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CLIFTON AVENUE over MILL CREEK (CLIFTON AV)

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

Facts 

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:Collector (Urban) [17]
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:13,764 [as of 1995]
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:Equal to present minimum criteria [6]
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]
Operating rating:99.1 tons [90.1 metric tons]
Inventory rating:59.2 tons [53.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$100,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201576.9Functionally obsoleteVery GoodExcellentVery Good13764
July 201476.9Functionally obsoleteVery GoodExcellentVery Good13764
August 201376.9Functionally obsoleteVery GoodExcellentVery Good13764
August 201276.9Functionally obsoleteVery GoodExcellentVery Good13764
October 201176.9Functionally obsoleteExcellentExcellentVery Good13764
November 201068.8Functionally obsoleteExcellentExcellentVery Good13764
June 200950.3Structurally deficientPoorFairSatisfactory13764
April 200850.3Structurally deficientPoorFairSatisfactory13764
May 200750.3Structurally deficientPoorFairSatisfactory13764
April 200652.6Functionally obsoleteFairFairSatisfactory13764
February 200552.6Functionally obsoleteFairFairSatisfactory13764
March 200352.6Functionally obsoleteFairFairSatisfactory13764
April 200252.6Functionally obsoleteFairFairSatisfactory13764
March 200052.6Functionally obsoleteFairFairSatisfactory13764
November 199865.8Functionally obsoleteSatisfactorySatisfactorySatisfactory13764
October 199569.5Functionally obsoleteSatisfactorySatisfactorySatisfactory2800
November 199369.6Functionally obsoleteSatisfactorySatisfactorySatisfactory2800
December 199270.6Functionally obsoleteSatisfactorySatisfactorySatisfactory2800
November 199170.6Functionally obsoleteSatisfactorySatisfactoryGood2800
October 199069.6Functionally obsoleteSatisfactorySatisfactoryGood2800