CR 34/8 over EIGHTEENMILE CREEK
Map
Coordinates:
+38.61750, -81.8433338°37'03" N, 81°50'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 34/8 over EIGHTEENMILE CREEK |
Structure number: | 00000000040A036 |
Location: | 0.11 MI N OF CR 4/1 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 215.6 ft. [65.7 m] |
Roadway width between curbs: | 14.1 ft. [4.3 m] |
Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel continuous [4] |
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: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 280 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 80.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 280 | 80.0 |
July 2016 | Good | Very Good | Very Good | Good | 250 | 80.0 |
July 2014 | Good | Very Good | Very Good | Very Good | 250 | 80.0 |
June 2012 | Good | Very Good | Very Good | Very Good | 250 | 80.0 |
August 2010 | Good | Very Good | Very Good | Very Good | 420 | 80.0 |
July 2008 | Good | Very Good | Very Good | Very Good | 420 | 80.0 |
August 2006 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
August 2004 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
September 2002 | Good | Very Good | Very Good | Very Good | 400 | 80.0 |
October 2000 | Good | Very Good | Very Good | Very Good | 300 | 80.0 |
December 1998 | Good | Very Good | Very Good | Very Good | 300 | 80.0 |
January 1997 | Good | Very Good | Very Good | Very Good | 300 | 80.0 |
February 1995 | Good | Excellent | Excellent | Very Good | 300 | 80.0 |
July 1993 | Good | Excellent | Excellent | Very Good | 300 | 80.0 |
August 1991 | Good | Excellent | Excellent | Very Good | 300 | 80.0 |