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W. BROADWAY over PASSAIC RIVER
Map
Coordinates:
+40.92076, -74.17483
40°55'15" N, 74°10'29" W
+40.92076, -74.17483
40°55'15" N, 74°10'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | W. BROADWAY over PASSAIC RIVER |
| Structure number: | 1600017 |
| Location: | 0.4 SE OF UNION AV(CR646) |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 86.9 ft. [26.5 m] |
| Total length: | 290.0 ft. [88.4 m] |
| Roadway width between curbs: | 35.1 ft. [10.7 m] |
| Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1897 |
| Year reconstructed: | 2008 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 22,146 [as of 2017] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 92.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | - | Good | Good | 22146 | 92.9 |
| August 2015 | Good | - | Good | Good | 21712 | 92.9 |
| October 2013 | Good | - | Good | Good | 21287 | 93.0 |
| October 2011 | Good | - | Good | Good | 20870 | 93.0 |
| October 2009 | Good | - | Good | Good | 20460 | 93.0 |
| May 2008 | Good | - | Good | Good | 20255 | 93.1 |
| July 2007 | Poor | - | Poor | Fair | 19637 | 56.2 |
| July 2005 | Poor | - | Poor | Fair | 19637 | 56.2 |
| July 2003 | Poor | - | Poor | Fair | 19250 | 56.3 |
| June 2001 | Poor | - | Poor | Fair | 18500 | 56.1 |
| July 1999 | Poor | - | Poor | Fair | 18500 | 56.1 |
| March 1997 | Poor | - | Poor | Fair | 17000 | 56.3 |
| November 1994 | Poor | - | Poor | Fair | 17000 | 56.9 |
| September 1992 | Poor | - | Poor | Fair | 16600 | 55.9 |
| June 1990 | Poor | - | Poor | Fair | 15840 | 31.2 |
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. | 290 | 285 | 5 | 0 | 0 |
| Substructure | ||||||
| Masonry Pier Wall | linear ft. | 110 | 110 | 0 | 0 | 0 |
| Masonry Abutment | linear ft. | 110 | 109 | 0 | 1 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 580 | 580 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 2,320 | 2,320 | 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/1367595
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1367595