US 281 SB over SH 285 PALO BLANCO CRK
Map
Coordinates:
+27.22826, -98.1409327°13'42" N, 98°08'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 281 SB over SH 285 PALO BLANCO CRK |
Structure number: | 210240025514276 |
Location: | 1.50 MI S OF FM 1418 |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 115.2 ft. [35.1 m] |
Total length: | 802.2 ft. [244.5 m] |
Roadway width between curbs: | 49.2 ft. [15.0 m] |
Deck width edge-to-edge: | 52.2 ft. [15.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 7 |
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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,000 [as of 2013] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 99.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Very Good | 7000 | 99.3 |
February 2015 | Good | Good | Good | Very Good | 7000 | 99.3 |
March 2014 | Good | Good | Very Good | Very Good | 13200 | 96.7 |
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. | 104 | 104 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 350 | 350 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 112 | 112 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,604 | 1,604 | 0 | 0 | 0 |