SH 3 over ROSE LAKE OVERPASS
Map
Coordinates:
+47.52194, -116.5152847°31'19" N, 116°30'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 3 over ROSE LAKE OVERPASS |
Structure number: | 000000000010136 |
Location: | 3.1 S. ROSE LAKE |
Purpose: | Carries highway over pedestrian/bicycle trail |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 88.9 ft. [27.1 m] |
Total length: | 256.9 ft. [78.3 m] |
Roadway width between curbs: | 36.7 ft. [11.2 m] |
Deck width edge-to-edge: | 39.7 ft. [12.1 m] |
Skew angle: | 55° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Year reconstructed: | 2015 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: July 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,400 [as of 2014] |
Truck traffic: | 15% of total traffic |
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: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2015 | Fair | Satisfactory | Very Good | Satisfactory | 1400 | 96.1 |
July 2013 | Fair | Fair | Very Good | Satisfactory | 1400 | 95.1 |
July 2011 | Fair | Satisfactory | Very Good | Satisfactory | 1400 | 88.5 |
July 2009 | Fair | Satisfactory | Very Good | Satisfactory | 1400 | 88.5 |
July 2007 | Fair | Satisfactory | Very Good | Satisfactory | 1300 | 89.2 |
July 2005 | Fair | Satisfactory | Very Good | Satisfactory | 1300 | 89.2 |
July 2003 | Fair | Satisfactory | Very Good | Satisfactory | 1300 | 89.2 |
July 2001 | Fair | Good | Very Good | Satisfactory | 1300 | 89.2 |
July 1999 | Good | Good | Very Good | Very Good | 1300 | 87.1 |
July 1997 | Good | Very Good | Very Good | Very Good | 1300 | 87.1 |
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. | 1,482 | 1,482 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,203 | 7,899 | 2,302 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 139 | 112 | 17 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 144 | 144 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 128 | 128 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 552 | 497 | 55 | 0 | 0 |