DR1201-LR130718 JUL-18-2013 03:49 P.01
4T Texas CMT, Inc.
Construction Materials Testing GEE COflSU Itants, 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: July 18,2013 Observation Date: July 12,2013
Client: City of Coppell Report No. 1
Project: Creekview Drive Roadway Improvements,Coppell,TX 75019
Identification: Passive 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
IF 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water**
1G 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water**
11-1 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water**
11 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water**
1 C 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA See Note Below*
* Passive anchors 1C drilled to about 15 feet prior to this date and not grouted.Drilling was completed to 25 feet
and grouted with Lyon Non-Shrink Grout on July 12,2013.
** Green PVC section fitted at the top portion of hole to help reduce potential for caving.
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
b ,1i' I
Texas CMT,Inc. TBPE Firm: F-4521 Reviewed �...,i
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, . . le us 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.
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JUL-18-2013 03:49 P.02
A
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Texas CMT, Inc.
Construction Materials Testing GEE Consultants, Inc.
10044 Monroe Drive • Dallas, Texas 75229 • (214) 352-6957 • Fax (214) 352-6972 • www .texascmt.com
ANCHOR OBSERVATION REPORT
Report Date: July 18,2013 Observation Date: July 13,2013
Client: City of Coppell Report No. 2
Project: Creekview Drive Roadway Improvements,Coppell,TX 75019
Identification: Passive 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./ Bearing Penetration Penetration Depth Material Depth Remarks
Size
Location Strata
1J 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA See Note Below*
1K 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water
1L 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water
1M 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA Filled with Water
IN 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA
10 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA
1P 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA
1Q 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA
IR 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA
1S 10" 0'0" 25' 25' 25'0" Dark Gray Shale NA .
* Passive anchors lJ drilling completed prior to arrival on site at 8:02AM on this date.Anchor 1J excavation was
full of water.Green PVC section fitted at the top portion of hole to help reduce potential for caving.
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
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 CM , . The us o ame must recei •
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.02