I-15 (SR-15) SBL over NEVERSHINE HOLLOW WASH
Map
Coordinates:
+38.21444, -112.6483338°12'52" N, 112°38'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-15 (SR-15) SBL over NEVERSHINE HOLLOW WASH |
Structure number: | 3E1973 |
Location: | 1 Mi. S. of Beaver |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,040 [as of 2014] |
Truck traffic: | 44% of total traffic |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 36.1 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Good | 8 out of 10 | 19040 | 36.1 |
February 2015 | Good | 8 out of 10 | 8752 | 97.6 |
February 2013 | Good | 8 out of 10 | 8665 | 97.6 |
February 2011 | Good | 8 out of 10 | 8815 | 97.6 |
March 2009 | Good | 8 out of 10 | 8815 | 97.6 |
March 2007 | Good | 8 out of 10 | 7939 | 97.6 |
March 2005 | Good | 8 out of 10 | 7939 | 97.6 |
March 2003 | Good | 8 out of 10 | 7368 | 97.7 |
March 2001 | Good | 8 out of 10 | 7368 | 97.6 |
February 2001 | Good | 8 out of 10 | 6845 | 97.7 |
February 1999 | Good | 8 out of 10 | 6845 | 97.7 |
February 1997 | Good | 8 out of 10 | 5338 | 97.7 |
March 1995 | Good | 8 out of 10 | 5338 | 97.6 |
February 1993 | Good | 8 out of 10 | 4515 | 97.7 |
March 1991 | Good | 8 out of 10 | 4150 | 97.7 |
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. | 214 | 201 | 10 | 3 | 0 |