SH 3 over EVANS CREEK
Map
Coordinates:
+47.45861, -116.5816747°27'31" N, 116°34'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 3 over EVANS CREEK |
Structure number: | 000000000010131 |
Location: | 9.1 S. ROSE LAKE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 77.1 ft. [23.5 m] |
Roadway width between curbs: | 33.1 ft. [10.1 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 2015] |
Truck traffic: | 14% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Very Good | Good | 1200 | 98.7 |
July 2015 | Good | Good | Very Good | Good | 1200 | 98.7 |
July 2013 | Good | Good | Very Good | Good | 1200 | 98.7 |
July 2011 | Good | Good | Very Good | Good | 1400 | 98.7 |
July 2009 | Good | Good | Very Good | Good | 1400 | 98.7 |
July 2007 | Good | Good | Very Good | Good | 1100 | 98.7 |
July 2005 | Good | Good | Very Good | Good | 1100 | 98.7 |
July 2003 | Good | Good | Very Good | Good | 1100 | 98.7 |
July 2001 | Good | Good | Very Good | Good | 1100 | 98.7 |
July 2000 | Good | Good | Very Good | Good | 1100 | 96.7 |
July 1998 | Good | Very Good | Very Good | Good | 1100 | 96.7 |
July 1996 | Good | Very Good | Very Good | Good | 990 | 97.8 |
November 1994 | Good | Very Good | Very Good | Good | 990 | 97.8 |
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. | 315 | 315 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,772 | 2,771 | 1 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,564 | 2,563 | 1 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 64 | 8 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 154 | 154 | 0 | 0 | 0 |