14TH ST VIADUCT over HBLTR & LOCAL STREETS
Map
Coordinates:
+40.75499, -74.0355040°45'18" N, 74°02'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 14TH ST VIADUCT over HBLTR & LOCAL STREETS |
Structure number: | 0900016 |
Location: | AT CR 670 JCT |
Purpose: | Carries highway and pedestrian walkway over highway and railroad |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 194.9 ft. [59.4 m] |
Total length: | 1183.1 ft. [360.6 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 60.4 ft. [18.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2014 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 8 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 22,960 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 76.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Very Good | Very Good | 22960 | 76.3 |
March 2015 | Poor | Fair | Poor | Poor | 22065 | 51.6 |
March 2013 | Poor | Fair | Poor | Poor | 22065 | 51.6 |
March 2011 | Poor | Good | Poor | Poor | 21632 | 53.0 |
January 2009 | Poor | Good | Poor | Poor | 20800 | 53.3 |
October 2006 | Poor | Good | Poor | Poor | 20800 | 53.3 |
September 2004 | Poor | Good | Poor | Poor | 19990 | 53.6 |
September 2002 | Poor | Good | Poor | Poor | 19600 | 53.5 |
June 2000 | Poor | Good | Poor | Poor | 18725 | 28.2 |
November 1997 | Poor | Good | Poor | Poor | 18725 | 28.2 |
November 1995 | Fair | Good | Fair | Fair | 16800 | 41.0 |
July 1993 | Fair | Good | Fair | Fair | 16800 | 41.0 |
July 1991 | Fair | Good | Fair | Fair | 16800 | 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 |
Steel Girder/Beam | linear ft. | 9,416 | 9,416 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 165,172 | 165,172 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 71,551 | 69,701 | 1,850 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 133 | 132 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 452 | 449 | 3 | 0 | 0 |
Joints |
Assembly with Seal | each | 186 | 112 | 74 | 0 | 0 |
Bearings |
Pot Bearing | each | 80 | 67 | 13 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 2,366 | 2,366 | 0 | 0 | 0 |