Share: 
HWY 2W over EILERTSEN CREEK
Map
Coordinates:
+46.11499, -123.32443
46°06'54" N, 123°19'28" W
+46.11499, -123.32443
46°06'54" N, 123°19'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY 2W over EILERTSEN CREEK |
| Structure number: | 21455 092 06787 |
| Location: | 6.0 MI W CLATSKANIE |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 37.1 ft. [11.3 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 47.9 ft. [14.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2011 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,700 [as of 2016] |
| Truck traffic: | 25% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 87.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Good | Good | Good | Very Good | 6700 | 87.0 |
| November 2015 | Good | Very Good | Good | Very Good | 6200 | 87.8 |
| November 2013 | Good | Very Good | Good | Very Good | 6300 | 86.2 |
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. | 1,776 | 1,512 | 5 | 259 | 0 |
| Wearing Surfaces | sq. ft. | 1,628 | 1,332 | 296 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 104 | 104 | 0 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 192 | 152 | 40 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 74 | 70 | 4 | 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/1658505
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1658505