US 160 ML over HILLSIDE
Map
Coordinates:
+37.44955, -106.8810937°26'58" N, 106°52'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 160 ML over HILLSIDE |
Structure number: | O-09-P |
Location: | 15.5 MI EAST OF JCT SH 84 |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 98.4 ft. [30.0 m] |
Total length: | 575.5 ft. [175.4 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 49.5 ft. [15.1 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
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: | 6 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,200 [as of 2011] |
Truck traffic: | 16% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Good | Good | 3200 | 78.4 |
October 2015 | Fair | Satisfactory | Good | Good | 3200 | 78.4 |
November 2013 | Fair | Satisfactory | Good | Good | 3200 | 78.4 |
October 2011 | Fair | Satisfactory | Good | Good | 2700 | 78.4 |
May 2009 | Fair | Satisfactory | Good | Good | 2700 | 78.4 |
June 2007 | Fair | Satisfactory | Good | Good | 2500 | 78.4 |
May 2003 | Fair | Satisfactory | Good | Good | 2748 | 84.5 |
June 1999 | Fair | Satisfactory | Good | Good | 2672 | 78.2 |
June 1997 | Fair | Satisfactory | Good | Good | 2050 | 78.2 |
May 1995 | Fair | Satisfactory | Good | Good | 2050 | 79.2 |
July 1993 | Fair | Satisfactory | Good | Good | 1900 | 80.9 |
April 1991 | Fair | Satisfactory | Good | Good | 1500 | 81.9 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,934 | 1,934 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,060 | 12,460 | 600 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 34 | 34 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 34 | 34 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 107 | 5 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 45 | 40 | 5 | 0 | 0 |
Other Joint | linear ft. | 581 | 0 | 0 | 581 | 0 |
Bearings |
Elastomeric Bearing | each | 13 | 13 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 575 | 475 | 100 | 0 | 0 |