CR 50 over SYCAMORE CREEK
Map
Coordinates:
+38.35253, -82.0290338°21'09" N, 82°01'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 50 over SYCAMORE CREEK |
Structure number: | 00000000040A055 |
Location: | 1.35 MI N OF WV 34 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 63.7 ft. [19.4 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 74 [as of 2015] |
Truck traffic: | 4% 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 corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 74 | 87.5 |
September 2015 | Good | Good | Good | Good | 70 | 87.5 |
August 2013 | Good | Good | Good | Good | 100 | 87.5 |
August 2011 | Good | Good | Good | Very Good | 100 | 87.5 |
August 2009 | Good | Good | Good | Very Good | 100 | 87.5 |
August 2007 | Good | Good | Good | Very Good | 250 | 80.0 |
September 2005 | Good | Good | Good | Very Good | 250 | 80.0 |
September 2003 | Good | Very Good | Good | Very Good | 100 | 87.5 |
September 2001 | Good | Very Good | Good | Very Good | 250 | 80.0 |
November 1999 | Good | Very Good | Good | Excellent | 250 | 80.0 |
January 1998 | Good | Very Good | Good | Excellent | 60 | 87.5 |
January 1996 | Good | Very Good | Good | Excellent | 160 | 91.6 |
January 1994 | Good | Very Good | Good | Excellent | 100 | 91.6 |
March 1992 | Good | Very Good | Good | Excellent | 100 | 91.6 |
April 1990 | Good | Very Good | Good | Excellent | 100 | 91.6 |