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EAST PEALE AVENUE over FISHING CREEK

Map

Coordinates:
+41.10950, -77.48650
41°06'34" N, 77°29'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST PEALE AVENUE over FISHING CREEK
Structure number:000000000012416
Old structure number:187405161200050 (from 1992 edition)
Location:200FT E. RT. 64:MILL HALL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:63.0 ft. [19.2 m]
Total length:189.0 ft. [57.6 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:350 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:30.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$426,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017PoorSeriousSeriousFair35030.3
August 2015PoorSeriousSeriousFair35030.4
August 2013PoorSeriousSeriousFair35030.4
August 2011PoorPoorSeriousFair35032.4
August 2009PoorPoorPoorFair35032.4
August 2007PoorPoorPoorFair35062.5
September 2005FairSatisfactorySatisfactoryFair35081.5
September 2003FairSatisfactorySatisfactoryFair35081.5
September 2001Fair-SatisfactoryFair35081.5
September 1999Fair-SatisfactoryFair35081.5
September 1997Fair-SatisfactoryFair35081.5
September 1995Fair-SatisfactoryFair35081.2
October 1993Fair-SatisfactoryFair35081.2
January 1992FairGoodSatisfactoryGood35092.2