GUN HILL ROAD over BRONX RIVER
Map
Coordinates:
+40.87791, -73.8685240°52'40" N, 73°52'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GUN HILL ROAD over BRONX RIVER |
Structure number: | 000000002242440 |
Location: | IN NORTH BRONX |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 57.7 ft. [17.6 m] |
Total length: | 93.8 ft. [28.6 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 91.9 ft. [28.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1918 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,500 [as of 2008] |
Truck traffic: | 7% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 53.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $13,384,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | - | Satisfactory | Satisfactory | 17500 | 53.3 |
January 2016 | Fair | - | Satisfactory | Satisfactory | 18863 | 53.2 |
January 2014 | Fair | - | Satisfactory | Satisfactory | 18863 | 53.2 |
February 2012 | Fair | - | Satisfactory | Satisfactory | 18900 | 53.2 |
February 2010 | Fair | - | Satisfactory | Satisfactory | 35680 | 51.6 |
February 2008 | Fair | - | Satisfactory | Satisfactory | 35680 | 51.6 |
March 2006 | Fair | - | Satisfactory | Satisfactory | 35680 | 51.6 |
March 2004 | Fair | - | Satisfactory | Satisfactory | 35680 | 50.6 |
April 2002 | Fair | - | Satisfactory | Satisfactory | 35680 | 49.5 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 35680 | 68.6 |
May 1998 | Fair | - | Satisfactory | Satisfactory | 35680 | 69.6 |
April 1996 | Poor | - | Poor | Poor | 21300 | 39.5 |
May 1994 | Poor | - | Poor | Poor | 21300 | 39.5 |
May 1992 | Poor | - | Poor | Poor | 21300 | 39.5 |
May 1990 | Poor | - | Poor | Poor | 21300 | 42.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Arch | linear ft. | 58 | 58 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 186 | 186 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Masonry Bridge Rail | linear ft. | 188 | 170 | 18 | 0 | 0 |