IH USH51-IH39 SB over CTH CH

Map

Coordinates:
+44.02667, -89.52167
44°01'36" N, 89°31'18" W

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

Name:	IH USH51-IH39 SB over CTH CH
Structure number:	B69000700000000
Location:	0.5M S JCT STH 21 TO W
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	74.2 ft. `[22.6 m]`
Total length:	204.1 ft. `[62.2 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	56°
Owner:	State Highway Agency `[01]`
Year built:	1957
Year reconstructed:	1998
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,800 `[as of 2016]`
Truck traffic:	20% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Good	Satisfactory	5800	91.0
June 2016	Fair	Satisfactory	Good	Satisfactory	5800	91.0
June 2014	Fair	Satisfactory	Satisfactory	Fair	7400	80.6
June 2012	Fair	Good	Satisfactory	Satisfactory	7400	91.6
June 2010	Fair	Good	Satisfactory	Satisfactory	7400	91.6
June 2008	Fair	Good	Satisfactory	Good	7400	91.6
June 2006	Fair	Good	Satisfactory	Good	7400	88.6
October 2004	Fair	Good	Satisfactory	Good	7400	88.6
October 2002	Fair	Good	Satisfactory	Good	9045	88.5
August 2001	Fair	Good	Satisfactory	Good	9045	90.1
November 2000	Fair	Good	Satisfactory	Good	9045	90.1
July 1998	Fair	Very Good	Satisfactory	Good	9045	90.1
November 1997	Fair	Fair	Satisfactory	Satisfactory	9045	74.0
August 1996	Fair	Fair	Good	Good	9045	74.0
July 1995	Fair	Fair	Good	Very Good	9045	74.9
May 1994	Fair	Satisfactory	Very Good	Very Good	9045	75.9
September 1993	Fair	Satisfactory	Very Good	Very Good	4110	76.4
October 1992	Fair	Satisfactory	Very Good	Very Good	4110	76.4
September 1991	Fair	Satisfactory	Very Good	Very Good	2920	76.5

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.	1,170	1,166	0	4	0
Steel Protective Coating	sq. ft.	11,181	11,178	0	3	0
Deck
Reinforced Concrete Deck	sq. ft.	8,772	8,098	674	0	0
Wearing Surfaces	sq. ft.	8,772	8,767	5	0	0
Substructure
Reinforced Concrete Column	each	8	6	2	0	0
Reinforced Concrete Abutment	linear ft.	133	119	11	3	0
Reinforced Concrete Pier Cap	linear ft.	141	139	2	0	0
Joints
Strip Seal Joint	linear ft.	141	65	70	0	6
Bearings
Elastomeric Bearing	each	12	9	3	0	0
Movable Bearing	each	6	6	0	0	0
Fixed Bearing	each	6	6	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	406	322	84	0	0