CHERRY RUN ROAD over CHERRY RUN
Map
Coordinates:
+40.84670, -77.3542040°50'48" N, 77°21'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHERRY RUN ROAD over CHERRY RUN |
Structure number: | 000000000044426 |
Location: | 350 FT NORTH OF SR 3002 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 24.9 ft. [7.6 m] |
Skew angle: | 51° |
Owner: | State Park, Forest, or Reservation Agency [11] |
Year built: | 2007 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15 [as of 2012] |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2016 | Good | 7 out of 10 | 15 | 100.0 |
October 2014 | Good | 7 out of 10 | 15 | 100.0 |
October 2012 | Good | 7 out of 10 | 15 | 100.0 |
December 2010 | Good | 8 out of 10 | 15 | 98.0 |