ROOSEVELT AVE over RTE 907X, IRT LOWER TRAC
Map
Coordinates:
+40.75275, -73.8519140°45'10" N, 73°51'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | ROOSEVELT AVE over RTE 907X, IRT LOWER TRAC |
Structure number: | 000000001076767 |
Location: | .4 MI S GCP+I678 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 39.7 ft. [12.1 m] |
Total length: | 80.7 ft. [24.6 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 74.2 ft. [22.6 m] |
Vertical clearance above deck: | 15.7 ft. [4.8 m] |
Vertical clearance below bridge: | 11.5 ft. [3.5 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 1930 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,906 [as of 2016] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 66.0 tons [60.0 metric tons] |
Inventory rating: | 27.5 tons [25.0 metric tons] |
Sufficiency rating: | 65.0 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $868,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2016 | 65.0 | Fair | Satisfactory | Good | Good | FO | 15906 |
April 2014 | 72.5 | Good | Good | Good | Good | FO | 13085 |
April 2012 | 72.5 | Good | Good | Good | Good | FO | 13100 |
May 2010 | 70.3 | Good | Good | Good | Good | FO | 24192 |
May 2008 | 72.5 | Good | Good | Good | Good | FO | 13233 |
May 2006 | 70.3 | Good | Good | Good | Good | FO | 24192 |
January 2004 | 70.3 | Good | Good | Good | Good | FO | 24192 |
January 2002 | 46.1 | Fair | Satisfactory | Fair | Good | FO | 22514 |
January 2000 | 54.6 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 22514 |
January 1998 | 54.6 | Fair | Good | Satisfactory | Satisfactory | FO | 22514 |
February 1996 | 17.2 | Poor | Satisfactory | Satisfactory | Poor | SD | 22514 |
January 1994 | 17.4 | Poor | Satisfactory | Satisfactory | Poor | SD | 20000 |
February 1992 | 17.4 | Poor | Satisfactory | Satisfactory | Poor | SD | 20000 |
May 1990 | 14.2 | Poor | Poor | Poor | Poor | SD | 20000 |