RTE 907P over Harlem River DR N, RTE 9
Map
Coordinates:
+40.79994, -73.9298940°47'60" N, 73°55'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RTE 907P over Harlem River DR N, RTE 9 |
Structure number: | 00000000224005A |
Location: | OVER HARLEM RVR IN HARLEM |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 105.0 ft. [32.0 m] |
Total length: | 816.0 ft. [248.7 m] |
Roadway width between curbs: | 31.5 ft. [9.6 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Vertical clearance above deck: | 14.4 ft. [4.4 m] |
Vertical clearance below bridge: | 14.4 ft. [4.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 11 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Truck traffic: | 5% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 58.9 tons [53.5 metric tons] |
Inventory rating: | 45.9 tons [41.7 metric tons] |
Sufficiency rating: | 91.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $15,892,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 91.0 | Good | Excellent | Excellent | Excellent | - | - |
November 2014 | 82.6 | Good | Excellent | Excellent | Excellent | - | 61022 |
November 2012 | 82.6 | Good | Excellent | Excellent | Excellent | - | 61022 |
December 2010 | 84.7 | Good | Excellent | Excellent | Excellent | - | 61022 |
June 2008 | 50.7 | Poor | Poor | Fair | Satisfactory | SD | 61022 |
June 2006 | 50.7 | Poor | Poor | Fair | Satisfactory | SD | 61022 |
August 2004 | 36.8 | Poor | Poor | Fair | Satisfactory | SD | 61022 |
June 2002 | 41.3 | Poor | Poor | Fair | Satisfactory | SD | 20000 |
June 2000 | 41.3 | Poor | Poor | Fair | Satisfactory | SD | 20000 |
March 1998 | 49.0 | Poor | Poor | Satisfactory | Satisfactory | SD | 20000 |
June 1996 | 17.4 | Poor | Poor | Poor | Poor | SD | 20000 |
June 1995 | 0.0 | Poor | Poor | Serious | Poor | SD | 20000 |
August 1994 | 0.0 | Poor | Poor | Serious | Poor | SD | 20000 |
June 1992 | 0.0 | Poor | Poor | Serious | Poor | SD | 20000 |
June 1990 | 0.0 | Poor | Serious | Serious | Poor | SD | 20000 |