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R252 SE ACCESS RD over LEWIS CREEK

Map

Coordinates:
+38.13286, -79.08911
38°07'58" N, 79°05'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:R252 SE ACCESS RD over LEWIS CREEK
Structure number:000000000025058
Location:.01M R252 - .10M DEAD END
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 1998]
Structural appraisal:Better than present minimum criteria [7]
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]
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:94.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 101094.9
April 2015Good7 out of 101094.9
April 2013Good7 out of 101094.9
April 2011Good7 out of 101094.9
April 2009Good7 out of 101094.9
April 2007Good8 out of 101094.9
April 2005Good8 out of 1010100.0
April 2003Good8 out of 1010100.0
April 2001Good8 out of 1010100.0
April 1999Good8 out of 1010100.0
August 1997Good8 out of 1010100.0