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DR1201-LR130815 AUG-15-2013 05:57 P.01 C Gee N�fie44 v' ) C e 9 Texas CMT, Inc. 1?af-Ar cr f AM/11 .14.. . �I� ■M/N. . Construction Materials Testing ( )T1 and Environmental Consulting Post-It°Fax Note 7671 n 7671 Date p#of 10044 Monroe Drive • Dallas, Texas 75229 • (214) 352 To 1."`r1 ti,gr'l//.UT1.,,rI 5p From/�-I�x�5 I v I I, 71&i Co./Deft.E/vc* r �i i I e co.6cc cb Cod✓1 • Twe Phone# 9-7 z,3 0 4_3 4 2 4 Phone# 1 5-2„0157 Fax# cm__3 04 5-70 Fax# z 1 4_35-z_ 6 1 /2_ ANCHOR OBSERVATION REPORT Report Date: August 15,2013 Observation Date: August 7,2013 Client: City of Coppell „” Report No. 7 Project: Creekview Drive Roadway Improvem , op 1,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 No./ Remarks Size Searing Penetration Penetration Depth Material Depth Location Strata 3A(N.) 10" 6' 25' 25' 31' Dark Gray Shale NA Water and mud at bottom of hole 3A(S.) 10" 10' 25' 25' 35' Dark Gray Shale ' NA Water and mud at bottom of hole 3B 10" 25' N.A. N.A. N.A. NA * • Orange and gray mud. 3D 10" 10' 25' 25' .35' ` Dark Gray Shale NA Water'at 3'from top of . hole 3E 10" 10' 25' 25' 35' Dark Gray Shale NA • • 3F 10" 10' 25' 25' 35' Dark Gray Shale NA 3G** 10" 10' 25' 25' 35' Dark Gray Shale NA ** '--' 3H** 10" 10' 25' 25' 35' Dark Gray Shale NA ** . *---- , 31** 10" 10' 25' 25' 35' Dark Guy Shale NA ** 'E' Notes: * Auger bouncing off top of shale due to water and mud above;drilling of Anchor 3B was postponed for this day. • ** At 2:40PM Gregorio informed lab technician that ARK had a hose break-down. Drilling of anchor 3G was stopped so that he could go to their shop for a hose replacement.Gregorio estimated it would take him about two (2)hours to return to the site so lab tech left the site. Lab tech called Qregorio at 4:10PM and he said hose replacement was on site and they had already commenced drilling. On returning to the site la's tech noted that anchors 3H and 31 were completely drilled.3J was partially drilled.Also anchors 3F,3G and 3H were completely .------7 grouted.Anchor 3I grouting commenced on tech's 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 A"____ Alf -'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. e 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. AUG-15-2013 05:57 P.02 A Texs CMT, Inc AIA 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 15,2013 Observation Date: August 8,2013 Client: City'of Coppell Report No. 8 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 St ata Penetration Penetration Depth Material Depth • Water at 8'. Sides of 3J 10" 7'0"* 25' 25' 32'0" Dark Gray Shale NA hole sloughing above . shale elevation.** Water at 5'. Sloughing 3K 10" 7'0"* 25' 25' 32'0" Dark Gray Shale NA above shale elevation. • ** Sloughing above shale 3L 10" 7'0" 25' 25' 32'0" Dark Gray Shale NA elevation Water at 6'. Sloughing 3M 10" 7'0" 25' 25' 32'0" Dark Gray Shale NA above shale elevation. 3N 10" 7'0" 25' 25' 32'0" Dark Gray Shale NA Dry 30 10" 6'0" 25' 25' 31'0" Dark Gray Shale NA Notes: _,— / * Drilling completed while lab tech performing density tests on roadwa - ** These holes were auger cleaned prior to grouting. / cc: Mr.Larry Davis-City of Coppell,Phone:972-304-3684;v �� :97: 04-3 ^ 0 � Mr.George Marshall-City of Coppell,Phone:972-304- :�( is ' mai•'5 arshall®coppelltx.gov Mr.Rod Lacy-The Fain Group,Phone: 817-927-4388;`I. r 1:rl. rifaingp.com Mr.Ernie Fields-Walter P.Moore,Phone:214-740-6 . ;. E 'telds @walterpmoore.com Mr.Mark North-ARK Contracting,Phone:817-478 !I :mnorth @arkcontractingservices.com Texas CMT,Inc. TBPE Firm: F-4521 Reviewed b Off 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, c. 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-15-2013 05:58 P.03 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 • • ANCHOR OBSERVATION REPORT Report Date: August 15,2013 Observation Date: August 9,2013 Client: City of Coppell Report No. 9 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 Shaft Depth to Required Actual Total Bearing Casing No./ Remarks Size Bearing Penetration Penetration Depth Material Depth Location Strata 3P 10" 6'0"* 25' 25' 31'0" Dark Gray Shale NA Dry Water encountered. 3Q 10" 10'0" 25' 25' 35'0" Dark Gray Shale NA Anchor mis-located about 1'west 3R 10" 11'0" 25' 25' 3.6'0" - Dark Gray Shale NA Water encountered 3S 10" 11'0" 25' 25' 36'0" Dark Gray Shale NA Water encountered. 3T 10" 10'0" 25' 25' 35'0" Dark Gray Shale NA Dry 3U 10" 11'0" 25' 25' 36'0" Dark Gray Shale NA Dry 3V 10" 11'0" 25' 25' 36'0" Dark Gray Shale NA Dry ' 3W 10" 12'0" 25' 25' 37'0" Dark Gray Shale NA Dry 3X 10" 9'0" 25' 27' 36'0" Dark Gray Shale NA Dry 3Y 10" 11'0" 25' 25' 36'0" Dark Gray Shale NA Dry 3Z 10" 11'0" 25' 26' 37'0" Dark Gray Shale NA Dry Note: * 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 972-304-3562;via E-mail: Marshall, / .gov Mr.George Marshall-•City of Coppell,Phone: g 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,In 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 f our name must receive our prior written approval. Our letters and reports apply only to the sample tested and/or obed and not necessarily indicative of the quantities of apparently identical or similar products. , fi&fi' . TOTAL P.03