WEST 35TH STREET over AMTRAK W SIDE CON
Map
Coordinates:
+40.75609, -74.0006340°45'22" N, 74°00'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | WEST 35TH STREET over AMTRAK W SIDE CON |
Structure number: | 00000000224501E |
Location: | W 35TH & AMTRAK 30TH ST B |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Vertical clearance below bridge: | 20.3 ft. [6.2 m] |
Skew angle: | 16° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1934 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: November 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,155 [as of 2011] |
Truck traffic: | 7% of total traffic |
Deck condition: | Poor [4 out of 9] |
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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 62.0 tons [56.4 metric tons] |
Inventory rating: | 27.1 tons [24.6 metric tons] |
Sufficiency rating: | 52.7 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $7,674,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2016 | 52.7 | Poor | Poor | Fair | Satisfactory | SD | 2155 |
July 2014 | 49.0 | Poor | Poor | Fair | Satisfactory | SD | 2155 |
November 2012 | 49.0 | Poor | Poor | Fair | Satisfactory | SD | 2150 |
December 2010 | 49.0 | Poor | Poor | Fair | Satisfactory | SD | 2449 |
December 2008 | 49.0 | Poor | Poor | Fair | Satisfactory | SD | 2449 |
October 2006 | 49.0 | Poor | Poor | Fair | Satisfactory | SD | 2449 |
September 2004 | 49.0 | Poor | Poor | Fair | Satisfactory | SD | 2449 |
June 2002 | 62.4 | Poor | Poor | Satisfactory | Satisfactory | SD | 2449 |
April 2000 | 55.4 | Poor | Poor | Satisfactory | Fair | SD | 2378 |
February 1998 | 55.4 | Poor | Poor | Fair | Fair | SD | 2378 |
April 1996 | 36.6 | Poor | Poor | Poor | Poor | SD | 2378 |
January 1994 | 36.5 | Poor | Poor | Poor | Poor | SD | 3300 |
February 1992 | 42.1 | Poor | Poor | Poor | Poor | SD | 3300 |