WA9302A-LR 960604G
EOrECHNICAL
E NGINEERING
E
NVIRONMENTAL
10046 Monroe Drive
Dallas, Texas 75229
GEE Consultants, Inc.
· (214) 352-5433 · Fax (214) 352-6972
PIER INSPECTION REPORT
Report Date:
Cliem:
Project:
Identification:
Method of Test:
June 4, 1996
City of Coppell
Village Parkway Pump Station Add.
Piers Inspection
Visual Inspection
Inspection Date: May 31, 1996
Pier Inspection Report No.: 3
Page Number: Page 1 of 1
Project Number: 96-0172
Pier
#
B-3
C-3
SW-1
SW-2
SW-3
SW4
SW-5
SW-6
Shaft
Size
18"
18"
18"
Depth to
Bearing
Strata
22' 7"
23' 0"
Req'd Actual Total Bearing Casing
Pent. Pent. Depth Material Depth
8' 0" 9' 0" 31' 7" Shale 21' 10"
8' 0" 8' 0" 31' 0" Shale 21' 4"
10' 0" Dark Gray Clay N/A
10' 0" Dark Gray Clay N/A
10' 0" Dark Gray Clay N/A
10' 0" Dark Gray Clay N/A
8ft
10' 0' Dark Gray Clay N/A
Remarks
Mr. Larry Davis - City of Coppell
Mr. Gary HeMticks - Shimgk, Jacobs and Finklea
Our letters and relx~.s are for the exclusive use of the client to whom they are nddrus~.
Dry, clean, plumb
Dry, clean, plumb
Clean, 5" of water
pumped out before placing
concrete
Dry, clean, plumb
Pier bottom started caving
in with water, so they
were backfilled until
okayed by structural
engineer.
Pier bottom started caving
in with water, so they
were backfilled until
okayed by structural
engineer.
Pier bottom started caving
in with water, so they
were backfilled until
okayed by structural
engineer.
10' 0" Dark Gray Clay N/A Pier bottom started eaving
in with water, so they
were backfilled until
okayed by structural
engineer.
w t~n app I. Our l~ttara and
reports apply only to th~ sample t~st~l and/or i~p~ct~d, and arc not r,~cessariJy indicative of th~ qtintiti~l of appa~ntly id=ntical or similar pt~dli;ls.