US 287 NB over South Palo Duro Creek
Map
Coordinates:
+35.91908, -101.9813335°55'09" N, 101°58'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 287 NB over South Palo Duro Creek |
Structure number: | 041710006604020 |
Location: | 0.2 Mi N of FM 119 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 121.1 ft. [36.9 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
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 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,480 [as of 2013] |
Truck traffic: | 64% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Good | Good | 4480 | 99.6 |
September 2015 | Good | Good | Good | Good | 4480 | 100.0 |
September 2013 | Good | Good | Good | Good | 3350 | 100.0 |
March 2012 | Good | Good | Good | Good | 3200 | 100.0 |
March 2010 | Good | Good | Good | Good | 3300 | 100.0 |
March 2008 | Good | Good | Good | Good | 3150 | 100.0 |
March 2006 | Good | Good | Good | Good | 2550 | 98.0 |
March 2004 | Fair | Good | Good | Satisfactory | 3250 | 98.0 |
April 2002 | Good | Good | Good | Good | 3500 | 96.0 |
May 2000 | Good | Good | Good | Good | 3350 | 96.0 |
May 1998 | Good | Good | Good | Good | 3450 | 96.0 |
June 1996 | Good | Good | Good | Good | 3450 | 96.0 |
May 1994 | Good | Good | Good | Good | 3100 | 96.0 |
June 1992 | Good | Good | Good | Good | 2800 | 96.0 |
April 1990 | Good | Good | Very Good | Good | 2650 | 98.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 1,576 | 1,531 | 42 | 3 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,852 | 4,521 | 300 | 31 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 80 | 73 | 7 | 0 | 0 |
Steel Pile | each | 18 | 11 | 7 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 114 | 112 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 244 | 216 | 22 | 6 | 0 |