>> Leave comment << Response to RFI No. 60 As of 7-Feb-2011 5:48 PM CT Vitruvian Infrastructure Phase 1D Bridges 4010 Marsh Lane Addison, Texas 75001 Project Number: 1308D Status: Outstanding Subject Ponte Bridge Deck Grades Reason Code None Question The grades on Ponte Ave bridge deck are 3/4" to 1.5" deep on the bridge ends. Will it be acceptable to lower the SEJs 3/4" in order to accommodate this? Proposed Solution Attached Files (none) Section: 3 - Concrete Int. Tracking #: Days Elapsed: 0 From: Andrew Harper Originated: 7-Feb-2011 5:27 PM CT To: Eric Christiansen (First Recipient) Requested By: 10-Feb-2011 5:21 PM CT Copy to: Eric Little Nick Jacob Todd Henson Derek Dodson History (Chronological Order) Type Routed Billable n/a Memo We learned today that the SEJs are a bit too high to yield a bridge deck thickness of 8" as required by the drawings. This means the bridge deck would be heavier than desired. In order to correct for this, the contractor is recommending that the SEJs be lowered about 3/4". While we believe this change is acceptable for the bridge, roadway geometry will also be affected, requiring your input. Do you see a problem changing the grades of the approaches to allow the 3/4" drop in the Begin Bridge and End Bridge elevations? Attached Files (none) From: Eric Christiansen Sent: 7-Feb-2011 5:48 PM CT To: Bruce Dunne Requested By: 10-Feb-2011 5:21 PM CT Copy to: Jonathan McCulley Joel Massey Eric Little Major Jones Nick Jacob Todd Henson Andrew Harper Derek Dodson Clay Barnett Final Response (Closing) This item is still open. No final response to display. .................................................................................. Copyright (c) 1999-2011, Systemates, Inc. View the User Agreement for legal restrictions and terms of use applicable to this site. Use of this site signifies your agreement to the terms of use specified in the User Agreement. Projectmates - The Capital Project Management Software