I-80 (SR-80) WBL over SKULL VALLEY DRAIN
Map
Coordinates:
+40.75308, -112.7219240°45'11" N, 112°43'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-80 (SR-80) WBL over SKULL VALLEY DRAIN |
Structure number: | 4C 239 |
Location: | 3.6 MILES EAST of DELLE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 63.3 ft. [19.3 m] |
Roadway width between curbs: | 43.6 ft. [13.3 m] |
Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1948 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,060 [as of 2014] |
Truck traffic: | 31% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 81.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Fair | Fair | 8060 | 81.7 |
September 2016 | Fair | Good | Fair | Fair | 8060 | 81.7 |
September 2014 | Fair | Good | Fair | Fair | 4078 | 82.2 |
September 2012 | Fair | Good | Fair | Fair | 4066 | 83.8 |
October 2010 | Fair | Satisfactory | Fair | Fair | 4265 | 83.8 |
September 2008 | Fair | Satisfactory | Fair | Fair | 4265 | 83.8 |
June 2007 | Fair | Satisfactory | Fair | Fair | 4190 | 83.8 |
August 2005 | Fair | Satisfactory | Fair | Fair | 4190 | 83.8 |
October 2002 | Fair | Satisfactory | Satisfactory | Fair | 4248 | 83.8 |
September 2000 | Fair | Satisfactory | Satisfactory | Fair | 4085 | 78.8 |
August 1998 | Fair | Good | Satisfactory | Fair | 4085 | 80.8 |
September 1996 | Fair | Good | Satisfactory | Fair | 3520 | 79.8 |
December 1994 | Fair | Very Good | Satisfactory | Fair | 3520 | 84.7 |
November 1992 | Fair | Very Good | Good | Satisfactory | 3345 | 89.2 |
July 1991 | Fair | Very Good | Good | Satisfactory | 2970 | 89.3 |
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 |
Steel Girder/Beam | linear ft. | 425 | 0 | 411 | 14 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,752 | 2,487 | 260 | 5 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 87 | 18 | 58 | 11 | 0 |
Bearings |
Movable Bearing | each | 7 | 0 | 7 | 0 | 0 |
Fixed Bearing | each | 7 | 0 | 7 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 180 | 160 | 20 | 0 | 0 |