Share: 
BAGAN RD over BATTLE CREEK 060
Map
Coordinates:
+48.59389, -109.15519
48°35'38" N, 109°09'19" W
+48.59389, -109.15519
48°35'38" N, 109°09'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BAGAN RD over BATTLE CREEK 060 |
| Structure number: | L03002000+03001 |
| Location: | 3M E CHINOOK |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 167.7 ft. [51.1 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Vertical clearance above deck: | 14.8 ft. [4.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1920 |
| Year reconstructed: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 61 [as of 2016] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | 80.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Good | Satisfactory | Good | 61 | 80.1 |
| July 2015 | Fair | Good | Satisfactory | Good | 100 | 81.0 |
| July 2013 | Fair | Good | Satisfactory | Good | 100 | 81.0 |
| July 2011 | Fair | Good | Satisfactory | Good | 100 | 81.0 |
| July 2009 | Fair | Good | Satisfactory | Good | 100 | 81.0 |
| June 2007 | Fair | Very Good | Satisfactory | Very Good | 100 | 81.0 |
| March 2007 | Fair | Very Good | Satisfactory | Very Good | 100 | 81.0 |
| March 2005 | Fair | Very Good | Satisfactory | Very Good | 100 | 82.0 |
| February 2003 | Fair | Very Good | Satisfactory | Very Good | 100 | 82.0 |
| August 2001 | Fair | Very Good | Satisfactory | Very Good | 100 | 82.0 |
| April 1999 | Poor | Fair | Poor | Good | 100 | 20.4 |
| September 1996 | Poor | Fair | Poor | Good | 100 | 20.4 |
| August 1994 | Poor | Satisfactory | Poor | Good | 96 | 22.1 |
| April 1992 | Poor | Satisfactory | Poor | Good | 96 | 22.1 |
| March 1990 | Poor | Satisfactory | Poor | Good | 96 | 22.1 |
© 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/1315641
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1315641