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Park West CC(7)-LR 981012REPORT OF DRILLED BELLED PIERS 8901 ~ter Frwy., Suite #100 Dallns, Texas 75247 Project: Lakeview Center Report No.: 9827274 Coppell, Texas Date of Service: 10/12/98 Project No.: 43-2170-98 Technician: M. Shields Page: 1 of 2 Pier Identification C/9 C/8 C/7 C/6 C/5 C/4 BI9 B/8 BI7 B/6 B/5 Pier Diameter (in.) .... 24 _ 24 ..... 2~4 . 24 24 24 24 24 24 24 24 Bell Diam_et_er (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) 18.0 18.0 18.0 18.1 18.1 18.4 18.5 18.4 18.6 18.0 18.0 Final Depth of Pier From Existing I Grade (ft) .......... 1_8.2 18.1 ..... 18.2 18.2 ..... _1_8._1_ .... ', 1~_9:_1 _ 18.7 18.5 ! 18.6 ' 18.0 i 18.0 Depth From Top of Concrete (ft) 1_7.7 17.5 17.7 17.7 17.5 18.5 18.2 18.0 18.0 17.5 17.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry , .D~ Dry Dry Dry Plumb Within Tolerance (yes or no) __.Yes ._ , Yes Yes Yes_ Yes ; _Y~ . Yes Yes Yes Yes i 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.) 17.1 17.0 17.0 17.0 17.0 18.0 17.6 17.5 17.5 17.0 17.0 Time Drilling Was Completed 7:30 am 8:00 am 8:25 am 8:40 am 8:50 am 9:05 am 9:25 am 9:45 am 10:00 am 10:15 am 10:50 am Time Concrete Was Placed 1:00 pm 1:10 pm 1:15 pm 1:20 pm 1:30 pm 1:40 pm 2:25 pm 2:30 pm 2:40 pm 2:50 pm 2:55 pm REPORT OF DRILLED BELLED PIERS 8901 Cat,enter Frwy., Suite #100 Dallas, Texas 75247 Project: Lakeview Center Report No,: 9827274 Coppell, Texas Date of Service: 10/12/98 Project No.: 43-2170-98 Technician: M. Shields Page: 2 of 2 ' Pier Identification B/4 B/3 B/2 C/2 D/2 C/3 D/3 E/3 F/3 E/2 F/2 Pier Diameter (in,) ....... 24 . 24 24 24 24 24 24 __ 30 30 30 l 30 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 i 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 18,2 18.1 18.2 18,0 18,1 18.3 19,1 18,1 18,1 18,1 Final Depth of Pier From EXisting i i i Grade (ft) ._ 18.0 18._3 18.2 _18.~33__ i_ 1_8.1 18.2 18.5 19.5 18.2 18.4 ~ 18.3 Depth From Top of Concrete (ft) 17,5 17,8 17,7 17,7 17,5 17.7 18.0 19,0 17,7 18,0 17,8 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry I Dry Dry Dry_ Dry Plumb Within Tolerance (yes or no) Ye_s___, Ye~s __. Yes _Y_es_s Yes Yes I YesrYes 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 (#) 6 6 ..... 6 6 6 6 6 9 9 9 9 Length of Vertical Bars (ft,) 17,0 _._ 17,3 17,0 1 _7,2 17,0 17.2 17,5 18,5 17,0 17,5 17,0 Time Drilling Was Completed 11:05 am 11:20 am 11:35 am 11:50 am , 12:05 pm 12:25 pm 12:40_pm 1:30 pm 1:40 pm 1:55 pm 2:10 pm Time Concrete Was Placed 3:00 pm 3:10 pm 3:15 pm 3:20 pm 3:30 pm 3:35 pm 3:40 pm 3:50 pm ' 4:10 pm 4:15 pm 4:25 pm