WB IR 275 over KELLOGG AVENUE*W;US52*E
Map
Coordinates:
+39.06036, -84.4208939°03'37" N, 84°25'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WB IR 275 over KELLOGG AVENUE*W;US52*E |
Structure number: | 3117200 |
Location: | OVER US 52 KELLOGG AVE |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 102.0 ft. [31.1 m] |
Total length: | 187.0 ft. [57.0 m] |
Roadway width between curbs: | 54.1 ft. [16.5 m] |
Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,545 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Fair | Satisfactory | 18545 | 78.0 |
March 2017 | Fair | Good | Fair | Satisfactory | 18545 | 78.0 |
March 2016 | Fair | Good | Fair | Satisfactory | 18545 | 78.0 |
April 2015 | Fair | Good | Fair | Satisfactory | 38415 | 78.0 |
October 2014 | Fair | Good | Fair | Satisfactory | 38415 | 78.0 |
November 2013 | Fair | Good | Fair | Good | 38415 | 78.0 |
December 2012 | Fair | Good | Fair | Good | 38415 | 78.0 |
September 2011 | Fair | Good | Fair | Good | 38415 | 78.0 |
December 2010 | Fair | Good | Fair | Satisfactory | 39535 | 78.0 |
October 2009 | Fair | Good | Fair | Good | 39535 | 78.0 |
October 2008 | Fair | Good | Fair | Satisfactory | 39535 | 78.0 |
November 2007 | Fair | Good | Fair | Satisfactory | 39535 | 78.0 |
December 2006 | Poor | Good | Poor | Good | 39535 | 62.0 |
November 2005 | Fair | Good | Fair | Very Good | 30980 | 78.0 |
January 2005 | Fair | Good | Satisfactory | Very Good | 28475 | 89.0 |
October 2003 | Fair | Good | Satisfactory | Very Good | 28475 | 93.0 |
September 2002 | Fair | Good | Satisfactory | Very Good | 28475 | 91.0 |
November 2000 | Fair | Good | Fair | Good | 28475 | 80.0 |
December 1999 | Good | Good | Good | Good | 28475 | 91.0 |
April 1998 | Good | Good | Good | Very Good | 28475 | 91.0 |
March 1996 | Fair | Satisfactory | Good | Good | 28475 | 91.0 |
November 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 24205 | 89.0 |
December 1992 | Fair | Fair | Fair | Satisfactory | 24205 | 77.0 |
October 1991 | Fair | Satisfactory | Satisfactory | Good | 24205 | 89.0 |
January 1991 | Fair | Satisfactory | Satisfactory | Good | 24205 | 89.0 |
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. | 1,122 | 0 | 1,087 | 35 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,534 | 9,220 | 1,294 | 10 | 10 |
Wearing Surfaces | sq. ft. | 10,098 | 5,995 | 4,096 | 7 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 12 | 2 | 10 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 129 | 108 | 18 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 129 | 0 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 224 | 0 | 224 | 0 | 0 |
Bearings |
Movable Bearing | each | 24 | 8 | 4 | 12 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 374 | 289 | 80 | 5 | 0 |