SR-16 over SALARATUS CREEK
Map
Coordinates:
+41.50293, -111.1239041°30'11" N, 111°07'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-16 over SALARATUS CREEK |
Structure number: | 0C 297 |
Location: | 2.9 MI.SOUTH OF WOODRUFF |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1957 |
Year reconstructed: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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: | 1,175 [as of 2014] |
Truck traffic: | 13% of total traffic |
Deck condition: | Fair [5 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Fair | Good | Satisfactory | 1175 | 94.5 |
August 2016 | Fair | Fair | Good | Satisfactory | 1175 | 91.5 |
August 2014 | Fair | Satisfactory | Good | Good | 1148 | 96.1 |
September 2012 | Fair | Satisfactory | Good | Good | 1132 | 96.2 |
June 2011 | Fair | Satisfactory | Good | Good | 2090 | 94.4 |
May 2009 | Fair | Satisfactory | Good | Good | 2090 | 94.4 |
November 2007 | Fair | Satisfactory | Good | Good | 915 | 96.3 |
November 2005 | Fair | Satisfactory | Good | Good | 915 | 96.3 |
June 2003 | Fair | Satisfactory | Good | Good | 810 | 96.4 |
June 1999 | Fair | Satisfactory | Good | Good | 865 | 91.3 |
May 1997 | Fair | Satisfactory | Good | Good | 770 | 91.4 |
July 1995 | Fair | Satisfactory | Good | Good | 925 | 96.3 |
September 1993 | Fair | Satisfactory | Good | Good | 900 | 96.3 |
September 1991 | Fair | Satisfactory | Satisfactory | Good | 750 | 96.4 |
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. | 480 | 240 | 240 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,640 | 394 | 1,230 | 16 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 77 | 61 | 10 | 6 | 0 |
Bearings |
Movable Bearing | each | 16 | 0 | 16 | 0 | 0 |
Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 150 | 136 | 0 | 14 | 0 |