Share:

US ROUTE 19 over PHARAOH RUN

Map

Coordinates:
+39.54331, -80.11894
39°32'36" N, 80°07'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US ROUTE 19 over PHARAOH RUN
Structure number:00000000025A241
Location:0.16 MI SOUTH CO RT 19/21
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:25.6 ft. [7.8 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Other [9]

Latest Available Inspection: February 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2011]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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]
Sufficiency rating:95.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2015Good7 out of 10210095.5
February 2011Good9 out of 10675095.5
January 2007Good9 out of 102400100.0
February 2003Good9 out of 103000100.0
March 2001Good9 out of 103000100.0