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Park West CC(7)-LR 981013REPORT OF DRILLED BELLED PIERS 8901 ~ter Frwy., Sui~ #100 Dallas, Texas 75247 Project: Project No.: Lakeview Center Coppell, Texas 43-2170-98 Report No.: 9827880 Date of Service: 10/13/98 Technician: M. Shields Page: 1 of 2 Pier Identification Gl2 HI2 Gl3 HI3 1/3 1.8/3 J.4/3 1/2 J/2 K/2 K/3 Pier Diameter (in.) 30 30 30 30 24 24 24 24 24 24 24 Bell Diameter (in.) 66 66 66 66 66 66 66 66 66 66 66 Top of Pier Elevation (ft) 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 Req. Depth From Exist. Grade (ft) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Initial Depth of Pier From Existing Grade (ft) _ 18.2 18.8 18.0 18.3 __ 18.~5 ~. 18.~4__ 18.2 18.0 18.2 18.3 18.3 Final Depth of Pier From Existing [ Grade (ft) 18.4 19.0 18.5 18.5 18.8 18.5 18.3 18.3 18.5 18.4 18.4 Depth From Top of Concrete (ft) 18.0 18.5 18.0 18.0 18.3 18.0 17.8 17._8_ 18.0 18.0 18.0 Condition of Bottom (wet or dry) Dry Dry Dry Dry __ Dry Dry _. Dry Dry.. Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes~ Yes Yes Yes Yes Yes ~ Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 9 9 9 9 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 17.5 18.0 17.5 17.5 17.7 17.5 17.3 17.3 17.5 17.5 17.5 Time Drilling Was Completed 7:50 am 8:05 am 8:25 am 8:40 am 8:55 am 9:20 am 11:05 am 9:30 am 9:40 am 10:00 am 10:10 am Time Concrete Was Placed 10:05 am 10:10 am 10:20 am 12:00 pm 12:10 pm 12:20 pm 11:40 am 11:10 am 11:20 am 11:30 am 1:15 pm REPORT OF DRILLED BELLED PIERS 8901 Caq~nter Fnvy., Suite #100 Dallas, Texas 7~247 Project: Lakeview Center Report No.: 9827880 Coppell, Texas Date of Service: 10/13/98 Project No.: 43-2170-98 Technician: M. Shields Page: 2 of 2 Pier Identification K/4 K/5 J/4 J/5 J/6 J/7 J/8 1/8 1.2/4 1/3.6 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 Bell Diameter !!n.) ....... 6~6 ..... 66 66 66 66 66 66 66 66 66 Top of Pier Elevation (ft) 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 Req. Depth From Exist. Grade (ft) 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 Initial Depth of Pier From Existing Grade (fi) 18.1 18.5 18.3 18.4 18.5 18.4 18.3 18.2 18.5 18.3 Final Depth of Pier From Existing Grade (ft) 18.3 18.6 18.4 18.4 18.6 18.5 18.5 18.2 18.8 18.5 Depth From Top of Concrete (ft) 17.8 18.0 18.0 18.0 18.0 18.0 18.0 17.7 18.3 18.0 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes ' Yes Yes Yes Yes Casing Diameter (in) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (ft) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Number of Vertical Bars (ea.) 6 6 6 6 6 6 6 6 6 6 Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 17.3 17.5 17.5 17.5 17.5 17.5 17.5 17.0 17.8 17.0 Time Drilling Was Completed 10:25 am 10:45 am 11:20 am 11:40 am 11:55 am 12:15 pm_ 12:30 pm 12:45 pm 1:15 pm 1:30 pm Time Concrete Was Placed 1:20 pm 1:30 pm 2:10 pm 2:20 pm 2:25 pm 2:40 pm 2:45 pm 2:50 pm 3:20 pm 3:30 pm