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T318(NARROW GOUGE) over E.BRANCH WYALUSING CREEK

Map

Coordinates:
+41.79850, -75.98630
41°47'55" N, 75°59'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T318(NARROW GOUGE) over E.BRANCH WYALUSING CREEK
Structure number:000000000032715
Old structure number:577217031801180 (from 1992 edition)
Location:3 MI NE OF RUSH TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:81.0 ft. [24.7 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2011]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:95.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$704,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood5095.0
May 2015GoodGoodGoodGood5095.0
June 2013GoodGoodGoodGood5095.0
June 2011GoodGoodGoodGood5095.0
June 2009GoodVery GoodGoodGood5094.0
June 2007GoodVery GoodGoodGood5094.0
June 2005GoodVery GoodGoodVery Good5095.0
July 2003GoodVery GoodGoodVery Good5095.0
July 2001GoodVery GoodGoodVery Good5094.0
August 1999GoodVery GoodGoodVery Good5094.0
October 1997GoodVery GoodGoodVery Good5094.0
September 1995GoodVery GoodGoodVery Good5095.0
August 1993GoodVery GoodVery GoodVery Good5095.0
August 1991GoodExcellentExcellentExcellent5095.0