BOSTON RD over BRONX RIVER
Map
Coordinates:
+40.85290, -73.8741340°51'10" N, 73°52'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | BOSTON RD over BRONX RIVER |
Structure number: | 000000002242110 |
Location: | IN BRONX PARK |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 108.9 ft. [33.2 m] |
Total length: | 128.9 ft. [39.3 m] |
Roadway width between curbs: | 35.1 ft. [10.7 m] |
Deck width edge-to-edge: | 48.6 ft. [14.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1920 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Operating rating: | 65.6 tons [59.6 metric tons] |
Inventory rating: | 20.7 tons [18.8 metric tons] |
Sufficiency rating: | 69.7 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $32,585,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 69.7 | Fair | - | Fair | Satisfactory | - | - |
February 2014 | 66.0 | Fair | - | Fair | Satisfactory | - | 7721 |
March 2012 | 66.0 | Fair | - | Fair | Satisfactory | - | 7721 |
April 2010 | 66.0 | Fair | - | Fair | Satisfactory | - | 7721 |
May 2008 | 66.0 | Fair | - | Fair | Satisfactory | - | 7721 |
May 2006 | 66.0 | Fair | - | Fair | Satisfactory | - | 7721 |
May 2004 | 65.0 | Fair | - | Fair | Satisfactory | - | 7721 |
May 2002 | 63.6 | Fair | - | Fair | Satisfactory | - | 7721 |
April 2000 | 68.5 | Fair | Fair | Fair | Satisfactory | - | 7721 |
April 1998 | 63.6 | Fair | - | Fair | Good | - | 7721 |
April 1996 | 50.7 | Poor | - | Poor | Fair | SD | 5000 |
April 1994 | 69.9 | Fair | - | Fair | Fair | - | 5000 |
May 1992 | 54.5 | Poor | - | Fair | Poor | SD | 5000 |
May 1990 | 70.5 | Fair | - | Fair | Fair | - | 5000 |