US 77 NB over FM 1356
Map
Coordinates:
+27.49116, -97.8467427°29'28" N, 97°50'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 77 NB over FM 1356 |
Structure number: | 161370010204122 |
Location: | 1.7 MI S OF SH 141 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 111.6 ft. [34.0 m] |
Total length: | 269.0 ft. [82.0 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,080 [as of 2013] |
Truck traffic: | 26% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Satisfactory | 10080 | 98.0 |
July 2016 | Fair | Satisfactory | Very Good | Satisfactory | 10080 | 98.0 |
July 2014 | Fair | Satisfactory | Good | Satisfactory | 9650 | 95.0 |
August 2012 | Fair | Satisfactory | Good | Satisfactory | 9650 | 95.0 |
July 2010 | Fair | Good | Very Good | Satisfactory | 9230 | 95.0 |
July 2008 | Fair | Good | Very Good | Satisfactory | 9450 | 95.0 |
May 2006 | Fair | Good | Very Good | Satisfactory | 7060 | 98.0 |
March 2004 | Good | Good | Very Good | Good | 7060 | 98.0 |
February 2002 | Good | Good | Very Good | Good | 7060 | 98.0 |
April 2000 | Good | Very Good | Excellent | Good | 7800 | 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. | 1,340 | 1,340 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,593 | 5,297 | 5,296 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 82 | 8 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 86 | 82 | 4 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 562 | 538 | 22 | 2 | 0 |