SR-62 over EAST FORK SEVIER RIVER
Map
Coordinates:
+38.20057, -112.1531238°12'02" N, 112°09'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-62 over EAST FORK SEVIER RIVER |
Structure number: | 0D 517 |
Location: | 2.8 MI.EAST OF KINGSTON |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 34.5 ft. [10.5 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 295 [as of 2014] |
Truck traffic: | 34% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 78.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Satisfactory | Satisfactory | 295 | 78.8 |
April 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 279 | 80.0 |
April 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 279 | 59.1 |
April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 340 | 58.3 |
April 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 62.6 |
April 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 385 | 55.6 |
June 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 385 | 55.6 |
June 2003 | Fair | Fair | Fair | Fair | 360 | 43.6 |
March 1999 | Fair | Satisfactory | Fair | Satisfactory | 345 | 48.4 |
March 1997 | Fair | Satisfactory | Fair | Satisfactory | 320 | 48.9 |
June 1996 | Fair | Satisfactory | Fair | Satisfactory | 275 | 49.8 |
May 1995 | Fair | Satisfactory | Fair | Satisfactory | 275 | 48.3 |
June 1993 | Fair | Satisfactory | Fair | Satisfactory | 580 | 49.8 |
January 1991 | Fair | Satisfactory | Fair | Satisfactory | 375 | 45.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 57 | 47 | 10 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 120 | 100 | 20 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 25 | 0 | 0 | 25 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 994 | 789 | 135 | 70 | 0 |