WOODHULL STREET over RTE I278

Map

Coordinates:
+40.68123, -74.00257
40°40'52" N, 74°00'09" W

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

Name:	WOODHULL STREET over RTE I278
Structure number:	000000001076910
Location:	JCT I 278 & I 478
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	95.1 ft. `[29.0 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	35°
Owner:	State Highway Agency `[01]`
Year built:	1946
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	616 `[as of 2013]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$660,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2016	Fair	Satisfactory	Fair	Satisfactory	616	81.3
April 2014	Fair	Satisfactory	Fair	Satisfactory	607	67.8
April 2012	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
June 2011	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
May 2010	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
May 2009	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
May 2008	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
July 2006	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
July 2005	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
July 2004	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
June 2003	Fair	Satisfactory	Fair	Satisfactory	9545	48.8
April 2002	Fair	Satisfactory	Fair	Satisfactory	9545	48.6
June 2001	Fair	Satisfactory	Fair	Satisfactory	9545	48.6
November 2000	Poor	Satisfactory	Poor	Fair	9545	33.8
August 1999	Fair	Satisfactory	Fair	Satisfactory	9545	48.6
October 1998	Fair	Satisfactory	Fair	Satisfactory	5400	49.0
October 1997	Poor	Fair	Poor	Fair	5400	33.5
November 1996	Poor	Poor	Poor	Fair	5400	28.1
November 1994	Poor	Poor	Poor	Poor	5400	28.7
December 1992	Poor	Poor	Poor	Poor	5400	28.7
November 1991	Poor	Poor	Poor	Poor	5400	28.7

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	448	0	196	252	0
Steel Protective Coating	sq. ft.	3,294	0	3,042	252	0
Deck
Reinforced Concrete Deck	sq. ft.	2,660	0	2,660	0	0
Wearing Surfaces	sq. ft.	1,942	0	1,942	0	0
Superstructure
Steel Floor Beam	linear ft.	30	30	0	0	0
Steel Protective Coating	sq. ft.	120	0	120	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	194	0	194	0	0
Bearings
Fixed Bearing	each	2	0	1	1	0
Steel Protective Coating	sq. ft.	4	0	4	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	90	90	0	0	0
Steel Protective Coating	sq. ft.	236	0	236	0	0