SR-10 over PRICE RIVER
Map
Coordinates:
+39.58668, -110.8125439°35'12" N, 110°48'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-10 over PRICE RIVER |
Structure number: | 0D 401 |
Location: | SOUTH SIDE OF PRICE |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 74.8 ft. [22.8 m] |
Roadway width between curbs: | 82.7 ft. [25.2 m] |
Deck width edge-to-edge: | 84.6 ft. [25.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Year reconstructed: | 1982 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,985 [as of 2014] |
Truck traffic: | 17% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
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: | 87.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 9985 | 87.5 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 9985 | 87.5 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 9322 | 88.1 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 9440 | 92.6 |
October 2009 | Good | Good | Good | Good | 7475 | 85.6 |
October 2007 | Good | Good | Good | Good | 13565 | 83.0 |
October 2005 | Good | Good | Good | Very Good | 13565 | 83.0 |
December 2003 | Good | Good | Good | Very Good | 10820 | 84.2 |
September 1999 | Good | Good | Good | Very Good | 10220 | 79.1 |
July 1997 | Good | Good | Good | Very Good | 8260 | 80.0 |
October 1995 | Good | Good | Good | Very Good | 7925 | 83.4 |
September 1993 | Good | Very Good | Good | Very Good | 6095 | 84.2 |
January 1992 | Good | Very Good | Good | Very Good | 5605 | 84.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 169 | 147 | 5 | 17 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 222 | 111 | 111 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 5,927 | 5,543 | 310 | 74 | 0 |