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GLASS RUN RD over GLASS RUN

Map

Coordinates:
+40.39031, -79.96374
40°23'25" N, 79°57'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GLASS RUN RD over GLASS RUN
Structure number:000000000001859
Old structure number:023098005007620 (from 1992 edition)
Location:1 1/2 MI FROM GLNWOOD INT
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:19.0 ft. [5.8 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:30°
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 conditions; field review indicates action is required. [4]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:38.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$226,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201638.0PoorPoorPoorPoorSD6692
August 201438.6PoorPoorPoorPoorSD5594
August 201238.6PoorPoorPoorPoorSD5773
August 201038.2PoorPoorPoorPoorSD6391
August 200838.2PoorPoorPoorPoorSD6391
August 200638.2PoorPoorPoorPoorSD6321
August 200446.5PoorPoorPoorPoorSD6216
August 200247.7PoorPoorPoorPoorSD6058
August 200038.6PoorPoorPoorPoorSD7641
August 199838.7PoorPoorPoorPoorSD7506
August 199639.0PoorPoorPoorPoorSD7101
August 199445.2PoorPoorPoorPoorSD6819
August 199245.2PoorPoorPoorPoorSD6712

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.196019600
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.546541500
Substructure
Reinforced Concrete Abutmentlinear ft.9794300
Bearings
Enclosed/Concealed Bearingeach2002000
Bridge Rail
Other Material Bridge Raillinear ft.4235007