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COUNTY HIGHWAY over STREAM
Map
Coordinates:
+42.46667, -96.69833
42°28'00" N, 96°41'54" W
+42.46667, -96.69833
42°28'00" N, 96°41'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY HIGHWAY over STREAM |
| Structure number: | C002230315P |
| Location: | 1N 6.5W OF JACKSON |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 48.9 ft. [14.9 m] |
| Total length: | 48.9 ft. [14.9 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Year reconstructed: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span 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: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 15 [as of 2003] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 79.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Very Good | Good | Good | 15 | 79.8 |
| August 2016 | Good | Excellent | Excellent | Excellent | 15 | 79.8 |
| August 2014 | Good | Excellent | Excellent | Excellent | 15 | 79.8 |
| August 2012 | Good | Excellent | Excellent | Excellent | 15 | 79.5 |
| September 2010 | Good | Excellent | Excellent | Excellent | 15 | 79.5 |
| August 2008 | Good | Excellent | Excellent | Excellent | 15 | 79.5 |
| August 2006 | Good | Excellent | Excellent | Excellent | 15 | 64.3 |
| August 2004 | Good | Excellent | Excellent | Excellent | 15 | 59.3 |
| September 2002 | Good | Excellent | Excellent | Excellent | 15 | 59.3 |
| October 2000 | Good | Excellent | Excellent | Excellent | 15 | 59.3 |
| November 1998 | Good | Excellent | Excellent | Excellent | 15 | 42.8 |
| September 1996 | Poor | Fair | Poor | Poor | 15 | 19.5 |
| October 1994 | Poor | Fair | Poor | Poor | 15 | 19.5 |
| October 1992 | Poor | Poor | Poor | Poor | 15 | 19.5 |
| November 1989 | Poor | Critical | Serious | Serious | 15 | 19.5 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1347223
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1347223