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SR 62,MAIN ST over OVER SANDY CREEK TRIB

Map

Coordinates:
+41.34844, -80.05867
41°20'54" N, 80°03'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 62,MAIN ST over OVER SANDY CREEK TRIB
Structure number:000000000025725
Old structure number:430062067027350 (from 1992 edition)
Location:SANDY LAKE TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:State Highway Agency [01]
Year built:1923
Year reconstructed:1949
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,515 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:70.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$133,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactoryPoorSatisfactory151570.4
April 2015FairSatisfactorySatisfactorySatisfactory154497.6
April 2013PoorSatisfactoryPoorSatisfactory154470.4
April 2011PoorSatisfactoryPoorSatisfactory215869.1
April 2009PoorSatisfactoryPoorSatisfactory220270.1
April 2007PoorSatisfactoryPoorSatisfactory232170.0
April 2005PoorSatisfactoryPoorSatisfactory227170.1
April 2003PoorSatisfactoryPoorSatisfactory248669.0
April 2001FairSatisfactoryFairSatisfactory242582.2
April 1999FairSatisfactoryFairSatisfactory242582.2
April 1997FairSatisfactoryFairSatisfactory328383.9
March 1995FairSatisfactorySatisfactorySatisfactory310690.9
March 1993FairSatisfactoryFairSatisfactory374379.5
April 1991FairSatisfactorySatisfactoryFair366879.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2131190184
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.1,1471,1361100
Wearing Surfacessq. ft.991991000
Substructure
Reinforced Concrete Abutmentlinear ft.7066400
Masonry Abutmentlinear ft.3303300
Bearings
Movable Bearingeach1818000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.5247500