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A STREET over FOX CREEK
Map
Coordinates:
+46.09079, -122.93900
46°05'27" N, 122°56'20" W
+46.09079, -122.93900
46°05'27" N, 122°56'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | A STREET over FOX CREEK |
| Structure number: | 19612 000 00000 |
| Location: | 0.06 MI N OF US 30 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 70.9 ft. [21.6 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 780 [as of 2010] |
| Truck traffic: | 5% 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: | 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: | 93.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Very Good | Very Good | Very Good | 780 | 93.0 |
| May 2015 | Good | Very Good | Very Good | Very Good | 780 | 92.9 |
| May 2013 | Good | Very Good | Very Good | Very Good | 780 | 92.9 |
| July 2011 | Good | Very Good | Very Good | Very Good | 780 | 92.9 |
| June 2009 | Good | Very Good | Very Good | Very Good | 780 | 92.9 |
| January 2009 | Good | Very Good | Very Good | Very Good | 780 | 92.3 |
| September 2006 | Good | Very Good | Very Good | Very Good | 750 | 92.3 |
| September 2004 | Good | Very Good | Very Good | Very Good | 750 | 92.3 |
| March 2003 | Good | Excellent | Excellent | Excellent | 750 | 92.3 |
| 2000 | - | - | - | - | - | 95.0 |
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. | 3,066 | 3,065 | 1 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 3,066 | 3,023 | 43 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 116 | 115 | 1 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 86 | 43 | 43 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 188 | 184 | 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/1452467
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1452467