WA9302A-LR 960618G
EOTECH N ICAL
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:
Client:
Project:
Identification:
Method of Test:
June 18, 1996
City of Coppell
Village Parkway Pump Station Add.
Piers Inspection
Visual Inspection
Inspection Date: June 13, 1996
Pier Inspection Report No.: 4
Page Number: Page 1 of 1
Project Number: 96-0172
Depth to
Pier Shaft Bearing Req'd Actual Total Bearing Casing
# Size Strata Pent. Pent. Depth Material Depth Remarks
3 18" * 24' 0" Gray Shale 24' 5" Clean, dry and plumb
4 18" * 24' O' Gray Shale 24' 9" Clean, dry and plumb
5 18" * 24' 9" Gray Shale 24' 5' Clean, dry and plumb
5A 18" * 23' 4" Gray Shale 24' 3' Clean, dry and plumb
6 18" * 24' 0" Gray Shale 24' 9" Clean, dry and plumb
*Screening wall piers requires minimum 10' total depth from the existing grade. Since sloughing took place at 10' depth, piers were drilled into gray shale.
Mr. Lany Davis - City of Coppell
Mr. Gary Hend~cks - Shinaek, .l'acobs and Finklea
Mr. Mike Diagre - North Texas Municipal Construction Co.
Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our rime must receive our prior written approval. Our ]otters and
reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quamities of apparen~y identical or Simile products.