223 ST over BATTLE CK
Map
Coordinates:
+44.15282, -96.8889144°09'10" N, 96°53'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 223 ST over BATTLE CK |
Structure number: | 000000040239030 |
Location: | 3S & 1.2W LAKE CAMPBELL |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 85.6 ft. [26.1 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Skew angle: | 25° |
Owner: | County Highway Agency [02] |
Year built: | 2012 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 350 [as of 2015] |
Truck traffic: | 14% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 350 | 99.7 |
August 2015 | Good | Good | Very Good | Good | 350 | 99.8 |
August 2013 | Good | Good | Very Good | Good | 350 | 99.8 |
November 2012 | Good | Good | Very Good | Good | 350 | 93.1 |
September 2011 | Poor | Fair | Serious | Fair | 210 | 39.7 |
June 2009 | Poor | Fair | Serious | Fair | 210 | 39.7 |
August 2007 | Poor | Fair | Poor | Fair | 210 | 49.5 |
September 2005 | Poor | Fair | Serious | Fair | 210 | 39.7 |
October 2003 | Poor | Satisfactory | Serious | Fair | 210 | 48.5 |
August 2001 | Fair | Good | Fair | Satisfactory | 210 | 78.6 |
August 1999 | Fair | Good | Fair | Satisfactory | 210 | 78.6 |
August 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 210 | 89.7 |
August 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 210 | 89.4 |
August 1993 | Fair | Satisfactory | Good | Satisfactory | 210 | 89.4 |
August 1991 | Fair | Fair | Good | Satisfactory | 210 | 88.4 |