Share: 
US-89 (SR-89) over EAST FORK VIRGIN RIVER
Map
Coordinates:
+37.38343, -112.57577
37°23'00" N, 112°34'33" W
+37.38343, -112.57577
37°23'00" N, 112°34'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-89 (SR-89) over EAST FORK VIRGIN RIVER |
| Structure number: | 0V1684 |
| Location: | 7.7 MI.S.LONG VALLEY JCT. |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 20.3 ft. [6.2 m] |
| Skew angle: | 47° |
| Owner: | State Highway Agency [01] |
| Year built: | 2002 |
| Year reconstructed: | 2003 |
| 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: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,735 [as of 2014] |
| Truck traffic: | 42% of total traffic |
| Structural 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 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 65.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Good | 7 out of 10 | 1735 | 65.0 |
| April 2015 | Good | 7 out of 10 | 1621 | 80.0 |
| April 2013 | Fair | 6 out of 10 | 1621 | 65.0 |
| April 2011 | Fair | 6 out of 10 | 1710 | 65.0 |
| April 2009 | Fair | 6 out of 10 | 2720 | 65.0 |
| April 2007 | Fair | 5 out of 10 | 1210 | 54.0 |
| June 2005 | Fair | 5 out of 10 | 1210 | 54.0 |
| May 2003 | Fair | 5 out of 10 | 1150 | 54.0 |
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 | ||||||
| Steel Culvert | linear ft. | 179 | 173 | 6 | 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/1570828
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570828