The URL can be used to link to this page

ST0501-LR121203 DEC-04-2012 00:30 P.09 • C 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: December 3, 2012 Date Concrete Placed: November 29, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Contractor: Iowa Bridge and Culvert Concrete Report No.: 137 Concrete Supplier and Plant: LMC/PA952 Project No.:211 0125 City of Coppell Project No.: ST-0$-01 Location of Placement: C411 Wall, from Sta. 15+40 to 15+00, S. Side MATERIALS Source/ SSD Batch Wts. Description (Lbs/CuYd) OBSERVATION DATA Mix Number: 1701 Time Sample Batched: 1:35 PM Cement: Time Sampled: 2:20 PM Fly Ash: Sample Location: Sta. 15+15 Coarse Aggregate: Truck/Ticket No: 5022/62940808 Temperature: Intermediate Aggregate: Ambient Range: 68°F Fine Aggregate: Concrete Range: 73°F Admixtures: Slump Range(inches): 4.0 1 Weather Conditions: Clear 2 Time Started: 1:00 PM Time Completed: 3:30 PM Added Water: 6 Gallons Sample Air Content(%): 4.2 Total Cubic Yards Placed: 6 Required Strength(Lbs./sq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks DFR 549 4 12/3/12 99,280 3,510 DFR 550 7 12/6/12 DFR 551 4.0 28 12/27/12 DFR 552 28 12/27/12 DFR 553 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 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 @Cal .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. TOTAL P.09 DEC-04-2012 00:29 P.04 A 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 REPORT OF CONCRETE MIX OBSERVATION Report Date: December 3,2012 Date Concrete Placed: November 5, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 122 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, E. of Allen MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) • Mix Number: I0L11602 Time Sample Batched: 11:38 AM Cement: Time Sampled: 12:55 PM . Fly Ash: Sample Location: 8' E. Of S.E.C.of Allen&Deforest Truck/Ticket No: 6133 /25565095 Coarse Aggregate: Temperature: • Intermediate Aggregate: Ambient Range: 75°F Fine Aggregate: Concrete Range: 75°F Admixtures: Slump Range (inches): 7.0 Weather Conditions: Clear I Time Started: 12:30 PM 2 Titrie Completed: 3:30 PM Added Water: 0 Gallons Sample Air Content(%): Not Tested Total Cubic Yards Placed: 9 Required Strength(Lbs./sq.in.): 3,600 . Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) • DFR483 7 11/12/12 86,360 3,050 DFR 484 7.0 28 12/3/12 131,120 4,640 DFR485 28 12/3/12 138,780 ,910 DFR 486 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: rCaudiIl @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:b (�%4 N"J 2 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 MI 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. DEC-04-2012 00:29 P.05 • 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: December 3, 2012 Date Concrete Placed: November 5, 2012 Standard 6"x12"Cylinders Client: City of Coppell Project: Cylinder Cross-sectional Area:28.27 Square Inches Deforest Road Reconstruction Contractor California Construction Concrete Report No.: 123 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Project No.:211-0125 Location of Placement: BFR& Sidewalks 4 I (�•A City Coppell Project No.: ST-05-01 / MATERIALS Source/ SSD Batch Wts. Description (Lbs/CuYd) OBSE ATION DAT Mix Number: 10J11504 Time Sample Batched;/ SI Cement: M Time Sampled: 1: 5 PM Fly Ash: Sam. Location: 1 E. of S.E.C. of MacArthur& Coarse Aggregate: Deforest Intermediate Aggregate: Ticket No: 1208/25565192 • -lure: Fine Aggregate: Ambient Range: 75°F Admixtures: / • Concrete Range: 74°F 1 . Range(inches): 3.5 2 .er Conditions: Clear e Started: 12:30 PM Added Water: 0 Gallons t - Completed: • 3:30 PM Sample Air Content(%): Not Tested Total Cubic Yards Placed: 20. Required Strength(Lbs./sq.in.): 3,000 - Specimen Measured Age Date Total Load Compressive Strength Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks DFR 487 7 11/12/12 91,620 3,240 DFR488 28 12/3/12 126,320 4,474 DFR 489 3.5 28 12/3/12 123,160 -,'60 DFR 490 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: 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 ow 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.