US 12 over WAREHOUSE YARD
Map
Coordinates:
+46.32525, -117.9726746°19'31" N, 117°58'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 12 over WAREHOUSE YARD |
Structure number: | 0001687B0000000 |
Location: | 8.2 E WALLA WAL CO |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 263.1 ft. [80.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,539 [as of 2012] |
Truck traffic: | 29% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 41.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $3,443,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Poor | Satisfactory | Fair | Poor | 2539 | 41.7 |
February 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 2539 | 70.1 |
February 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 2514 | 70.1 |
February 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2400 | 69.0 |
February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2873 | 68.7 |
March 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 3200 | 68.4 |
April 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 3200 | 68.4 |
April 2003 | Fair | Satisfactory | Satisfactory | Good | 3200 | 68.4 |
May 2001 | Fair | Satisfactory | Satisfactory | Good | 3200 | 68.4 |
May 1999 | Fair | Satisfactory | Satisfactory | Good | 3118 | 66.5 |
August 1997 | Fair | Satisfactory | Satisfactory | Good | 3118 | 66.5 |
August 1995 | Fair | Satisfactory | Satisfactory | Good | 3118 | 61.5 |
April 1993 | Fair | Satisfactory | Satisfactory | Good | 3825 | 49.9 |
November 1991 | Fair | Fair | Fair | Good | 3825 | 39.9 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 1,080 | 1,056 | 0 | 24 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,456 | 6,455 | 0 | 0 | 1 |
Wearing Surfaces | sq. ft. | 6,456 | 0 | 6,416 | 0 | 40 |
Substructure |
Reinforced Concrete Column | each | 20 | 6 | 0 | 14 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 64 | 0 | 2 | 0 |
Joints |
Open Joint | linear ft. | 170 | 0 | 0 | 0 | 170 |
Bearings |
Movable Bearing | each | 8 | 8 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 540 | 540 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 540 | 0 | 0 | 540 | 0 |