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RTE 168 over FULMER CREEK

Herkimer County, New York

Map

Coordinates:
+42.96744, -74.92976
42°58'03" N, 74°55'47" W

Facts

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

Name:	RTE 168 over FULMER CREEK
Structure number:	000000001051340
Location:	4.7M SE JCT RTS 28&168
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	59.7 ft. `[18.2 m]`
Total length:	65.9 ft. `[20.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1987
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[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]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	458 `[as of 2014]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	97.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$879,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Very Good	Very Good	458	97.5
May 2015	Good	Good	Very Good	Very Good	461	92.6
April 2013	Good	Good	Very Good	Very Good	456	91.3
April 2011	Good	Good	Very Good	Very Good	440	91.3
April 2009	Good	Very Good	Very Good	Excellent	568	90.1
March 2009	Good	Very Good	Very Good	Excellent	568	90.1
April 2007	Good	Good	Good	Excellent	572	91.1
April 2005	Good	Very Good	Very Good	Excellent	569	90.1
April 2003	Good	Very Good	Very Good	Excellent	605	91.1
May 2001	Good	Excellent	Very Good	Excellent	593	97.4
April 1999	Good	Very Good	Good	Very Good	565	97.4
April 1997	Good	-	Very Good	Good	559	98.4
April 1995	Fair	-	Very Good	Satisfactory	592	98.4
May 1993	Fair	-	Satisfactory	Fair	592	87.3
April 1991	Fair	-	Satisfactory	Fair	471	87.4

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	502	466	35	1	0
Deck
Reinforced Concrete Deck	sq. ft.	2,142	2,089	24	29	0
Wearing Surfaces	sq. ft.	1,987	1,987	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	112	107	5	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	5	0	5	0	0
Bearings
Elastomeric Bearing	each	16	12	3	1	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	132	132	0	0	0
Steel Protective Coating	sq. ft.	462	0	370	92	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1380128