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US-191 (SR-191) over KANE SPRINGS WASH
Map
Coordinates:
+38.39581, -109.45158
38°23'45" N, 109°27'06" W
+38.39581, -109.45158
38°23'45" N, 109°27'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-191 (SR-191) over KANE SPRINGS WASH |
| Structure number: | 0F 594 |
| Location: | 7.2 MILES NO.LASAL JCT. |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 129.9 ft. [39.6 m] |
| Total length: | 132.6 ft. [40.4 m] |
| Roadway width between curbs: | 58.7 ft. [17.9 m] |
| Deck width edge-to-edge: | 67.3 ft. [20.5 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1996 |
| 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: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,505 [as of 2014] |
| Truck traffic: | 41% of total traffic |
| Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [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 | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Satisfactory | Good | Good | 4505 | 80.0 |
| September 2015 | Fair | Satisfactory | Good | Good | 4505 | 80.0 |
| September 2013 | Fair | Satisfactory | Good | Good | 4226 | 80.0 |
| September 2011 | Good | Good | Good | Very Good | 4310 | 80.0 |
| September 2009 | Good | Good | Very Good | Very Good | 3740 | 80.0 |
| October 2007 | Good | Good | Very Good | Very Good | 3365 | 80.0 |
| October 2005 | Good | Good | Very Good | Very Good | 3365 | 80.0 |
| October 2003 | Good | Good | Very Good | Very Good | 2965 | 80.0 |
| September 1999 | Good | Very Good | Very Good | Very Good | 3175 | 75.0 |
| September 1997 | Good | Very Good | Very Good | Very Good | 3190 | 75.0 |
| April 1996 | Good | Excellent | Excellent | Excellent | 3005 | 75.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,051 | 1,039 | 12 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 8,858 | 5,058 | 0 | 3,800 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 134 | 134 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 364 | 0 | 364 | 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/1570723
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570723