USH 2 over N FISH CREEK

Map

Coordinates:
+46.57851, -90.96607
46°34'43" N, 90°57'58" W

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

Name:	USH 2 over N FISH CREEK
Structure number:	B04002200000000
Location:	2.0M E JCT STH 137 (B)
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	137.8 ft. `[42.0 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.9 ft. `[14.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1977
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	6,800 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Poor `[4 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	91.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$865,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Poor	Poor	Good	Good	6800	91.7
April 2015	Poor	Poor	Good	Good	6800	91.7
May 2014	Poor	Poor	Good	Good	6800	91.7
May 2012	Fair	Fair	Good	Good	7200	92.6
May 2010	Good	Good	Good	Good	6500	84.6
May 2008	Good	Good	Good	Good	6500	84.6
May 2006	Good	Good	Good	Good	6420	84.8
September 2004	Good	Good	Good	Good	6420	84.8
October 2003	Good	Good	Good	Good	6420	84.8
May 2002	Good	Good	Good	Good	6420	84.8
June 2000	Good	Good	Good	Good	6000	85.4
September 1999	Good	Good	Good	Very Good	2300	89.3
November 1998	Good	Very Good	Very Good	Very Good	2300	89.3
July 1997	Fair	Satisfactory	Very Good	Very Good	2300	89.3
May 1996	Good	Very Good	Very Good	Very Good	5135	84.8
May 1995	Good	Very Good	Very Good	Very Good	5135	84.8
April 1994	Good	Very Good	Very Good	Very Good	5135	84.8
July 1993	Good	Very Good	Very Good	Very Good	6190	83.1
September 1992	Good	Very Good	Very Good	Very Good	4180	86.3
February 1992	Good	Very Good	Very Good	Very Good	4180	86.3

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 Girder/Beam	linear ft.	807	807	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,582	6,382	200	0	0
Wearing Surfaces	sq. ft.	6,582	4,136	2,446	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	88	84	4	0	0
Reinforced Concrete Abutment	linear ft.	94	82	8	4	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	275	235	20	20	0