Share: 
OLD US 395 ALIGN over BOULDER CREEK
Map
Coordinates:
+48.83706, -118.18189
48°50'13" N, 118°10'55" W
+48.83706, -118.18189
48°50'13" N, 118°10'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OLD US 395 ALIGN over BOULDER CREEK |
| Structure number: | 086733000000000 |
| Location: | 15.7 N JCT SR 20 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 30.8 ft. [9.4 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Roadway width between curbs: | 20.7 ft. [6.3 m] |
| Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1920 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1 [as of 2010] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | 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: | Equal to present minimum criteria [6] |
| 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 72.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $364,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Good | Satisfactory | Good | 1 | 72.4 |
| August 2016 | Fair | Good | Satisfactory | Good | 1 | 72.2 |
| August 2014 | Fair | Good | Satisfactory | Good | 1 | 72.2 |
| September 2012 | Fair | Good | Satisfactory | Fair | 1 | 52.3 |
| September 2010 | Fair | Good | Satisfactory | Fair | 1 | 52.3 |
| April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 62.2 |
| April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 62.2 |
| July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 64.1 |
| September 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 50 | 64.1 |
© 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/1595885
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1595885