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BROAD STREET over 907G SB-907K Ramp, BRONX
Map
Coordinates:
+40.92711, -73.83983
40°55'38" N, 73°50'23" W
+40.92711, -73.83983
40°55'38" N, 73°50'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BROAD STREET over 907G SB-907K Ramp, BRONX |
| Structure number: | 000000003348370 |
| Location: | 1.3 MI E DUNWOODIE |
| Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 93.8 ft. [28.6 m] |
| Total length: | 582.0 ft. [177.4 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1923 |
| Year reconstructed: | 1985 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 6 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 77.9 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $24,596,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Fair | Satisfactory | Good | Satisfactory | - | 77.9 |
| July 2015 | Fair | - | Satisfactory | Satisfactory | - | 77.9 |
| August 2013 | Fair | - | Satisfactory | Satisfactory | 11746 | 55.1 |
| August 2011 | Fair | - | Satisfactory | Fair | 11746 | 45.2 |
| August 2009 | Fair | - | Satisfactory | Fair | 13721 | 48.6 |
| August 2007 | Fair | - | Satisfactory | Fair | 11746 | 49.2 |
| September 2005 | Fair | - | Satisfactory | Fair | 11746 | 45.9 |
| May 2003 | Fair | - | Satisfactory | Fair | 11746 | 45.9 |
| September 2001 | Fair | - | Satisfactory | Fair | 11746 | 44.9 |
| December 1999 | Fair | - | Satisfactory | Fair | 11746 | 47.1 |
| November 1997 | Poor | - | Fair | Poor | 11746 | 29.4 |
| November 1995 | Poor | - | Poor | Poor | 11746 | 25.9 |
| December 1993 | Poor | - | Poor | Poor | 16000 | 23.0 |
| August 1991 | Poor | - | Poor | Poor | 16000 | 27.1 |
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 Girder/Beam | linear ft. | 180 | 180 | 0 | 0 | 0 |
| Reinforced Concrete Stringer | linear ft. | 57 | 57 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 25,680 | 21,393 | 4,152 | 135 | 0 |
| Wearing Surfaces | sq. ft. | 15,510 | 13,320 | 2,190 | 0 | 0 |
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 534 | 234 | 291 | 9 | 0 |
| Reinforced Concrete Floor Beam | linear ft. | 180 | 180 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
| Reinforced Concrete Pier Wall | linear ft. | 160 | 94 | 66 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 101 | 52 | 49 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 99 | 16 | 81 | 2 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 986 | 986 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 6,250 | 5,560 | 690 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 120 | 120 | 0 | 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/1390774
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1390774