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US-6 over Soldier Creek
Map
Coordinates:
+39.94925, -111.21689
39°56'57" N, 111°13'01" W
+39.94925, -111.21689
39°56'57" N, 111°13'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-6 over Soldier Creek |
| Structure number: | 0C1017 |
| Location: | US_6 over Soldier Creek |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 85.6 ft. [26.1 m] |
| Total length: | 88.6 ft. [27.0 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
| Skew angle: | 10° |
| Owner: | State Highway Agency [01] |
| Year built: | 2013 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel continuous [4] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,172 [as of 2012] |
| Truck traffic: | 42% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 80.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Very Good | Good | 7172 | 80.0 |
| August 2015 | Good | Good | Very Good | Good | 7172 | 80.0 |
| November 2014 | Good | Very Good | Excellent | Excellent | 7172 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 783 | 783 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Deck | sq. ft. | 5,521 | 5,377 | 144 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 128 | 114 | 14 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 128 | 128 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 269 | 194 | 75 | 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/1679211
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1679211