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Northlake 635(3)-LR 980302·" DRILLE BELLED INSPE IO REPORT OF PIER Date of Service: 02/24/1998 Client No.: 52617000 Client: Lincoln Property Company 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Report No.: 9805822 Project No.: 43-2452 Project: Coppell Belt Lin Coppell, Services: Drilled belled pier inspection. On this date, an HBC Engineeing technician arrived at the above refe jobsite as scheduled for drilled belled pier inspection. See attach recorded data. NOTE: Piers drilled on this date were for Building B. Pier depths field to stay above water table. Technician Time: 6:00 am to 5:30 pm Tech~dan: Brian Otis Report Distribution: (t) Lincom Propmy Caapany (1) Butl~ (1) ABC. C, In~ O) c/w of C-~pa~S~, map. (!) City ~ Coppell;Cm~. In~. This report ia e~dusively fo~ the use of the client indicated above and shall not. be reproduoed exeept in full without Rte ~ 8901 Carpenter Frwy., Suite #100 Dallas, T~xas 75247 Report Date 03/02/1998 -97 Business Center H ; Rd. & Lakeshore Dr. Texas fenced ed sheets for adjusted in P ~ul D. Smith, P.E. s~ nior Project Engineer 99SS Page 1 of 1 REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Business Center II Belt Line Rd. & Lakeshore Dr., Coppell, Texas 43-2452-97 4747 Irvin8 Boulevard, Suite 206 Dallas, Texas 75247 Report No.: 9805823 Date of Service: 02/24/98 Technician: B. Otis Page: ] of 4 Pier Identification Pier Diameter (in.) Bell Diameter (in.) Top of Pier Elevation (ft) Req. Depth From Exist. Grade (fi) Initial Depth of Pier From Existing Grade (ft) Final Depth of Pier From Existing Grade (fi) Depth From Top of Concrete (ft) Condition of Bottom (wet or dry) Plumb Within Tolerance (yes or no) Casing Diameter (in) Cased Depth (ft) Reinforcing Bar Size (#) Length of Vertical Bars (ft.) Time Drilling Was Completed 2-E 3-E 5-E 6-E 24 24 24 24 24 54 54 54 99.0 99.0 99.0 54 99.0 54 99.0 15.0 15.0 15.0 15.0 15.0 15.25 15.0 15.0 15.75 15.0 7-E 8-E 24 24 54 54 95.5 99.0 15.0 15.0 15.5 15,0 9-E 10-E i 2-D i 3-D 24 24 24 24 54 I 54 54 54 99.0 99.0 99.0 99.0 15.0 15.0 15.0 15.0 15.0 15.08 15.92 15.0 15.42 15.0 15.17 16.0 15.08 15.58 15.0 15.17 15.17 16.0 15.25 15.09 14.67 14.84 15.67 14.75 15.25 14.67 14.84 14.84 15.67 14.92 D~ D~ D~ D~ D~ D~ D~ D~ Dry D~ D~ Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 6 6 6 6 6 6 6 6 6 6 6 14.59 14.17 14.34 15.17 14.25 14.75 9:05 am 8:55 am 8:36 am 8:25 am 8:15 am 1:09 pm 14.17 I 14.34 14.34 15.17 14.42 8:03 amI 7:51 am 7:37 am 1:25 pm 1:21 pm 11:52am 11:59am 12:05pm 1:03pm 1:11 pm Time Concrete Was Placed 10:30 am 10:38 am 10:45 am 10:52 am 11:00 am 11:45 am REPORT OF DRILLED BELLED PIERS 4747 Irving Boulev~-d, Suite 206 Dallas, Texas 75247 Project: Coppell Business Center II Report No.: 9805823 Belt Line Rd. & Lakeshore Dr., Coppell, Texas Date of Service: 02/24/98 Project No.: 43-2452-97 Technician: B. Otis Page: 2 of 4 Pier Identification 4-D 5-D 6-D 7-D 8-D 9-D 10-D 2-C 3-C i 4-C I 5-C / Pier Diameter (in.) 2~4__ 24 ........... 2__~4___ 24 ....2~4 ..... 24 _ _ 24 24 24 24 Bell Diameter (in.) 54 54 54 54 54 54 54 54 54 54 54 Top of Pier Elevation (ft) 99.0 99.0 99.0 95.5 99.0 99.0 99.0 99.0 99.0 99.0 99.0 Req. Depth From Exist. Grade (ft) 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 Initial Depth of Pier From Existing Grade (ft) 15.08 14.92 15.25 15.0 15.0 15.25 15.17 15.0 15.08 15.0 14.67 Final Depth of Pier From Existing Grade (ft) 15.25 15.17 15.42 15.08 15.17 15.5 15.17 15.0 15.25 15.17 15.08 Depth From Top of Concrete (ft) 14.92 14.84 15.09 14.75 14.84 15.17 14.84 14.67 14.92 14.84 14.75 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 NIA N/A N/A N/A N/A N/A N/A N/A N/A Cased Depth (fi) N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A Ni~i-ab~, of Vu, iluui~.r~-- (ua.) 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.) 14.42 14.34 14.59 14.25 14.34 14.67 14.34 14.17 14.42 14.34 14.25 Time Drilling Was Completed 10:24 am 10:11am 10:00 am 12:51 pm 9:44 am 9:36 am 9:24 am 10:48 am 10:59 am 11:10 am 10:30 am Time Concrete Was Placed 1:16 pm 1:21 pm 1:28 pm 1:35 pm 1:43 pm 1:48 pm 1:58 pm 2:40 pm 2:48 pm 2:55 pm 3:15 pm REPORT OF DRILLED BELLED PIERS Project: Coppell Business Center II Report No.: 9805823 Belt Line Rd. & Lakeshore Dr., Coppell, Texas Date of Service: 02/24/98 Project No.: 43-2452-97 Technician: B. Otis Page: 3 of 4 4747 Irving Boulevard, Suite 206 Dallas, Texas 75247 Pier Identification 6-C 7-C 8-C 9-C 10-C 2-B 3-B 4-B 5-B 6-B 7-B Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24 Bell Diameter (in.) Top of Pier Elevation (ft) Req. Depth From Exist. Grade (ft) Initial Depth of Pier From Existing Grade (ft) Final Depth of Pier From Existing Grade (ft) Depth From Top of Concrete (ft) Condition of Bottom (wet or dry) Plumb Within Tolerance (yes or no) Casing Diameter (in) Cased Depth (ft) Reinforcing Bar Size (#) 99.0 15.0 15.0 15.17 14.84 Dry Yes N/A N/A 95.5 15.0 15.08 15.33 15.0 Dry Yes N/A N/A G 6 99.0 15.0 15.67 16.0 15.67 Dry Yes N/A N/A 99.0 15.0 15.58 15.75 15.42 Dry Yes N/A N/A 54 99.0 15.0 16.0 16.33 16.0 Dry Yes N/A N/A 54 99.0 15.0 15.42 15.42 15.09 Dry Yes N/A N/A 54 99.0 15.0 15.83 16.08 15.75 Dry Yes N/A N/A 8 6 99.0 15.0 16.0 16.42 16.09 Dry Yes N/A N/A 99.0 15.0 16.0 16.25 15.92 Dry Yes N/A N/A 54 99.0 15.0 15.08 15.5 15.17 Dry Yes N/A N/A 54 99.0 15.0 15.0 15.08 14.75 Dry Yes N/A N/A 6 6 Length of Vertical Bare (ft.) 14.34 14.5 15.17 14.92 15.5 14.59 15.25 15.59 15.42 14.67 14.25 Time Drilling Was Completed 10:22 am 12:41 pm 1:30 pm 10:21 am 10:15 am 8:22 am 8:43 am 8:55 am 9:15 am 9:25 am 12:30 pm Time Conc,rete Was Placed 3:27 pm 3:35 pm 3:42 pm 3:50 pm 4:20 pm 4:28 pm 4:37 pm 4:43 pm 4:50 pm 4:59 pm 5:05 pm