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SR 62,MAIN ST over OVER SANDY CREEK TRIB

Map

Coordinates:
+41.34842, -80.05865
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 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,544 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:97.6
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201597.6FairSatisfactorySatisfactorySatisfactory-1544
April 201370.4PoorSatisfactoryPoorSatisfactorySD1544
April 201169.1PoorSatisfactoryPoorSatisfactorySD2158
April 200970.1PoorSatisfactoryPoorSatisfactorySD2202
April 200770.0PoorSatisfactoryPoorSatisfactorySD2321
April 200570.1PoorSatisfactoryPoorSatisfactorySD2271
April 200369.0PoorSatisfactoryPoorSatisfactorySD2486
April 200182.2FairSatisfactoryFairSatisfactory-2425
April 199982.2FairSatisfactoryFairSatisfactory-2425
April 199783.9FairSatisfactoryFairSatisfactory-3283
March 199590.9FairSatisfactorySatisfactorySatisfactory-3106
March 199379.5FairSatisfactoryFairSatisfactory-3743
April 199179.6FairSatisfactorySatisfactoryFair-3668

Element Data

Source: National Bridge Elements dataset, 2016 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