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BLUE MOUNTAIN ROAD over GREEN RIVER
Map
Coordinates:
+40.40879, -109.23446
40°24'32" N, 109°14'04" W
+40.40879, -109.23446
40°24'32" N, 109°14'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BLUE MOUNTAIN ROAD over GREEN RIVER |
| Structure number: | 1400001P0000000 |
| Location: | APPROXIMATELY 13 MILES FR |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 110.9 ft. [33.8 m] |
| Total length: | 403.9 ft. [123.1 m] |
| Roadway width between curbs: | 25.6 ft. [7.8 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | National Park Service [66] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 300 [as of 2009] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Satisfactory [6 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: | 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 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 79.9 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Satisfactory | Good | Satisfactory | 300 | 79.9 |
| May 2015 | Fair | Satisfactory | Good | Good | 300 | 85.0 |
| May 2013 | Fair | Satisfactory | Good | Good | 300 | 85.0 |
| May 2011 | Fair | Satisfactory | Good | Good | 300 | 85.0 |
| May 2009 | Fair | Satisfactory | Good | Good | 300 | 85.0 |
| September 2006 | Good | Good | Good | Good | 300 | 86.5 |
| September 2004 | Good | Good | Good | Good | 300 | 87.1 |
| September 2002 | Good | Good | Good | Good | 300 | 86.5 |
| August 2000 | Good | Good | Good | Good | 300 | 86.5 |
© 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/1570846
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570846