WA9302A-LR 960604 (3)G
EOTECH N ICAL
E NGINEERING
E
NVIRONMENTAL
GEE Consultants, Inc.
10046 Monroe Drive ·
Dallas, Texas 75229
· (214) 352-5433 · Fax (214) 352-6972
PIER INSPECTION REPORT
Report Date:
Client:
Project:
Identification:
Method of Test:
June 4, 1996
City of Coppell
Village Parkway Pump Station Add.
Piers Inspection
Visual Inspection
Inspection Date: May 29, 1996
Pier Inspection Report No.: 1
Page Number: Page 1 of 1
Project Number: 96-0172
Pier
#
A~I
B-1
Depth to
Shaft Bearing RexI'd Actual Total Bearing Casing
Size Strata Pent. Pent. Depth Material Depth Remarks
18" 22' 0" 8' 0" 9' 0" 31' O" Shale 21' 6" Dry, clean, plumb
18" 21' 5" 8' 0" 8' 7" 30' 0" Shale 21' 0" Dry, clean, plumb
CC:
Mr. Larry Davis ~ City of Coppell
Mr. Gary Hendricks - Shimek, Jacobs and Finklea
Our letters and relxa,..s are for the exclusive use of the client m whom they are alh'ened. The use of our nan must receive our prior writton alala'oval. Our letten and
reports apply only to the sample tested and/or impect~d, and are not necessarily indicative of the quantities of apparently identical or similar produc~.
: 1 ! [