IH USH51-IH39 NB over LRD CZECH AVE

Map

Coordinates:
+43.99643, -89.49784
43°59'47" N, 89°29'52" W

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

Name:	IH USH51-IH39 NB over LRD CZECH AVE
Structure number:	B69001700000000
Location:	2.8M N JCT CTH Z
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	49.5 ft. `[15.1 m]`
Total length:	111.2 ft. `[33.9 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:	8°
Owner:	State Highway Agency `[01]`
Year built:	1986
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:	Concrete `[1]`
Main spans design:	Slab `[01]`
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:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	97.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Good	5800	97.2
June 2016	Good	Good	Good	Good	5800	97.2
June 2014	Good	Good	Good	Very Good	6900	97.7
June 2012	Good	Good	Good	Very Good	6900	97.7
June 2010	Good	Good	Good	Very Good	6900	97.7
June 2008	Good	Good	Good	Very Good	6900	97.7
June 2006	Good	Good	Good	Very Good	6900	97.7
October 2004	Good	Good	Good	Very Good	6900	97.7
October 2002	Good	Good	Good	Very Good	9045	97.6
August 2001	Good	Good	Good	Very Good	9045	97.2
November 2000	Good	Good	Good	Very Good	9045	97.2
September 1998	Good	Good	Good	Very Good	9045	99.2
November 1997	Good	Good	Good	Very Good	9045	99.2
August 1996	Good	Good	Very Good	Very Good	9045	99.2
September 1995	Good	Very Good	Very Good	Very Good	9045	99.3
April 1994	Good	Very Good	Very Good	Very Good	9045	99.3
September 1993	Good	Very Good	Very Good	Very Good	3580	99.7
July 1992	Good	Very Good	Very Good	Good	3580	99.7
August 1991	Good	Very Good	Very Good	Good	3180	99.8

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	8	8	0	0	0
Reinforced Concrete Abutment	linear ft.	85	83	1	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	261	246	15	0	0
Deck
Reinforced Concrete Slab	sq. ft.	4,785	4,622	83	80	0
Wearing Surfaces	sq. ft.	4,785	3,294	1,469	6	16