Share: 
SR-30 over BECKWITH CANAL
Map
Coordinates:
+41.77539, -111.09131
41°46'31" N, 111°05'29" W
+41.77539, -111.09131
41°46'31" N, 111°05'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-30 over BECKWITH CANAL |
| Structure number: | 0E2529 |
| Location: | 2.3 MI. WEST of WYO.LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 20.0 ft. [6.1 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 700 [as of 2014] |
| Truck traffic: | 40% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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] |
| 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: | 88.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Good | 7 out of 10 | 700 | 88.9 |
| August 2016 | Good | 8 out of 10 | 700 | 88.9 |
| August 2014 | Good | 8 out of 10 | 684 | 88.9 |
| September 2012 | Good | 8 out of 10 | 675 | 97.2 |
| June 2011 | Good | 8 out of 10 | 730 | 96.9 |
| May 2009 | Good | 8 out of 10 | 825 | 99.0 |
| November 2007 | Good | 8 out of 10 | 829 | 99.0 |
| November 2005 | Good | 8 out of 10 | 829 | 99.0 |
| February 2005 | Good | 8 out of 10 | 829 | 99.0 |
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 | ||||||
| Reinforced Concrete Culvert | linear ft. | 82 | 79 | 3 | 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/1570527
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570527