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US-6 (SR-6) over SOLDIER CREEK
Map
Coordinates:
+39.54241, -110.68721
39°32'33" N, 110°41'14" W
+39.54241, -110.68721
39°32'33" N, 110°41'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-6 (SR-6) over SOLDIER CREEK |
| Structure number: | 0E2341 |
| Location: | EAST END OF WELLINGTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 24.3 ft. [7.4 m] |
| Total length: | 64.6 ft. [19.7 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1989 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,265 [as of 2014] |
| Truck traffic: | 36% of total traffic |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 38.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| September 2017 | Fair | 6 out of 10 | 8265 | 38.8 |
| September 2015 | Fair | 6 out of 10 | 8265 | 65.0 |
| September 2013 | Fair | 6 out of 10 | 6611 | 38.8 |
| September 2011 | Fair | 6 out of 10 | 8850 | 65.0 |
| September 2009 | Fair | 6 out of 10 | 8850 | 65.0 |
| November 2007 | Fair | 6 out of 10 | 9935 | 65.0 |
| November 2005 | Fair | 6 out of 10 | 9935 | 65.0 |
| December 2003 | Fair | 6 out of 10 | 10610 | 65.0 |
| September 1999 | Fair | 6 out of 10 | 9690 | 65.0 |
| July 1997 | Fair | 6 out of 10 | 7125 | 65.0 |
| October 1995 | Good | 7 out of 10 | 14235 | 65.0 |
| October 1993 | Good | 7 out of 10 | 12700 | 65.0 |
| January 1992 | Good | 8 out of 10 | 12335 | 65.0 |
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 | ||||||
| Reinforced Concrete Culvert | linear ft. | 508 | 353 | 0 | 155 | 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/1570472
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570472