SPOTSWOOD FURNACE over LAROQUE RUN
Map
Coordinates:
+38.33000, -77.6125338°19'48" N, 77°36'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPOTSWOOD FURNACE over LAROQUE RUN |
Structure number: | 000000000030070 |
Location: | 1.0M Rt618 - 0.9M Rt616 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.8 ft. [10.0 m] |
Total length: | 35.1 ft. [10.7 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 242 [as of 2005] |
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: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Very Good | Very Good | Very Good | 242 | 89.9 |
September 2016 | Good | Very Good | Very Good | Very Good | 242 | 89.9 |
September 2014 | Good | Very Good | Very Good | Very Good | 242 | 89.9 |