US 87 SB over BNSF RAILROAD & DRAW
Map
Coordinates:
+28.62604, -96.7287328°37'34" N, 96°43'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 87 SB over BNSF RAILROAD & DRAW |
Structure number: | 130290014403087 |
Location: | 3.46 MI S VICTORIA CTY LN |
Purpose: | Carries highway over railroad and waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 320.9 ft. [97.8 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 37° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
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: | Prestressed concrete [5] |
Main spans 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: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,700 [as of 2016] |
Truck traffic: | 24% 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] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 99.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 5700 | 99.5 |
December 2016 | Good | Good | Good | Good | 5700 | 99.5 |
December 2014 | Good | Good | Good | Good | 5700 | 99.5 |
December 2012 | Good | Good | Good | Good | 5700 | 99.5 |
December 2010 | Good | Good | Very Good | Good | 5700 | 99.5 |
December 2008 | Good | Good | Very Good | Good | 3570 | 99.7 |
January 2007 | Good | Good | Very Good | Good | 6100 | 97.4 |
January 2005 | Good | Good | Very Good | Good | 6100 | 97.4 |
October 2003 | Good | Good | Very Good | Good | 6100 | 98.4 |
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. | 1,605 | 1,605 | 0 | 0 | 0 |
Deck |
Prestressed Concrete Deck | sq. ft. | 12,840 | 12,712 | 128 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 7 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 102 | 94 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 144 | 144 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 644 | 644 | 0 | 0 | 0 |