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ST0501-LR120806 AUG-07-2012 03:47 P.01 C T Texas CMT, Info Construction Materials Testing Post-ite Fax Note 7671 Hate ipag°es■' and Environmental Consulting TO L-R, y DA v 1 C From Texa/�s e-1,477,f 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352 Phone#. p�' / �7 q72-304-3/84 Phone# 21414, � •(��J�1 Fax#97z_304_357o Fax#Z ;5Z.6:77 REPORT OF CONCRETE MIX OBSERVATION Report Date: August 6, 2012. Date Concrete Placed: July 30, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 42 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: Street - Eastbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 7:27 AM Cement: Time Sampled: 8:08 AM Fly Ash: Sample Location: 15' - 25' E. of W. Edge of MacArthur Intersection Coarse Aggregate: Truck/Ticket No: -/63070556 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 84°F Admixtures: Concrete Range: 95°F Slump Range(inches): 1.25 • I Weather Conditions: Clear 2 Time Started: 6:00 AM Added Water: Time Completed: 12:30 PM • Sample Air Content(%): 4.0 Total Cubic Yards Placed: 30 • Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs :�q' A DFR 165 7 8/6/12 128,640 4, 50 e,' DFR 166 28 8/27/12 1.25 DFR 167 . 28 8/27/12 DFR 168 H Hold Test Methods Utilized Fracture Regular ASTM C-31, C-39, C-143 (Unless Noted Otherw ) Cylinders Ma y MR Remarks and/or Distribution: d j/ / r / "� cc: Mr. Larry Davis -City of Coppell, Phone: ' l.''.14- .84; via Fax: 972-304-3570 i of Coppell, Ph: ` -304-3562; via E-mail: Marshall co e .go e'l Mr. George Marshall City pp gMarshall@co Mr. Dan DeGroot- Burgess & Niple, Inc., Phone: 972-620-1255; via E-mail: Dan.DeGroot @Burg ssNiple.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 Firm: F-4521 Reviewed b M TBPE F1r by: n2141S---.Y Texas CMT, Inc. 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. AUG-07-2012 03:48 P.02 C ifIr Texas CMT, 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. August 6, 2012 Date Concrete Placed: July 30, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 43 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: Street - Eastbound Lane MATERIALS Source/ SSD Batch Wts. pBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 9:07 AM Cement: Time Sampled: 9:38 AM Fly Ash: Sample Location: 70' - 80' E. of Prestwick Ct. Y Intersection Coarse Aggregate: Truck/Ticket No: -/63070565 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 92°F Concrete Range: 94°F Admixtures: Slump Range(inches): 1.75 1 Weather Conditions: Clear • Time Started: 6:00 AM Added Water: Time Completed: 12:30 PM • Sample Air Content(%): 4.5 Total Cubic Yards Placed: 120 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 169 7 8/6/12 139,240 4,930 DFR 170 28 8/27/12 1.75 DFR 171 28 8/27/12 DFR 172 H Hold Test Methods Utilized Fracture Regular Cylinders Made 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: rCaudill @TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: bamobas @yahoo.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. AUG-07-2012 03:48 P.03 C 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: August 6, 2012 Date Concrete Placed: July 30, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 44 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: Street -Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 10:34 AM Cement: Time Sampled: 11:01 AM Sample Location: 15' - 25' W. of Inglenook Ct. Fly Ash: Intersection Coarse Aggregate: Truck/Ticket No: -/63070576 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 94°F Concrete Range: 97°F Admixtures: Slump Range(inches): 1.25 1 Weather Conditions: Clear 2 Tinie Started: 6:00 AM Added Water: Time Completed: 12:30 PM Sample Air Content(%): 4.0 Total Cubic Yards Placed: 229 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (D Tested (Lbs.) (Lb),I.Sq.In.) DFR 173 i 8/6/12 145,640 r 5,150 . DFR 174 •: 8/27/12 1.25 DFR 175 . 28 8/27/12 DFR 176 H Hold Test Methods Utilized Fracture,Regular Cylinders Made 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: rCaudill@TiseoPaving.com . Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas C MT, Inc. TBPE Firm: F-4521 Reviewed by: airade--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- AUG-07-2012 03:48 P.04 C 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: August 6, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 45 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: Street - Eastbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 6:09 AM Time Sampled: 6:33 AM Cement: Sample Location: 150' - 160' W. of Stratford Fly Ash: Intersection Coarse Aggregate: Truck/Ticket No: -/63070589 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 81°F Concrete Range: 94°F Admixtures: Slump Range(inches): 1.0 1 Weather Conditions: Clear 2 • Tinie Started: 5:00 AM Added Water: Time Completed: (%): 12:30 PM Sample Air Content(/o): 3.5 Total Cubic Yards Placed: 50 . Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 177 6 8/6/12 150,960 (5,340 DFR 178 1.0 28 8/28/12 DFR 179 28 8/28/12 DFR 180 1-1 Hold Test Methods Utilized Fracture,Regular Cylinders Made 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: rCaudill @TiseoPaving.com . Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (2-2119/4"---- 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. AUG-07-2012 03:48 P.05 C . Texas CMT, Inc. Construction Materials Testing GEL 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: August 6, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12" Cylinders Client City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 46 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: Street- Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 7:00 AM Cement: Time Sampled: 7:28 AM Sample Location: 25'-35'E.of Stratford Intersection Fly Ash: Truck/Ticket No: -/63070597 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 82°F Fine Aggregate: Concrete Range: 94°F Slump Range (inches): 1.75 • Admixtures: Weather Conditions: Clear 1 Time Started: 5:00 AM 2 Time Completed: 12:30 PM Added Water: Sample Air Content(%): 4.0 Total Cubic Yards Placed: 129 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lb /Sq.In.) DFR 181 6 8/6/12 147,780 ' 5,230 DFR 182 28 8/28/12 1.75 DFR 183 28 8/28/12 • DFR 184 H Hold Test Methods Utilized Fracture Regular Cylinders Made 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 @coppelitx.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 Y= .51.Pck_____--- All tenets 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. AUG-07-2012 03:49 P.06 C Texas CMT, Inc. Construction Materials Testing GEE COflSU ltants, 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: August 6, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 47 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: Street- Eastbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 7:58 AM Cement: Time Sampled: 8:30 AM Sample Location: 25' - 35' W of 812 Deforest Rd. E. Fly Ash: Approach Coarse Aggregate: Truck/Ticket No: -/63070607 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 84°F Concrete Range: 94°F Admixtures: Slump Range(inches): 1.25 - I Weather Conditions: Clear 2 Time Started: 5:00 AM Added Water: Time Completed: 12:30 PM Sample Air Content(%): 3.3 Total Cubic Yards Placed: 227 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) s.ISq.ln.) DFR 185 6 8/6/12 149,640 5,290 DFR 186 28 8/28/12 1.25 /8 78 8/28/12 DFR 187 DFR 188 H Hold - Test Methods Utilized Fracture•Regular Cylinders Made 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: rCaudill@TiseoPaving.com • Mr. Walter Mitchell -Tiseo Paving Company, via E-mail: barnobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: (/./ ...14.4"------ 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. AUG-07-2012 03:49 P.07 A AVA Texas CMT, Inc. Construction Materials Testing GEE COflSU Itants� 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: August 6, 2012 Date Concrete Placed: July 31, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 48 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: Street - Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 9:18 AM Cement: Time Sampled: 9:48 AM . Fly Ash: Sample Location: 2' W. to 10' E. of 820 Deforest Rd. Mailbox Coarse Aggregate: Truck/Ticket No: -/63070616 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 87°F Admixtures: Concrete Range: 95°F Slump Range(inches): 1.25 .• I Weather Conditions: Clear 2 Time Started: 5:00 AM Added Water: Time Completed: 12:30 PM Sample Air Content(%): 3.5 Total Cubic Yards Placed: 316 • Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 189 6 8/6/12 150,320 5,320 . DFR 190 28 8/28/12 1.25 DFR 191 28 8/28/12 DFR 192 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 Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: OF (44------' 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. AUG-07-2012 03:49 P.08 A Texas CMT, Inc. -T 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: August 6, 2012 Date Concrete Placed: July 31, 2012 Standard 6'x12°Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 49 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: Street- Eastbound Lane MATERIALS Source / SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 10:31 AM Cement: Time Sampled: 10:57 AM Sample Location: 15' - 25' E. of 832 Deforest Rd. Fly Ash: Mailbox Coarse Aggregate: Truck/Ticket No: -/63070626 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 92°F Concrete Range: 97°F • Admixtures: Slump Range(inches): 1.75 . 1 Weather Conditions: Clear 2 Time Started: 5:00 AM Added Water: Time Completed: 12:30 PM Sample Air Content (%): 3.5 Total Cubic Yards Placed: 414 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) DFR 193 6 8/6/12 147,400 5,210 . DFR 194 28 8/28/12 1.75 DFR 195 28 8/28/12 DFR 196 H Hold Test Methods Utilized Fracture.Regular Cylinders Made By: MR ASTM C-31, C-39,C-l43 (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: 0 '""'" 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. AUG-07-2012 03:49 P.09 Texas CMT, Inca 91 Construction Materials Testing GEE Consultants, nc. 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: August 6, 2012 Date Concrete Placed: August 1, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 50 Contractor: Tiseo Paving Company Project No.:211-0125 Concrete Supplier and Plant: LMC /952 City of Coppell Project No.:ST-05-01 Location of Placement: Street- Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 1551 Time Sample Batched: 6:50 AM Cement: Time Sampled: 7:27 AM Sample Location: 0' - 15' W. of Castlecreek Dr. Fly Ash: Intersection Coarse Aggregate: Truck/Ticket No: -/62934712 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 83°F Concrete Range: 937 • Admixtures: Slump Range(inches): 2.0 .. 1 Weather Conditions: Clear 2 Time Started: 5:00 AM Added Water: Time Completed: 10:30 AM Sample Air Content(%): 4.0 Total Cubic Yards Placed: 20 Required Strength(Lbs./sq.in.): 3,600 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) ( .Sq.In.) DFR 197 5 8/6/12 120,820 4,270 . DFR 198 2.0 28 8/29/12 DFR 199 28 8/29/12 DFR 200 H Hold Test Methods Utilized Fracture.Regular Cylinders Made 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: rCaudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via E-mail: bamobas @yahoo.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: aelzi-e------ 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. • AUG-07-2012 03:50 P.11 C ,*tee 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: August 6, 2012 Date Concrete Placed: August 2, 2012 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Deforest Road Reconstruction Concrete Report No.: 52 Contractor: Tiseo Paving Company Project No.: 211-0125 Concrete Supplier and Plant: Tiseo Paving City of Coppell Project No.: ST-05-01 Location of Placement: Street- Intersections at Allen Rd. & MacArthur Blvd. MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 2546H Time Sample Batched: 10:40 AM Cement: 6.0 Sk. Time Sampled: 11:21 AM Fly Ash: Sample Location: 0' - 10' S. of 729 Allen Rd. Walkway Coarse Aggregate: Truck/Ticket No: -/- Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 95°F Admixtures: Concrete Range: 91°F Slump Range(inches): 6.0 1 Air Weather Conditions: Clear 2 100R Time Started: 10:00 AM Added Water: Time Completed: 1:00 PM Sample Air Content(%): 6.0 Total Cubic Yards Placed: 10 Req ired Strength(Lbs./sq.in.): 3,600 Specimen Measured a ge Date Total Load Compressive Strength Remarks Number Slump(in.) Days) Tested (Lbs.) DER 205 4 8/6/12 51,100 1 810 . DFR 206 28 8/30/12 6.0 DFR 207 A� 28 8/30/12 DFR 208 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31, C-39,C-143 , (Unless Noted Otherwise) ik _ Remarks and/or Distribution: cc: Mr. Larry Davts- Ctty of Coppell, Phone: 972 31 Fax. 972-30 -3570 g/ Øijz George Marshall - City of Coppell, Phone: 30 - -f ; via E-mail: gMarshall @coppelltx.gov Mr. Dan DeGroot- Burgess &Niple, Inc., Pho '7 -62'-1255;via E-mail: Dan.DeGroot @BurgessNiple.com Mr. Robert Caudill -Tiseo Paving Company, Phon ' -289-0723; via E-mail: rCaudill@TiseoPaving.com Mr. Walter Mitchell - Tiseo Paving Company, via `.-mail: barnobas@yahoo.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.11