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SR 3005 over SHERMANS CREEK

Map

Coordinates:
+40.33398, -77.47046
40°20'02" N, 77°28'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3005 over SHERMANS CREEK
Structure number:000000000029647
Old structure number:503005002021170 (from 1992 edition)
Location:1.5 MI.S. OF ANDERSONBURG
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:99.1 ft. [30.2 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Vertical clearance above deck:9.8 ft. [3.0 m]
Owner:State Highway Agency [01]
Year built:1880
Year reconstructed:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:113 [as of 2017]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:76.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$791,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodVery Good11376.9
January 2015GoodVery GoodGoodVery Good8376.9
January 2013GoodVery GoodGoodVery Good8476.9
January 2011GoodVery GoodGoodVery Good13176.9
February 2009GoodVery GoodVery GoodVery Good12976.9
February 2008PoorFairPoorPoor12615.8
January 2007PoorFairPoorPoor3017.5
April 2005PoorFairPoorPoor2917.5
April 2003PoorFairPoorPoor2817.5
November 2002PoorFairPoorPoor2716.3
July 2001PoorFairPoorPoor2716.3
July 2000FairSatisfactoryFairFair2719.7
January 1999FairSatisfactoryFairFair2727.4
December 1997FairSatisfactoryFairFair18318.1
January 1997FairSatisfactoryFairFair17918.1
March 1996FairSatisfactoryFairFair17518.2
May 1994FairGoodFairFair17118.3
February 1993FairGoodFairFair16718.3
January 1992PoorSatisfactoryPoorFair15918.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.493493000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.6868000
Deck
Timber Decksq. ft.1,3741,374000
Bearings
Elastomeric Bearingeach55000