WESTERN HILLS VIAD over Mill Creek, State Ave
Map
Coordinates:
+39.12470, -84.5408439°07'29" N, 84°32'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WESTERN HILLS VIAD over Mill Creek, State Ave |
Structure number: | 3137082 |
Location: | 620 ft W of Central Pkwy |
Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 2721.3 ft. [829.4 m] |
Roadway width between curbs: | 48.2 ft. [14.7 m] |
Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
Vertical clearance above deck: | 15.7 ft. [4.8 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 99° |
Owner: | County Highway Agency [02] |
Year built: | 1931 |
Year reconstructed: | 1978 |
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: | 41 |
Main spans material: | Steel [3] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 43,788 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 20.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Poor | Poor | Poor | 43788 | 20.0 |
September 2017 | Poor | Poor | Poor | Poor | 43788 | 2.0 |
August 2016 | Poor | Poor | Poor | Poor | 43788 | 2.0 |
June 2015 | Poor | Poor | Poor | Poor | 56077 | 2.0 |
September 2014 | Poor | Serious | Poor | Poor | 70604 | 29.6 |
September 2013 | Poor | Serious | Poor | Fair | 70604 | 29.5 |
August 2012 | Poor | Fair | Poor | Fair | 70604 | 36.0 |
November 2011 | Poor | Fair | Poor | Fair | 70604 | 36.0 |
September 2010 | Poor | Fair | Poor | Fair | 70604 | 36.0 |
July 2009 | Poor | Fair | Poor | Fair | 70604 | 36.0 |
June 2008 | Poor | Fair | Poor | Fair | 70604 | 36.0 |
June 2007 | Poor | Fair | Poor | Fair | 70604 | 36.0 |
April 2006 | Fair | Satisfactory | Satisfactory | Fair | 70604 | 53.0 |
January 2005 | Fair | Satisfactory | Satisfactory | Fair | 70604 | 53.0 |
November 2001 | Fair | Satisfactory | Satisfactory | Fair | 70604 | 51.0 |