HR17WB FROM 907V over HR15 CONN TO RVSD, RIVER
Map
Coordinates:
+40.84406, -73.9439040°50'39" N, 73°56'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HR17WB FROM 907V over HR15 CONN TO RVSD, RIVER |
Structure number: | 000000005522490 |
Location: | NORTHERN MANHATTAN |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 152.9 ft. [46.6 m] |
Total length: | 396.0 ft. [120.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 23° |
Owner: | Local Toll Authority [32] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
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 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 92.3 tons [83.9 metric tons] |
Inventory rating: | 32.3 tons [29.4 metric tons] |
Sufficiency rating: | 75.3 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $15,523,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2015 | 75.3 | Fair | Fair | Fair | Fair | FO | - |
October 2013 | 59.2 | Fair | Fair | Fair | Fair | FO | 12500 |
October 2011 | 72.4 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
September 2009 | 72.4 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
July 2007 | 72.4 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
July 2005 | 72.4 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
September 2003 | 71.4 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
August 2001 | 71.1 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
August 1999 | 71.1 | Fair | Fair | Satisfactory | Satisfactory | FO | 12500 |
September 1997 | 59.9 | Fair | Fair | Fair | Fair | FO | 12500 |
September 1995 | 42.1 | Poor | Poor | Poor | Poor | SD | 12500 |
September 1993 | 44.3 | Poor | Fair | Poor | Poor | SD | 12500 |
August 1991 | 44.3 | Poor | Fair | Poor | Poor | SD | 12500 |