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SR 3010,SPRING CK over OVER WHITNEY RUN

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.84604, -79.56837
41°50'46" N, 79°34'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3010,SPRING CK over OVER WHITNEY RUN
Structure number:000000000034169
Old structure number:613010006004280 (from 1992 edition)
Location:SPRING CREEK TOWNSHIP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:47.9 ft. [14.6 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:517 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 condition. [5]
Sufficiency rating:47.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2014PoorSatisfactoryPoorFair51747.4
July 2012PoorSatisfactoryPoorFair51947.5
July 2010PoorSatisfactoryPoorFair35749.1
July 2008PoorSatisfactoryPoorFair35749.1
July 2006PoorFairPoorFair42846.8
July 2004PoorFairPoorFair50046.2
July 2002PoorFairPoorFair57845.9
August 2000PoorSatisfactoryPoorFair57247.0
August 1998PoorSatisfactoryPoorFair73646.4
August 1996PoorSatisfactoryPoorFair43647.5
January 1995PoorSatisfactoryPoorFair42746.5
August 1993PoorSatisfactoryPoorFair32447.9
February 1993PoorSatisfactoryPoorFair32447.9
March 1991PoorSatisfactoryPoorFair32047.9