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WOODLAND ROAD over KERSHNER CREEK

Map

Coordinates:
+40.54300, -75.97240
40°32'35" N, 75°58'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODLAND ROAD over KERSHNER CREEK
Structure number:000000000041465
Old structure number:067244075997510 (from 1992 edition)
Location:SOUTH OF HAMBURG
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Skew angle:16°
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:966 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:96.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodVery GoodVery GoodVery Good96696.2
November 2015GoodVery GoodVery GoodVery Good96696.2
November 2013GoodGoodVery GoodVery Good87696.2
November 2011GoodGoodVery GoodVery Good700100.0
November 2009GoodGoodVery GoodVery Good700100.0
November 2007GoodGoodGoodVery Good700100.0
November 2005GoodGoodGoodVery Good700077.0
November 2003GoodVery GoodVery GoodVery Good700077.0
November 2001GoodExcellentVery GoodExcellent700080.2
August 1999Fair-SatisfactorySatisfactory70550.0
September 1997Fair-SatisfactorySatisfactory70550.0
August 1995Fair-SatisfactorySatisfactory11025.6
September 1993Fair-SatisfactorySatisfactory11026.7
September 1991FairSatisfactorySatisfactorySatisfactory11026.7