WASATCH COUNTY RD. over PROVO RIVER
Map
Coordinates:
+40.57786, -111.2277540°34'40" N, 111°13'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WASATCH COUNTY RD. over PROVO RIVER |
Structure number: | 051010F |
Location: | 3 MILES EAST OF FRANCIS |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 55.4 ft. [16.9 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 76 [as of 2010] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 95.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Very Good | Satisfactory | 76 | 95.1 |
June 2016 | Good | Good | Very Good | Good | 76 | 94.1 |
June 2014 | Fair | Satisfactory | Very Good | Good | 76 | 98.0 |
June 2012 | Fair | Satisfactory | Very Good | Good | 76 | 100.0 |
June 2010 | Fair | Satisfactory | Very Good | Good | 76 | 100.0 |
June 2008 | Fair | Satisfactory | Very Good | Good | 76 | 100.0 |
August 2006 | Good | Good | Very Good | Good | 60 | 100.0 |
July 2004 | Good | Good | Very Good | Good | 60 | 100.0 |
July 2002 | Good | Good | Very Good | Good | 60 | 100.0 |
July 2000 | Good | Good | Very Good | Good | 60 | 95.0 |
July 1998 | Good | Good | Very Good | Good | 60 | 95.0 |
July 1996 | Good | Good | Very Good | Good | 60 | 95.0 |
August 1994 | Good | Good | Very Good | Good | 60 | 100.0 |
August 1992 | Good | Good | Very Good | Good | 50 | 100.0 |
June 1990 | Good | Good | Very Good | Very Good | 50 | 100.0 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 225 | 217 | 8 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,890 | 1,465 | 420 | 5 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 66 | 51 | 13 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 114 | 0 | 112 | 2 | 0 |