WEST FORK ROAD over WEST FORK CREEK

Map

Coordinates:
+39.15953, -84.56651
39°09'34" N, 84°33'59" W

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

Name:	WEST FORK ROAD over WEST FORK CREEK
Structure number:	3137090
Location:	AT INT OF W FORK&MONTANA
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	79.1 ft. `[24.1 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Skew angle:	24°
Owner:	County Highway Agency `[02]`
Year built:	1928
Year reconstructed:	1991
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:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,651 `[as of 2015]`
Truck traffic:	3% 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	78.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$27,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Good	Satisfactory	7651	78.6
March 2017	Fair	Good	Good	Satisfactory	7651	78.6
May 2016	Fair	Good	Good	Satisfactory	7651	78.6
April 2015	Fair	Good	Good	Satisfactory	6800	78.8
March 2014	Good	Good	Good	Good	6800	78.8
March 2012	Good	Good	Very Good	Good	6800	71.1
May 2010	Good	Good	Very Good	Good	6800	71.1
April 2009	Good	Good	Very Good	Good	6800	71.1
April 2008	Good	Good	Very Good	Good	6800	71.1
June 2007	Good	Good	Very Good	Good	6800	71.1
May 2006	Good	Good	Very Good	Good	6800	71.1
February 2005	Good	Good	Very Good	Good	6800	71.1
October 2002	Good	Good	Very Good	Good	6800	71.1
October 2001	Good	Good	Very Good	Good	6800	71.1
February 2000	Good	Good	Very Good	Good	6800	70.1
November 1998	Good	Good	Very Good	Very Good	6800	70.1
November 1995	Good	Good	Very Good	Very Good	6800	70.1
October 1993	Good	Good	Very Good	Very Good	6800	70.0
December 1992	Good	Good	Very Good	Very Good	6800	70.0
November 1991	Good	Very Good	Very Good	Very Good	6800	70.0
October 1990	Fair	Fair	Fair	Satisfactory	6800	41.9