36ST & DYER AVE over RTE I495
Map
Coordinates:
+40.75521, -73.9966540°45'19" N, 73°59'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 36ST & DYER AVE over RTE I495 |
Structure number: | 000000005523910 |
Location: | IN WEST MANHATTAN |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 32.8 ft. [10.0 m] |
Roadway width between curbs: | 68.9 ft. [21.0 m] |
Deck width edge-to-edge: | 318.3 ft. [97.0 m] |
Vertical clearance below bridge: | 13.8 ft. [4.2 m] |
Owner: | Local Toll Authority [32] |
Year built: | 1954 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,691 [as of 2011] |
Truck traffic: | 9% 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 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: | 87.2 tons [79.3 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 75.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $5,061,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2015 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 10691 |
July 2013 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
July 2011 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
July 2009 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 4200 |
October 2007 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
August 2005 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
October 2003 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
October 2001 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
September 1999 | 75.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 6500 |
July 1997 | 75.0 | Fair | - | Satisfactory | Satisfactory | FO | 6500 |
July 1995 | 48.0 | Poor | - | Poor | Fair | SD | 6500 |
September 1993 | 64.0 | Fair | - | Satisfactory | Fair | FO | 6500 |
September 1991 | 64.0 | Fair | - | Satisfactory | Fair | FO | 6500 |