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DR1201-LR130830 AUG-29-2013 23:43 P.09 A . AVA Texas CMS, 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: August 30, 2013 Date Grout Placed: July 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.: 01 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Bags), On-site Mixer Location of Placement: Passive Anchors IF through 1I and IC OBSERVATION DATA Time Sample Batched: 2:15 PM Time Sampled: 2:18 PM Sample Location: Anchor 1F Temperature-Ambient Range: 98°F Temperature-Grout Range: 90°F Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Clear Time Started: 7:00 AM Time Completed: 5:00 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 1 7 7/19/13 20,600 5,150 CV 2 7 7/19/13 20,900 5,230 CV 3 N A 7 7/19/13 22,300 5,580 CV 4 28 8/9/13 30,620 7,660 CV 5 28 8/9/13 29,700 7,430 CV 6 28 8/9/13 28,220 7,060 Test Methods Utilized Fracture Regular ASTM C-109,C-39, (Unless Noted Otherwise) Specimens Made By: RG C-143 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 ' / A/ 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-29-2013 23:43 P.10 • 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 GROUT MIX OBSERVATION Report Date: August 30, 2013 Date Grout Placed: July 13, 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.: 02 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon* Premium Non-shrink Grout(50# Bags), On-site Mixer Location of Placement: Passive Anchors 1J through is OBSERVATION DATA Time Sample Batched: 1:15 PM Time Sampled: 1:18 PM Sample Location: Anchor 1M • Temperature-Ambient Range: 96°F Temperature-Grout Range: 98°F Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Clear Time Started: 7:00 AM Time Completed: 4:30 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 Slum p(in.) (Da ys) Tested (Lbs.) (Lbs./Sq.In.) CV 7 7 7/20/13 29,620 7,410 CV 8 7 7/20/13 29,580 7,400 CV 9 N A 7 7/20/13 29,000 7,250 CV 10 28 8/10/13 39,960 9,990 CV 11 28 8/10/13 36,540 9,140 CV 12 28 8/10/13 36,840 9,210 Test Methods Utilized Fracture Regular ASTM C-109,C-39, (Unless Noted Otherwise) Specimens Made By: MR C-143 Remarks and/or Distribution: * The spec calls for Burke non-shrink grout manufactured by Edoco Construction Materials. Gregory of ARK • Construction said the Lyons premium non-shrink grout was being used as it was approved by the City of Coppell. 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. ov 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. AUG-29-2013 23:44 P.11 0 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 GROUT MIX OBSERVATION Report Date: August 30, 2013 Date Grout Placed: July 19, 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.: 03 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant. Lyon Premium Non-shrink Grout (50# Bags), On-site Mixer Location of Placement: Passive Anchors IT through 1AE OBSERVATION DATA Time Sample Batched: 11:27 AM Time Sampled: 11:29 AM Sample Location: Anchor lU . Temperature-Ambient Range: 86°F Temperature-Grout Range: 87°F Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Clear Time Started: 9:00 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 13 7 7/26/13 22,800 5,700 Average 7-day strength CV 14 7 7/26/13 22,960 5,740 of 3 cubes = 5,350 psi • CV 15 N A 7 7/26/13 18,460 4,620 CV 16 28 8/16/13 29,620 7,410 CV 17 28 8/16/13 30,420 7,610 CV 18 28 8/16/13 30,680 7,670 Test Methods Utilized Fracture Regular ASTM C-109, C-39, (Unless Noted Otherwise) Specimens Made By: MR C-143 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: 0-211-14-4----- 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-29-2013 23:44 P.12 C :AFT 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: August 30, 2013 Date Grout Placed: July 20,2013 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.: 04-rev. Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer Location of Placement: Passive Anchors 1AF through lAO OBSERVATION DATA Time Sample Batched: 10:45 AM Time Sampled: 10:48 AM Sample Location: Anchor 1AG 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) Tested sample exhibited relatively thinner consistency(higher flowability)compared to samples tested on previous days. Weather Conditions: Clear ,. Time Started: 7:00 AM • Time Completed: 4:30 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 in. Remarks Number Slump( ) (Days) Tested (Lbs.) (Lbs./Sq.In.) CV 19 7 7/27/13 16,140* 4,040* * Average 7-day strength CV 20 7 7/27/13 14,360* 3,590* of 3 cubes = 4,120 psi. CV 21 N A 7 7/27/13 18,920* 4,730** ** Not cast on perfectly CV 22 28 8/17/13 26,300 6,580 CV 23 28 8/17/13 24,500 6,130 flat surface. Finished CV 24 28 8/17/13 26,380 6,600 surface was irregular. Test Methods Utilized Fracture Regular ASTM C-109, C-39,C-I 107 (Unless Noted Otherwise) Specimens 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 Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: /j� '�__ 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-29-2013 23:44 P.13 C ATA Texas CMT, Inca Construction Materials Testing GEE Consultants, Inc. and Environmental Consulting 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com REPORT OF GROUT MIX OBSERVATION Report Date: August 30, 2013 Date Grout Placed: July 22, 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.: 05 rev2. Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50#Bags), On-site Mixer Location of Placement: Passive Anchors IAP through 1AW OBSERVATION DATA Time Sample Batched: 2:12 PM Time Sampled: 2:14 PM Sample Location: Anchor 1AQ Temperature-Ambient Range: 96°F Temperature-Grout Range: 92°F Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Tested sample exhibited thicker consistency compared to samples tested on previous days. Cubes began to set prior to completion of casting and finishing. Weather Conditions: Clear - Time Started: 9:00 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.ln.) CV 25 7 7/29/13 15,740* 3,940* * Average 7-day strength CV 26 7 7/29/13 16,140* 4,040* of 3 cubes = 4,030 psi. CV 27 N A 7 7/29/13 16,460* 4,120* CV 28 28 8/19/13 31,320 7,830 CV 29 28 8/19/13 33,440 8,360 CV 30 28 8/19/13 31,620 7,910 Test Methods Utilized Fracture Regular ASTM C-109,C-39, C-1107 (Unless Noted Otherwise) Specimens 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 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 @arkcontractin • es.com Texas CMT, Inc. TBPE Firm: F-4521 - Reviewed by: d • . 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-29-2013 23:44 P.14 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: August 30, 2013 Date Grout Placed: July 23, 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.: 06 Contractor: ARK Construction Project No.:213-0134 Grout Supplier and Plant: Lyon Premium Non-shrink Grout(50# Bags), On-site Mixer Location of Placement: Passive Anchors lAX through 1BE OBSERVATION DATA Time Sample Batched: 2:43 PM Time Sampled: 2:45 PM Sample Location: Anchor lAZ • Temperature-Ambient Range: 95°F Temperature-Grout Range: 91°F Slump Range(inches): N.A. (1 Gallon of water per 50 Pounds Bag of Grout Mix) Weather Conditions: Clear Time Started: 11:00 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 Slum p(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) CV 31 7 7/30/13 26,720 6,680 Average 7-day strength CV 32 7 7/30/13 27,580 6,900 of 3 cubes = 6,840 psi • CV 33 N A 7 7/30/13 27,780 6,950 CV 34 28 8/20/13 32,840 8,210 CV 35 28 8/20/13 29,600 7,400 CV 36 28 8/20/13 31,500 7,880 Voids on 1 Corner. Test Methods Utilized Fracture Regular ASTM C-109, C-39, C-1107 (Unless Noted Otherwise) Specimens 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 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: ( c ,,•. All letters and reports are for the exclusive use of the diem 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-29-2013 23:44 P.15 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 GROUT MIX OBSERVATION Report Date: August 30, 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 313 • Temperature-Ambient Range: 98°F Temperature-Grout Range: 96°F • Slump Range(inches): N.A.(I 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 Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks 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 CV 41 28 9/4/13 CV 42 28 9/4/13 Test Methods Utilized Fracture Regular ASTM C-109, C-39,C-I 107 (Unless Noted Otherwise) Specimens 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 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. AUG-29-2013 23:45 P.16 c 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 GROUT MIX OBSERVATION Report Date: August 30, 2013 Date Grout Placed: August 8, 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.: 08 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: 10:15 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(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 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 CV 47 28 9/5/13 CV 48 28 9/5/13 Test Methods Utilized Fracture Regular ASTM C-109, C-39,C-1107 (Unless Noted Otherwise) Specimens 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 ,` 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-29-2013 23:45 P.17 C Tex . s 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: August 30, 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 Started setting up on 52, CV 53 28 9/6/13 53 & 54 CV 54 _ 28 9/6/13 Test Methods Utilized Fracture Regular ASTM C-109, C-39, C-1107 (Unless Noted Otherwise) Specimens 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 92‘14614` Texas CMT, Inc. TBPE Firm: F-4521 • Reviewed by: 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. AUG-29-2013 23:45 P.18 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 GROUT MIX OBSERVATION Report Date: August 30, 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 Number Slump(in.) (Days) Tested (Lbs.) (Lbs./Sq.In.) Remarks 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 Started setting up on CV 59 28 9/9/13 completion of molding CV 60 28 9/9/13 of 59 & 60. Test Methods Utilized Fracture Regular ASTM C-109, C-39,C-1107 (Unless Noted Otherwise) Specimens 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 Texas CMT, Inc. TBPE Firm: F-4521 Reviewed by: 9--2:44.4.______ 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-29-2013 23:45 P.19 Texas CMT, Inc. AtrA 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: August 30, 2013 Date Grout Placed: August 15, 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.: 11 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: 1:45 PM Time Sampled: 1:47 PM Sample Location: Anchor 3AM Temperature- Ambient Range: 82°F Temperature-Grout Range: 85°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: 5:30 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 61 7 8/22/13 22,100 5,530 CV 62 7 8/22/13 22,680 5,670 . CV 63 N A 7 8/22/13 22,480 5,620 CV 64 28 9/12/13 CV 65 28 9/12/13 CV 66 28 9/12/13 Test Methods Utilized Fracture Regular ASTM C-109,C-39, C-1107 (Unless Noted Otherwise) Specimens 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: gMrrshall@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).....#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.