US 491 ML over DRAW
Map
Coordinates:
+37.72757, -108.8611937°43'39" N, 108°51'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 491 ML over DRAW |
Structure number: | N-01-G |
Location: | 5.9 MI NW OF CAHONE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 14.1 ft. [4.3 m] |
Total length: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 94.2 ft. [28.7 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1959 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,800 [as of 2011] |
Truck traffic: | 18% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 68.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $152,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Fair | 5 out of 10 | 2800 | 68.9 |
March 2015 | Fair | 5 out of 10 | 2800 | 68.9 |
February 2013 | Fair | 5 out of 10 | 2800 | 68.9 |
February 2011 | Fair | 5 out of 10 | 4300 | 67.8 |
March 2009 | Fair | 5 out of 10 | 4300 | 67.8 |
February 2007 | Fair | 5 out of 10 | 3500 | 68.4 |
March 2005 | Fair | 5 out of 10 | 3348 | 68.5 |
March 2003 | Fair | 5 out of 10 | 3145 | 68.7 |
February 2001 | Fair | 5 out of 10 | 3830 | 68.2 |
March 1999 | Fair | 5 out of 10 | 3830 | 68.2 |
February 1997 | Fair | 5 out of 10 | 2900 | 68.8 |
March 1995 | Fair | 5 out of 10 | 2900 | 68.8 |
April 1993 | Fair | 5 out of 10 | 2500 | 69.1 |
March 1992 | Fair | 5 out of 10 | 2500 | 67.1 |
January 1990 | Fair | 5 out of 10 | 2400 | 67.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 266 | 155 | 80 | 31 | 0 |