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GLASS RUN RD over GLASS RUN CREEK

Map

Coordinates:
+40.38962, -79.94229
40°23'23" N, 79°56'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GLASS RUN RD over GLASS RUN CREEK
Structure number:000000000001860
Old structure number:023098006011250 (from 1992 edition)
Location:NEAR SR 3100
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: August 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,692 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Inventory rating:69.9 tons [63.5 metric tons]
Sufficiency rating:46.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$270,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201646.2PoorPoorPoorPoorSD6692
August 201446.8PoorPoorPoorPoorSD5594
August 201246.6PoorPoorPoorPoorSD5773
August 201046.2PoorPoorPoorPoorSD6391
August 200846.2PoorPoorPoorPoorSD6391
August 200646.2PoorPoorPoorPoorSD6321
August 200446.2PoorPoorPoorPoorSD6216
August 200247.3PoorPoorPoorPoorSD6058
August 200025.6PoorPoorSeriousPoorSD7641
August 199846.5PoorPoorPoorPoorSD7506
August 199646.8PoorPoorPoorPoorSD7101
August 199422.1PoorPoorPoorPoorSD6819
August 199222.3PoorPoorPoorPoorSD6712

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.214214000
Deck
Reinforced Concrete Decksq. ft.729722700
Wearing Surfacessq. ft.662662000
Substructure
Reinforced Concrete Abutmentlinear ft.87067200
Bearings
Enclosed/Concealed Bearingeach2219300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5454000