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CAMPSITE ROAD over FISH CREEK

Franklin County, New York

Map

Coordinates:
+44.30838, -74.36232
44°18'30" N, 74°21'44" W

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Facts

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

Name:	CAMPSITE ROAD over FISH CREEK
Structure number:	000000005523820
Location:	0.5MI FROM N.GATE ON RT30
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	36.1 ft. `[11.0 m]`
Total length:	40.0 ft. `[12.2 m]`
Roadway width between curbs:	20.3 ft. `[6.2 m]`
Deck width edge-to-edge:	25.6 ft. `[7.8 m]`
Owner:	Other State Agencies `[21]`
Year built:	1935
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:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,413 `[as of 1997]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	70.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$457,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Good	Good	1413	70.5
July 2015	Good	Good	Good	Good	1413	70.5
July 2013	Good	Good	Very Good	Good	1413	67.1
June 2011	Good	Good	Very Good	Good	1413	65.7
May 2009	Good	Good	Very Good	Good	1413	65.7
June 2007	Good	Good	Very Good	Good	1413	65.7
May 2005	Good	Good	Very Good	Good	1413	72.2
July 2003	Good	Good	Very Good	Good	1413	75.6
July 2001	Good	Good	Very Good	Good	1413	75.6
September 1999	Fair	Satisfactory	Good	Good	1413	75.6
August 1997	Fair	Fair	Very Good	Good	1413	74.6
October 1995	Poor	Poor	Very Good	Satisfactory	200	61.5
October 1993	Poor	Poor	Very Good	Satisfactory	200	61.5
November 1991	Poor	Poor	Very Good	Satisfactory	200	61.5

Element Data

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.	160	160	0	0	0
Steel Protective Coating	sq. ft.	1,210	968	242	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,008	1,008	0	0	0
Wearing Surfaces	sq. ft.	812	794	18	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	50	50	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	80	80	0	0	0
Steel Protective Coating	sq. ft.	316	316	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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