USR-20 over TEN MILE CREEK

Map

Coordinates:
+41.67115, -83.98301
41°40'16" N, 83°58'59" W

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

Name:	USR-20 over TEN MILE CREEK
Structure number:	2600374
Location:	3.75 mi. East of SR 109
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	44.0 ft. `[13.4 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Skew angle:	39°
Owner:	State Highway Agency `[01]`
Year built:	1983
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	5,183 `[as of 2015]`
Truck traffic:	24% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	97.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	5183	97.5
October 2017	Fair	Satisfactory	Satisfactory	Good	5183	97.5
October 2016	Fair	Satisfactory	Satisfactory	Good	5183	96.5
November 2015	Fair	Satisfactory	Satisfactory	Good	4740	97.7
November 2014	Fair	Satisfactory	Satisfactory	Good	4740	97.7
November 2013	Fair	Satisfactory	Satisfactory	Good	4740	97.7
November 2012	Fair	Satisfactory	Satisfactory	Good	4740	93.7
November 2011	Fair	Satisfactory	Satisfactory	Good	5030	92.6
November 2010	Fair	Satisfactory	Satisfactory	Good	5030	94.6
November 2009	Fair	Satisfactory	Satisfactory	Good	5030	94.6
December 2008	Fair	Satisfactory	Satisfactory	Good	5260	94.5
November 2007	Fair	Satisfactory	Satisfactory	Good	5260	94.5
November 2006	Good	Good	Good	Good	5260	94.5
November 2005	Good	Good	Good	Good	5840	94.3
November 2004	Good	Good	Good	Good	8370	93.6
November 2003	Good	Good	Good	Good	8370	93.6
November 2001	Good	Good	Good	Good	8370	93.6
December 1999	Good	Good	Good	Good	8370	95.6
November 1998	Good	Good	Good	Good	4723	97.7
December 1997	Good	Good	Good	Good	4723	98.7
November 1995	Good	Good	Good	Good	5226	97.4
November 1994	Fair	Satisfactory	Good	Good	5226	97.4
January 1994	Fair	Satisfactory	Good	Good	5226	97.4
December 1992	Fair	Satisfactory	Good	Good	5226	97.4
November 1991	Good	Good	Very Good	Very Good	5226	97.4

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 Closed Web/Box Girder	linear ft.	440	436	4	0	0
Wearing Surfaces	sq. ft.	1,764	1,764	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	104	104	0	0	0
Bearings
Elastomeric Bearing	each	40	40	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	88	88	0	0	0