Share: 
SR-30 over BEAR RIVER
Map
Coordinates:
+41.77707, -111.07408
41°46'37" N, 111°04'27" W
+41.77707, -111.07408
41°46'37" N, 111°04'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-30 over BEAR RIVER |
| Structure number: | 0C 205 |
| Location: | 1.4 MI.WEST OF WYO LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 59.7 ft. [18.2 m] |
| Total length: | 175.5 ft. [53.5 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1941 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 4 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 700 [as of 2014] |
| Truck traffic: | 40% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 66.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 66.7 |
| August 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 63.7 |
| August 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 684 | 68.2 |
| September 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 675 | 84.3 |
| June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 825 | 77.2 |
| May 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 825 | 77.2 |
| November 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 829 | 77.2 |
| November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 829 | 77.2 |
| June 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 829 | 77.2 |
| June 1999 | Fair | Satisfactory | Good | Satisfactory | 820 | 73.4 |
| May 1997 | Fair | Satisfactory | Good | Satisfactory | 760 | 73.5 |
| July 1995 | Fair | Satisfactory | Good | Satisfactory | 695 | 83.7 |
| September 1993 | Fair | Satisfactory | Good | Satisfactory | 630 | 83.8 |
| September 1991 | Fair | Satisfactory | Good | Satisfactory | 610 | 83.9 |
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 | ||||||
| Steel Girder/Beam | linear ft. | 878 | 833 | 45 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,916 | 4,666 | 250 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 106 | 93 | 12 | 1 | 0 |
| Reinforced Concrete Abutment | linear ft. | 64 | 64 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 104 | 29 | 30 | 45 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Pourable Joint | linear ft. | 64 | 64 | 0 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 10 | 0 | 10 | 0 | 0 |
| Fixed Bearing | each | 25 | 0 | 25 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 335 | 0 | 335 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 16 | 0 | 16 | 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/1569926
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569926