OLD HWY 30 over SOUTH BEAVER CREEK
Map
Coordinates:
+46.09319, -123.0323346°05'35" N, 123°01'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD HWY 30 over SOUTH BEAVER CREEK |
Structure number: | 20657 209700730 |
Location: | 005 MI E HWY 30 JCT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 2007 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
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: | 605 [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: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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: | 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 92.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Very Good | Very Good | Very Good | 605 | 92.9 |
May 2015 | Good | Very Good | Very Good | Very Good | 605 | 92.9 |
May 2013 | Good | Very Good | Very Good | Very Good | 605 | 93.9 |
July 2011 | Good | Very Good | Very Good | Very Good | 605 | 93.9 |
June 2009 | Good | Very Good | Very Good | Very Good | 605 | 93.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Prestressed Concrete Deck | sq. ft. | 2,000 | 1,650 | 350 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,900 | 1,900 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 80 | 80 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 160 | 80 | 80 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 180 | 180 | 0 | 0 | 0 |