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Northlake 635(7)-LR 980512 COPY ENGIN -EERING, INC. Dallas. I-ex~ '75247 Project: Call Center Report No.: 9812177 Coppell, Texas Date of Service:05/12/1998 Project No.' 43-2479-97 Technician: J.J. Smith Page: 1 ofl Pier Identification -J.1/5.1 J-.1/5.2 J/5.2 J-.5/5.7 J-.1/5.9 J-.5/6.2 J-.5/6.9 A0.5/5.1 A-.1/5.2 A0.1/5.9 Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) 48 48 48 48 48 48 48 48 48 48 Top of Pier Elevation (ft.) N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Req. Depth from Exist. Grade (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Initial Depth of Pier From Existing Grade (ft) 12.8 12.6 12.5 12.6 12.8 12.7 12.4 13.6 13.3 14.5 Final Grade of Pier From Existing Grade (ft) 12.8 12.7 12.6 12.7 12.9 12.8 12.5 13.8 13.5 14.6 Depth From Top of Concrete (ft.) 11.8 11.6 11.5 11.6 11.8 11.7 11.4 12.6 13.3 13.5 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 __C_as~e.d Dap_t_h_ (ff_)_ ............................ 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.) 11.3 11.0 11.0 11.1 11.3 11.2 10.9 12.1 11.8 13.0 Time Drilling Was Completed 09:30 AM 09:40 AM 09:52 AM 10:00 AM 10:10 AM 10:35 AM 10:21 AM 01:20 PM 01:30 PM 01:40 PM Time Concrete Was Placed 12:10 PM 12:20 PM 12:30 PM 12:40 PM 01:00 PM 01:05 PM 02:30 PM 02:45 PM 02:55 PM 03:10 PM