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US 310 over BRIDGER CREEK
Map
Coordinates:
+45.26158, -108.90932
45°15'42" N, 108°54'34" W
+45.26158, -108.90932
45°15'42" N, 108°54'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 310 over BRIDGER CREEK |
| Structure number: | P00004023+05561 |
| Location: | 2M S BRIDGER |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 86.9 ft. [26.5 m] |
| Roadway width between curbs: | 43.6 ft. [13.3 m] |
| Deck width edge-to-edge: | 46.6 ft. [14.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1971 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,988 [as of 2016] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Good | Good | Satisfactory | 1988 | 80.0 |
| April 2013 | Fair | Good | Good | Satisfactory | 1920 | 80.0 |
| April 2009 | Fair | Good | Good | Satisfactory | 1980 | 80.0 |
| November 2008 | Fair | Good | Good | Satisfactory | 2600 | 80.0 |
| November 2004 | Good | Good | Very Good | Good | 1780 | 80.0 |
| April 2001 | Good | Good | Very Good | Good | 1050 | 80.2 |
| December 1996 | Good | Good | Very Good | Good | 1590 | 79.0 |
| December 1992 | Good | Good | Very Good | Good | 1348 | 83.0 |
| February 1991 | Good | Good | Very Good | Good | 1327 | 83.1 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 427 | 414 | 13 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,047 | 405 | 3,642 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 118 | 98 | 20 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 174 | 122 | 52 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 435 | 304 | 131 | 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/1317768
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1317768