US-6 (SR-6) over I-70 (SR-70) EBL & WBL
Map
Coordinates:
+38.98171, -110.2334138°58'54" N, 110°14'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-6 (SR-6) over I-70 (SR-70) EBL & WBL |
Structure number: | 0C 446 |
Location: | 4 MILE WEST OF GREENRIVER |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 131.9 ft. [40.2 m] |
Total length: | 268.7 ft. [81.9 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,640 [as of 2014] |
Truck traffic: | 45% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 66.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Fair | Satisfactory | Fair | 4640 | 66.2 |
October 2015 | Fair | Satisfactory | Satisfactory | Fair | 4640 | 67.2 |
October 2013 | Fair | Satisfactory | Satisfactory | Fair | 4273 | 56.1 |
October 2011 | Fair | Fair | Satisfactory | Fair | 4410 | 67.0 |
October 2009 | Fair | Fair | Satisfactory | Satisfactory | 4410 | 79.0 |
October 2007 | Fair | Fair | Satisfactory | Satisfactory | 4520 | 79.0 |
September 2005 | Fair | Satisfactory | Good | Satisfactory | 4520 | 80.0 |
October 2003 | Fair | Satisfactory | Good | Satisfactory | 4175 | 80.0 |
October 1999 | Fair | Satisfactory | Good | Satisfactory | 3880 | 75.0 |
October 1997 | Fair | Satisfactory | Good | Satisfactory | 3390 | 75.0 |
October 1995 | Fair | Satisfactory | Good | Good | 3300 | 80.0 |
October 1993 | Fair | Satisfactory | Good | Good | 2850 | 80.0 |
December 1991 | Good | Very Good | Good | Good | 2655 | 80.0 |
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 |
Steel Girder/Beam | linear ft. | 1,589 | 1,112 | 477 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,229 | 11,659 | 330 | 240 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 1 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 53 | 36 | 17 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 6 | 6 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 643 | 643 | 0 | 0 | 0 |