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Park West CC(7)-LR 981014REPORT OF DRILLED BELLED PIERS 8~01 Carpenter Fmo,., Suite #100 Dallas, Texas 75247 Project: Lakeview Center Report No.: 9828023 Coppell, Texas Date of Service: 10/14/98 Project No.: 43-2170-98 Technician: M. Shields Page: 1 of 2 Pier Identification H.2/7 H.2/7.6 H.2/8.5 H.2/9.5 H.2/10 H.8/10 1.6/10 J.5/10 K.2/10 K.6/10 L/10 Pier Diameter (in._)_ _ __ 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 72 ! 72 72 72 ~ 72 72 : 72 72 72 72 : 72 Top of Pier Elevation (ft) 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 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) 18.0 19.1 18.8 18.0 18.0 18.5 18.3 18.2 18.3 18.0 18.0 Final Depth of Pier From Existing i i ~ [ Grade (ft) ___ 18.2 _ 19.6 19.0 18.1 18.4 18.7 _~i 18.4 ~ 18.4 _ ' 18.5 18.5 18.2 Depth From Top of Concrete (ft) 16.5 18.0 17.3 17.4 16.7 17.0 / 16.7 16.7 16.8 16.8 16.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes _L Yes Yes Yes Yes Yes Yes Yes Yes .... I 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 (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 16.0 19.0 16.8 17.0 16.2 16.5 16.2 16.2 16.3 16.3 16.0 Time Drilling Was Completed 8:00 am 8:20 am 8:35 am 8:55 am 9:10 am 9:30 am 9:45 am 10:05 am 10:50 am 11:20 am 11:30 am Time Concrete Was Placed 10:30 am 10:40 am 10:50 am 11:45 am 11:50 am 12:05 pm 12:15 pm 1:15 pm 1:25 pm 1:35 pm 1:45 pm REPORT OF DRILLED BELLED PIERS 8901 C. nrpenter Ftwy., Suite #100 Dallas, Texas 75247 Project: Lakeview Center Report no.: 9828023 Coppell, Texas Date of Service: 10/14/98 Project NO.: 43-2170-98 Technician: M. Shields Page: 2 of 2 Pier Identification L/9.6 L/9.1 L/8.1 L/7.2 U6.4 L/5.4 L/5.2 , U4.2 L/3.5 L/2.6 L/1.7 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 72 72 72 72 72 72 72 72 72 72 72 Top of Pier Elevation (ft) 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 97.11 Req. Depth From Exist. Grade (fi) 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) 18.0 18.1 18.0 18.1 18.3 18.0 18.0 18.0 18.0 18.0 18.1 Final Depth of Pier From Existing Grade (ft) 18.1 18.2 18.3 18.4 18.4 18.0 18.1 18.1 18.3 18.1 18.2 Depth From Top of Concrete (ft) 16.4 16.5 16.6 16.7 16.7 16.3 16.4 16.4 16.6 16.4 16.5 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/^ 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 (#) 6 6 6 6 6 6 6 6 6 6 6 Length of Vertical Bars (ft.) 16.0 16.0 16.0 16.0 16.2 15.7 16.0 16.0 16.0 16.0 16.0 Time Drilling Was Completed 11:55 am 12:30 pm 12:45 pm 1:05 pm 1:20 pm 1:45 pm 2:00 pm 2:25 pm 2:45 pm 3:00 pm 3:15 pm Time Concrete Was Placed 2:30 pm 2:35 pm 2:45 pm 3:00 pm 3:10 pm 3:20 pm 3:30 pm 4:15 pm 4:25 pm 4:35 pm 5:15 pm