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SCARSDALE ROAD over BRONX RIVER
Map
Coordinates:
+40.95171, -73.82911
40°57'06" N, 73°49'45" W
+40.95171, -73.82911
40°57'06" N, 73°49'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SCARSDALE ROAD over BRONX RIVER |
| Structure number: | 000000003348570 |
| Location: | AT TUCKAHOE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 48.9 ft. [14.9 m] |
| Total length: | 55.1 ft. [16.8 m] |
| Roadway width between curbs: | 30.5 ft. [9.3 m] |
| Deck width edge-to-edge: | 49.5 ft. [15.1 m] |
| Skew angle: | 26° |
| Owner: | County Highway Agency [02] |
| Year built: | 1911 |
| 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: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,837 [as of 2010] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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 desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 41.8 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $1,368,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | Satisfactory | Fair | Satisfactory | 6837 | 41.8 |
| August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 7291 | 57.4 |
| August 2013 | Fair | - | Satisfactory | Satisfactory | 7291 | 57.4 |
| September 2011 | Fair | - | Satisfactory | Satisfactory | 6574 | 57.5 |
| July 2009 | Fair | - | Satisfactory | Satisfactory | 10590 | 57.1 |
| August 2007 | Fair | - | Satisfactory | Satisfactory | 6574 | 57.5 |
| August 2005 | Fair | - | Satisfactory | Satisfactory | 6574 | 57.5 |
| October 2003 | Fair | - | Satisfactory | Satisfactory | 6574 | 57.5 |
| August 2001 | Fair | - | Satisfactory | Satisfactory | 6574 | 57.1 |
| October 1999 | Fair | - | Satisfactory | Good | 6574 | 57.1 |
| September 1997 | Fair | - | Fair | Satisfactory | 6574 | 39.3 |
| October 1995 | Fair | - | Fair | Fair | 7500 | 47.1 |
| October 1993 | Fair | - | Fair | Fair | 7500 | 46.1 |
| June 1991 | Fair | - | Fair | Fair | 7500 | 52.4 |
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. | 51 | 0 | 49 | 2 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 100 | 100 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 470 | 450 | 20 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1390791
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1390791