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SR 3008 over SHERMANS CREEK

Map

Coordinates:
+40.35060, -77.42423
40°21'02" N, 77°25'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3008 over SHERMANS CREEK
Structure number:000000000029660
Old structure number:503008011011650 (from 1992 edition)
Location:ADAIRS BRIDGE, CISNA RUN
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:77.1 ft. [23.5 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:15.1 ft. [4.6 m]
Vertical clearance above deck:8.9 ft. [2.7 m]
Owner:State Highway Agency [01]
Year built:1864
Year reconstructed:2007
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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:Fair
Status:Open, no restriction [A]
Average daily traffic:199 [as of 2017]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:76.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$957,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactoryVery Good19976.8
January 2015GoodVery GoodGoodVery Good20176.8
January 2013GoodVery GoodGoodVery Good20376.8
January 2011GoodVery GoodGoodVery Good21276.8
February 2009GoodVery GoodVery GoodVery Good20976.8
November 2007GoodVery GoodVery GoodVery Good10476.9
January 2007PoorFairPoorPoor10023.9
April 2005PoorFairPoorPoor9823.7
April 2003PoorFairPoorPoor9650.4
November 2002PoorFairPoorPoor33342.5
July 2001PoorFairPoorPoor32942.5
July 2000PoorFairPoorPoor32642.5
January 1999PoorFairPoorFair31842.5
December 1997FairFairFairFair30438.6
January 1997FairFairFairSatisfactory29838.6
March 1996FairFairFairSatisfactory29238.6
December 1994FairFairFairSatisfactory28638.6
February 1993FairFairFairSatisfactory28038.6
January 1992FairFairFairFair26938.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.612612000
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Reinforced Concrete Pier Walllinear ft.2222000
Reinforced Concrete Abutmentlinear ft.4343000
Deck
Timber Decksq. ft.2,1622,162000
Bearings
Elastomeric Bearingeach1212000