174TH STREET over RTE I895, BRONX RIVER, A
Map
Coordinates:
+40.83540, -73.8820940°50'07" N, 73°52'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | 174TH STREET over RTE I895, BRONX RIVER, A |
Structure number: | 000000002066720 |
Location: | JCT I95 & I278 |
Purpose: | Carries highway and pedestrian walkway over highway, waterway, and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 190.0 ft. [57.9 m] |
Total length: | 764.8 ft. [233.1 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
Vertical clearance above deck: | 15.4 ft. [4.7 m] |
Vertical clearance below bridge: | 14.8 ft. [4.5 m] |
Skew angle: | 2° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1909 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,093 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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: | 57.1 tons [51.9 metric tons] |
Inventory rating: | 27.0 tons [24.5 metric tons] |
Sufficiency rating: | 67.8 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $14,088,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 67.8 | Fair | Fair | Satisfactory | Fair | FO | 15093 |
July 2014 | 64.4 | Fair | Fair | Satisfactory | Fair | FO | 9086 |
August 2012 | 52.8 | Poor | Satisfactory | Satisfactory | Poor | SD | 9086 |
August 2010 | 52.8 | Poor | Satisfactory | Satisfactory | Poor | SD | 9086 |
October 2008 | 52.8 | Poor | Satisfactory | Satisfactory | Poor | SD | 9086 |
October 2006 | 69.0 | Fair | Satisfactory | Satisfactory | Fair | FO | 9086 |
October 2004 | 52.8 | Poor | Satisfactory | Satisfactory | Poor | SD | 9086 |
July 2002 | 52.6 | Poor | Satisfactory | Satisfactory | Poor | SD | 11839 |
June 2000 | 52.6 | Poor | Satisfactory | Satisfactory | Poor | SD | 11839 |
November 1998 | 80.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 11839 |
November 1996 | 57.3 | Poor | Poor | Poor | Poor | - | 10442 |
November 1994 | 48.9 | Poor | Poor | Poor | Poor | - | 10134 |
September 1992 | 48.9 | Poor | Poor | Poor | Poor | - | 10134 |
November 1990 | 29.4 | Poor | Poor | Serious | Serious | - | 10134 |