SR 3003 over OVER COLD RUN


+40.88724, -77.14060
40°53'14" N, 77°08'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3003 over OVER COLD RUN
Structure number:000000000033545
Old structure number:593003001026560 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:32.2 ft. [9.8 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2006
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:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:341 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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 conditions; field review indicates action is required. [4]
Sufficiency rating:76.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairGoodSatisfactoryFair34176.9
May 2016FairVery GoodSatisfactoryFair34076.9
May 2014FairVery GoodSatisfactoryFair31876.9
May 2012FairVery GoodSatisfactoryFair32667.5
May 2010FairVery GoodGoodFair32867.0
May 2008FairVery GoodGoodFair41067.0
August 2006FairVery GoodGoodFair39979.4
May 2005FairFairFairFair39965.7
May 2004FairFairFairFair39265.7
May 2003FairFairFairFair38664.7
May 2002FairFairFairFair37964.7
May 2001FairFairFairFair37564.7
May 2000FairFairFairFair37564.7
May 1999FairFairFairFair37569.7
May 1998FairFairFairFair54368.6
May 1997FairFairFairFair53268.6
May 1996FairFairFairFair52268.6
May 1995FairFairFairFair51268.7
May 1994FairFairFairFair50468.7
May 1993FairFairFairFair49768.7
May 1992FairFairFairFair49768.7
May 1991FairFairFairFair48172.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.22116740140
Steel Protective Coatingsq. ft.10,75310,753000
Masonry Abutmentlinear ft.936310200
Timber Decksq. ft.794079400
Wearing Surfacessq. ft.794794000
Movable Bearingeach74300
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach77000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.76611500
Steel Protective Coatingsq. ft.10,75310,753000