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Eckerd's-LR 981204 (7)
i G· GEOTECHNICAL ENGINEL,.,NG E GEE Consultants, Inc. EI · CONSTRUCTION MATERIALS TESTING 10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972 PIER INSPECTION REPORT Report Date: December 4. 1998 Inspection Date: December 3, ].998 Client: North American Properties-SW Report No. 4. Project: Eckerds Coppell. Texas Identification: Straight Shaft Piers Project Number: 298-0412 Method of Test: Visual Observation Page: ! of 1 Depth £O I Pier Shaft Bearing Req'd. Actual Total Bearing Casing # Size Strata Pent. Pent. Depth Material Depth Remarks M-6.8 24" 16.4' 6.0' 8.0' 24.4' Gray Shale 17.6' Elean. Plumb M-8 24" 16.2' 6.0' 6.1' 22.3' Gray Shale 17.5' C!ean. Plumb L-9 24" 16.0' 6.0' 6.0' 22.0' Gray Shale l'Z.0' Clean. Plumb M-6.1 24" 17.6' 6.0' 6.0' 23.6' Gray Shale 17 7' Clean. Plumb M-10 24" 14.4' 6.0' 6.0' 20.4' Gray Shale 17.0' Cl~.an. Plumb B-6 36" 18.6' 6.0' 6.0' 24.6' Gray Shale 18.6' FCl~an. Plumb I B-7 36" 16.7' 6.0' 6.1' 22.8' Gray Shale 17.0' I Clean. Plumo L-7 36" 17.4' 6.0' 6.4' 23.8' Gray Shale 17.6' Clean. Plumb K-10 24" ~7.6' 6.0' 6.2' 23.8' Gray Shale 17.3' Clean. Plumb H-9 24" 19.2' 6.0' 6. l' 25.3-' Gray Shale 17. i' Clean. Plumb F-9 24" 15.3' 6.0' 8.3' 23.6' Gray Shale lo.9' Clean. Plumb E-10 24" 15.4' 6.0' 7.1' 22.5' Gray Shale 18.2' - Clean. Plumb B-10 24" 18.7' 6.0' 6.1' 24.8' Gray Shale 17.0' Clean. Plumb A-3.2 24" 17.0' 6.0' 6.4' 23.4' Gray Shale 17.8' Clean Plumb A-5 24" 16.5' 6.0' 7.3' 23.8' Gray Shale 18.0' Clean Plumb 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. LarD' Davis - City of Coppell '