CR 19/3 over TRACE CREEK
Map
Coordinates:
+38.47164, -82.0340138°28'18" N, 82°02'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 19/3 over TRACE CREEK |
Structure number: | 00000000040A018 |
Location: | 0.06 MI N OF CR 19 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.4 ft. [12.3 m] |
Total length: | 41.3 ft. [12.6 m] |
Roadway width between curbs: | 17.4 ft. [5.3 m] |
Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1977 |
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: | Channel beam [22] |
Deck type: | Other [9] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 346 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 65.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Fair | Satisfactory | 346 | 65.0 |
April 2016 | Fair | Satisfactory | Fair | Satisfactory | 300 | 65.0 |
April 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 76.0 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 76.0 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 76.0 |
April 2008 | Good | Good | Good | Good | 550 | 76.0 |
May 2006 | Good | Very Good | Good | Good | 550 | 76.0 |
June 2004 | Good | Very Good | Good | Good | 550 | 76.0 |
June 2002 | Good | Very Good | Good | Good | 550 | 76.0 |
July 2000 | Good | Very Good | Good | Good | 300 | 76.0 |
July 1998 | Good | Very Good | Good | Very Good | 200 | 76.0 |
August 1996 | Good | Very Good | Good | Very Good | 200 | 76.0 |
September 1994 | Good | Very Good | Good | Good | 200 | 74.0 |
October 1992 | Fair | Very Good | Good | Satisfactory | 200 | 74.0 |
November 1990 | Fair | Very Good | Good | Satisfactory | 200 | 74.0 |