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COUNTY ROAD over WEBER RIVER
Map
Coordinates:
+41.11457, -111.76739
41°06'52" N, 111°46'03" W
+41.11457, -111.76739
41°06'52" N, 111°46'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over WEBER RIVER |
| Structure number: | 029008C |
| Location: | NEAR PETERSON |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 81.0 ft. [24.7 m] |
| Total length: | 85.0 ft. [25.9 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1961 |
| 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: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,298 [as of 2010] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 88.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Good | Satisfactory | Satisfactory | 1298 | 88.4 |
| May 2016 | Fair | Good | Good | Satisfactory | 1298 | 88.4 |
| May 2014 | Good | Good | Good | Good | 1298 | 87.4 |
| May 2012 | Good | Good | Good | Good | 1298 | 87.4 |
| May 2010 | Good | Good | Good | Good | 1298 | 87.4 |
| May 2008 | Good | Good | Good | Good | 1298 | 87.4 |
| August 2006 | Good | Good | Good | Good | 1030 | 87.6 |
| June 2004 | Good | Good | Good | Good | 1030 | 87.6 |
| July 2002 | Good | Good | Good | Good | 1850 | 87.0 |
| May 2000 | Good | Good | Good | Good | 1275 | 82.4 |
| July 1998 | Good | Good | Good | Good | 1275 | 82.4 |
| July 1996 | Good | Good | Good | Good | 1275 | 82.4 |
| June 1994 | Good | Good | Good | Good | 1265 | 87.4 |
| July 1992 | Good | Good | Good | Good | 1265 | 87.4 |
| June 1990 | Fair | Satisfactory | Good | Good | 1265 | 87.4 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 328 | 48 | 280 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,822 | 2,802 | 20 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 74 | 22 | 44 | 8 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 4 | 0 | 4 | 0 | 0 |
| Fixed Bearing | each | 4 | 0 | 4 | 0 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 188 | 83 | 85 | 20 | 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/1569179
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569179