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SAW MILL RUN BL over SAW MILL RUN

Map 

Coordinates:
+40.43333, -80.01667
40°25'60" N, 80°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAW MILL RUN BL over SAW MILL RUN
Structure number:000000000000531
Old structure number:020019025008490 (from 1992 edition)
Location:19&51 SB @ W.END CIRCLE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:64.0 ft. [19.5 m]
Total length:64.0 ft. [19.5 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:6,434 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:88.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201588.0Not deficient---6434
February 201388.0Not deficient---6505
February 201187.6Not deficient---8920
February 200970.8Structurally deficient---10583
February 200736.1Functionally obsolete---10583