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1002: Cow Creek Rd over Piceance Creek
Map
Coordinates:
+39.75000, -108.00333
39°45'00" N, 108°00'12" W
+39.75000, -108.00333
39°45'00" N, 108°00'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 1002: Cow Creek Rd over Piceance Creek |
| Structure number: | 0000000L1828329 |
| Location: | 19 mi NW of Rifle, CO |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 26.2 ft. [8.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Skew angle: | 16° |
| Owner: | Bureau of Land Management [68] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2015] |
| Deck condition: | Fair [5 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: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 95.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $25,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Fair | Fair | Good | Satisfactory | 50 | 95.0 |
| May 2015 | Fair | Good | Good | Satisfactory | 50 | 96.0 |
| May 2013 | Fair | Good | Good | Satisfactory | 25 | 93.8 |
© 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/1646359
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1646359