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OR 202 (HWY 102) over Lyons Creek
Map
Coordinates:
+46.00229, -123.26414
46°00'08" N, 123°15'51" W
+46.00229, -123.26414
46°00'08" N, 123°15'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OR 202 (HWY 102) over Lyons Creek |
| Structure number: | 19873 102 04563 |
| Location: | 4.5 MI E BIRKENFELD |
| 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: | 41.7 ft. [12.7 m] |
| Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 880 [as of 2017] |
| Truck traffic: | 31% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Satisfactory | Good | Good | 880 | 98.0 |
| May 2016 | Fair | Satisfactory | Good | Good | 980 | 97.8 |
| May 2014 | Good | Very Good | Very Good | Very Good | 860 | 98.1 |
| May 2012 | Good | Very Good | Very Good | Very Good | 860 | 97.1 |
| May 2011 | Good | Very Good | Very Good | Very Good | 860 | 97.1 |
| May 2009 | Good | Very Good | Very Good | Very Good | 1500 | 90.7 |
| May 2007 | Good | Very Good | Very Good | Very Good | 1500 | 90.7 |
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 Girder/Beam | linear ft. | 510 | 509 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,775 | 2,428 | 1,347 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 155 | 154 | 1 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 45 | 41 | 0 | 0 | 4 |
| Compression Joint | linear ft. | 45 | 31 | 14 | 0 | 0 |
| Other Joint | linear ft. | 89 | 77 | 12 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 170 | 79 | 90 | 1 | 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/1452571
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1452571