RIVER AVENUE over METRO NO COMMUTER

Map

Coordinates:
+40.82340, -73.92851
40°49'24" N, 73°55'43" W

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

Name:	RIVER AVENUE over METRO NO COMMUTER
Structure number:	000000002241430
Location:	IN MORRISANIA
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	71.9 ft. `[21.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	71.9 ft. `[21.9 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	40°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1916
Year reconstructed:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	7,761 `[as of 2016]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	93.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$8,746,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Very Good	Very Good	Very Good	7761	93.6
August 2015	Good	Very Good	Very Good	Very Good	7837	93.6
August 2013	Good	Very Good	Very Good	Very Good	6167	93.7
July 2011	Good	Very Good	Very Good	Very Good	6167	93.7
August 2009	Good	Very Good	Very Good	Very Good	6167	93.7
November 2007	Good	Excellent	Very Good	Very Good	6167	93.7
June 2005	Good	Excellent	Very Good	Very Good	6167	93.7
June 2003	Good	Excellent	Very Good	Very Good	6167	93.7
November 2001	Good	Excellent	Good	Very Good	6167	97.7
October 1999	Good	Excellent	Good	Very Good	6167	79.6
August 1997	Good	Very Good	Very Good	Good	6167	79.6
October 1995	Fair	Very Good	Very Good	Satisfactory	3000	79.7
March 1995	Poor	Poor	Poor	Poor	3000	48.5
August 1992	Poor	Poor	Poor	Poor	3000	48.5
July 1990	Poor	Serious	Poor	Poor	3000	48.4

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.	1,092	900	192	0	0
Steel Protective Coating	sq. ft.	4,914	914	4,000	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,174	6,000	174	0	0
Wearing Surfaces	sq. ft.	3,404	404	3,000	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	148	0	148	0	0
Joints
Compression Joint	linear ft.	148	0	0	148	0
Bearings
Elastomeric Bearing	each	13	11	2	0	0
Steel Protective Coating	sq. ft.	13	0	13	0	0
Fixed Bearing	each	13	13	0	0	0
Steel Protective Coating	sq. ft.	13	0	13	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	148	100	48	0	0