SOUTH BUS PRKG BR over BROADWAY
Map
Coordinates:
+40.84849, -73.9375740°50'55" N, 73°56'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SOUTH BUS PRKG BR over BROADWAY |
Structure number: | 000000005522580 |
Location: | AT JCT US 9 & 95I |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 109.9 ft. [33.5 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Vertical clearance above deck: | 21.3 ft. [6.5 m] |
Vertical clearance below bridge: | 32.8 ft. [10.0 m] |
Skew angle: | 40° |
Owner: | Local Toll Authority [32] |
Year built: | 1962 |
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: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 1973] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 105.7 tons [96.1 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 95.0 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $25,121,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 95.0 | Fair | Fair | Satisfactory | Satisfactory | - | 200 |
June 2013 | 95.0 | Fair | Fair | Satisfactory | Satisfactory | - | 200 |
June 2011 | 93.0 | Poor | Poor | Satisfactory | Satisfactory | SD | 200 |
June 2009 | 95.0 | Fair | Fair | Satisfactory | Good | - | 200 |
June 2007 | 96.0 | Fair | Satisfactory | Good | Good | - | 200 |
June 2005 | 96.0 | Fair | Satisfactory | Good | Good | - | 200 |
August 2003 | 96.0 | Fair | Satisfactory | Good | Good | - | 200 |
August 2001 | 95.0 | Fair | Satisfactory | Good | Good | - | 200 |
July 1999 | 96.0 | Fair | Satisfactory | Good | Good | - | 200 |
August 1997 | 96.0 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 200 |
August 1995 | 84.0 | Fair | Fair | Fair | Fair | - | 200 |
September 1993 | 84.0 | Fair | Fair | Fair | Satisfactory | - | 200 |
July 1991 | 74.0 | Fair | Fair | Fair | Satisfactory | - | 200 |