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OLD HWY 30 over BEAVER CREEK
Map
Coordinates:
+46.10083, -123.09079
46°06'03" N, 123°05'27" W
+46.10083, -123.09079
46°06'03" N, 123°05'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OLD HWY 30 over BEAVER CREEK |
| Structure number: | 20730 414700864 |
| Location: | 013 MI W HWY 30 JCT |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 78.1 ft. [23.8 m] |
| Total length: | 78.1 ft. [23.8 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2008 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| 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: | 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: | 92.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Very Good | Very Good | Very Good | 343 | 92.4 |
| May 2015 | Good | Very Good | Very Good | Very Good | 343 | 92.1 |
| May 2013 | Good | Very Good | Very Good | Very Good | 343 | 92.1 |
| July 2011 | Good | Very Good | Very Good | Very Good | 343 | 92.1 |
| June 2009 | Good | Very Good | Very Good | Very Good | 343 | 92.1 |
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 Closed Web/Box Girder | linear ft. | 546 | 500 | 46 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 2,184 | 2,184 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 2,028 | 2,028 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 108 | 105 | 3 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 56 | 0 | 56 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 28 | 28 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 156 | 106 | 50 | 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/1453198
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1453198