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DR1201-LR131101 1 NOV-03-2013 23:29 P.01,15 Texas CMT, Inc. AVA . Construction Materialss'iestirag ( Post- .F-ax Note 76-74 Date # to • and Environmental Consulting To�„�n�/ ^ /fi,, 1 i S From T&MS c-MT) '- 10044•Monroe Drive • Dallas, Texas 75229 • (214) 35 Co./Dept. Irni�lG6., 11 SP, Co.GCE- cb{�s'oi,T TM Phone# et-7 /' 304....3a4..Phone#0'/1_ ;52...0-1p,S 7 Fax# q—t'3 o4_�570 Fax# zt 4 35 Z-- 697!1 REPORT OF CONCRETE MIX OBSERVA i.1V11``` 1 Y Report Date: November 1, 2013 Date Concrete Placed: October 1, 2013 Standard 6"x12"Cylinders Client: City of Coppell .. Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell,Texas Concrete Report No.: 15 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504* Time Sample Batched: 7:04 AM Cement: Time Sampled: 7:47 AM Fly Ash: Sample Location: Sta.0+90 • y Truck/Ticket No: 1269/25735854 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: •- 68°F Fine Aggregate: Concrete Range: 83°F Admixtures: Slump Range(inches): 1.75. . Weather Conditions: Clear 1 NR f r Time Started: 6:00 AM . 2 Air 'Time Completed: 1:45 PM Added Water: 10 Gallo Sample Air Content(%): 1.5** Total Cubic Yards Placed: 30 Required Strength(Lbsisq.in.): 4,000 Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) CV 53 7 10/8/13 135,880 4,810 CV 54 28 10/29/13 170320+ 6,020+ 1.75 CV 55 28 10/29/13 172660+ 6,110+ • CV 56 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: MR ASTM C-31,C-39,.0-143 (Unless Noted Otherwise) Remarks and/or Distribution: * Mix No. 10L11524 was used on September 24, 2013 for the westbound lane. ** SYB foreman was informed of air content. 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 @cop elltx.gov Mr. Rod Lacy- The Fain.Group,Phone: 817-927-4388; via E-mail: rlacy @faingp.co f . 119261 1 C Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 0)1144c. 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. NOV-03-2013 23:30 P.02/15 A Texas CMT, Inc. AVA Construction Materials Testing GEE Consuitants, 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: November 1, 2013 Date Concrete Placed: October 1, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 17 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 . Location of Placement: Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504* Time Sample Batched: 9:11 AM Cement: Time Sampled: 9:53 AM Fly Ash: Sample Location: Sta. 2+55 Truck/Ticket No: 1237/25736003 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: -• 78°F Fine Aggregate: Concrete Range: 86°F Admixtures: Slump Range(inches): 1.5 Weather Conditions: Partly Cloudy 1 NR Time Started: 6:00 AM 2 Air Time Completed: 1:45 PM Added Water: Sample Air Content(%): 2.4** Total Cubic Yards Placed: 130 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.) •CV 59 7 10/8/13 137,280 4,860 CV 60 28 10/29/13 161,300 5,710 • CV 61 1.5 28 10/29/13 158,440 5,600 ' CV 62 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: * Mix No. 10L11524 was used on September 24,2013 for the westbound lane. ** Brian of The Fain Group was texted the air test result. SYB foreman was verbally informed on site of air content. Additional air test was performed on Truck No. 1286 (180 cu.yd. Load) and the result was found to be 2.8%. 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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com Texas CMT Inc. TBPE Firm: F-4521 by:b : `'�j� 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. NOV-03-2013 23:30 P.03/15 0 Texas CMT, Inc. . Construction Matertats 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: November 1, 2013 Date Concrete Placed: October 1, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 19 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Eastbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504* Time Sample Batched: 11:28 AM Cement: Time Sampled: 12:10 PM Fly Ash: Sample Location: Sta. 4+20 Truck/Ticket No: 1235/25736176 Coarse Aggregate: Temperature: .. Intermediate Aggregate: Ambient Range: 86°F Fine Aggregate: Concrete Range: 87°F Admixtures: Slump Range(inches): 2.0 • WeathejConditions: Clear . 1 NR Time Started: 6:00 AM 2 Air Time Completed: 1:45 PM Added Water: Sample Air Content(%): ' 3.5 • Total Cubic Yards Placed: 230 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.) •• CV 65 7 10/8/13 145,360 5,140 CV 66 28 10/29/13 165,800 5,860 CV 67 2 0 28 10/29/13 169570+ 6,000+ CV 68 H Hold Test Methods Utilized Fracture Regular ASTM C-31,C-39,C-143 Cylinders Made By: MR (Unless Noted Otherwise) Remarks and/or Distribution: * Mix No. 10L11524 was used on September 24, 2013 for the westbound lane. ** Brian of The Fain Group was verbally informed on site of air test result. 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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.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 Ow 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. NOV-03-2013 23:30 P.04/15 A Tex . s CMT, Inc. /I-A Construction Materials Testing . GEE COflSUItaflts/■ 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: November 1, 2013 Date Concrete Placed: October 2, 2013 Standard 6"x12"Cylinders Client: The Fain Group Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 20 Contractor: The Fain Group Project No.:213-0135 Concrete Supplier and Plant: Redi-Mix Concrete/P259 • Location of Placement: Intersection -E. of Sta. 0+58.83 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 7:55 AM Cement: Time Sampled: 8:34 AM Fly Ash: Sample Location: 8' E. & 10' N. of S. Commercial Approach Coarse Aggregate: Truck/Ticket No: 1237/25736825 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 75°F Admixtures: Concrete Range: 844E. -... Slump Range(inches): 6.75 • I NR Weather-Conditions: Cloudy - 2 Air Time Started: 6:00 AM . Added Water: Time Completed: 2:30 PM Sample Air Content(%):. 5.8 Total Cubic Yards Placed: 50 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.) CV 69 6.75 5 10/7/13 102,580 3,630 Test Methods Utilized Fracture Regular Cylinders Made By: RG ASTM C-31,C-39, C-143 (Unless Noted Otherwise) Remarks and/or Distribution: Air Test Performed on Second Truck(Truck No. 1373, Ticket No. 25736737) - Result was 4.7%. 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. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.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. NOV-03-2013 23:30 P.05/15 A Texas C :\ TT, Inc, Construction ldfatreriais Te shag 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: November 1,2013 Date Concrete Placed: October 2, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 21 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Intersection- E. of Sta. 0+58.83 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 7:55 AM Time Sampled: 8:34 AM Cement: Fly Sample Location: 8' E. & 10' N. of S. Commercial Y Approach Coarse Aggregate: Truck/Ticket No: 1237/25736825 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 756): ` .. . Admixtures: Concrete Range: 84°F • Slump Range(inches): 6.75 1 NR - Weather Conditions: Cloudy . 2 Air Time Started: • 6:00 AM • Added Water: Time Completed: 2:30 PM Sample Air Content(%): 5.8 Total Cubic Yards Placed: 50 Required Strength(Lbs./sq.in.): 4,000 . Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) CV 70 28 10/30/13 116,320 4,110 CV 71 6.75 28 10/30/13 112,360* 3,970* CV 72 56 11/27/13 Test Methods Utilized Fracture Regular Cylinders Made By: RG ASTM C-31,C-39,C-143 (Unless Noted Otherwise) Remarks and/or Distribution: Air Test Performed on Second Truck(Truck No. 1373, Ticket No. 25736737) - Result was 4.7%. * Average 28-day compressive strength was 4,040 psi. 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. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com • Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: Vii '"..... All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the frill 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. NOV-03-2013 23:31 P.06/15 A Texas C , , T, Inc. Ayik Co uceea Materials Testing GEE cOflSUItafltS, 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: November 1, 2013 Date Concrete Placed: October 2, 2013 Standard 6"x12"Cylinders Client: The Fain Group Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 22 Contractor: The Fain Group Project No.:213-0135 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Intersection-E. of Sta. 0+58.83 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 9:52 AM Cement: Time Sampled: 10:57 AM Fly Ash: Sample Location: 6' E. of W. Construction Joint, 12' Y S. of N.End Curb Coarse Aggregate: Truck/Ticket No: 1238/25736989 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 81°F • Admixtures: Concrete Range: 84°F ,.Slump Range(inches): 7.0 1 NR _Weather;Conditions: Partly Cloudy • 2 Air Time Started: 6:00 AM . Added Water: 0 Gallons Time Completed: 2:30 PM Sample Air Content(%): 4.7 Total Cubic Yards Placed: 140 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.) CV 73 7.0 5 10/7/13 105,780 3,740 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: gMarshail @coppelltx.gov Mr. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com ' Texas CMT, Inc. TBPE Firm: F-4521 by:b : &'2,...i. "1 � `�— 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. NOV-03-2013 23:31 P.07/15 A . Texas CMT, Inc. AvA 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: November 1,2013 Date Concrete Placed: October 2, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 23 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Intersection - E. of Sta. 0+58.83 MATERIALS Source I SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 9:52 AM Cement: Time Sampled: 10:57 AM Fly Ash: Sample Location: 6' E. of W. Construction Joint, 12' S.of N.End Curb Coarse Aggregate: Truck/Ticket No: 1238/25736989 Intermediate Aggregate: Temperature: • Fine Aggregate: Ambient Range: 81°F Concrete Range: 84°F 7.0 F_ Admixtures: Slump Range(nc 1 NR Weather Conditions: Partly Cloudy_ 2 Air ''Time Started: 6:00 AM Added Water: 0 Gallons • Time Completed: 2:30 PM Sample Air Content(%): 4.7 • Total Cubic Yards Placed: 140 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.) CV 74 28 10/30/13 116,100 4,110 CV 75 7.0 28 10/30/13 111,680* 3,950* • CV 76 56 11/27/13 Test Methods Utilized Fracture Regular Cylinders Made By: RG ASTM C-3l, C-39, C-143 (Unless.Noted Otherwise) Remarks and/or Distribution: * Average 28-day compressive strength was 4,030 psi. 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. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com TBPE Firm: F-4521 Reviewed by: � . 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. NOV-03-2013 23:31 P.06/15 A AVA Texas C '\ T, Inc. Construction Materials Testing GEE COflSUItaf its, i and E nvironmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: November 1, 2013 Date Concrete Placed: October 2, 2013 Standard 6"x12"Cylinders • Client: The'Fain Group Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell,Texas Concrete Report No.: 24 Contractor: The Fain Group Project No.:213-0135 Concrete Supplier and Plant: Redi-Mix Concrete/P259 . Location of Placement: Intersection- E. of Sta. 0+58.83 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA /C Description (Lbs/CuYd) Number: 10L11504 Time Sample Batched: 3:16 AM Cement: Time Sampled: 3:57 AM Fly Ash: Sample Location: 8' N. of S. Approach; 5' W. of Existing Approach Joint Coarse Aggregate: Truck/Ticket No: 1384/25737354 Intermediate Aggregate: Temperature: Fine Aggregate: Ambient Range: 90°F Concrete Range: 90°p'. Admixtures: .Slump Range(inches): 5.5 1 NR Weather Conditions: Partly Cloudy. 2 Air Time Started: 6:00 AM ._ Added Water: Time Completed: 2:30 PM Sample Air Content(%): 4.4 Total Cubic Yards Placed: 170 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.) CV 77 5.5 5 10/7/13 100,720 3,560 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. Rod Lacy - The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com c Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: aeeitc___________ AU 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. NOV-03-2013 23:31 P.09/15 e/ A+- Texas CMT, Inc. Construction 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: November 1, 2013 Date Concrete Placed: October 2, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 25 Contractor. The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 , Location of Placement: Intersection- E. of Sta. 0+58.83 MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 3:16 AM Cement: Time Sampled: 3:57 AM Sample Location: 8' N. of S. Approach; 5' W. of Fly Ash: Existing Approach Joint Coarse Aggregate: Truck/Ticket No: 1384/25737354 Intermediate Aggregate: Temperature: — Fine Aggregate: Ambient Range: 90°F Concrete Range: 90°F . , Admixtures: Slump Range(inches): 5.5 . 1 NR Weather Conditions: Partly Cloudy . 2 Air Time Started: 6:00 AM Added Water: Time Completed: 2:30 PM Sample Air Content(%): 4.4 Total Cubic Yards Placed: 170 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.) CV 78 28 10/30/13 132,500 4,690 CV 79 5.5 28 10/30/13 127,720 4,520 CV 80 H Hold Test Methods Utilized Fracture Regular Cylinders Made ay: 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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com Wi41.6,......_____, Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: All levers and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the fun 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. NOV-03-2013 23:32 P.10/15 /. c Texas CMT, Inc. Construction MateldalsTinting GEE Consult ails, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 35 2-695 7 • Fax (214) 352.6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: November 1, 2013 Date Concrete Placed: October 4, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 26 The Fain Group P Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Firelane Pavement Patch • MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11524 Time Sample Batched: 11:16 AM Time Sampled: 12:04 PM Cement: Sample Location: Pavement Patch Adjacent to Middle Fly Ash: Inlet in S. Commercial Firelane Coarse Aggregate: Truck/Ticket No: 1387/25738913 Intermediate Aggregate: Temperature: Ambient Range: 84°F Fine Aggregate: Concrete Range: 84°F. .., Admixtures: Slump Range(inches): 5.75 1 Weather Conditions: Partly Cloudy , 2 'Time Started: 10:30 AM Time Completed: 4:30 PM Added Water: Sample Air Content(%): • 3.0 . Total Cubic Yards Placed: 10 Required Strength(Lbs./sq.in.): 3,600 - Specimen Measured Age I Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) CV 81 7 10/11/13 104,220 3,690 CV 82 28 11/1/13 118,560 4,190 5.75 CV 83 28 11/1/13 123,160 4,360 CV 84 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. Rod Lacy-The Fain Group,Phone: 817-927-4388; via E-mail: rlacy®faingp.com 67.e)://041.............____,, 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. NOV-03-2013 23:32 P.11/15 Tex .', s c , \ 1, T, Inc. AA �� 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: November 1, 2013 Date Concrete Placed: October 4, 2013 Standard 6"x12"Cylinders Client City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Concrete Report No.: 27 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P136 Location of Placement: Inlet Throats&Tops MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L1 1504 Time Sample Batched: 2:02 PM Cement: 6 Sk - Time Sampled: 2:45 PM Fly Ash: Sample Location: Inlet at Sta. 4+03, S. Side . Truck/Ticket No: 1210/25739110 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: - 88°F Fine Aggregate: Concrete Range: 92°F Admixtures: Slump Range(inches): 4.0... Weather Conditions: Partly Cloudy • I Time Started: 10:30 AM . 2 Time Completed: 4:30 PM _ • Added Water: 19 Gallons Sample Air Content(%): 3.9 Total Cubic Yards Placed: 6 . 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.) • CV 85 7 10/11/13 88,620 3,130 CV 86 4.0 28 11/1/13 145,960 5,160 CV 87 28 11/1/13 149,060 5,270 CV 88 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. Rod Lacy-The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: (511 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. NOV-03-2013 23:32 P.12/15 c Texas CMT, Inc. • Construction Materials Testing GEE C()flSL.I1t1fltS 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: November 1, 2013 Date Concrete Placed: October 19,2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013,Coppell, Texas Concrete Report No.: 28 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant Redi-Mix Concrete]P259 Location of Placement: Northside Sidewalk MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504* Time Sample Batched: 10:31 AM Cement: Time Sampled: 11:32 AM Sample Location: Sta. 1+50 Fly Ash: Truck/Ticket No: 1264/25745054 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: _ 56°F Fine Aggregate: Concrete Range: 68°F Slump Range(inches): Admixtures: Weather Conditions: Clear `-- 1 Time Started: 11:30 AM 2 . -Time Completed: 12:45 PM Added Water: Sample Air Content(%): 5.0 - 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.) (Lbs./Sq.In.) CV 89 7 10/26/13 102,260 3,620 Performed inplace soil density CV 90 5.0 28 11/16/13 tests onsite between 10:00 CV 91 28 11/16/13 AM and 11:30 AM. CV 92 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: * Mix No. 10L11524 was used on September 24, 2013 for the westbound lane. 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. Rod Lacy- The Fain Group, Phone: 817-9274388; via E-mail: rlacy @faingp.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 621,44k------- 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. NOV-03-2013 23:32 P.13/15 • A 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 .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: November 1, 2013 Date Concrete Placed: October 23, 2013 Standard 6"x12"Cylinders Client: City of Coppell Cylinder Cross-sectional Area:28.27 Square Inches Project: Creekview Drive Roadway Improvements 2013,Coppell, Texas Concrete Report No.: 29 Contractor. The Fain Group Project No.:213-0134 Concrete Supplier and Plant Redi-Mix Concrete/P259 Location of Placement: Northside Sidewalk/Rail Footong . MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11504 Time Sample Batched: 10:56 AM Cement: Time Sampled: 12:33 PM Fly Ash: Sample Location: E. Half of Footing y Truck/Ticket No: 1321 /25747249 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: , 79°F Fine Aggregate: Concrete Range: . 74°F Admixtures: Slump Range(inches): 5.75 Weather Conditions: Partly Cloudy 1 Time Started: 9:30 AM • 2 •Time completed: 2:00 PM . Added Water: 0 Gallons • Sample Air Content(%): 4.5 • Total Cubic Yards Placed: 16 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.) CV 93 7 10/30/13 107,820 3,810 . CV 94 5.75 28 11/20/13 CV 95 28 11/20/13 • CV 96 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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com Texas CMT Inc. TBPE Firm: F-4521 Reviewed by: 2 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.