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I-70 (SR-70) over SPOTTED WOLF WASH
Map
Coordinates:
+38.92425, -110.41883
38°55'27" N, 110°25'08" W
+38.92425, -110.41883
38°55'27" N, 110°25'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I-70 (SR-70) over SPOTTED WOLF WASH |
| Structure number: | 0E1578 |
| Location: | 15 MI.WEST OF GREEN RIVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 18.4 ft. [5.6 m] |
| Total length: | 39.4 ft. [12.0 m] |
| Roadway width between curbs: | 80.1 ft. [24.4 m] |
| Deck width edge-to-edge: | 97.4 ft. [29.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1968 |
| Year reconstructed: | 1972 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,505 [as of 2014] |
| Truck traffic: | 42% of total traffic |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 80.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Good | 8 out of 10 | 3505 | 80.0 |
| October 2015 | Good | 8 out of 10 | 3505 | 80.0 |
| October 2013 | Good | 8 out of 10 | 3341 | 65.0 |
| October 2011 | Good | 7 out of 10 | 4910 | 65.0 |
| October 2009 | Good | 7 out of 10 | 4910 | 65.0 |
| October 2007 | Good | 7 out of 10 | 5052 | 65.0 |
| September 2005 | Good | 7 out of 10 | 5052 | 65.0 |
| October 2003 | Good | 7 out of 10 | 4443 | 65.0 |
| October 1999 | Good | 7 out of 10 | 3765 | 65.0 |
| October 1997 | Good | 7 out of 10 | 3130 | 65.0 |
| October 1995 | Good | 7 out of 10 | 2980 | 65.0 |
| October 1993 | Good | 7 out of 10 | 2313 | 65.0 |
| November 1991 | Good | 7 out of 10 | 2385 | 65.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 543 | 538 | 5 | 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/1570364
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570364