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US-191 (SR-191) over VALLEY CITY WASH
Map
Coordinates:
+38.86394, -109.80788
38°51'50" N, 109°48'28" W
+38.86394, -109.80788
38°51'50" N, 109°48'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-191 (SR-191) over VALLEY CITY WASH |
| Structure number: | 0F 426 |
| Location: | 5.5 MI.SO.of CRESCENT JCT |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 102.0 ft. [31.1 m] |
| Total length: | 105.0 ft. [32.0 m] |
| Roadway width between curbs: | 32.5 ft. [9.9 m] |
| Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1978 |
| 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: | Bituminous [6] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,555 [as of 2014] |
| Truck traffic: | 49% 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 78.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Fair | Good | Good | Satisfactory | 6555 | 78.0 |
| September 2015 | Good | Good | Good | Good | 6555 | 78.0 |
| September 2013 | Good | Good | Good | Good | 5819 | 73.8 |
| September 2011 | Good | Good | Good | Good | 5130 | 78.0 |
| August 2009 | Good | Good | Good | Good | 5130 | 78.0 |
| October 2007 | Good | Good | Good | Good | 2975 | 78.0 |
| October 2005 | Good | Good | Good | Good | 2975 | 77.0 |
| October 2003 | Good | Good | Good | Good | 2901 | 77.0 |
| September 1999 | Good | Good | Good | Good | 2860 | 72.0 |
| September 1997 | Good | Good | Good | Good | 2570 | 72.0 |
| November 1995 | Good | Good | Very Good | Good | 2315 | 77.0 |
| October 1993 | Good | Good | Very Good | Good | 1875 | 78.9 |
| January 1992 | Good | Good | Very Good | Good | 1605 | 80.9 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 413 | 409 | 4 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,741 | 3,716 | 20 | 5 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 83 | 50 | 31 | 2 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 280 | 280 | 0 | 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/1570642
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570642