Hi Ken,
This should be added a submittal 9.3 for the bridge structure.
Attached is the approved submittal for the rebar.
Jennifer Cline, P.E. | Public Works Director
Licensed in OR, WA
117 N Molalla Ave. | PO Box 248 * |Molalla, OR 97038
O: 503.759.0218 | F: 503.829.3676
From: Hash, Kenneth F. [mailto:HashK@hdjdg.com]
Sent: Friday, September 18, 2015 10:01 AM
To: Jenn Cline (jcline@cityofmolalla.com) <jcline@cityofmolalla.com>
Subject: FW: W. Heintz Street Bridge Certs
Rebar submittal is okay
From: Nick Jones [mailto:nickj@wtc-inc.com]
Sent: Friday, September 18, 2015 8:12 AM
To: Hash, Kenneth F. <HashK@hdjdg.com>
Cc: Buehler, John A. <BuehlerJ@hdjdg.com>
Subject: FW: W. Heintz Street Bridge Certs
Ken,
Please see the attached mill certs for the rebar in the structure.
Randy’s email below states…
“if we just provide a memo covering how we are eliminating the beam connection shown and adding continuous rebar through the joint area this will be sufficient.”
Is that true, will that be sufficient or is he confused?
Thank you,
Nick Jones
Project Manager
Westech Construction, Inc.
Office: 503-777-7000
Cell: 503-969-1447
Fax: 503-774-3191
From: Randy Lee [mailto:randy@leecompany.net]
Sent: Thursday, September 17, 2015 1:25 PM
To: Nick Jones
Subject: Fwd: W. Heintz Street Bridge Certs
Randy Lee
360-852-2317
Begin forwarded message:
From: Mitch Plumlee <tagging@precisionrebar.com>
Date: September 17, 2015 at 1:01:31 PM PDT
To: Randy Lee <randy@leecompany.net>
Subject: W. Heintz Street Bridge Certs
Good Afternoon! Randy,
Attached are the Mill Certs you requested. I mailed the originals.
Mitchell
Jacob, Ken just called me back. He said if we just provide a memo covering how we are eliminating the beam connection shown and adding continuous rebar through the joint area this will be sufficient. Let me know if you have any questions and let me know what you figure thanks.
Nick is CC’d on this to keep him in the loop…
Randy Lee
1-360-852-2317
