751.18 Concrete Multicell Box Girder Bridges

From Engineering_Policy_Guide
Revision as of 12:22, 28 September 2007 by EPG-Admin (talk | contribs)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search

751.21.1 Reinforcement

751.21.1.1 Single Column Design

Top Slab Modifications at Intermediate Bent:

The reinforcement shown below shall be used in place of the design slab steel.


(1) designed slab steel


SECTION AT INT. BENT
(SINGLE COLUMN)

751.21.1.2 Web Reinforcement

Top Slab Modifications at Intermediate Bent:

TYPICAL SECTION THRU WEB & SLABS

751.21.2 Miscellaneous Details

751.21.2.1 Access Doors

ACCESS DOORS (RECTANGLE)


PLAN



SECTION A-A


DETAILS OF ACCESS DOORS
WEIGHT 179#


ACCESS DOORS (OVAL)


PLAN



SECTION A-A


DETAILS OF ACCESS DOORS


See Section 4A for painting or galvanizing note.


ACCESS DOORS LOCATION


  • Generally, access doors shall be positioned on or near 1/4 point of span and centerline of roadway.

It is permissible to shift position of access doors when:

  1. Girder is located at centerline of bridge
  2. To prevent cutting additional slab bars
  3. To clear construction joints
  4. To maintain adequate vertical clearance

If possible, do not locate access doors over a roadway or berm.

PLAN OF ACCESS DOOR
SHOWING REINFORCEMENT