COUNTY RD 819 over ELK FK SALT RVR
Map
Coordinates:
+39.43544, -92.0785039°26'08" N, 92°04'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY RD 819 over ELK FK SALT RVR |
Structure number: | 19689 |
Old structure number: | 23000051 069 (from 1992 edition) |
Location: | S 30 T 54 N R 10 W |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans 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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Good | Good | 40 | 99.0 |
May 2016 | Good | Very Good | Good | Good | 40 | 99.0 |
May 2014 | Good | Very Good | Good | Very Good | 40 | 99.0 |
May 2012 | Good | Very Good | Good | Very Good | 40 | 99.0 |
July 2010 | Good | Very Good | Good | Very Good | 40 | 99.0 |
July 2008 | Good | Excellent | Very Good | Very Good | 40 | 99.0 |
June 2006 | Good | Excellent | Very Good | Excellent | 40 | 99.0 |
June 2004 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
June 2002 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
June 2000 | Good | Excellent | Excellent | Excellent | 40 | 99.0 |
March 1999 | Good | Excellent | Excellent | Excellent | 40 | 100.0 |