COUNTY RT 11/8 over EIGHTEEN MILE CREEK
Map
Coordinates:
+38.65800, -81.7566038°39'29" N, 81°45'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RT 11/8 over EIGHTEEN MILE CREEK |
Structure number: | 00000000040A135 |
Location: | 0.07 MILE E OF CR 11 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 48° |
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: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 44 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 44 | 100.0 |
July 2014 | Good | Good | Good | Good | 40 | 100.0 |
July 2010 | Good | Very Good | Very Good | Good | 17200 | 100.0 |
July 2006 | Good | Very Good | Very Good | Good | 40 | 100.0 |
July 2002 | Good | Very Good | Very Good | Good | 20 | 100.0 |
August 2000 | Good | Very Good | Very Good | Very Good | 20 | 100.0 |