US 301 over POTOMAC RIVER
Map
Coordinates:
+38.35913, -77.0152438°21'33" N, 77°00'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 301 over POTOMAC RIVER |
Structure number: | 000000000031104 |
Location: | US 301 over Potomac River |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Tolls: | Yes [1] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 10054.6 ft. [3064.5 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Vertical clearance above deck: | 15.1 ft. [4.6 m] |
Vertical clearance below bridge: | 39.4 ft. [12.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Year reconstructed: | 1984 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Closed Grating [4] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,933 [as of 2017] |
Truck traffic: | 7% 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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 41.0 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $18,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Fair | Fair | 17933 | 41.0 |
March 2018 | Fair | Fair | Fair | Satisfactory | 17850 | 43.0 |