US 287 SB over FM 281 & RR
Map
Coordinates:
+36.02418, -101.9956336°01'27" N, 101°59'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 287 SB over FM 281 & RR |
Structure number: | 041710006604021 |
Location: | 7.5 Mi N of FM 119 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 345.2 ft. [105.2 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1984 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,980 [as of 2013] |
Truck traffic: | 64% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Satisfactory | Satisfactory | 4980 | 100.0 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 4980 | 99.0 |
September 2013 | Fair | Good | Satisfactory | Satisfactory | 3750 | 99.0 |
March 2012 | Fair | Good | Satisfactory | Satisfactory | 3550 | 99.0 |
March 2010 | Fair | Good | Satisfactory | Good | 3550 | 99.0 |
March 2008 | Fair | Good | Satisfactory | Good | 3550 | 99.0 |
March 2006 | Fair | Good | Satisfactory | Good | 4700 | 100.0 |
March 2004 | Fair | Good | Satisfactory | Good | 3750 | 100.0 |
April 2002 | Fair | Good | Satisfactory | Good | 3650 | 99.0 |
May 2000 | Good | Good | Good | Good | 3600 | 99.0 |
May 1998 | Good | Good | Good | Good | 3200 | 99.0 |
June 1996 | Good | Good | Very Good | Good | 3200 | 98.0 |
May 1994 | Good | Good | Very Good | Good | 3300 | 98.0 |
June 1992 | Good | Very Good | Very Good | Very Good | 2750 | 98.0 |
April 1990 | Good | Good | Very Good | Very Good | 3200 | 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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,815 | 1,777 | 35 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,800 | 13,790 | 10 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 2 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 34 | 46 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 114 | 104 | 10 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 42 | 42 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 690 | 0 | 690 | 0 | 0 |