SR 264 over RELIEF(ABANDONED RR)
Map
Coordinates:
+39.12854, -84.6059339°07'43" N, 84°36'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 264 over RELIEF(ABANDONED RR) |
Structure number: | 3111547 |
Location: | 5.9 MI W OF IR 75 |
Purpose: | Carries highway over relief for waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 155.8 ft. [47.5 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,331 [as of 2015] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 16331 | 79.0 |
May 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 16331 | 79.0 |
May 2016 | Fair | Satisfactory | Good | Satisfactory | 16331 | 79.0 |
July 2015 | Fair | Satisfactory | Good | Satisfactory | 23940 | 78.1 |
September 2014 | Fair | Satisfactory | Good | Satisfactory | 23940 | 78.1 |
October 2013 | Fair | Satisfactory | Good | Satisfactory | 23940 | 78.1 |
November 2012 | Fair | Satisfactory | Good | Satisfactory | 23940 | 78.1 |
August 2011 | Fair | Satisfactory | Good | Satisfactory | 23940 | 78.1 |
October 2010 | Fair | Satisfactory | Good | Satisfactory | 25794 | 77.9 |
August 2009 | Fair | Satisfactory | Good | Satisfactory | 25794 | 77.9 |
October 2008 | Fair | Satisfactory | Good | Satisfactory | 25794 | 77.9 |
November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 25794 | 77.9 |
October 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 21071 | 78.5 |
August 2005 | Good | Good | Good | Good | 21071 | 78.5 |
December 2004 | Good | Good | Good | Good | 21071 | 78.5 |
December 2003 | Good | Very Good | Very Good | Good | 21071 | 78.5 |
September 2002 | Fair | Satisfactory | Good | Good | 21071 | 78.5 |
December 2001 | Fair | Satisfactory | Good | Good | 21071 | 78.5 |
December 2000 | Fair | Satisfactory | Good | Good | 21071 | 78.5 |
August 1999 | Fair | Satisfactory | Good | Good | 21071 | 78.5 |
September 1998 | Fair | Satisfactory | Good | Good | 21071 | 78.5 |
May 1997 | Fair | Satisfactory | Good | Good | 21071 | 78.5 |
May 1996 | Good | Good | Good | Good | 21071 | 78.5 |
December 1994 | Good | Good | Good | Good | 25018 | 80.7 |
December 1992 | Good | Good | Good | Good | 25018 | 80.7 |
October 1991 | Good | Good | Very Good | Good | 25018 | 80.7 |
December 1990 | Good | Good | Very Good | Good | 25018 | 80.7 |
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. | 1,404 | 354 | 1,025 | 25 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,412 | 8,018 | 1,362 | 16 | 16 |
Wearing Surfaces | sq. ft. | 7,800 | 3,898 | 3,900 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 154 | 134 | 15 | 5 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 77 | 72 | 0 | 5 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 120 | 100 | 20 | 0 | 0 |
Bearings |
Movable Bearing | each | 27 | 19 | 4 | 4 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 312 | 0 | 156 | 156 | 0 |