CA0515 12TH over WEST BRANCH NIMISHILLEN

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.81000, -81.39167
40°48'36" N, 81°23'30" W

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

Name:	CA0515 12TH over WEST BRANCH NIMISHILLEN
Structure number:	7631324
Location:	0.3 MI. W. OF FULTON DR.
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	78.1 ft. `[23.8 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	48.9 ft. `[14.9 m]`
Skew angle:	13°
Owner:	County Highway Agency `[02]`
Year built:	1929
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	10,695 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	41.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2016	Poor	Poor	Poor	Fair	10695	41.5
September 2015	Poor	Poor	Poor	Fair	9000	42.7
November 2014	Poor	Poor	Poor	Fair	9000	42.7
September 2013	Poor	Poor	Poor	Fair	9000	42.7
November 2012	Poor	Poor	Poor	Fair	12900	39.9
October 2011	Poor	Poor	Poor	Fair	12900	57.7
November 2010	Poor	Poor	Poor	Fair	12900	47.4
November 2009	Poor	Poor	Poor	Fair	12900	47.5
December 2008	Poor	Poor	Poor	Fair	12900	47.5
January 2007	Poor	Fair	Poor	Fair	12900	49.9
February 2006	Poor	Serious	Poor	Fair	12900	45.1
November 2004	Poor	Serious	Poor	Poor	12900	45.1
February 2003	Fair	Fair	Fair	Fair	12900	58.2
November 2000	Fair	Fair	Fair	Fair	13000	59.2
October 1999	Fair	Fair	Fair	Satisfactory	13000	59.2
September 1998	Fair	Satisfactory	Satisfactory	Good	13000	70.2
October 1997	Fair	Satisfactory	Satisfactory	Good	13000	70.2
October 1995	Good	Good	Good	Very Good	13000	67.2
October 1994	Fair	Satisfactory	Satisfactory	Very Good	13000	67.2
October 1993	Fair	Satisfactory	Satisfactory	Good	13000	67.2
October 1992	Fair	Satisfactory	Satisfactory	Good	13000	67.2
August 1991	Good	Good	Good	Very Good	13000	67.2