IH USH 51-IH 39 NB over STH 73

Map

Coordinates:
+44.21357, -89.52432
44°12'49" N, 89°31'28" W

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

Name:	IH USH 51-IH 39 NB over STH 73
Structure number:	B69002200000000
Location:	5.8M N JCT CTH V TO E
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	86.9 ft. `[26.5 m]`
Total length:	175.9 ft. `[53.6 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:	16.4 ft. `[5.0 m]`
Skew angle:	3°
Owner:	State Highway Agency `[01]`
Year built:	1984
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:	2
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:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	15,200 `[as of 2016]`
Truck traffic:	18% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	96.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Good	Satisfactory	15200	96.1
June 2016	Fair	Good	Good	Satisfactory	6800	98.0
June 2014	Fair	Good	Good	Satisfactory	7900	98.0
June 2012	Good	Good	Good	Good	7900	98.0
June 2010	Good	Good	Good	Good	7900	98.0
June 2008	Good	Good	Good	Good	7900	98.0
July 2006	Good	Good	Good	Good	7900	98.0
October 2004	Good	Good	Good	Good	7900	98.0
October 2002	Good	Good	Good	Good	9125	98.0
August 2001	Good	Good	Good	Good	9125	98.0
October 2000	Good	Very Good	Very Good	Good	9125	98.0
October 1998	Fair	Very Good	Very Good	Satisfactory	9125	100.0
September 1997	Fair	Very Good	Very Good	Satisfactory	9125	100.0
April 1996	Fair	Very Good	Very Good	Satisfactory	9125	100.0
September 1995	Fair	Very Good	Very Good	Satisfactory	9125	100.0
October 1994	Fair	Very Good	Very Good	Satisfactory	9125	100.0
April 1993	Fair	Very Good	Very Good	Satisfactory	4510	100.0
June 1992	Fair	Very Good	Very Good	Satisfactory	4510	100.0
May 1991	Good	Very Good	Very Good	Very Good	3670	100.0

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.	1,056	1,018	38	0	0
Deck
Reinforced Concrete Deck	sq. ft.	7,559	7,402	145	12	0
Wearing Surfaces	sq. ft.	14,064	14,064	0	0	0
Substructure
Reinforced Concrete Column	each	3	3	0	0	0
Reinforced Concrete Abutment	linear ft.	85	69	13	3	0
Reinforced Concrete Pier Cap	linear ft.	42	41	1	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	351	347	4	0	0