OLD HWY 30 over BEAVER CREEK
Map
Coordinates:
+46.10667, -123.1114246°06'24" N, 123°06'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD HWY 30 over BEAVER CREEK |
Structure number: | 20057 414700732 |
Location: | 026 MI W HWY 30 JCT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 18° |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 343 [as of 2010] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 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: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Very Good | Good | 343 | 90.9 |
May 2015 | Good | Very Good | Very Good | Very Good | 343 | 90.5 |
May 2013 | Good | Very Good | Very Good | Very Good | 343 | 90.5 |
July 2011 | Good | Very Good | Very Good | Very Good | 343 | 90.5 |
June 2009 | Good | Very Good | Very Good | Very Good | 343 | 90.5 |
January 2009 | Good | Very Good | Very Good | Very Good | 343 | 88.0 |
September 2006 | Good | Very Good | Very Good | Very Good | 330 | 88.0 |
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 Closed Web/Box Girder | linear ft. | 595 | 525 | 70 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,380 | 2,380 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,380 | 2,380 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 116 | 110 | 4 | 2 | 0 |
Joints |
Other Joint | linear ft. | 56 | 56 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 28 | 28 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 170 | 170 | 0 | 0 | 0 |