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Northlake 635(3)-LR 980218 (5) REpORT OF DRILLE IER INSPECTION Date of Service: 02/12/1998 Report No.: Client No.: 52617000 Project No.: Client: Lincoln Property Company Project: 3300 Lincoln Plaza/Larry Moon 500 North Akard Street Dallas TX 75201-3394 Drilled pier inspection Services: On this date, an HBC Engineering jobsite as scheduled for drilled recorded data. Technician time: 6:30 am to 6:30 pm Technician: Brian Otis Report Distribution: (1) Lincoln Property Company (l) Butler Construction (1) O'Brien & Associates (I) AECC, loc. (1) City of Coppell/Bldg. lnsp. (1) City of Coppell/Consir. lnsp. 99MP 980489~ 43-2452 Coppell Belt Liz Coppell, technician arrived at the above ref( pier inspection. See attached sheet Pal Sen This report is exclusively for the use of~be client indicated above and shall not be reproduced except in full without the writ~ Page 1 of 1 97 4747 Irving Blvd., Suite #206 Dallas, Texas 75247 Report Date 02/18/1998 tl D. Smith, P.E. ior Project Engineer approval of HBC Engineering, Inc. ering, Inc. :renced for ]usiness Center II : Rd. & Lakeshore Dr. Texas REPORT OF DRILLED BELLED PIERS 4747 Irving Boulevard, Suite 206 Dallas, Texas 75247 Project: Project No.: Coppell Business Center II Belt Line Rd & Lakeshore Dr, Coppell, Texas 43-2452-97 Report No.: 9804890 Date of Service: 02/12/98 Technician: B. Otis Page: I of 5 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 (ft) Depth From Top of Concrete (ft) Condition of Bottom (wet or dry) Plumb Within Tolerance (yes or no) Casing Diameter (in) Cased Depth (fi) i~umber of Verficai ~ara (ea.) Reinforcing Bar Size (#) Length of Vertical Bars (ft.) 1-0 24 60.0 1-N.75 1-N.25 24 24 54 54 1-N 24 60' 1-M.75 24 54 1-M.25 24 54 1-M 24 60 1-L.75 24 54 1-L.25 24 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97,5 97.5 97.5 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.5 15.33 15.67 16.0 16.0 15.83 15.88 16.42 16.0 15.08 15.58 15.33 15.75 16.17 16.08 15.75 15.5 16.42 16.17 13.91 14.41 14.16 14.58 15.0 14.91 14.58 14.33 15.25 15.0 Dry Dry Dry 1-L 1-K.75 24 24 60 54 97.5 15.0 Dry Dry Dry Dry Yes Dry Dry Dry Yes Yes Yes Yes Yes Yes Yes Yes Yes N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 15 14.75 N/A 15.92 N/A N/A 6 15.67 N/A 6 15.25 N/A N/A 6 15.67 15.08 N/A 6 15.58 14.58 N/A 15.25 Time Drilling Was Completed )7:20 AM 07:32 AM 07:42 AM 07:57 AM 08:07 AM 08:15 AM 08:27 AM 08:35 AM 08:51 AM 08:59 AM Time Concrete Was Placed 01:15PM 01:23 PM 01:28 PM 01:35 PM 01:45 PM 01:54 PM 02:05 PM 02:14PM 02:20 PM 02:29 PM 17.0 17.17 16.0 Dry Yes ~ II 6 16.67 09:10 AM 02:38 PM REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Business Center II Belt Line Rd & Lakeshore Dr, Coppell, Texas 43-2452-97 Report No.: Date of Service: Technician: Page: 4747 Irving Boulevard, Suite 206 Dallas, Texas 75247 9804890 02/12/98 B. Otis 2 of 5 Pier Identification Pier Diameter (in.) 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 (fi) 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 1-K.25 1-K 1-J.75 1-J.25 1-J 24 24 24 24 24 54.0 60 54 54 60 97.5 97.5 97.5 97.5 97.5 15.0 15.0 15.0 15.0 15.0 15.17 15.67 16.0 16.0 15.0 1-1.75 1-1.25 1-1 1-H.75 24 24 24 24 54 54 60 54 97.5 97.5 97.5 97.5 1-H.25 i 1-H 54 60 97.5 t 97.5 15.0 15.0 15.0 15.0 15.0 15.0 17.42 17.0 16.42 16.58 16.83 18.83 15.33 15.75 16.0 16.17 15.08 17.33 17.0 16.33 16.75 16.83 18.83 14.16 14.53 14.83 15.0 13.91 16.16 15.83 15.16 15.58 15.66 17.66 Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Dry Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Time Concrete Was Placed 6 6 6 6 6 6 6 6 6 14.83 15.25 15.5 15.67 14.58 16.83 16.5 15.83 16.25 09:20 AM 09:35 AM 09:44 AM 09:54 AM 10:03 AM 6 6 10:15 AM I 16.33 10:23AM 10:40AM 10:48AM 11:00AM 04:25 PM 18.33 11:10AM 04:35 PM -II 02:45 PM 02:55 PM 03:05 PM 03:13 PM 03:25 PM 03:35 PM 03:48 PM 04:03 PM 04:15 PM REPORT OF DRILLED BELLED PIERS Project: Project No.: Coppell Business Center II Belt Line Rd & Lakeshore Dr, Coppell, Texas 43-2452-97 4747 Irving Boulevard, Suite 206 Dallas, Texas 75247 Report No.: 9804890 Date of Service: 02/12/98 Technician: B. Otis Paga: 3 of 5 Pier Identification Pier Diameter (in.) 1-G.75 1-G.25 1-G 1-F.75 1-F.25 1-F 1-0.25 1,0.75 1-P 1-P.5 24 24 24 24 24 24 24 24 24 24 1-E.75 24 Bell Diameter (in.) 54.0 54 ~' 60 54 54 60 54 54 60 60 54 Top of Pier Elevation (ft) 97.5 97.5 97.5 97.5 97.5 97.5 97,5 97.5 97.5 97.5 97.5 15.0 16.33 Req. Depth From Exist. Grade (ft) Initial Depth of Pier From Existing Grade (fi) 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) 15.0 15.0 16.0 15.58 15.0 15.0 15.0 15,0 16.17 16.33 15.0 17.67 15.0 16.67 15.0 15.0 17.0 15.42 15.0 16.17 15.42 15.75 16.25 17.67 16.75 17.0 16.58 16.25 15,08 16.33 16.25 14.25 14.58 15.08 16.5 15.58 15.83 15.41 15.08 13.91 15.16 15.08 Dry Dry Dry Dry Dry D.~ Yes Dry Dry Dry Dry Dry Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 0 6 6 6 6 6 6 6 6 6 14.92 16.5 15.25 12:30 PM Reinforcing Bar Size (#) Length of Vertical Bars (fL) Time Drilling Was Completed 15.75 12:40 PM 14.58 17.17 12:53 PM 05:00 PM 16.25 01:15 PM 04:51 PM 01:28 PM 05:32 PM 05:23 PM 16.08 02:00 PM 11:20 AM 15.75 02:15 PM Time Concrete Was Placed 03:23 PM 05:59 PM 05:40 PM 15.83 02:30 PM 05:47 PM 06:10 PM 04:43 PM 05:10 PM 15.75 08:05 AM 06:18 PM I1. REPORT OF DRILLED BELLED PIERS 4747 rv ns Boulevard, Suite 206 Dallas, Texas 75247 Project: Project No.: Coppell Business Center II Belt Line Rd & Lakeshore Dr, Coppell, Texas 43-2452-97 Report No.: 9804890 Date of Service: 02/12/98 Technician: B. Otis Page: 4of5 Pier Identification Pier Diameter (in.) 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) 1-E.25 24 1-0 24 54.0 97.5 97.5 97.5 15.0 15.0 15.0 16.0 15.0 16.0 16.0 15.0 16.08 14.83 13.83 14.91 1-E 1-D.75 1-D.25 24 24 24 60 54 54 97.5 15.0 15.5 15 13.83 60 97.5 15.0 15.58 1 -C-75 24 54 97.5 15.0 16.42 1-C.25 1-C 1-B.75 ; 1-B.25 24 24 24 24 54 60 54 54 97.5 15.0 15.08 15.5 16.42 15.25 Depth From Top ofConcrete (~) 14.33 15.25 14,08 97.5 97.5 15.0 15.0 16.0 15.75 16.0 15.83 14.83 14.66 1-B 24 60 97.5 97.5 15.0 15.0 15.67 14.08 15.67 14.08 14.50 12.91 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry .Dry Yes Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in) N/A NIA N/A 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 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 6 15.5 14.5 15.58 14.5 15 15.92 14.75 15.5 15.33 Length of Vertical Bars (ft.) 15.17 Yes 13.58 Time Drilling Was Completed 08:12AM 08:22 AM 08:30 AM 08:39 AM 08:46 AM 08:56 AM 09:10AM 11:25AM 11:37AM 11:45AM 12:30PM Time Concrete Was Placed 06:27 PM 06:36 PM 06:45 PM 06:58 PM 07:10 PM 07:19 PM 07:26 PM 07:31 PM 07:38 PM 07:46 PM 08:10 PM REPORT OF DRILLED BELLED PIERS 4747 Irving Boulevard, Suite 206 Dallas, Texas 75247 Project: Project No.: Coppell Business Center II Belt Line Rd & Lakeshore Dr, Coppell, Texas 43-2452-97 Report No.: 9804890 Date of Service: 02/12/98 Technician: B. Otis Page: 5 of 5 Pier Identification Pier Diameter (in.) Bell Diameter (in.) 1-A.5 24 60.0 Top of Pier Elevation (ft) . 97.5 Req. Depth From Exist. Grade (ft) 15.0 Initial Depth of Pier From Existing Grade (ft) 15.5 Final Depth of Pier From Existing Grade (ft) 15.67 Depth From Top of Concrete (ft) 14.5 Dry Condition of Bottom (we.t or dry) Plumb Within Tolerance (yes or no) Yes Casing Diameter (in) N/A Cased Depth (ft) N/A 6 6 Number of Vc,-'.--'c,a~ 5=~ (ea.) Reinforcing Bar Size (#) Length of Vertical Bare (ft.) 15.17 Time Drilling Was Completed 12:42 PM Time Concrete Was Placed 08:15 PM