Northlake 635(7)-LR 980529 Project: Calling Center Report No.: 9813836
Coppell, Texas Date of Service: 05/29/98
Project No.: 43-1279-97 Technician: B. Otis
Page: I of l
Pier Identification D.4 D.6 D.8 E.6 E.8 J.9/5.3 K/5.3 K/5.6 I
Pier Diameter (in.) 24 24 24 24 24 24 24 24 ~
Bell Diameter (in.) 54.0 54.0 54.0 54.0 54.0 48.0 48.0 48.0
Top of Pier Elevation (ft) 97.0 97.0 97.0 97.0 97.0 94.0 94.0 94.0
Req. Depth From Exist. Grade (ft) 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0
Initial Depth of Pier From Existing
Grade (ft) 15.2 15.5 15.2 15.2 15.2 14.4 13.5 13.5
Final Depth of Pier From Existing
Grade (ft) 15.3 15.6 15.2 15.3 15.4 14.5 13.9 13.5
Depth From Top of Concrete (ft) 14.3 14.6 14.2 14.3 14.4 13.0 12.4 12.0
Condition of Bottom (wet or dry) DRY DRY DRY DRY DRY DRY DRY DRY
Plumb Within Tolerance (yes or no) 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 __ j
_.__Cased De__P_th !ft! .............. 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
Reinforcing Bar Size (#) 6 6 6 6 6 6 6 6
._ Length 0f.Ve~!_ca/__B.._a_~__(ff._! 16.0 16.0 16.0 16.0 16.0 14.0 13.0 13.0
Time Drilling Was Completed 12:00 AM 09:08 AM 09:16 AM 09:28 AM 09:53 AM 02:00 PM 02:20 PM 02:45 PM
Time Concrete Was Placed 11:30AM 11:35AM 11:40AM 11:50AM 03:05 PM 03:20 PM 03:28 PM 03:36 PM
ENGLNEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas. Texas 75247
Date of Service: 05/20,"1998 Report No.: 9813362 Report Date
05/29/1998
Client No.: 71765000 Project No.: 43-2479-97
Client: Prentiss Properties Limited, InC.Attn: David Glass Project: Calling Centercoppell, Texas COPy
3890 W. N.W. Hxx3,, Suite 400
Dallas TX 75220
Services: Structural steel :nspection.
On this date, an HBC Engineering reTresentative arrived an The above referenced
jobsite as scheduled fcr steel framing insoecnion. The following items have been
visua!lv ~ = ~--~
1. Refer to Report ~9809759, daned 04/15/98 iuem ~3 and %4. A representative
sample of joisn and girder tails have been insDected cn this date with the
fo!icwinu results:
a. Girder to panel tails not %-:elded (refer nc 06/S3.1}.
b. 3oi=- tail angle non welded at Grid Lines E-8. Siau has non been
removed frcm welds prior ~ ~;isual inspection (this ccndinion does non
ccmply winh AWS Dl.!-98).
2. Refer tc Report ~9809759, da5ed 04/15/98 ilem %1:
a. Jois5 seau 5o panel ccnnection has been repaired per attached sketch
wi~h exception; non-shrink grout has nc5 been placed.
~ Isem %u on Report ~9809759, dazed 04/i5/9~ has nct been resolved.
Technician: Royce Tomlin ~ Engineering, Inc.
Report Distribution:
(1) Premiss Properties Limited, Inc. (l) Halft'Associa:cs, [nc.
(1) Butler Construction (1) City ot'Coppel! Paul D. Smith, P.E.
(1) Alliance Architects, Inc. (1) HCBeck Contractors Senior Project Engineer
(1) Brockette Davis Drake, [nc. (1) City of Coppcll
This report is exclusively for the use of the client indicated abox e and shall not be reproduced except in full without the xwitten approval of HBC Engineering, Inc.
99MP Page ! of I