Share:

DE HART AVENUE over EX-STATEN ISLD RR

Richmond County, New York

Map

Coordinates:
+40.63385, -74.15704
40°38'02" N, 74°09'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

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 2017

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]`
Sufficiency rating:	100.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$3,805,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Good	Very Good	Very Good	Good	-	100.0
April 2015	Good	Very Good	Very Good	Good	-	100.0
May 2013	Good	Very Good	Very Good	Good	557	100.0
April 2011	Fair	Very Good	Excellent	Satisfactory	557	100.0
April 2009	Good	Very Good	Excellent	Good	557	100.0
April 2007	Good	Very Good	Excellent	Good	557	100.0
April 2005	Good	Very Good	Excellent	Good	557	100.0
May 2003	Good	Very Good	Excellent	Very Good	557	100.0
May 2001	Good	Very Good	Excellent	Very Good	557	99.0
May 1999	Good	Very Good	Excellent	Very Good	557	99.0
May 1997	Fair	-	Very Good	Satisfactory	557	99.0
March 1997	Poor	Poor	Poor	Serious	700	50.9
April 1995	Poor	Poor	Poor	Serious	700	50.9
March 1994	Poor	Poor	Poor	Serious	700	50.9
April 1993	Poor	Poor	Poor	Serious	700	50.9
April 1992	Poor	Poor	Poor	Serious	700	50.9
August 1991	Poor	Poor	Poor	Serious	700	35.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,584	1,584	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,600	0	6,600	0	0
Wearing Surfaces	sq. ft.	4,488	0	0	4,488	0
Substructure
Reinforced Concrete Column	each	12	0	9	3	0
Reinforced Concrete Pier Wall	linear ft.	153	102	47	4	0
Reinforced Concrete Abutment	linear ft.	100	100	0	0	0
Reinforced Concrete Pier Cap	linear ft.	153	102	51	0	0
Joints
Compression Joint	linear ft.	50	0	50	0	0
Bearings
Elastomeric Bearing	each	84	84	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	264	264	0	0	0
Steel Protective Coating	sq. ft.	1,544	0	1,544	0	0

© Copyright 2012-19, 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/1385447