RIVER AVENUE over METRO NO COMMUTER
Map
Coordinates:
+40.82342, -73.9285140°49'24" N, 73°55'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | RIVER AVENUE over METRO NO COMMUTER |
Structure number: | 000000002241430 |
Location: | IN MORRISANIA |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 40° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1916 |
Year reconstructed: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,837 [as of 2011] |
Truck traffic: | 7% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 71.8 tons [65.3 metric tons] |
Sufficiency rating: | 93.6 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $341,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2015 | 93.6 | Good | Very Good | Very Good | Very Good | FO | 7837 |
August 2013 | 93.7 | Good | Very Good | Very Good | Very Good | FO | 6167 |
July 2011 | 93.7 | Good | Very Good | Very Good | Very Good | FO | 6167 |
August 2009 | 93.7 | Good | Very Good | Very Good | Very Good | FO | 6167 |
November 2007 | 93.7 | Good | Excellent | Very Good | Very Good | FO | 6167 |
June 2005 | 93.7 | Good | Excellent | Very Good | Very Good | FO | 6167 |
June 2003 | 93.7 | Good | Excellent | Very Good | Very Good | FO | 6167 |
November 2001 | 97.7 | Good | Excellent | Good | Very Good | - | 6167 |
October 1999 | 79.6 | Good | Excellent | Good | Very Good | - | 6167 |
August 1997 | 79.6 | Good | Very Good | Very Good | Good | - | 6167 |
October 1995 | 79.7 | Fair | Very Good | Very Good | Satisfactory | - | 3000 |
March 1995 | 48.5 | Poor | Poor | Poor | Poor | SD | 3000 |
August 1992 | 48.5 | Poor | Poor | Poor | Poor | SD | 3000 |
July 1990 | 48.4 | Poor | Serious | Poor | Poor | SD | 3000 |