Share:

ROSS DRIVE over HORSE TRAIL

Map

Coordinates:
+38.95336, -77.04511
38°57'12" N, 77°02'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROSS DRIVE over HORSE TRAIL
Structure number:3450012P0000000
Location:0.6 MILES FROM JOYCE ROAD
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:100.1 ft. [30.5 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:National Park Service [66]
Year built:1907
Year reconstructed:1968
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2007]
Truck traffic:18% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
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]
Operating rating:38.5 tons [35.0 metric tons]
Inventory rating:23.1 tons [21.0 metric tons]
Sufficiency rating:67.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201567.1FairSatisfactoryGoodSatisfactoryFO1800
June 201367.1FairSatisfactoryGoodSatisfactoryFO1800
June 201167.1FairSatisfactoryGoodSatisfactoryFO1800
June 200967.1FairSatisfactoryGoodSatisfactoryFO1800
July 200767.1FairGoodGoodSatisfactoryFO1800
June 200567.1GoodGoodGoodGoodFO1800
June 200367.1GoodGoodGoodGoodFO1800
June 200167.1GoodGoodGoodGoodFO1800
April 199965.4GoodGoodGoodGoodFO1800