KELLY ROAD over FARRINGTON BROOK

Map

Coordinates:
+44.87332, -74.54617
44°52'24" N, 74°32'46" W

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

Name:	KELLY ROAD over FARRINGTON BROOK
Structure number:	000000003337200
Location:	1.2MI S SOUTH BOMBAY
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	32.8 ft. `[10.0 m]`
Total length:	35.1 ft. `[10.7 m]`
Roadway width between curbs:	14.4 ft. `[4.4 m]`
Deck width edge-to-edge:	17.7 ft. `[5.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1915
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:	Other `[9]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	48 `[as of 1994]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	21.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$249,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Poor	Poor	Poor	Poor	48	21.2
September 2017	Poor	Poor	Poor	Poor	48	21.2
September 2016	Poor	Poor	Poor	Poor	48	23.2
August 2015	Poor	Poor	Poor	Poor	48	26.7
August 2014	Poor	Poor	Poor	Poor	48	24.8
August 2013	Poor	Poor	Poor	Poor	48	23.2
July 2012	Poor	Poor	Poor	Poor	48	23.2
August 2011	Poor	Critical	Serious	Poor	48	23.0
November 2010	Poor	Poor	Poor	Poor	48	42.0
October 2009	Poor	Poor	Fair	Poor	48	49.4
October 2008	Poor	Poor	Fair	Poor	48	49.4
October 2007	Poor	Poor	Fair	Poor	48	49.4
October 2006	Poor	Poor	Satisfactory	Poor	48	34.0
September 2005	Poor	Poor	Fair	Poor	48	49.4
November 2004	Poor	Poor	Satisfactory	Poor	48	49.4
December 2003	Poor	Poor	Good	Poor	48	46.0
November 2002	Poor	Poor	Poor	Poor	48	45.9
August 2001	Poor	Poor	Good	Poor	48	45.9
June 2000	Poor	Serious	Good	Poor	48	43.9
May 1999	Poor	Poor	Serious	Serious	48	28.9
June 1998	Poor	Serious	Poor	Serious	48	26.9
May 1997	Poor	Serious	Poor	Serious	48	26.9
May 1996	Poor	Serious	Poor	Serious	48	27.7
May 1995	Poor	Serious	Poor	Serious	48	27.3
May 1994	Poor	Serious	Fair	Serious	10	27.4
May 1993	Poor	Serious	Fair	Serious	10	27.4
May 1992	Poor	Serious	Fair	Serious	10	27.4
May 1991	Poor	Serious	Fair	Serious	10	28.1

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.	204	170	0	34	0
Steel Protective Coating	sq. ft.	102	0	0	102	0
Deck
Reinforced Concrete Deck	sq. ft.	637	0	0	637	0
Wearing Surfaces	sq. ft.	540	0	540	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	103	0	19	84	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	72	0	70	0	2
Steel Protective Coating	sq. ft.	168	0	0	166	2