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SR-30 over LITTLE BEAR RIVER O'
Map
Coordinates:
+41.74583, -111.93417
41°44'45" N, 111°56'03" W
+41.74583, -111.93417
41°44'45" N, 111°56'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-30 over LITTLE BEAR RIVER O' |
| Structure number: | 0E 588D |
| Location: | 4.3 MILES WEST OF LOGAN |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1937 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,615 [as of 2014] |
| Truck traffic: | 29% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 91.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2017 | Fair | 6 out of 10 | 7615 | 91.0 |
| July 2015 | Fair | 6 out of 10 | 7615 | 33.9 |
| July 2013 | Fair | 6 out of 10 | 7247 | 71.0 |
| July 2011 | Fair | 5 out of 10 | 6145 | 59.9 |
| July 2009 | Fair | 6 out of 10 | 6080 | 72.2 |
| October 2007 | Good | 7 out of 10 | 6160 | 64.2 |
| October 2004 | Good | 7 out of 10 | 6160 | 64.2 |
| August 2003 | Good | 7 out of 10 | 6205 | 64.1 |
| July 1999 | Good | 7 out of 10 | 6720 | 63.8 |
| May 1997 | Good | 7 out of 10 | 6010 | 64.3 |
| August 1995 | Good | 7 out of 10 | 5025 | 65.1 |
| October 1993 | Good | 7 out of 10 | 3660 | 66.0 |
| September 1991 | Good | 7 out of 10 | 3580 | 66.1 |
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 | ||||||
| Reinforced Concrete Culvert | linear ft. | 76 | 0 | 66 | 10 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 54 | 0 | 0 | 54 | 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/1570268
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570268