W SCOTT ST/HEBER over SULPHUR CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W SCOTT ST/HEBER over SULPHUR CREEK |
Structure number: | 000000000019667 |
Location: | .18 W SH 25 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 20.7 ft. [6.3 m] |
Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1972 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 1987] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 81.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 70 | 81.2 |
January 2016 | Good | Good | Good | Good | 70 | 81.2 |
January 2014 | Good | Good | Good | Good | 70 | 81.2 |
January 2012 | Good | Good | Good | Good | 70 | 70.7 |
January 2010 | Good | Good | Good | Good | 70 | 70.7 |
January 2008 | Good | Good | Good | Good | 70 | 70.7 |
February 2006 | Good | Good | Good | Good | 70 | 70.7 |
January 2004 | Good | Good | Good | Good | 70 | 70.7 |
January 2002 | Good | Good | Good | Good | 70 | 70.5 |
January 2000 | Good | Good | Good | Good | 70 | 70.5 |
January 1998 | Good | Good | Good | Good | 70 | 70.5 |
February 1996 | Good | Good | Good | Good | 70 | 70.5 |
February 1994 | Good | Good | Good | Good | 70 | 70.5 |
March 1993 | Good | Good | Good | Good | 70 | 69.0 |
February 1992 | Good | Good | Good | Good | 70 | 69.0 |