KENNEDY AVENUE over RAILROAD

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

Facts

Name:	KENNEDY AVENUE over RAILROAD
Structure number:	3136671
Location:	0.7MI S OF INT MONT&KENED
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Collector (Urban) `[17]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	210.0 ft. `[64.0 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	46.3 ft. `[14.1 m]`
Vertical clearance below bridge:	19.4 ft. `[5.9 m]`
Skew angle:	22°
Owner:	County Highway Agency `[02]`
Year built:	1933
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Poor
Status:	Open, would be posted or closed except for temporary shoring `[D]`
Average daily traffic:	3,103 `[as of 2015]`
Truck traffic:	5% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	2.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$70,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2016	2.0	Poor	Poor	Poor	Fair	SD	3103
July 2015	43.2	Poor	Poor	Poor	Fair	SD	3200
May 2014	47.9	Poor	Poor	Poor	Poor	SD	3200
April 2013	43.2	Poor	Poor	Poor	Fair	SD	3200
May 2012	43.2	Poor	Poor	Poor	Fair	SD	3200
May 2011	43.2	Poor	Poor	Poor	Poor	SD	3200
June 2010	47.7	Poor	Fair	Poor	Poor	SD	3200
May 2009	47.7	Poor	Fair	Poor	Poor	SD	3200
May 2008	47.7	Poor	Fair	Poor	Poor	SD	3200
December 2007	47.7	Poor	Fair	Poor	Poor	SD	3200
August 2006	47.7	Poor	Fair	Poor	Poor	SD	3200
April 2005	47.7	Poor	Fair	Poor	Poor	SD	3200
January 2003	47.7	Poor	Fair	Poor	Poor	SD	3200
February 2002	47.7	Poor	Fair	Poor	Poor	SD	3200
February 2000	47.6	Poor	Fair	Poor	Poor	SD	3200
February 1999	45.6	Poor	Poor	Poor	Poor	SD	3200
December 1995	45.6	Poor	Poor	Poor	Poor	SD	3200
November 1993	47.6	Poor	Fair	Poor	Poor	SD	3200
December 1992	61.0	Fair	Fair	Fair	Satisfactory	FO	3200
November 1991	61.0	Fair	Fair	Fair	Satisfactory	FO	3200
November 1990	61.0	Fair	Fair	Fair	Satisfactory	FO	3200