SR-113 over PROVO RIVER
Map
Coordinates:
+40.47696, -111.4719440°28'37" N, 111°28'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-113 over PROVO RIVER |
Structure number: | 0F 513 |
Location: | NEAR TOWN OF CHARLESTON |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 109.9 ft. [33.5 m] |
Total length: | 112.5 ft. [34.3 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 51.5 ft. [15.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,370 [as of 2014] |
Truck traffic: | 17% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 97.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Good | Very Good | Satisfactory | 2370 | 97.5 |
March 2015 | Good | Good | Very Good | Good | 2258 | 97.6 |
March 2013 | Good | Good | Very Good | Good | 2302 | 97.6 |
March 2011 | Good | Good | Very Good | Good | 2820 | 97.3 |
April 2009 | Good | Good | Very Good | Good | 2820 | 97.3 |
July 2007 | Good | Good | Very Good | Good | 2465 | 97.5 |
August 2005 | Good | Good | Very Good | Good | 2465 | 97.5 |
April 2003 | Good | Good | Very Good | Good | 2095 | 97.7 |
March 1999 | Good | Good | Very Good | Good | 2645 | 92.3 |
April 1997 | Good | Good | Very Good | Good | 1775 | 93.9 |
May 1995 | Good | Good | Very Good | Very Good | 1090 | 99.3 |
August 1993 | Good | Good | Very Good | Very Good | 1175 | 99.3 |
May 1991 | Good | Good | Very Good | Very Good | 1250 | 99.2 |
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. | 557 | 557 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,770 | 5,482 | 288 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 114 | 0 | 114 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 284 | 213 | 71 | 0 | 0 |