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WYO 270 over Old Woman Creek
Map
Coordinates:
+43.04423, -104.38264
43°02'39" N, 104°22'58" W
+43.04423, -104.38264
43°02'39" N, 104°22'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WYO 270 over Old Woman Creek |
| Structure number: | LUI |
| Location: | Lance Creek East Road |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 149.9 ft. [45.7 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 219 [as of 2016] |
| Truck traffic: | 21% 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 desirable criteria [8] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Good | Good | Satisfactory | 219 | 94.3 |
| December 2015 | Fair | Good | Satisfactory | Good | 140 | 99.6 |
| December 2013 | Fair | Good | Satisfactory | Good | 111 | 99.6 |
| December 2011 | Fair | Good | Satisfactory | Good | 109 | 99.6 |
| December 2009 | Fair | Good | Satisfactory | Good | 100 | 99.7 |
| November 2007 | Fair | Good | Satisfactory | Good | 80 | 99.7 |
© 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/1621421
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1621421