FIRST STREET over POESTEN KILL
Map
Coordinates:
+42.72034, -73.6952442°43'13" N, 73°41'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FIRST STREET over POESTEN KILL |
Structure number: | 000000002202330 |
Location: | FIRST ST IN TROY SOUTH |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 84.0 ft. [25.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Masonry [8] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,451 [as of 2015] |
Truck traffic: | 5% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 55.0 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $3,684,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | - | Fair | Fair | 2451 | 55.0 |
September 2016 | Fair | - | Fair | Fair | 2491 | 72.4 |
October 2014 | Fair | - | Fair | Fair | 3142 | 68.7 |
November 2012 | Fair | - | Fair | Fair | 3589 | 68.7 |
October 2011 | Poor | Fair | Fair | Poor | 3589 | 51.6 |
November 2010 | Poor | Fair | Fair | Poor | 3589 | 51.6 |
December 2009 | Poor | Fair | Fair | Poor | 3589 | 51.6 |
November 2008 | Poor | Fair | Fair | Poor | 3589 | 51.6 |
August 2006 | Poor | Fair | Fair | Poor | 3589 | 51.6 |
July 2004 | Poor | Fair | Fair | Poor | 3589 | 51.6 |
June 2002 | Fair | Fair | Fair | Fair | 3589 | 65.1 |
July 2000 | Fair | Fair | Fair | Fair | 3589 | 65.1 |
October 1998 | Fair | - | Fair | Fair | 3589 | 66.1 |
October 1996 | Poor | - | Poor | Poor | 4000 | 51.4 |
October 1994 | Poor | - | Poor | Poor | 4000 | 49.5 |
August 1992 | Poor | - | Poor | Poor | 4000 | 49.5 |
November 1990 | Poor | - | Poor | Poor | 4000 | 50.0 |
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. | 48 | 0 | 16 | 32 | 0 |
Masonry Arch | linear ft. | 72 | 0 | 0 | 72 | 0 |
Substructure |
Masonry Pier Wall | linear ft. | 160 | 0 | 75 | 85 | 0 |
Masonry Abutment | linear ft. | 217 | 0 | 43 | 174 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 96 | 0 | 68 | 28 | 0 |
Steel Protective Coating | sq. ft. | 192 | 0 | 0 | 0 | 192 |