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DR1201-LR131024 (2) OCT-31-2013 22:05 P.07 0 Texas CMT, Inc. ATE , Construction Materials Test 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: October 24, 2013 Date Concrete Placed: September 24,2013 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.: 10 Contractor. The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 • Location of Placement: Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11524 Time Sample Batched: 6:34 AM Cement: Time Sampled: 7:37 AM Fly Ash: Sample Location: Sta. 4+80 Truck/Ticket No: 1238/25731205 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: • 65°F Fine Aggregate: Concrete Range: 86°F Admixtures: Slump Range(inches): 1.5.. . Weather Conditions: Clear 1 NR Time Started: 6:00 AM 2 Air Time Completed: 2:15 PM . Added Water: 10 Gallons Sample Air Content(%): 2.5 Total Cubic Yards Placed: 20 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 37 7 10/1/13 144,300 5,100 CV 38 1.5 28 10/22/13 156,540+ 5,540+ CV 39 28 10/22/13 158,520+ 5,610+ CV 40 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: * SYB concrete foreman was informed of air content 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. 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. OCT-31-2013 22:05 P.08 A Texas C\ T9 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: October 24, 2013 Date Concrete Placed: September 24,2013 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.: 11 Contractor. The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement: Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11524 Time Sample Batched: 9:08 AM Cement: Time Sampled: 10:02 AM•Fly Ash: Sample Location: Sta.3+15 Truck/Ticket No: 1237/25731389 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: 78°F Fine Aggregate: Concrete Range: 86°F Admixtures: Slump Range(inches): 3.0.. - Weather Conditions: Clear 1 NR Time Started: 6:00 AM • 2 Air Time Completed: 2:15 PM . Added Water: 10 Gallons Sample Air Content(%): 5.0 Total Cubic Yards Placed:' 120 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 41 7 10/1/13 117,460 4,150 CV 42 3.0 28 10/22/13 157,380 5,570 CV 43 28 10/22/13 158,460 5,610 CV 44 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: * SYB concrete foreman was informed of slump and air content test results. 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 CM T, I nc. TBPE Firm: F-4521 Reviewed eviewed b : aliata-- --. 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. OCT-31-2013 22:05 P•09 • A Texas C \ I T, Inc AVA Construction Materials Testing GEE Consultant Inc. and Environmental Consulting 10044 Monroe Drive • DaIlas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF CONCRETE MIX OBSERVATION Report Date: October 24, 2013 Date Concrete Placed: September 24,2013 Standard 6"xI2"Cylinders Client: City of Coppell • Cylinder Cross-sectional Area:2827 Square Inches Project Creekview Drive Roadway Improvements 2013, Coppell,Texas Concrete Report No.: 13 Contractor: The Fain Group Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement Westbound Lane MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10L11524 Time Sample Batched: 11:36 AM Cement: Time Sampled: 12:31 PM Fly Ash: Sample Location: Sta. 1+40 Truck/Ticket No: 1257/25731575 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: . 93°F Fine Aggregate: Concrete Range: 91°F Admixtures: Slump Range(inches): 2.75. 1 NR Weather Conditions: Clear . Time Started: 6:00 AM • 2 Air Time Completed: 2:15 PM • Added Water: Sample Air Content(%): 4.0 • Total Cubic Yards Placed: 220 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 47 7 10/1/13 124,320 4,400 CV 48 28 10/22/13 157,200 5,560 CV 49 2.75 28 10/22/13 153,220 5,420 CV 50 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. Rod Lacy- The Fain Group, Phone: 817-927-4388; via E-mail: rlacy @faingp.com if J ' ' Texas CMT. Inc. TBPE Firm: F-4521 Reviewed b : � 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 OCT-31-2013 22:15 P.01 Alt ATA Texas 'MT, 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 GROUT MIX OBSERVATION Report Date: October 24, 2013 Date Grout Placed: August 24, 2013 • Standard 2"x2"Cubes Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 12 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Baps), On-site Mixer, Location of Placement: Active Anchors -Row#5 Post-if Fax Note 7671 Date Ipey°es■ OBSERVATION DATA To 1-4IZRY DilV f S From T&)(PS CNT,L , Time Sample Batched: 9:58 AM Co./Dept.EAI GGr TA Sfr Co.G>-£ CD SU LT. Ilk. Time Sampled: 10:00 AM Phone It r!,2 2 Phone#`'/1_ jci� 57 Sample Location: Anchor 5K q ` ' L �o~3 g4 4-3s--z_-`�" Temperature-Ambient Range: 90°F Fax* _\- 3 o4 5-70 Fax# Z( 497 Temperature-Grout Range: 93°F Slump Range(inches): N.A.(1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Clear - • . Time Started: 6:45 AM Time Completed: 4:00 PM Sample Air Content(%): N.A. . Total Cubic Yards Placed: N.A. Required Strength(Lbs./sq.in.): 5,000 psi at 7-days Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) CV 67 7 8/31/13 27,580 6,900 CV 68 7 8/31/13 27,360 6,840 CV 69 N.A 7 8/31/13 28,280 7,070 CV 70 28 9/21/13 32,180 8,050 CV 71 28 9/21/13 31,940 7,990 CV 72 28 . 9/21/13 33,320 8,330 Test Methods Utilized Fracture Regular Specimens Made By: MR C-109, C-39,C-1107 (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 • Mr. Ernie Fields-Walter P. Moore, Phone:214-740-6251; via E-mail: efields @walterpmoore.com Mr. Mark North-ARK Contracting,Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: aff",14"---- 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. OCT-31-2013 22:15 P.02 C ATA 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 GROUT MIX OBSERVATION Report Date: October 24, 2013 Date Grout Placed: August 26, 2013 ' Standard 2"x2"Cubes Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Inches Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 13 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer . Location of Placement: Active Anchors- Row#5 - W. End OBSERVATION DATA Time Sample Batched: 1:23 PM Time Sampled: 1:25 PM Sample Location: Anchor 5T Temperature-Ambient Range: 97°F Temperature-Grout Range: 104°F • Slump Range(inches): N.A.(1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Partly Cloudy - Time Started: 7:00 AM Time Completed: 4:00 PM • Sample Air Content(%): N.A. • Total Cubic Yards Placed: N.A. • Required Strength(Lbs./sq.in.): 5,000 psi at 7-days Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs_) (Lbs./Sq.In.) CV 73 8 9/3/13 25,700 6,430 Cubes exhibit slight cold CV 74 8 9/3/13 25,740 6,440 joint between layers 1 & . CV 75 N A 8 9/3/13 28,140 7,040 2 CV 76 28 9/23/13 30,020 7,510 CV 77 28 9/23/13 30,040 7,510 CV 78 28 9/23/13 31,960 7,990 Test Methods Utilized Fracture Regular Specimens Made By: RG ASTM C-109,C-39, C-I 107 (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 Mr.Ernie Fields - Walter P. Moore, Phone: 214-740-6251;via E-mail: efields @walterpmoore.com Mr. Mark North-ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com ()-2„.-4,1.1.____ 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. OCT-31-2013 22:15 P.03 A ATA Texas C`\ 1 T, Inc. • • Construction Materials Testing GEE cOflsultants, 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: October 24, 2013 Date Concrete Placed: August 30, 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.: 07 Contractor. ARK Contracting Services Project No.:213-0134 Concrete Supplier and Plant: Redi-Mix Concrete/P259 Location of Placement Row #5 18" Beam MATERIALS Source/ SSD Batch Wts. OBSERVATION DATA Description (Lbs/CuYd) Mix Number: 10J11524 Time Sample Batched: 2:20 PM Cement: Time Sampled: 3:35 PM Fly Ash: Sample Location: Row 5 Beam, 30'S. of N. End Truck/Ticket No: I383 /25719157 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: • 100°F Fine Aggregate: Concrete Range: 96°F Admixtures: Slump Range(inches): 3.Q . • Weather Conditions: Clear ' 1 Time Started: 2:00 PM . 2 Time Completed: 4:45 PM Added Water: Sample Air Content(%): 4.2 Total Cubic Yards Placed: 10 Required Strength(Lbsisq.in.): 3,000 Specimen Measured Age Date Total Load Compressive Strength Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks CV 25 7 9/6/13 80,680 2,850 Stand-by on site from 2:28 CV 26 3 0 28 9/27/13 111,900 3,960 PM to 3:15 PM. Waiting for CV 27 28 9/27/13 110,580 3,910 concrete. CV 28 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 Mr. Ernie Fields -Walter P. Moore,Phone: 214-740-6251; via E-mail: efields @walterpmoore.com Mr. Mark North- ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com /a' Texas CMT, Inc. TBPE Firm: F-4521 Reviewed b : 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.03