USR-20 over SPRING BROOK

Map

Coordinates:
+41.67427, -84.27283
41°40'27" N, 84°16'22" W

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

Name:	USR-20 over SPRING BROOK
Structure number:	2600226
Location:	4.51 mi. East of USR 127
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	60.0 ft. `[18.3 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,703 `[as of 2015]`
Truck traffic:	27% of total traffic
Deck condition:	Good `[7 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:	Better than present minimum criteria `[7]`
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:	93.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	2703	93.6
October 2017	Good	Good	Good	Good	2703	93.6
October 2016	Good	Good	Good	Very Good	2703	92.6
November 2015	Good	Good	Good	Very Good	3010	91.9
November 2014	Fair	Satisfactory	Satisfactory	Good	3010	91.9
November 2013	Fair	Satisfactory	Satisfactory	Good	3010	91.9
November 2012	Fair	Satisfactory	Satisfactory	Good	3010	90.9
November 2011	Fair	Satisfactory	Satisfactory	Good	3130	90.6
November 2010	Fair	Satisfactory	Satisfactory	Good	3130	90.6
November 2009	Good	Good	Good	Good	3130	90.6
December 2008	Good	Good	Good	Good	3070	90.8
November 2007	Good	Good	Good	Good	3070	90.8
November 2006	Good	Good	Good	Good	3070	90.8
November 2005	Good	Good	Good	Good	3890	88.8
November 2004	Good	Good	Good	Good	4200	88.1
November 2003	Good	Good	Good	Good	4200	88.1
November 2001	Good	Good	Good	Good	4200	88.1
December 1999	Fair	Good	Good	Satisfactory	4200	90.1
November 1998	Fair	Good	Good	Satisfactory	4290	89.9
November 1997	Fair	Satisfactory	Satisfactory	Satisfactory	4290	89.9
November 1995	Fair	Good	Good	Satisfactory	2290	94.6
November 1994	Good	Good	Good	Good	2290	94.6
January 1994	Good	Good	Good	Good	2290	94.6
December 1992	Good	Good	Good	Good	2290	94.6
November 1991	Good	Good	Good	Good	2290	94.6

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 Abutment	linear ft.	88	86	2	0	0
Steel Pile	each	16	16	0	0	0
Reinforced Concrete Pier Cap	linear ft.	88	88	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	120	0	120	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,640	2,540	84	16	0
Wearing Surfaces	sq. ft.	2,640	2,640	0	0	0