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DR1201-LR130909 [EP-20-2013 04:02 P.01 A Texas CMT, Inc. . Construction Materials Testing Date page (Post-W Fax Note 7671 ∎ and Environmental Consulting To/4)RRy j fl-\t S From T&M c M T) L Co.Dept.ENC-t�r E,ISP, co.Gt~ cb(�cocr. TN 10044-Monroe Drive • Dallas, Texas 75229 • (214) 352. phone# t '04-364 Phone#z i�6_ j�z�‘;Cl 5-7 Fax# c.?iJ[ 30Jl _�5-70 Fax# zI#'3S i' 6172 REPORT OF CONCRETE MIX OBSERVATION Report Date: September 9, 2013 Late 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: 1383 /25719157 Coarse Aggregate: Temperature: Intermediate Aggregate: Ambient Range: - 100°F Fine Aggregate: Concrete Range: 96°F Admixtures: Slump Range(inches): 3.0 Weather Conditions: Clear • 1 Time Started: 2:00 PM . 2 Time Completed: 4:45 PM Added Water: I Sample Air Content(%): 4.2 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.) 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 PM to 3:15 PM. Waiting for CV 27 28 9/27/13 concrete. CV 28 H Hold Test Methods Utilized Fracture Regular Cylinders Made By: RG ASTM C-31,C-39,C-143 (Unless Noted Remarks and/or Distribution: /f/f Z3 VI. cc: Mr. Larry Davis -City of Coppell, Phone: -314-36:,; via Fax: 972-30 70 Mr. George Marshall -City of Coppell, Ph.,e: 2-31'-3562; via E-mail: gMarshall @coppelltx.gov Mr. Rod Lacy - The Fain Group, Phone: 81 f2 -4 .8; via E-mail: rlacy @faingp.com . Mr. Ernie Fields - Walter P. Moore, Phone: 21• r,0-6251; via E-mail: efields @walterpmoore.com Mr. Mark North-ARK Contracting, Phone: 817-'78-7400; via E-mail: mnorth @arkcontractingservices.com . .mr- _ c 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-20-2013 04:03 P.03 Texas C : t T, Inc Construction Ma 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: September 9, 2013 Date Grout Placed: August 8, 2013 Standard 2'x2"Cubes Client: City of Coppell, Texas Cube Cross-sectional Area:4.0 Square Incises Project: Creekview Drive Roadway Improvements 2013, Coppell, Texas Grout Report No.: 08 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant Lyon Premium Non-shrink Grout(50f Bags), On-site Mixer Location of Placement: Active Anchors - Row#3 OBSERVATION DATA Time Sample Batched: 10:15 AM Time Sampled: 10:18 AM Sample Location: Anchor 3M Temperature -Ambient Range: 88°F Temperature-Grout Range: 88°F . Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Cloudy Time Started: 6:30 AM 1:45 PM Time Completed: 12:00 PM 5:00 PM Sample Air Content(%): N.A. • Total Cubic Yards Placed: N.A. Required Strength(LbsJsq.in.): 5,000 psi at 7-days Specimen Measured Age Date Total Load Compressive Strength Remarks Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.) CV 43 7 8/15/13 22,440 5,610 CV 44 7 8/15/13 23,380 5,850 CV 45 N A 7 8/15/13 22,820 5,710 CV 46 28 9/5/13 27,720 6,930 CV 47 28 9/5/13 27,060 6,770 CV 48 28 9/5/13 25,660 6,420 Test Methods Utilized Fracture Regular Specimens Made By: RG ASTM C-I09,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: q(0-- -----. (2,24W 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-20-2013 04:03 P.02 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 GROUT MIX OBSERVATION Report Date: September 9, 2013 Date Grout Placed: August 7, 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.: 07 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 3A, 3B, 3E OBSERVATION DATA Time Sample Batched: 1:47 PM Time Sampled: 1:49 PM Sample Location: Anchor 3B Temperature- Ambient Range: 98°F Temperature-Grout Range: 96°F . Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Clear Time Started: 7:30 AM Time Completed: 3:15 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 37 7 8/14/13 32,880 8,220 CV 38 7 8/14/13 31,820 7,960 CV 39 N A 7 8/14/13 30,980 7,750 CV 40 28 9/4/13 36,480 9,120 CV 41 28 9/4/13 32,100 8,030 voids on cube surface CV 42 28 • 9/4/13 36,120 9,030 Test Methods Utilized Fracture Regular Specimens Made By: MR ASTM 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: efieids @walterpmoore.com Mr. Mark North-ARK Contracting, Phone: 817-478-7400; via E-mail: mnorth @arkcontractingservices.com Reviewed b : aggde-e--------. Texas CMT, Inc. TBPE Firm: F-4521 Y All letters and reports arc 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-20-2013 04:03 P.04 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: September 9, 2013 Date Grout Placed: August 9, 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.: 09 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#3 OBSERVATION DATA Time Sample Batched: 10:45 AM Time Sampled: 10:47 AM Sample Location: Anchor 3Q • Temperature-Ambient Range: 88°F Temperature-Grout Range: 95°F • Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Cloudy Time Started: 6:30 AM Time Completed: 5:15 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 49 7 8/16/13 28,100 7,030 CV 50 7 8/16/13 24,200 6,050 CV 51 N A 7 8/16/13 29,600 7,400 CV 52 28 9/6/13 24,900 6,230 Started Cubes setting 52 &on had 53 CV 53 28 9/6/13 25,060 6,270 rough uneven surfaces. CV 54 28 9/6/13 _ 30,900 7,730 Test Methods Utilized Fracture Regular Specimens Made By: RG ASTM 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 0 Reviewed b / /��� Texas CMT, Inc. TBPE Firm: F-4521 Y� 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-20-2013 04:04 P.05 C A/A Texs 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 • REPORT OF GROUT MIX OBSERVATION Report Date: September 9, 2013 Date Grout Placed: August 12, 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.: 10 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#3 OBSERVATION DATA Time Sample Batched: 10:27 AM Time Sampled: 10:29 AM Sample Location: Anchor 3AB Temperature-Ambient Range: 86°F Temperature-Grout Range: 90°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: 5:45 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 55 7 8/19/13 29,500 7,380 Voids in 55 to 57. CV 56 7 8/19/13 30,180 7,550 CV 57 N A 7 8/19/13 29,220 7,310 CV 58 28 9/9/13 33,420 8,360 Started setting up on CV 59 28 9/9/13 34,220 8,560 completion of molding CV 60 28 9/9/13 33,820 8,460 of 59 & 60. Test Methods Utilized Fracture Regular Specimens Made By: RG ASTM 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 • OP- C/ / / Texas CMT, Inc. _ TBPE Finn: F-4521 Reviewed b : a 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-20-2013 04:04 P.06 C ILYA Tex4 s C .'\ 1 T9 Inc. Construction Materials Testing GEE CoflSultafltS, 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: September 9, 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# Bags), On-site Mixer Location of Placement: Active Anchors - Row#5 OBSERVATION DATA Time Sample Batched: 9:58 AM Time Sampled: 10:00 AM Sample Location: Anchor 5K Temperature- Ambient Range: 90°F 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(Lbsisq.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 CV 71 28 9/21/13 CV 72 28 9/21/13 Test Methods Utilized Fracture Regular Specimens Made By: MR ASTM 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: 0?-114------ 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-20-2013 04:04 P.07 c AllrA tx 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: September 9, 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: 1.04°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.ln.) 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 CV 77 28 9/23/13 CV 78 28 9/23/13 Test Methods Utilized Fracture Regular Specimens Made By: RG ASTM 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: • 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-20-2013 04:04 P.08 Texas C `� T, Inc. AT& � Consultants Inc. GEE , 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.27 (213-0134) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Density Moisture Project: Creekview Drive Roadway (LbsJcu.ft.) Content Improvements 2013 (Percent) 1. Reddish Brown Clay 97.7 22.9 Test Date:September 4,2013 10:30 AM 2. Yellowish Brown Clayey Sand 120.9 12.2 (Select Fill) Report Date:September 9,2013 3. Dark Brown Clay 99.5 22.9 4. Brown,Tan and Yellowish 97.9 23.7 Required Density(%):Min.95% Brown Clay S. Dark Brown Clayey Sand with 116.4 12.5 Required Moisture(%): Dark Gray Shale Fragments Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1 Sand and/or Select Fill: OMC-3 to+3% Shale Fragments Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place • Percent No. Depth Dry Density Moisture Compaction (inches ) (Lbs/Cu.Ft.) Content(%) (%) . 66 4 8 Row#5 Backfill, In Lift,30'E.of W. End 93.5 22.8 95.5 , 67 6 8 Row#5 Backfill,2`a Lift, 15'E.of W.End 112.9 16.3 104.3 _ Test results meet project specifications 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.eom 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-20-2013 04:05 P.09 C Tex s 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.28 (213-0134) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Density Moisture Project: Creekview Drive Roadway (Lbs./cu.ft.) Content Improvements 2013 (Percent) 1. Reddish Brown Clay 97.7 22.9 Test Date:September 4,2013 1:00 PM 2. Yellowish Brown Clayey Sand 120.9 12.2 (Select Fill) Report Date:September 9,2013 3. Dark Brown Clay 99.5 22.9 4. Brown,Tan and Yellowish 97.9 23.7 . Required Density(%):Min.95% Brown Clay 5. Dark Brown Clayey Sand with 116.4 12.5 Required Moisture(%); Dark Gray Shale Fragments Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1 Sand and/or Select Fill:OMC-3 to+3% Shale Fragments . Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place - Percent No. Depth Dry Density Moisture Compaction • (inches) (Lbs/Cu.Ft.) Content(%) (%) 68 6 6 Row#5 Backfill,3rd(Final)Lift, 15'E. of 103.5 15.8 95.7 W.End Test results meet project specifications . 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 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 a 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-20-2013 04:05 P.10 AyAk 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.29 (213-0134) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Density Moisture Project: Creekview Drive Roadway (Lbs./cu.ft.) Content Improvements 2013 (Percent) 1. Reddish Brown Clay 97.7 22.9 Test Date:September 5,2013 2. Yellowish Brown Clayey Sand 120.9 12.2 (Select Fill) Report Date:September 9,2013 3. Dark Brown Clay 99.5 22.9 4. Brown,Tan and Yellowish 97.9 23.7 Required Density(%):Min.95% Brown Clay 5. Dark Brown Clayey Sand with 116.4 12.5 Required Moisture(°A): Dark Gray Shale Fragments Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1 Sand and/or Select Fill:OMC-3 to+3% Shale Fragments • • Test No. Material' Probe Location/Elevation(and/or)Lift In-Place In-Place • Percent No. Depth Dry Density Moisture Compaction • (inches) (Lbs/Cu.Ft.) Content(%) (%) 69 4 6 Row#6 Backfill, 1"Lift, 15'E.of W.End 101.3 20.2 103.5 • 70 6 8 Row#6 Backfill,2^d Lift,23'E.of W.End 102.8 16.0 95.0 71 6 8 Row#6 Backfill,Existing Grade,110'E.of 112.1 16.3 103.6 W.End 72 6 8 Row#6 Backfill,2°d Lift,6'W.of E.End 111.8 18.5 103.3 73 5 8 Row#6 Backfill, 1'Lift, 1'W.of E.End 120.4 15.1 103.4 Test results meet project specifications 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: 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-20-2013 04:05 P.11 • C AyA Tex . s 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 IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.30 (213-0134) Method:ASTM D6938 D698 Page 1 of 1 Client:City of Coppell Material Description Maximum Optimum Dry Density Moisture Project: Creekview Drive Roadway (Lbs./cu.ft.) Content Improvements 2013 (Percent) 1. Reddish Brown Clay 97.7 22.9 Test Date: September 6,2013 2. Yellowish Brown Clayey Sand 120.9 12.2 (Select Fill) Report Date: September 9,2013 3. Dark Brown Clay 99.5 22.9 4. Brown,Tan and Yellowish 97.9 23.7 Required Density(%):Min.95% Brown Clay 5. Dark Brown Clayey Sand with 116.4 12.5 Required Moisture(%): Dark Gray Shale Fragments Clays:OMC+0 to+4%; 6. Dark Gray Gravelly Clay with 108.2 17.1 Sand and/or Select Fill:OMC-3 to+3% Shale Fragments . • • Test No. Material Probe Location/Elevation(and/or)Lift In-Place In-Place Percent • No. Depth Dry Density Moisture Compaction (inches) (Lbs/Cu.Ft.) Content(%) (%) 74 5 8 Row#6 Backfill,Final Lift, 105'E.of W. 119.0 14.3 102.2 End 75 5 8 Row#6 BackfiIl,Final Lift,8'W.of E. 116.7 13.7 100.3 End Test results meet project specifications 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: 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 o 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-20-2013 04:05 P.12 A Al FA Texas CMII 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 ANCHOR OBSERVATION REPORT Report Date: September 9,2013 Observation Date: September 6,2013 Client: City of Coppell Report No. 15 Project: Creekview Drive Roadway Improvements,Coppell,TX 75019 Identification: Active Anchor Drilling Project Number: 213-0134 , Method of Test: Visual Observation Page: 1 of 1 Anchor Depth to Shaft Required Actual Total Bearing Casing Remarks No' Size Bearing Remarks Penetration Depth Material Depth Location Strata . 7A 10" 25'* 15' 25' 50' Dark Gray Shale N.A. Water 7B 10" 30' 15' 20' 50' Dark Gray Shale N.A. Water 7C 10" 25'** 15' 25' 50' Dark Gray Shale N.A. Water - 7D 10" 25' 15' 25' • 50' Dark Gray Shale N.A. Dry 7E 10" 20' 15' 25' 45' Dark Gray Shale N.A. Water . — 7F 10" 22' 15' 23' 45' Dark Gray Shale N.A. Dry - 7G 10" 23' 15' 22' 45' Dark Gray Shale N.A. Dry 7H 10" 25' 15' 20' 45' Dark Gray Shale N.A. Dry Notes: * Drilled prior to lab tech arrival at site. ** Drilled while casting test cubes. 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 b : AB 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 o 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. 12