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TIN CUP ROAD over TIN CUP CREEK
Map
Coordinates:
+42.98750, -111.28778
42°59'15" N, 111°17'16" W
+42.98750, -111.28778
42°59'15" N, 111°17'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TIN CUP ROAD over TIN CUP CREEK |
| Structure number: | 000000000023307 |
| Location: | 1.2 N. 4.5 E. WAYAN |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1989 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Wood or timber [7] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10 [as of 2015] |
| Truck traffic: | 5% 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] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 82.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2016 | Good | Good | Good | Good | 10 | 82.0 |
| September 2014 | Good | Good | Good | Good | 10 | 82.0 |
| September 2012 | Good | Good | Good | Good | 10 | 82.0 |
| September 2010 | Good | Very Good | Good | Good | 10 | 82.0 |
| September 2008 | Good | Very Good | Very Good | Good | 10 | 82.0 |
| September 2006 | Good | Very Good | Very Good | Good | 10 | 82.0 |
| September 2004 | Good | Very Good | Very Good | Good | 10 | 82.0 |
| September 2002 | Good | Very Good | Very Good | Very Good | 10 | 82.0 |
| September 2000 | Good | Very Good | Very Good | Very Good | 10 | 82.0 |
| May 1999 | Good | Very Good | Very Good | Very Good | 10 | 82.0 |
| May 1997 | Good | Very Good | Very Good | Very Good | 10 | 82.0 |
| April 1995 | Good | Very Good | Very Good | Very Good | 10 | 82.0 |
| August 1993 | Good | Very Good | Very Good | Very Good | 10 | 82.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Timber Girder/Beam | linear ft. | 108 | 108 | 0 | 0 | 0 |
| Substructure | ||||||
| Timber Column | each | 8 | 8 | 0 | 0 | 0 |
| Timber Abutment | linear ft. | 38 | 38 | 0 | 0 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 420 | 415 | 5 | 0 | 0 |
© Copyright 2012-19, 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/1132849
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1132849