 10/8/12 139,220 4,920 DFR 322 28 10/31/12 1.75 DFR 323 28 10/31/12 DFR 324 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 Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: V2i411-1- ---_,. 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 sunilar products. OCT-09-2012 23:34 P.01 C • Texas CMT4 Inc. Post-it®Fax Note 7871 Date page Construction Materials Testing C 'To J /�.D t�V DP/ES From r and Environmental Consulting fvr/f`rI`,,r{/^ / Q� �i -- Co./Dept.e- V lea• j/. p. Co.&cE cr,_—y1S'i.l(4 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-1 Phoneme## 7Z-304- 3�t gphone#z(4_352.-6475-7/( 7 Fax#011 z,304-3510 Fax# Z(4_3s-a...67 1 REPORT OF CONCRETE MIX OBSERVATION Report Date: October 8, 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. OBSERVATIO r'`IC-10/ Description (Lbs/CuYd) Mix Number: 10L11602 T le 12 t e . 10:07 AM Cement: /0 T led: 11:10 AM 4, : Fly Ash: ple L ation: 30'E. of Prestonwick Center Line ck/Ti et No: 1291 /25542089 Coarse Aggregate: mperature: 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 Gall,' ` Sample Air Content(%): 2.1 Total Cubic Yards Placed: 10 Required Strength(Lbsisq.i ,.i 0 . Specimen Measured Age Date Total Load Compressiv:,ength Remarks Number Slump(in.) (I- ) Tested (Lbs.) (Lbw-. .) ' DFR 313 7 10/5/12 123,640 , 4,370 • DFR 314 28 10/26/12 / . 8.0 DFR315 28 10/26/12 DFR 316 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: • ViL7/ 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,