BUSH ROAD over TRIB MANOR KILL

Map

Coordinates:
+42.38328, -74.31471
42°22'60" N, 74°18'53" W

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

Name:	BUSH ROAD over TRIB MANOR KILL
Structure number:	000000002228530
Location:	.7 MI S OF MANOR KILL
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	68.9 ft. `[21.0 m]`
Total length:	73.2 ft. `[22.3 m]`
Roadway width between curbs:	25.6 ft. `[7.8 m]`
Deck width edge-to-edge:	28.5 ft. `[8.7 m]`
Skew angle:	15°
Owner:	County Highway Agency `[02]`
Year built:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	27 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	100.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$931,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Excellent	Excellent	Excellent	27	100.0
June 2016	Good	Excellent	Excellent	Excellent	45	100.0
June 2014	Good	-	Excellent	Excellent	45	97.0
May 2013	Fair	Good	Satisfactory	-	45	33.9
May 2012	Poor	Good	Satisfactory	Imminent Failure	50	35.9
April 2010	Good	Excellent	Good	Good	55	94.0
April 2008	Good	Excellent	Good	Good	43	94.0
April 2007	Poor	Good	Poor	Serious	45	25.4
May 2006	Poor	Good	Fair	Serious	45	25.4
March 2005	Fair	Good	Fair	Fair	55	45.0
April 2004	Fair	Good	Satisfactory	Fair	55	45.0
March 2002	Fair	Good	Satisfactory	Satisfactory	55	47.0
May 2001	Fair	Good	Satisfactory	Satisfactory	55	47.0
May 2000	Fair	Good	Satisfactory	Satisfactory	55	47.0
April 1999	Poor	Excellent	Serious	Serious	55	26.3
May 1998	Fair	Excellent	Satisfactory	Satisfactory	55	47.0
March 1997	Poor	Very Good	Serious	Serious	55	27.4
April 1996	Poor	Very Good	Serious	Serious	55	27.4
March 1995	Poor	Serious	Serious	Serious	15	24.4
April 1994	Poor	Poor	Serious	Serious	15	24.4
April 1993	Poor	Poor	Serious	Serious	15	24.4
May 1992	Poor	Poor	Serious	Serious	15	24.4
April 1991	Poor	Fair	Fair	Serious	15	25.5

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	511	511	0	0	0
Wearing Surfaces	sq. ft.	1,862	1,806	0	56	0
Substructure
Reinforced Concrete Abutment	linear ft.	80	80	0	0	0
Bearings
Elastomeric Bearing	each	14	14	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	146	146	0	0	0
Steel Protective Coating	sq. ft.	540	540	0	0	0