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JOHN MOSBY HWY over TRIB SHENANDOAH RIVER

Map

Coordinates:
+39.02460, -77.97561
39°01'29" N, 77°58'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:JOHN MOSBY HWY over TRIB SHENANDOAH RIVER
Structure number:000000000005383
Location:0.60 TO 600 - 0.60 TO 606
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:24.0 ft. [7.3 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,106 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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 the assessed or calculated scour condition. [8]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:69.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201769.0Good7 out of 10-13106
March 201569.0Good7 out of 10-13106
March 201369.0Good7 out of 10-15002
March 201170.0Good7 out of 10-15002
February 200969.0Good7 out of 10-15002
November 200659.0Fair5 out of 10-13470
December 200474.0Fair5 out of 10-14386
January 200374.0Fair5 out of 10-16264
January 200172.0Fair5 out of 10-16536
December 199872.0Fair5 out of 10-16536
December 199672.0Fair5 out of 10-13000
December 199483.0Fair6 out of 10-13000
December 199283.0Fair6 out of 10-12600
December 199083.0Fair6 out of 10-9260