SR-23 over BEAR RIVER (CUTLER RES)
Map
Coordinates:
+41.84343, -112.0032341°50'36" N, 112°00'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-23 over BEAR RIVER (CUTLER RES) |
Structure number: | 0C 687 |
Location: | NORTH OF CACHE JUNCTION |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 215.6 ft. [65.7 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,250 [as of 2014] |
Truck traffic: | 18% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry 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 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Good | Satisfactory | 1250 | 99.1 |
July 2015 | Fair | Good | Good | Satisfactory | 1250 | 99.1 |
July 2013 | Fair | Satisfactory | Good | Satisfactory | 1189 | 92.9 |
July 2011 | Fair | Satisfactory | Good | Satisfactory | 1685 | 98.7 |
July 2009 | Fair | Good | Good | Satisfactory | 1670 | 98.8 |
October 2007 | Good | Good | Good | Good | 1270 | 99.1 |
October 2004 | Fair | Satisfactory | Good | Good | 1270 | 99.1 |
September 2003 | Good | Good | Good | Good | 1520 | 98.9 |
July 1999 | Good | Good | Good | Good | 1395 | 93.9 |
June 1997 | Good | Good | Good | Good | 1615 | 91.7 |
August 1995 | Good | Good | Good | Good | 1495 | 96.9 |
October 1993 | Good | Good | Good | Good | 1265 | 97.1 |
September 1991 | Good | Good | Very Good | Good | 815 | 97.4 |
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. | 1,075 | 1,075 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,627 | 7,754 | 863 | 10 | 0 |
Substructure |
Steel Column | each | 24 | 0 | 24 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 40 | 40 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 80 | 78 | 2 | 0 | 0 |
Bearings |
Movable Bearing | each | 10 | 10 | 0 | 0 | 0 |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 491 | 300 | 190 | 1 | 0 |