US 22 WB over WASH SEC NORFOLKSOUTHERN

Map

Coordinates:
+40.69894, -75.16425
40°41'56" N, 75°09'51" W

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

Name:	US 22 WB over WASH SEC NORFOLKSOUTHERN
Structure number:	2101155
Location:	.06 MI EAST OF NJ 57
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	107.9 ft. `[32.9 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	26°
Owner:	State Highway Agency `[01]`
Year built:	1939
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 `[3]`
Main spans 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:	19,640 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	52.5
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$357,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Fair	19640	52.5
September 2015	Fair	Satisfactory	Satisfactory	Fair	19251	52.6
September 2013	Fair	Satisfactory	Satisfactory	Fair	18500	63.2
September 2011	Fair	Satisfactory	Satisfactory	Fair	17850	63.3
August 2009	Fair	Satisfactory	Satisfactory	Fair	17850	63.3
July 2007	Fair	Satisfactory	Satisfactory	Fair	17500	63.4
June 2005	Fair	Satisfactory	Satisfactory	Fair	17200	63.4
May 2003	Fair	Satisfactory	Satisfactory	Fair	19500	63.1
July 2001	Fair	Satisfactory	Satisfactory	Fair	18000	64.3
August 1999	Fair	Satisfactory	Satisfactory	Fair	18000	62.3
April 1997	Fair	Satisfactory	Satisfactory	Fair	3845	65.4
March 1995	Fair	Satisfactory	Good	Fair	19800	60.3
October 1992	Fair	Satisfactory	Good	Fair	19800	60.3
October 1990	Fair	Satisfactory	Good	Satisfactory	18000	71.9

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.	621	621	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,618	3,556	62	0	0
Wearing Surfaces	sq. ft.	2,592	2,592	0	0	0
Substructure
Reinforced Concrete Column	each	6	3	2	1	0
Reinforced Concrete Abutment	linear ft.	76	13	63	0	0
Reinforced Concrete Pier Cap	linear ft.	76	31	0	45	0
Joints
Pourable Joint	linear ft.	152	0	152	0	0
Bearings
Enclosed/Concealed Bearing	each	36	16	1	19	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	216	174	0	42	0