Share: 
OLD HWY 30 over BEAVER CREEK
Map
Coordinates:
+46.10667, -123.11142
46°06'24" N, 123°06'41" W
+46.10667, -123.11142
46°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1452899
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1452899