CLIFTON AVENUE over MILL CREEK (CLIFTON AV)

Map

Coordinates:
+39.16339, -84.51647
39°09'48" N, 84°30'59" W

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

Name:	CLIFTON AVENUE over MILL CREEK (CLIFTON AV)
Structure number:	3136353
Location:	300FT S OF INT SPR GR&CL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	126.0 ft. `[38.4 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	49.5 ft. `[15.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1935
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,691 `[as of 2015]`
Truck traffic:	9% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	79.6
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$100,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Good	Very Good	Excellent	Very Good	4691	79.6
June 2017	Good	Very Good	Excellent	Very Good	4691	79.6
October 2016	Good	Very Good	Excellent	Very Good	4691	79.6
October 2015	Good	Very Good	Excellent	Very Good	13764	76.9
July 2014	Good	Very Good	Excellent	Very Good	13764	76.9
August 2013	Good	Very Good	Excellent	Very Good	13764	76.9
August 2012	Good	Very Good	Excellent	Very Good	13764	76.9
October 2011	Good	Excellent	Excellent	Very Good	13764	76.9
November 2010	Good	Excellent	Excellent	Very Good	13764	68.8
June 2009	Poor	Poor	Fair	Satisfactory	13764	50.3
April 2008	Poor	Poor	Fair	Satisfactory	13764	50.3
May 2007	Poor	Poor	Fair	Satisfactory	13764	50.3
April 2006	Fair	Fair	Fair	Satisfactory	13764	52.6
February 2005	Fair	Fair	Fair	Satisfactory	13764	52.6
March 2003	Fair	Fair	Fair	Satisfactory	13764	52.6
April 2002	Fair	Fair	Fair	Satisfactory	13764	52.6
March 2000	Fair	Fair	Fair	Satisfactory	13764	52.6
November 1998	Fair	Satisfactory	Satisfactory	Satisfactory	13764	65.8
October 1995	Fair	Satisfactory	Satisfactory	Satisfactory	2800	69.5
November 1993	Fair	Satisfactory	Satisfactory	Satisfactory	2800	69.6
December 1992	Fair	Satisfactory	Satisfactory	Satisfactory	2800	70.6
November 1991	Fair	Satisfactory	Satisfactory	Good	2800	70.6
October 1990	Fair	Satisfactory	Satisfactory	Good	2800	69.6