RIVER AVENUE over METRO NO COMMUTER

Map

Coordinates:
+40.82342, -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:	69.9 ft. `[21.3 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:	7,837 `[as of 2011]`
Truck traffic:	7% 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]`
Inventory rating:	71.8 tons `[65.3 metric tons]`
Sufficiency rating:	93.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$341,000

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