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GLASS RUN RD over GLASS RUN

Map 

Coordinates:
+40.39031, -79.96374
40°23'25" N, 79°57'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:5,594 [as of 2014]
Truck traffic:5% 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:26.8 tons [24.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:38.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201438.6Structurally deficientPoorPoorPoor5594
August 201238.6Structurally deficientPoorPoorPoor5773
August 201038.2Structurally deficientPoorPoorPoor6391
August 200838.2Structurally deficientPoorPoorPoor6391
August 200638.2Structurally deficientPoorPoorPoor6321
August 200446.5Structurally deficientPoorPoorPoor6216
August 200247.7Structurally deficientPoorPoorPoor6058
August 200038.6Structurally deficientPoorPoorPoor7641
August 199838.7Structurally deficientPoorPoorPoor7506
August 199639.0Structurally deficientPoorPoorPoor7101
August 199445.2Structurally deficientPoorPoorPoor6819
August 199245.2Structurally deficientPoorPoorPoor6712