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IR 75 off Ramp (CL over CLOSED-CENTRAL AVENUE
Map
Coordinates:
+39.09583, -84.52194
39°05'45" N, 84°31'19" W
+39.09583, -84.52194
39°05'45" N, 84°31'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| 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: | 16.1 ft. [4.9 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: March 2016
| 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 | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| March 2016 | 35.0 | Good | Very Good | Excellent | Very Good | SD | - |
| March 2015 | 22.0 | Good | Very Good | Excellent | Very Good | SD | 58035 |
| August 2014 | 22.0 | Good | Very Good | Excellent | Excellent | SD | 58035 |
| November 2013 | 22.0 | Good | Very Good | Excellent | Excellent | SD | 58035 |
| October 2012 | 22.0 | Good | Very Good | Excellent | Excellent | SD | 58035 |
| October 2011 | 22.0 | Good | Very Good | Excellent | Excellent | SD | 58035 |
| December 2010 | 22.0 | Good | Very Good | Excellent | Excellent | SD | 47050 |
| December 2009 | 22.0 | Good | Excellent | Very Good | Excellent | SD | 47050 |
| December 2008 | 22.0 | Good | Excellent | Excellent | Excellent | - | 47050 |
| September 2007 | 22.0 | Good | Excellent | Very Good | Excellent | - | 47050 |
| November 2006 | 22.0 | Good | Excellent | Excellent | Excellent | - | 47050 |
| December 2005 | 22.0 | Good | Very Good | Very Good | Excellent | - | 44000 |
| October 2004 | 22.0 | Good | Excellent | Excellent | Excellent | - | 44000 |
| September 2003 | 94.0 | Good | Excellent | Excellent | Excellent | - | 1 |
| September 2002 | 94.0 | Good | Excellent | Excellent | Excellent | - | 1 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1405137
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1405137