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US 287 ML over Lone Wolf Canal
Map
Coordinates:
+38.33282, -102.71979
38°19'58" N, 102°43'11" W
+38.33282, -102.71979
38°19'58" N, 102°43'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 287 ML over Lone Wolf Canal |
| Structure number: | K-26-J |
| Location: | 15.1 MI N OF US 50 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 136.2 ft. [41.5 m] |
| Total length: | 138.5 ft. [42.2 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,400 [as of 2011] |
| Truck traffic: | 59% of total traffic |
| Deck condition: | Good [7 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Good | Good | Good | Good | 2400 | 97.9 |
| February 2016 | Good | Good | Good | Good | 2400 | 97.9 |
| February 2014 | Good | Very Good | Good | Good | 2400 | 97.9 |
| February 2012 | Good | Very Good | Good | Good | 2500 | 97.8 |
| February 2010 | Good | Very Good | Good | Good | 2500 | 97.8 |
| March 2008 | Good | Very Good | Very Good | Very Good | 2400 | 97.9 |
| January 2006 | Good | Very Good | Very Good | Very Good | 2255 | 98.0 |
| January 2004 | Good | Very Good | Very Good | Very Good | 1536 | 92.5 |
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 | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 831 | 827 | 2 | 2 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,510 | 6,380 | 130 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 94 | 89 | 5 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 88 | 0 | 88 | 0 | 0 |
| Pourable Joint | linear ft. | 88 | 66 | 0 | 22 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 277 | 277 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 277 | 277 | 0 | 0 | 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/1069386
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1069386