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ST0501-LR121204 DEC-04-2012 00:29 P.03 . Ai, ATA Texas C ,v ii Tit Inc. Construction Materials Testing GEE ConSuItafltS, 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 4, 2012 Date Concrete Placed: November 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.: 121 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: Tiseo Paving City of Coppell Project No.: ST-05-0 1 Location of Placement: Pavement Utility Patch MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2546 H Time Sample Batched: 9:32 AM Cement: 7 Sack Time Sampled: 10:45 AM Fly Ash: Sample Location: Westside Lane of Northbound y MacArthur Blvd., 4' N. to 6' S. of Coarse Aggregate: Traffic Light Intermediate Aggregate: Truck/Ticket No: 163/- Fine Aggregate: Temperature: Admixtures: Ambient Range: 76°F Concrete Range: 73°F• l Slump Range(inches): 6.25•2 Weather Conditions: Clear . Added Water: Time Started: 9:30 AM Time Completed: 12:00 PM Sample Air Content(%): 4.7 Total Cubic Yards Placed: 5 Required Strength(Lbs./sq.in.): 5,000 • . Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR479 2 11/5/12 69,840 2,470 DFR480 3 11/6/12 77,260 2,730 6.25 DFR 481 30 12/3/12 106,840 3 * Less than 5,000 psi • DFR482 30 . 12/3/12 116,040 4,100 * Less than 5,000 psi Test Methods Utilized Fracture Regular Cylinders a 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: rCuudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com 9.-2,:‘,1114.........____ 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. , DEC-04-2012 00:29 P.06 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: December 4, 2012 Date Concrete Placed: November 6, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 124 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: Sidewalk at N.W.C. of Deforest and MacArthur MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10111504 Time Sample Batched: 12:09 PM Cement: Time Sampled: 12:55 PM Fly Ash: Sample Location: N.W.C.of MacArthur&Deforest Truck/Ticket No: 6119/25566063 Coarse Aggregate: Temperature: • Intermediate Aggregate: Ambient Range: 64°F Fine Aggregate: Concrete Range: 71°F Admixtures: Slump Range(inches): 6.75 • Weather Conditions: Clear . 1 . Time Started: 11:00 AM 2 Time Completed: 4:30 PM Added Water: 0 Gallons Sample Air Content(%): Not Tested • Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR491 7 11/13/12 98,840 3,500 DFR 492 6.75 28 12/4/12 124,000 4,390 DFR 493 28 12/4/12 118,980 4,210 DFR 494 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: 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: 4-t.--/' All letters and reports are for the exclusive use of the client to whom they arc 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. DEC-04-2012 00:29 P.07 . A Texas CMT, Inca AVA Construction Materials Testing GEE COflSU Rants 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 4, 2012 Date Concrete Placed: November 6, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 125 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC /95 City of Coppell Project No.: ST-05-01 Location of Placement: C411 Wall from Sta. 20+50 to 20+00 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 1:45 PM Cement: Time Sampled: 2:55 PM Fly Ash: Sample Location: Sta.20+25,Bottom Half Truck/Ticket No: 9150/564332453 Coarse Aggregate: • Temperature: ' Intermediate Aggregate: Ambient Range: 71°F Fine Aggregate: Concrete Range: 75°F Admixtures: Slump Range(inches): 5.75 • Weather Conditions: Clear . 1 ' Time Started: 11:00 AM 2 Time Completed: 4:30 PM Added Water: 15 Gallons Sample Air Content(%):' Not Tested Total Cubic Yards Placed: 9 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 495 3 11/9/12 89,740 3,170 DFR496 7 11/13/12 111,200 3,930 • DFR497 5.75 28 12/4/12 142,640 5,050 DFR 498 28 12/4/12 148,660 5,260 DFR 499 • 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: 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 b : �_, /t/i 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 CMr,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 00:30 P.08 A Texas CMT, I 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 4, 20I2 Date Concrete Placed: November 27, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 136 Contractor: Iowa Bridge and Culvert Project No.:211-0125 Concrete Supplier and Plant: LMC/952 City of Coppell Project No.: ST-05-01 Location of Placement: C411 Wall, from = Sta. I6+05 to 15+40, S. Side MATERIALS Source/ SSD Batch Wts. • OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1701 Time Sample Batched: 1:29 PM Cement: Time Sampled: 2:27 PM Fly Ash: Sample Location: Sta. 15+75 Truck/Ticket No: 5005/62940714 Coarse Aggregate: • Temperature: Intermediate Aggregate: Ambient Range: 54°F Fine Aggregate: Concrete Range: 70°F Admixtures: Slump Range(inches): 5.5 . I ' Weather Conditions: Clear Time Started: 1:00 PM 2 Time Completed: 4:00 PM • Added Water: 9 Gallons Sample Air Content(%): 4.3 Total Cubic Yards Placed: 9 • Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Number Slump (in.) (Days) Tested (Lbs.) Remarks (Lbs./Sq.In.) DFR544 3 11/30/12 81,180 2,870 DFR 545 7 12/4/12 101,580 3,590 DFR 546 5.5 27 12/24/12 DFR 547 27 12/24/12 DFR 548 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 @Ca1Co .cum Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: . ,, efeG4 ., 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.