IR 75 off Ramp (CL over CLOSED-CENTRAL AVENUE
Map
Coordinates:
+39.09846, -84.5190839°05'54" N, 84°31'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IR 75 off Ramp (CL over CLOSED-CENTRAL AVENUE |
Structure number: | 3108821 |
Location: | W.OF CENTRAL, BETW.3 & 4 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 118.1 ft. [36.0 m] |
Total length: | 161.4 ft. [49.2 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 32.8 ft. [10.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Bridge closed to all traffic [K] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 35.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Very Good | Excellent | Very Good | - | 35.0 |
June 2017 | Good | Very Good | Excellent | Very Good | - | 35.0 |
March 2016 | Good | Very Good | Excellent | Very Good | - | 35.0 |
March 2015 | Good | Very Good | Excellent | Very Good | 58035 | 22.0 |
August 2014 | Good | Very Good | Excellent | Excellent | 58035 | 22.0 |
November 2013 | Good | Very Good | Excellent | Excellent | 58035 | 22.0 |
October 2012 | Good | Very Good | Excellent | Excellent | 58035 | 22.0 |
October 2011 | Good | Very Good | Excellent | Excellent | 58035 | 22.0 |
December 2010 | Good | Very Good | Excellent | Excellent | 47050 | 22.0 |
December 2009 | Good | Excellent | Very Good | Excellent | 47050 | 22.0 |
December 2008 | Good | Excellent | Excellent | Excellent | 47050 | 22.0 |
September 2007 | Good | Excellent | Very Good | Excellent | 47050 | 22.0 |
November 2006 | Good | Excellent | Excellent | Excellent | 47050 | 22.0 |
December 2005 | Good | Very Good | Very Good | Excellent | 44000 | 22.0 |
October 2004 | Good | Excellent | Excellent | Excellent | 44000 | 22.0 |
September 2003 | Good | Excellent | Excellent | Excellent | 1 | 94.0 |
September 2002 | Good | Excellent | Excellent | Excellent | 1 | 94.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 644 | 629 | 15 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,297 | 5,195 | 102 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,760 | 4,760 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 33 | 24 | 9 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 33 | 23 | 10 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 33 | 33 | 0 | 0 | 0 |
Bearings |
Pot Bearing | each | 12 | 10 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 323 | 261 | 62 | 0 | 0 |