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ST0501-LR120924 SEP-25-2012 03:47 P.08 C Texas CMT, Inc. Construction Materials Testing GEE Consu ItafltS, 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: September 24, 2012 Date Concrete Placed: August 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.: 62 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: Crosswalk MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L 1 1504 Time Sample Batched: 12:56 PM Cement: Time Sampled: 2:40 PM Fly Ash: Sample Location: East Side of MacArthur Truck/Ticket No: 1208/25523816 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 91°F Fine Aggregate: Concrete Range: 95°F Admixtures: Slump Range(inches): 5.75 Weather Conditions: Partly Cloudy 1 Time Started: 12:00 PM 2 Time Completed: 3:45 PM Added Water: 0 Gallons Sample Air Content(%): 3.6 Total Cubic Yards Placed: 4 Required Strength(Lbs./sq.in.): 3,000 ,4./-7, • Specimen Measured Age Date Total Load Compressive Strength Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) ` arks DFR 245 8 9/4/12 112,200 3,970 DFR 246 5 75 28 9/24/12 134,540 4 760 �,I . DFR 247 28 9/24/12 143,020 5,060 / DFR 248 H Hold Test Methods Utilized Fracture Regular ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Cylinders Made By: RG Oi (((/// (0, .ie 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 @Ca1ConTex.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 arc not necessarily indicative of the quantities of apparently identical or similar products. TOTAL P.08 SEP-25-2012 03:46 P.02 • AvA 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 .texasctnt.com REINFORCING STEEL PLACEMENT REPORT Report Date: September 24,2012 Test Date: September 24,2012 Client: City of Coppell Reinforcing Steel Report No. 26 Project: Deforest Road Reconstruction,Coppell,Texas Project Number: 211-0125 Identification: Reinforcing Steel Observation City of Coppell Project Number: ST-05-01 Method of Test: Visual Observation Page: 1 of 1 Results: On September 24, 2012 reinforcing steel was observed at the following locations: • S. Side Stem wall, from Sta. 0+67 to 2+30 • Retaining Wall Footing, S.E. Corner of Deforest and Lake Forest • The following discrepancies were noted and called to the attention of a representative of California Construction: 1. Weep holes in stem wall @ 15' o.c. instead of 10' o.c. per standard detail. During concrete placement some additional weep holes were seen to be installed. 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: 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 prier written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantifies of apparently identical or similar products. SEP-25-2012 03:46 P.04 AYA 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.31 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark Gray 115.5 12.4 Test Date:September 21,2012 Silty Clay(Mixed) 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Report Date:September 24,2012 Fragments and Yellowish Brown Clayey Sand 3 Dark Gray Silty Clay with Occ.Aggregate 104.0 15.0 0 95% 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Density(/o):Min. 5 Dark Gray Clay 101.5 17.9 0 0 6 Yellowish Brown Silty Sand w/Sandy Clay Balls 108.6 13.0 Required Moisture(/o):Clay:OMC+S/o; Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; 8 Reddish Brown Clayey Sand(Cement Treated) 105.6 17.2 Lime-treated:OMC-2 to+4% 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 . • Test Material Probe Location/Elevation(and/or)Lift. In-Place In-Place Percent No. No. Depth Dry Density Moisture Compaction (inches) (Lbs/CuSt.) Content(%) ' (%) 79 8 6 Westbound lane,subgrade,sta. 8+60, 15' 100.3 12.4 95.0 , N.of center-line 80 8 6 Westbound lane,subgrade,sta. 11+00, 3' 112.9 14.8 106.9 N.of center-line ' 81 8 6 Westbound lane, subgrade,sta. 14+25, 01 104.9 20.7 99.3 N.of center-line 82 8 6 Westbound lane,subgrade,sta. 17+ 17 111.7 105.8 N. of center-line 83 8 6 Westbound lane, subgrade,sta.20 50,3' i_ . .6 106.5 N. of center-line / op 12 84 8 6 Westbound lane,subgrade,sta.23+5 1 .0 14.1 104.2 N. of center-line 85 8 6 Westbound lane,subgrade,sta.27+75, 112.8 1U.1 106.8 N. of center-line Test results meet project specifications Note: Water was added to surface of subgrade on numerous occasions. r �F cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;via Fax: 972-30...6- .' Mr.George Marshall-City of Coppell,Phone:972-304-3562;via E-mai . li arsh 1f1 @coppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E- t• eGroot@BurgessNiple.com Mr.Robert Caudill-Tiseo Paving Company,Phone:972-289-0723;via -mai .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 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. SEP-25-2012 03:47 P.05 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.32 (211-0125 /ST-05-01) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project:Deforest Road Reconstruction (Lbs/CuFt) Percent 1 Yellowish Brown Clayey Sand with Dark 115.5 12.4 Gray Silty Clay(Mixed) Test Date: September 24,2012 2 Dark Gray Clayey Sand with Occasional Rock 112.6 12.9 Fragments and Yellowish Brown Clayey Sand Report Date:September 24,2012 3 Dark Gray Silty Clay with Occasional 104.0 15.0 Aggregate 0 0 4 Dark Gray and Yellowish Brown Sandy Clay 109.5 15.3 Required Density(/o):Min.95/o 5 Dark Gray Clay 101.5 17.9 Required Moisture(%):Clay:OMC+5%; 6 Yellowish Brown Silty Sand with Sandy Clay 108.6 13.0 Sand:OMC±3%; 7 Dark Gray and Dark Brown Clay 100.4 22.2 Cement-treated:OMC-2 to+3%; g Reddish Brown Clayey Sand(Cement 105.6 17.2 Lime-treated:OMC-2 to+4% Treated) 9 Brown and Reddish Brown Silty Clay with 112.4 14.3 Occasional Gravel(Lime Treated) . 10 Dark Brown Silty Clay(Lime Treated) 106.1 15.1 Test Material Probe Location/Elevation(and/or)Lift In-Place In-Place . Pe cent No. No. Depth Dry Density Moisture onl ction (inches) (Lbs/Cu.Ft.) Content(%) (g/o) 86 10 6 Westbound lane,subgrade,sta. 8+60, 15' 103.6 21.3 97.6 N.of center-line 87 9 6 Westbound lane,subgrade, sta. 11+00,3' 115.0 16.4 102.3 N.of center-line 88 9 6 Westbound lane,subgrade,sta. 14+25, 11' 111.2 15.9 98,g . N.of center-line „' ly• 89 10 6 Westbound lane,subgrade, sta. 17+50, 10' 105.4 18.4 99.3:\\....._/ N.of center-line 90 10 6 Westbound lane,subgrade,sta.27+75, 14' 101.1 18. ; 0 95.3 N.of center-line Test results meet project specifications Note: Water was added to surface of subgrade on numerous occasions. cc: Mr.Larry Davis City of Coppell,Phone:972-304-3684;via Fax:972-304-3570,� t Mr.George Marshall-City of Coppel1,Phone: 972-304-3562;via E-mail:gMar 11@ ppelltx.gov Mr.Dan DeGroot-Burgess&Niple,Inc.,Phone:972-620-1255;via E-mail:Da `.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 @Ca1ConTex.com Texas CMT,Inc. TBPE Firm:F-4521 Reviewed by: °:2024C"r"------- 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. SEP-25-2012 03:47 P.06 AYA 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: September 24,2012 Test Date: September 21,2012 Client: City of Coppell Sieve Analysis Report No.: 4 Project Deforest Road Reconstruction,Coppell,Texas Project No.:211-0125/ST-05-01 Identification: Sieve Analysis of Road Mixed Material(Cement Treated) Method of Test: TEX-101-E Page 1 of 1 Results Specifications Tex-DOT Item 275-2004 Location Actual Percent Passing Minimum Percent Passing 1%" 3/4" #4 1%" /" #4 Sie • Sieve Sieve Sieve Sieve Sieve 1 Deforest Road,Westbound Lane,Sta. 8+45,3' 100.0 99.0 78.7 100.0 85.0 - 60.0 N.of Centerline 2 Deforest Road, Westbound Lane, Sta. 11+25, 10' 100.0 100.0 76.0 100.0 85.0 • 60.0 N.of Centerline 3 Deforest Road,Westbound Lane,Sta. 14+15, 10' 100.0 95.4 62.2 100.0 85.0 60.0 N.of Centerline 4 Deforest Road,Westbound Lane,Sta. 17+20, 12' 100.0 96.7 82.5 100.0 85.0 60.0 N.of Centerline 5 Deforest Road, Westbound Lane, Sta.20+30, 11' 100.0 95.5 75.4 100.0 85.0 60.0 N.of Centerline 6 Deforest Road,Westbound Lane,Sta. 23+20,7' 100.0 98.3 75.5 100.0 85.0 60.0 N.of Centerline 7 Deforest Road,Westbound Lane,Sta.24+50,8' 100.0 99.6 84.7 100.0 85.0 60.0 N.of Centerline 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 by: 7 / � 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 CAT,Inc.The use of our name must receive our prior written approval. Our letters and reports apply only to the sample rested and/or observed and are not necessarily indicative of the quantum of apparently identical or similar products. SEP-25-2012 03:47 P.07 AVA Texas CMI 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 GENERAL REPORT SIEVE ANALYSIS Report Date: September 24,2012 Test Date: September 22,2012 Client: City of Coppell Sieve Analysis Report No.: 5 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'/4" Sieve #4 1%" Sieve #4 Sieve Sieve 1 Deforest Road,Westbound Lane,Sta.30'E.of 100.0 72.5 100.0 60.0 MacArthur Blvd., 5'N.of Centerline 2 Deforest Road, Westbound Lane,Sta. 3+50, 12' 100.0 73.9 100.0 60.0 N. of Centerline 3 Deforest Road,Westbound Lane,Sta.6+25, 10' 100.0 80.9 100.0 60.0 N. of Centerline 4 Deforest Road,Westbound Lane,Sta.25+50, 13' 100.0 60.8 100.0 60.0 • N. of Centerline Test results meet the project specifications. Technician:RG cc: Mr. Larry Davis-City of CoppelI,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: /dam '"( � �'`"�. 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.