Coppell CC 1B1-LR010720 ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Dallas, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 7/20/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-192 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
TECHNICIAN: Duane Vandergriff
WEATHER: Sunny
DATE: 7/17/01
AREAS OBSERVED:
Building #3 leave out on slab from 60' E of NWC and S to SW corner, then east to 10' W of the SE corner
OBSERVATION CHECK LIST:
SIZE: #3
COVER: Poly
SPLICE LENGTH: Good
CLEANLINESS: Yes
PROPERLY TIED: Yes
CLEANLINESS OF FORM WORK: Yes
PROPER SUPPORT: Yes
REFERENCE DRAWING: S2.1b
REMARKS:
INote: This report is for the exclusive use of the Client addressed. ~A
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests. ALLIANCE G L GROUP
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Dallas, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 7/20/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-190 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
TECHNICIAN: Duane Vandergriff
WEATHER: Sunny
DATE: 7/16/01
AREAS OBSERVED:
Paving area south of building #1 from 70' E of SEC to 45' W of SWC
Paving area 60' N of NW corner to 60' N of NE corner of building #3
Approach from Freeport on W side of building #3
OBSERVATION CHECK LIST:
SIZE: #3
COVER: na
SPLICE LENGTH: na
CLEANLINESS: Yes
PROPERLY TI ED: Yes
CLEANLINESS OF FORM WORK: Yes
PROPER SUPPORT: Yes
REFERENCE DRAWING: C- 13
REMARKS:
No chairs under rebar, corrected before pour. No other discrepancies noted.
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTE~tRI~ GROUP