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MCNEILLY ROAD over SAW MILL RUN

Map

Coordinates:
+40.37808, -80.00404
40°22'41" N, 80°00'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:MCNEILLY ROAD over SAW MILL RUN
Structure number:000000000002511
Old structure number:027301511628590 (from 1992 edition)
Location:SW09 SAW MILL RUN NO. 9
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1932
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,913 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:51.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$52,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201551.7FairFairFairFairFO13913
November 201351.5FairFairFairFairFO13913
November 201151.7FairFairFairFairFO13913
November 200951.7FairFairFairFairFO13913
November 200751.7FairFairFairFairFO13913
November 200551.4FairFairFairFairFO13913
November 200351.4FairFairFairFairFO13913
November 200159.8FairFairFairFairFO13913
December 199959.8FairFairFairFairFO13913
January 199841.8PoorPoorPoorPoorSD13913
February 199641.8PoorPoorPoorPoorSD13913
March 199441.1PoorPoorPoorPoorSD13913
October 199341.1PoorPoorPoorPoorSD13913
October 199140.0PoorPoorPoorFairSD13700