DE HART AVENUE over EX-STATEN ISLD RR
Map
Coordinates:
+40.63386, -74.1570440°38'02" N, 74°09'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | DE HART AVENUE over EX-STATEN ISLD RR |
Structure number: | 000000002249160 |
Location: | AT MARINERS HARBOR |
Route classification: | Local (Urban) [19] |
Length of largest span: | 35.8 ft. [10.9 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Skew angle: | 4° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1934 |
Year reconstructed: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 71.8 tons [65.3 metric tons] |
Sufficiency rating: | 100.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $3,994,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 100.0 | Good | Very Good | Very Good | Good | - | - |
May 2013 | 100.0 | Good | Very Good | Very Good | Good | - | 557 |
April 2011 | 100.0 | Fair | Very Good | Excellent | Satisfactory | - | 557 |
April 2009 | 100.0 | Good | Very Good | Excellent | Good | - | 557 |
April 2007 | 100.0 | Good | Very Good | Excellent | Good | - | 557 |
April 2005 | 100.0 | Good | Very Good | Excellent | Good | - | 557 |
May 2003 | 100.0 | Good | Very Good | Excellent | Very Good | - | 557 |
May 2001 | 99.0 | Good | Very Good | Excellent | Very Good | - | 557 |
May 1999 | 99.0 | Good | Very Good | Excellent | Very Good | - | 557 |
May 1997 | 99.0 | Fair | - | Very Good | Satisfactory | - | 557 |
March 1997 | 50.9 | Poor | Poor | Poor | Serious | SD | 700 |
April 1995 | 50.9 | Poor | Poor | Poor | Serious | SD | 700 |
March 1994 | 50.9 | Poor | Poor | Poor | Serious | SD | 700 |
April 1993 | 50.9 | Poor | Poor | Poor | Serious | SD | 700 |
April 1992 | 50.9 | Poor | Poor | Poor | Serious | SD | 700 |
August 1991 | 35.5 | Poor | Poor | Poor | Serious | SD | 700 |