US ROUTE 1 over METRO NORTH RAILROAD
Map
Coordinates:
+41.19863, -73.1251241°11'55" N, 73°07'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US ROUTE 1 over METRO NORTH RAILROAD |
Structure number: | 00326 |
Location: | 0.5 MI S OF I-95 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 248.0 ft. [75.6 m] |
Roadway width between curbs: | 44.9 ft. [13.7 m] |
Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 49° |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [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: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,700 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Poor [4 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: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 56.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $10,910,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Poor | Poor | Satisfactory | Fair | 16700 | 56.8 |
November 2015 | Poor | Poor | Satisfactory | Fair | 16700 | 56.8 |
November 2013 | Poor | Poor | Satisfactory | Fair | 16600 | 58.0 |
December 2011 | Poor | Poor | Satisfactory | Fair | 17900 | 58.7 |
November 2009 | Poor | Poor | Satisfactory | Fair | 19000 | 58.5 |
February 2008 | Fair | Fair | Satisfactory | Fair | 21200 | 58.1 |
February 2005 | Fair | Fair | Satisfactory | Satisfactory | 16700 | 70.8 |
July 2002 | Fair | Fair | Satisfactory | Satisfactory | 16700 | 72.8 |
April 2000 | Fair | Fair | Satisfactory | Satisfactory | 16300 | 70.9 |
January 1998 | Fair | Fair | Satisfactory | Satisfactory | 16900 | 70.8 |
March 1996 | Fair | Fair | Satisfactory | Satisfactory | 20900 | 67.9 |
January 1994 | Fair | Fair | Satisfactory | Satisfactory | 19500 | 67.9 |
July 1991 | Fair | Fair | Fair | Satisfactory | 16300 | 51.2 |
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 |
Steel Girder/Beam | linear ft. | 2,223 | 2,179 | 44 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,379 | 11,681 | 2,543 | 155 | 0 |
Substructure |
Reinforced Concrete Column | each | 14 | 12 | 0 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 128 | 89 | 24 | 15 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 128 | 118 | 10 | 0 | 0 |
Reinforced Concrete Pile | each | 14 | 14 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 128 | 121 | 6 | 1 | 0 |
Bearings |
Movable Bearing | each | 14 | 0 | 0 | 14 | 0 |
Fixed Bearing | each | 14 | 0 | 14 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 496 | 447 | 49 | 0 | 0 |