The URL can be used to link to this page

ST0501-LR120702 JUL-03-2012 01: 13 P.03 I Pr Texas CMT, Inc. Construction Materials Testing GEE Co,isuItants Inc. and Environmental Consulting P 10044'Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (2 4) 352-6972 • www .texascmt.com GENERAL REPORT • CANCELLATION ❑ STAND-BY Report Date: July 2,2012 Test Date: July 2,2012 Client: Tiseo Paving Company Cancellation/Standby Report No. 6 Project: Deforest Road Reconstruction Proje1tNumber: 211-0126 Identification: Cancellation City of Coppell Project No.: ST-05-01 Page: 1 of 1 Results Scheduled Time: 12:00 PM Type of Service Scheduled: Density Tests Between Sta. 9+00 & Lake Forest, 1.5'to 2' Below Top of S. Side Wall Time Left Lab: 11:15 AM Time Arrived at Job: 12:15 PM Time Left Job: 12:45 PM Time Returned to Lab: 1:15 PM Total Charged Time: 2.0 Hours Reasons: (1) Most of lift surface dusty dry,no water utilized. (2) N. & S. edges of lift uncompacted. G '• • (3) 1.5' to 2' wide area between bobcat wheel paths uncompacted. • (4) Numerous tree roots noted in this lift. ,�.. (5) 6"to 8"concrete fragments,PVC,black plastic tarp,grass&roots no ed in the fill material west of Lake Forest. 7/g/ Informed Walter of Tiseo Paving by telephone of the observations.Not ready for testing. ?01a Technician: RG Car 9,vP cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax: 972-304-357 Mr.George Marshall-City of Coppell,Phone: 972-304-3562;via E-mail:gMar h 1 @coppelltx.gov r Mr. Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:D .DeGroot @BurgessNiple Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via E-mail: Caudill @TiseoPaving. •" Mr.Bobby Bounds-California Construction,Phone: 972-670-0368;via E-mail:Bobby @CalConTex.com Texas CMT,Inc. TBPE Firm: F-4521 Reviewed by: Olet' All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without he 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.03 a 2 : r iyey 1 1 /2- MAX RELIEF THICHKNESS AS SPECIFIED ON PLANS yiT Goo JUL-03-2012 01:12 P.01 C ATT Texas CM , Inc. Construction Materials Testing Post-it®Fax Note 7671 Date pages► and Environmental Consulting To �iq R `/ A v Ts From -rgxas Ge T/ . co./DeptiN5pce_rogfr4166.c.. 6,6c 61:5-0s UA 442.06 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352 Phone#G 72�3o4 3.CM Phone#.Z!4 352. .757 Fax# 9. 2._304-3 570 Fax#2 t4 3CZ'4117_ REPORT OF CONCRETE MIX OBSERVATION Report Date: July 2, 2012 Date Concrete Placed: June 4, 2012 Standard 6"x12" Cylinders Client: City of Coppell C tinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 32 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: Stem Wall, S. Side, Approx. from Sta. 16+29 to 16+61 MATERIALS Source / SSD Batch Wts. OBSERVATION D ,TA Description (Lbs/CuYd) Mix Number: 10LI1602 Time Sample Batched: 9:51 AM Cement: r Time Sampled: 10:55 AM Fly Ash: Sample Location: 1 Sta. 16+40, Bottom Half Truck/Ticket No: 21 /25480979 Coarse Aggregate: �, Temperature: Intermediate Aggregate: ri Ambient ange. 82°F Fine Aggregate: /. Concrete Range. 84°F Admixtures: b Slump Range(inches): , . Weather Conditions: d l.� 1 Time Started: ��J:3 2 • Time Completed: 1 45 PM Added Water: 10 Gallons Sample Air Content(%): 2. Total Cubic Yards Placed: 10 Required Strength (Lbs./sq.ii.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) DFR 125 7 6/11/12 107,200 3,790 • DFR 126 28 7/2/12 124,140 4 • DFR 127 7.5 5 28 7/2/12 119,680 or- • DFR 128 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: gMarshal @coppelltx.gov Mr. Dan DeGroot- Burgess R. 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: Botby@CalConTex.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: Zaft4414-4 -.. 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. JUL-03-2012 01:13 P.02 C 1-T Texas CMT, Inc. Construction Materials Testing GEE COI1ISU ItaItS, 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: July 2, 2012 Date Concrete Placed: June 20, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 41 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: Stem Wall, S. Side, from Sta. 11+42 to 11+74 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11602 Time Sample Batched: 11:27 AM Cement: Time Sampled: 2:20 12:21 PM • Sample Location: Fly Ash: Truck/Ticket No: 1257/25489007 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 84°F Fine Aggregate: Concrete Range: 86°F • Admixtures: Slump Range(inches): 7.5 Weather Conditions: Partly Cloudy 1 Time Started: 11:00 AM•2 Time Completed: 1:45 PM . Added Water: 4 Gallons Sample Air Content(%): 2.9 Total Cubic Yards Placed: 10 Required Strength(Lbs./sJc.ln.): 3,600 1 Specimen Measured Age Date Total Load Compressive Strut' • h Number Slump(in.) (Days) Tested (Lbs.) (Lbs '.A- .' DFR 161 7 6/27/12 136,920 4 .40 • DFR 162 28 7/18/12 DFR 163 75 28 7/18/12 DFR 164 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: fili cc: Mr. Larry Davis - City of Coppell, Phone: 972-304-3684; via Fax: 972-304-3570 7 3 er/✓ 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 aii- AteA_c______-- 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 most 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.