TUCKER CR 39 (SLS) over LAUREL RUN
Map
Coordinates:
+39.05063, -79.7206139°03'02" N, 79°43'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TUCKER CR 39 (SLS) over LAUREL RUN |
Structure number: | 00000000047A076 |
Location: | 0.03 MI S JCT CR 39/3 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 45.3 ft. [13.8 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 373 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 82.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 373 | 82.4 |
September 2013 | Good | Good | Good | Good | 300 | 82.5 |
September 2009 | Good | Good | Good | Good | 290 | 82.6 |
September 2007 | Good | Good | Good | Good | 290 | 82.6 |
September 2005 | Good | Very Good | Very Good | Good | 550 | 83.7 |