I-182 over N 20TH AVE
Map
Coordinates:
+46.24842, -119.1173946°14'54" N, 119°07'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-182 over N 20TH AVE |
Structure number: | 0012236F0000000 |
Location: | 6.8 E BENTON CO |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 161.1 ft. [49.1 m] |
Roadway width between curbs: | 80.4 ft. [24.5 m] |
Deck width edge-to-edge: | 89.2 ft. [27.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Year reconstructed: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 14,180 [as of 2012] |
Truck traffic: | 9% 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 94.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2015 | Good | Good | Good | Good | 14180 | 94.6 |
March 2011 | Good | Good | Good | Good | 14122 | 89.6 |
April 2007 | Good | Good | Good | Good | 21014 | 88.9 |
April 2003 | Good | Good | Good | Good | 15411 | 89.4 |
June 2001 | Fair | Satisfactory | Good | Good | 15411 | 89.4 |
September 1999 | Fair | Satisfactory | Good | Good | 15411 | 89.4 |
July 1997 | Fair | Satisfactory | Good | Good | 15411 | 89.4 |
March 1995 | Fair | Satisfactory | Good | Good | 15411 | 87.7 |
May 1993 | Fair | Satisfactory | Good | Good | 23300 | 87.0 |
August 1991 | Fair | Satisfactory | Good | Good | 23300 | 87.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,920 | 1,917 | 1 | 2 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,928 | 12,927 | 0 | 0 | 1 |
Wearing Surfaces | sq. ft. | 12,928 | 0 | 12,928 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 209 | 209 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 165 | 165 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 172 | 0 | 172 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 320 | 320 | 0 | 0 | 0 |