WA9302A-LR 960702G EOTECHNICAL
E
10046 Monroe Drive
NGINEERING
E NVIRONMENTAL
· Dallas, Texas 75229
GEE Consultants, Inc.
· (214) 352-5433 · Fax (214) 352-6972
PIER INSPECTION REPORT
Report Date:
Client:
Project:
Identification:
Method of Test:
July 2, 1996
City of Coppell
Village Parkway Pump Station Add.
Piers Inspection
Visual Inspection
Inspection Date: June 14, 1996
Pier Inspection Report No.: 5
Page Number: Page 1 of 1
Project Number: 96-0172
Pier Shaft
# Size
7 18"
8 18"
Screening wall piers
Depth to
Bearing Req'd Actual Total
Strata Pent. Pent. Depth
* 27 '0"
* 26' 0"
Bearing Casing
Material Depth
Gray Shale 24' 9"
Gray Shale 24' 5"
Remarks
Dry, clean, plumb
Dry, clean, plumb
CC:
Mr. Larry Davis - City of Coppell
Mr. Gary Hendricks - Shimek, Jacobs and Finldea
Mr. Mike Diagre-North Texas Municipal Construction Co.
Our letters and reports arc for the exclusive use of the client to whom they are addressed. The me of our name must rcceivc our prior written approval. Our letters and
reports apply only to the sample rested and/or impected, and are not necessarily indicative of the quantities of apparcmly identical or similar products.
I T