CR 11 over EIGHTEEN MILE CREEK
Map
Coordinates:
+38.61766, -81.8482038°37'04" N, 81°50'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 11 over EIGHTEEN MILE CREEK |
Structure number: | 00000000040A010 |
Location: | 0.12 MI W OF CR 34/8 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 98.4 ft. [30.0 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
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: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [as of 2013] |
Truck traffic: | 4% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 81.7 |
Recommended work: | Bridge deck rehabilitation with only incidental widening. [36] |
Estimated cost of work: | $350,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2016 | Good | Very Good | Very Good | Good | 450 | 81.7 |
June 2012 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
July 2008 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
August 2004 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
August 2000 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
September 1998 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
October 1996 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
November 1994 | Good | Very Good | Very Good | Very Good | 300 | 81.8 |
January 1993 | Good | Excellent | Very Good | Very Good | 350 | 81.8 |
February 1991 | Good | Excellent | Excellent | Very Good | 350 | 82.8 |