I-82 over COFFIN ROAD
Map
Coordinates:
+46.02558, -119.2250646°01'32" N, 119°13'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-82 over COFFIN ROAD |
Structure number: | 0012303A0000000 |
Location: | 9.9 E JCT US 395 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 129.9 ft. [39.6 m] |
Total length: | 133.9 ft. [40.8 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,121 [as of 2012] |
Truck traffic: | 24% 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,144,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 8121 | 97.2 |
March 2015 | Good | Good | Good | Good | 8121 | 97.2 |
March 2013 | Good | Good | Good | Good | 7998 | 97.3 |
March 2011 | Good | Good | Good | Good | 7998 | 97.3 |
March 2009 | Good | Good | Good | Good | 7799 | 97.3 |
January 2007 | Good | Good | Good | Good | 7000 | 97.3 |
April 2005 | Good | Good | Good | Good | 7000 | 97.3 |
April 2003 | Good | Good | Good | Good | 7000 | 97.3 |
March 2001 | Fair | Satisfactory | Satisfactory | Good | 7000 | 97.3 |
March 1999 | Fair | Satisfactory | Satisfactory | Good | 5266 | 97.5 |
April 1997 | Fair | Satisfactory | Satisfactory | Good | 5266 | 97.5 |
July 1995 | Fair | Satisfactory | Satisfactory | Good | 5266 | 96.2 |
July 1993 | Good | Good | Good | Good | 6800 | 97.5 |
June 1991 | Good | Good | Good | Good | 6800 | 97.5 |
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. | 804 | 802 | 1 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,092 | 5,092 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 82 | 82 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 76 | 0 | 76 | 0 | 0 |
Open Joint | linear ft. | 76 | 0 | 76 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 268 | 268 | 0 | 0 | 0 |