195th St 452nd Ave over Lake St. John Outlet
Map
Coordinates:
+44.56099, -97.1647344°33'40" N, 97°09'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 195th St 452nd Ave over Lake St. John Outlet |
Structure number: | 000000029161168 |
Location: | 2.1E&1.8S of Lake Norden |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 66 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Good | Satisfactory | 66 | 91.8 |
June 2016 | Fair | Good | Good | Satisfactory | 66 | 92.3 |
June 2014 | Fair | Good | Very Good | Satisfactory | 66 | 93.3 |
June 2012 | Fair | Good | Very Good | Satisfactory | 66 | 98.0 |
November 2010 | Fair | Good | Very Good | Satisfactory | 66 | 98.0 |
August 2008 | Fair | Good | Very Good | Satisfactory | 66 | 98.0 |
August 2006 | Fair | Good | Very Good | Satisfactory | 66 | 98.0 |
July 2004 | Fair | Good | Very Good | Satisfactory | 66 | 98.0 |
August 2002 | Fair | Good | Good | Satisfactory | 66 | 98.0 |
July 2000 | Fair | Good | Good | Satisfactory | 66 | 98.0 |
September 1998 | Fair | Good | Good | Satisfactory | 66 | 98.0 |
August 1996 | Good | Excellent | Excellent | Excellent | 66 | 98.0 |
July 1994 | Good | Excellent | Excellent | Excellent | 66 | 98.0 |
November 1992 | Good | Excellent | Excellent | Excellent | 66 | 98.0 |
June 1990 | Poor | Satisfactory | Serious | Satisfactory | 66 | 24.2 |