Share: 
COUNTY ROAD over WILLOW CREEK
Map
Coordinates:
+39.59794, -109.57225
39°35'53" N, 109°34'20" W
+39.59794, -109.57225
39°35'53" N, 109°34'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over WILLOW CREEK |
| Structure number: | 047060C |
| Location: | 13 MI.S.BUCK CYN.RD.JCT. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 40.7 ft. [12.4 m] |
| Roadway width between curbs: | 11.5 ft. [3.5 m] |
| Deck width edge-to-edge: | 13.5 ft. [4.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1975 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2010] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 24.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Poor | Poor | Fair | Fair | 5 | 24.0 |
| April 2016 | Fair | Fair | Fair | Fair | 5 | 26.1 |
| April 2014 | Fair | Fair | Fair | Fair | 5 | 20.7 |
| April 2012 | Fair | Fair | Fair | Fair | 5 | 60.9 |
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. | 163 | 0 | 163 | 0 | 0 |
| Substructure | ||||||
| Other Material Abutment | linear ft. | 27 | 0 | 27 | 0 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 549 | 0 | 0 | 0 | 549 |
© 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/1664819
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1664819