Share: 
US-6 (SR-6) over GORDON CREEK
Map
Coordinates:
+39.61686, -110.85242
39°37'01" N, 110°51'09" W
+39.61686, -110.85242
39°37'01" N, 110°51'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-6 (SR-6) over GORDON CREEK |
| Structure number: | 0H 933G |
| Location: | 5 MILE NORTHWEST OF PRICE |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 25.9 ft. [7.9 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1978 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,810 [as of 2014] |
| Truck traffic: | 18% 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] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 79.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 6 out of 10 | 11810 | 79.6 |
| August 2015 | Fair | 5 out of 10 | 11810 | 83.8 |
| August 2013 | Fair | 5 out of 10 | 11351 | 68.2 |
| August 2011 | Poor | 4 out of 10 | 12650 | 50.1 |
| August 2009 | Poor | 4 out of 10 | 12650 | 50.1 |
| September 2007 | Poor | 4 out of 10 | 12675 | 50.1 |
| November 2005 | Poor | 3 out of 10 | 12675 | 29.3 |
| November 2003 | Poor | 4 out of 10 | 11660 | 50.6 |
| August 1999 | Fair | 5 out of 10 | 11850 | 70.0 |
| August 1997 | Fair | 5 out of 10 | 10600 | 70.4 |
| July 1995 | Fair | 5 out of 10 | 9335 | 71.0 |
| September 1993 | Fair | 5 out of 10 | 8275 | 71.3 |
| January 1992 | Fair | 5 out of 10 | 10335 | 70.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Steel Culvert | linear ft. | 503 | 443 | 60 | 0 | 0 |
© 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/1570788
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570788