PARK ENTRANCE ROAD over SALT VALLEY WASH
Map
Coordinates:
+38.73256, -109.5554738°43'57" N, 109°33'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARK ENTRANCE ROAD over SALT VALLEY WASH |
Structure number: | 1348004P0000000 |
Location: | 12.9 MILES NORTH OF JCT. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 24.9 ft. [7.6 m] |
Skew angle: | 45° |
Owner: | National Park Service [66] |
Year built: | 1960 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 300 [as of 2008] |
Truck traffic: | 3% of total traffic |
Structural 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 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $75,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2018 | Fair | 6 out of 10 | 300 | 81.7 |
June 2016 | Good | 7 out of 10 | 300 | 81.7 |
June 2014 | Good | 7 out of 10 | 300 | 81.7 |
June 2012 | Good | 7 out of 10 | 300 | 81.7 |
June 2010 | Good | 7 out of 10 | 300 | 81.7 |
June 2008 | Good | 7 out of 10 | 300 | 81.7 |
May 2006 | Good | 7 out of 10 | 300 | 81.7 |
May 2004 | Good | 7 out of 10 | 300 | 82.3 |
May 2002 | Good | 7 out of 10 | 300 | 81.0 |
May 2000 | Good | 7 out of 10 | 300 | 81.0 |