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DR1201-LR130830 (3) AUG-29-2013 23:42 P.05 A Texas CMT, Inc. AYA 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: August 30,2013 Observation Date: August 15,2013 Client: City of Coppell Report No. . 11 Project: Creekview Drive Roadway Improvements,Coppell,TX 75019 Identification: Active Anchor Drilling Project Number: 213-0134 • Method of Test: Visual Observation 1 of 1 Anchor Depth to Shaft Required Actual Total Bearing Casing Remarks No. Size Bearing Penetration Penetration Depth Material Depth Location Strata Dry,Water at bottom at 3AJ 10" 7'* 25' 24.5' 31.5' Dark Gray Shale NA time of grouting Dry,Water at bottom at 3AK 10" 6' 25' 25.5' 31.5' Dark Gray Shale NA time of grouting , 3AL 10" 6' 25' 25.0' •31.0' ' Dark Gray Shale NA Wet 3AM 10" 9' 25' 27.0' 36.0' Dark Gray Shale NA Wet 3AN 10" 7' 25' 24.5' 31.5' Dark Gray Shale NA Wet 3A0 10" 8' 25' 25.5' 33.5' Dark Gray Shale NA Wet ,• . . Notes: * Drilling completed prior to lab tech arrival on site. . 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 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 23:42 P.06 AY& • Texas MT, Inc. Construction Materials Testing GEE consultafltS� 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: August30,2013 Observation Date: August 23,2013 Client: City of Coppell Report No. 12 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 Location Size Strata Penetration Penetration Depth Material Depth 5A 10" 18'* 25' 27' 45' Dark Gray Shale NA Water 5B 10" 17' 25' 28' 45' Dark Gray Shale NA Water 5C 10" 20' 25' 25' 45' Dark Gray Shale NA Water • 5D 10" 20' 25' 25' . 45' -- Dark Gray Shale NA Water SE 10" 20' 25' 25' 45' Dark Gray Shale NA Water 5F 10" 20' 25' 25' 45' Dark Gray Shale NA Water Notes: • * Drilled while tech was casting inlet cylinders and performing density tests on Row#4 backfill. 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: 02 04.._.. 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.07 texas CMT, Inc. IA 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: August 30,2013 Observation Date: August 24,2013 Client: City of Coppell Report No. 13 • 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 Penetration Penetration Depth Material Depth Location Strata 5J 10" 15' 25' 25' 40' Dark Gray Shale NA Dry • 5K 10" 15' 25' 25' 40' Dark Gray Shale. NA Dry 5L 10" 15' 25' 25' 40' Dark Gray Shale NA Wet 5M 10" 15' 25' 25' 40' -. Dark Gray Shale NA Very Wet 5N 10" 15' 25' 2'5' 40' Dark Gray Shale NA Very Wet 50 10" 15' 25' 25' 40' Dark Gray Shale NA Water 5P 10" 15' 25' 25' 40' Dark Gray Shale NA Dry 5Q 10" 15' 25' 25' 40' Dark Gray Shale NA Wet 5R 10" 15' 25' 25' 40' Dark Gray Shale NA Dry • 5S 10" 15' 25' 25' 40' Dark Gray Shale NA Dry 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 s CMT Inc. TBPE Firm: F-4521 Reviewed by: i 1 /04.__- All lletters 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. e use of our n. e 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.06 A Ay,i t i I, 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 ANCHOR OBSERVATION REPORT Report Date: August30,2013 Observation Date: August 26,2013 Client: City of Coppell Report No. 14 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./ Bearing Location Size Strata Penetration Penetration Depth Material Depth 5T 10" 151* 25' 26' 41' Dark Gray Shale NA Dry 5U 10" 16' 25' 25' 41' Dark Gray Shale • NA Dry 5V 10" 16' 25' 25' 41' Dark Gray Shale NA Dry 5W 10" 16' 25' 25' 41' , Dark Gray Shale NA Thy - 5X 10" 15' 25' 25:5' 40.5' Dark Gray Shale NA Dry 5Y 10" 16' 25' 25' 41' Dark Gray Shale NA Dry Notes: * Drilled prior to lab tech arrival at site. 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.