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US 160 ML over PASS CREEK
Map
Coordinates:
+37.52735, -106.77020
37°31'38" N, 106°46'13" W
+37.52735, -106.77020
37°31'38" N, 106°46'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 160 ML over PASS CREEK |
| Structure number: | N-09-E |
| Location: | 6 MI E OF WOLF CREEK PASS |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 50.9 ft. [15.5 m] |
| Deck width edge-to-edge: | 89.9 ft. [27.4 m] |
| Skew angle: | 15° |
| Owner: | State Highway Agency [01] |
| Year built: | 1987 |
| 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: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Not applicable [N] |
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: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 60.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Fair | Satisfactory | Satisfactory | Good | 3200 | 60.5 |
| November 2015 | Fair | Satisfactory | Satisfactory | Good | 3200 | 75.0 |
| October 2013 | Fair | Satisfactory | Satisfactory | Good | 3200 | 75.0 |
| October 2011 | Fair | Satisfactory | Satisfactory | Good | 2700 | 75.0 |
| November 2009 | Fair | Satisfactory | Satisfactory | Good | 2700 | 75.0 |
| November 2007 | Fair | Satisfactory | Satisfactory | Good | 2500 | 75.0 |
| October 2005 | Fair | Satisfactory | Satisfactory | Good | 2271 | 75.0 |
| November 2003 | Fair | Satisfactory | Satisfactory | Good | 2748 | 81.0 |
| October 2001 | Fair | Satisfactory | Satisfactory | Good | 2748 | 74.8 |
| November 1997 | Fair | Satisfactory | Satisfactory | Good | 2672 | 59.8 |
| October 1995 | Fair | - | - | - | 2050 | 59.8 |
| October 1993 | Good | - | - | - | 1900 | 59.8 |
| September 1991 | Good | - | - | - | 1500 | 59.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 180 | 0 | 180 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 2 | 2 | 0 | 0 | 0 |
| Joints | ||||||
| Other Joint | linear ft. | 26 | 0 | 26 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 2,520 | 1,914 | 520 | 86 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1070732
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1070732