ASHLAND MILL RD over PINE HILL CREEK
Map
Coordinates:
+38.24806, -77.1254438°14'53" N, 77°07'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ASHLAND MILL RD over PINE HILL CREEK |
Structure number: | 000000000030898 |
Location: | 1.1MtoRte205-0.8MtoRte679 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 2018 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 120 [as of 2013] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Very Good | Very Good | Very Good | 120 | 79.0 |