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WA9302A-LR 960604 (2)
G 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: June 4, 1996 City of Coppell Village Parkway Pump Station Add. Piers Impection Visual Inspection Inspection Date: May 30, 1996 Pier Inspection Report No.: 2 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 C-1 18" 20' 7" 8' 0" 8' 5" 29' 0" Shale 19' 8" C-2 18" 23' O" 8' O" 8' 0" 31' 0" Shale 20' 5" B-2 18" 2Y 6" 8' 0" 8' 1" 31' 7" Shale 21' 6" A-2 18" 22' 0" 8' 0" 8' 0" 30' 0" Shale 20' 8" A-3 18" 23' 2" 8' 0" 8' 0" 31' 2" Shale 18' 5" Remarks Dry, clean, plumb Dry, clean, plumb Dry, clean, plumb Dry, clean, plumb Dry, clean, plumb CC: Mr. Larry Davis - City of C0ppell Mr. Gary Henriticks - Shimek, Jacobs and Finklea Ourletmrsandrepomareferlheexclusiveuseofthecllemmwhom~y~. The use of olg name must receive eur pcior wriuen a!3provaL Our leuen and reports apply only w :he sample [eslnt and/or irapeeled, and are nm necessarily indicative of the quantities of appiremly idemical or similar products.