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CF-Cozby Library-LR 940421
PIER INSPECTION REPORT Report Date: April 21, 1994 Inspection Date: April 19, 1994 Client: City of Coppell Project: W.T. Cozby Public Library Identification: Straight Shaft Piers Method of Test: Visual Inspection Depth to Pier Shaft Bearing Req'd Actual Total Bearing Casing # Size Strata Pent. Pent. Depth Material Depth Remarks A.4-4 18" 16' 8" 6' 0" 5' 11" 27' 7" Gray Shale 15' 10" Clean, Plumb, Dry A.4-5 18" 19' 3" 6' O" 6' 10" 26' 1" Gray Shale 16' 7" Clean, Plumb, Dry A.4-6 18" 17' 3" 6' 0" 6' 3" 23' 6" Gray Shale 15' 8" Clean, Plumb, Dry A.4-7 18" 17' 7" 6' 0" 5' 11" 23' 6" Gray Shale 14' 9" Clean, Plumb, Dry C-3 24" 16' 8" 5' 0" 5' 2" 21' 10" Gray Shale 15' 4" Clean, Plumb, Dry C-4 24" 18' 9" 5' O" 5' 0" 23' 9" Gray Shale 15' 10" Clean, Plumb, Dry C-5 24" 19' 6" 5' 0" 5' 0" 24' 6" Gray Shale 17' 11" Clean, Plumb, Dry A.4-8 18" 17' 9" 6' 0" 6' 1" 23' 10" Gray Shale 16' 0" Clean, Plumb, Dry A.4-9 18" 18' 7" 6' 0" 6' 5" 25' 0" Gray Shale 16' 1" Clean, Plumb, Dry A.4-10 18" 17' 6" 6' 0" 6' 2" 23' 8" Gray Shale 15' 8" Clean, Plumb, Dry cc: Gary Sieb - City of Coppell Mike Sherpinskas - Diversified Construction Services. Inc. Jim Bullock - F & S Partners Russell Williams - Brockette Davis Drake, Inc. Our letters and reports are for the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our letters and reports ~tppiy tnaly t~ the sample tested andtor i~spected, and are not necessarily indicative of the quantifies of apparently identical or similar producta.