Amberpoint BP-LR020403REPORT OF REINFORCING STEEL OBSERVATION
ENGINEERING, INC.
Date of Service: 04/03/02
Client No.: 3181
Client: Transwestem Commercial Services
5001 Spring Valley Rd., Suite 600 W
Dallas, TX 75244
Report No.: 94021029.0178
Project No.: 94021029
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Services:
Drawings Utilized:
Locations/Items Observed:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Working Drawing 06/S3.1 and l 1/S3. l
Pier Caps B/6 to K/6
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT
Placing Drawings A~proved X Bar Length and Shape X Column Tie Spacing & Type
' Bar Size X Proper Bar Placement X Stirrup Spacing & Type X
Bar Grade X Propedy Tied X
Rebar C~ean X Dowel Barn in Place X Welded Splices
Form Clean X Proper Bar Supports X Mechanical Splices
Number of Bars X Proper Cover X Lapped Splices
Discrepancies/Comments: The following discrepancy was noted at the time of this observation.
1. Tops of piers needed to be cleaned prior to concrete work.
Field Results Report To:
Technician: G. Graham
Renort Distribution:
( 1 ) Transwcstem Commercial Services
( 1 ) O'Brien & Assoc., Inc.
( l ) TechniSiTuctums, Inc.
(1) City of Coppell Constr. lnsp
309sks
(l) City of Coppell - Bldg. Insp. m~ Eng., Inc.
(1) Hill & Wilkinson, Ltd.
(1) Halff Associates
(1) State Farm insurance Eugene Harbour
Principal
This repor~ is exclusively for the use of the client indicated above and shall not be reproduced without wrdlen approval of HBC Engineering, Inc.