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CHAPMAN GRANGE RD over N FK SCAPPOOSE CREEK
Map
Coordinates:
+45.82230, -122.97437
45°49'20" N, 122°58'28" W
+45.82230, -122.97437
45°49'20" N, 122°58'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CHAPMAN GRANGE RD over N FK SCAPPOOSE CREEK |
| Structure number: | 20654 103300025 |
| Location: | 015 M EAST OF CHAPMAN |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2007 |
| 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: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 110 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 80.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Good | Good | Good | 110 | 80.0 |
| May 2015 | Good | Good | Good | Good | 110 | 80.0 |
| May 2013 | Good | Good | Good | Good | 110 | 80.0 |
| May 2011 | Good | Good | Good | Good | 110 | 80.0 |
| May 2009 | Good | Very Good | Very Good | Very Good | 110 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Deck | ||||||
| Prestressed Concrete Deck | sq. ft. | 1,350 | 1,350 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,350 | 1,350 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 66 | 64 | 2 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 54 | 54 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 28 | 28 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 100 | 99 | 1 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 595 | 595 | 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/1453179
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1453179