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CLIFTON AVENUE over MILL CREEK (CLIFTON AV)

Map

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

Facts

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]

Latest Available Inspection: August 2018

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018GoodVery GoodExcellentVery Good469179.6
June 2017GoodVery GoodExcellentVery Good469179.6
October 2016GoodVery GoodExcellentVery Good469179.6
October 2015GoodVery GoodExcellentVery Good1376476.9
July 2014GoodVery GoodExcellentVery Good1376476.9
August 2013GoodVery GoodExcellentVery Good1376476.9
August 2012GoodVery GoodExcellentVery Good1376476.9
October 2011GoodExcellentExcellentVery Good1376476.9
November 2010GoodExcellentExcellentVery Good1376468.8
June 2009PoorPoorFairSatisfactory1376450.3
April 2008PoorPoorFairSatisfactory1376450.3
May 2007PoorPoorFairSatisfactory1376450.3
April 2006FairFairFairSatisfactory1376452.6
February 2005FairFairFairSatisfactory1376452.6
March 2003FairFairFairSatisfactory1376452.6
April 2002FairFairFairSatisfactory1376452.6
March 2000FairFairFairSatisfactory1376452.6
November 1998FairSatisfactorySatisfactorySatisfactory1376465.8
October 1995FairSatisfactorySatisfactorySatisfactory280069.5
November 1993FairSatisfactorySatisfactorySatisfactory280069.6
December 1992FairSatisfactorySatisfactorySatisfactory280070.6
November 1991FairSatisfactorySatisfactoryGood280070.6
October 1990FairSatisfactorySatisfactoryGood280069.6