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US 395 over DRY GULCH
Map
Coordinates:
+46.66333, -118.85036
46°39'48" N, 118°51'01" W
+46.66333, -118.85036
46°39'48" N, 118°51'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 395 over DRY GULCH |
| Structure number: | 0007847A0000000 |
| Location: | 0.9 N JCT SR 260 |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 119.1 ft. [36.3 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Skew angle: | 16° |
| Owner: | State Highway Agency [01] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,259 [as of 2016] |
| Truck traffic: | 37% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 93.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,094,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Good | Good | Good | Good | 4259 | 93.1 |
| February 2014 | Good | Good | Good | Good | 3452 | 93.8 |
| February 2010 | Good | Good | Good | Good | 3678 | 93.6 |
| February 2008 | Good | Good | Good | Good | 7100 | 89.1 |
| March 2006 | Good | Good | Good | Good | 4600 | 92.6 |
| April 2002 | Good | Good | Good | Good | 4600 | 92.6 |
| March 2000 | Good | Good | Good | Good | 4600 | 92.6 |
| April 1998 | Good | Good | Good | Good | 4600 | 92.6 |
| November 1996 | Good | Good | Good | Good | 4600 | 92.6 |
| June 1994 | Good | Good | Good | Good | 4600 | 85.6 |
| March 1992 | Fair | Satisfactory | Good | Good | 4600 | 92.5 |
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. | 952 | 949 | 0 | 3 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,819 | 4,819 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,819 | 0 | 4,819 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 120 | 120 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 87 | 87 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 111 | 0 | 111 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 238 | 237 | 0 | 1 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 238 | 238 | 0 | 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/1590137
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1590137