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Eckerd's-LR 981204 (3)i G· GEOTECHNICAL ENGINEI-,,,NG E GEE Consultants, Inc. E o CONSTRUCTION MATERIALS T[STING 0046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 PIER INSPECTION REPORT Report Date: December 4, 1998 Inspection Date: December 1. 1998 Client: North American Properties-SW Report No. 2 Project: Eckerds Coppell. Texas Identification: Straight Shaft Piers Project Numbe-: 298-0412 Method of Test: Visual Observation Page: I of · Depth to Pier Shaft Bearing Req'd. Actual Total Bearing Casing # Size Strata Pent. Pent. Depth Material Depth Remarks L-2.6 24" 18'0" 6'0" 6' 1" 24'1" Gray Shale 19'-'" Clean. Plumb. Dr,.' Lq 24" 18'0" 6'0" 6'5" 24'5" Gray Shale 18'3" Clean. Plumb. Dry C.7-1 24" 16'0" 6'0" 6'6" 22'6" Gray Shale 16'2" C,ean. Plumb. Dry B-I 24" 17'4" 6'0" 6'0" 23'4" Gray Shale 15'7" Cleea~. Plumb. Dry B-3.3 24" 17'2" 6'0" 6'1" 23'3" Gray Shale 17'1o" Cica't. Plumb. Dr,: B-6.5 24" t6'O" 6'0" 7'0" 23'0" Gray Shale !7'0" Clean. Plumb. Dr-,' B-7.5 24" 16'0" 6'0" 6'1" 22'1" Gray Shale 15'4" Clean. plumb. Dr>... B-9 24" 16'0" 6'0" 6'8" 22'8" Gray Shale 17'8:' Clean. Plumb. Dr; D-9 24" 16'6" 6'0" 6'0" 22'6" Gray Shale 17'4" Clean, Plumt). Dry cc: Mr. John Maggiore - North American Properties-SW Mr. Lance Lilly - Richmond Group Mr. Gary. Stokes - C.A. Walker Construction Mr. Lee Stone - City of Coppell Mr. Lan3' Davis - City of Coppell