US 77 NB over DRAW & STOCK PASS
Map
Coordinates:
+26.92986, -97.7915926°55'47" N, 97°47'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 77 NB over DRAW & STOCK PASS |
Structure number: | 210660032703047 |
Location: | 23.8 MI S OF KLEBERG C/L |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 37.1 ft. [11.3 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1985 |
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 continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
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: | 4,640 [as of 2013] |
Truck traffic: | 26% of total traffic |
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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Very Good | 4640 | 98.6 |
February 2015 | Fair | Satisfactory | Satisfactory | Good | 4640 | 98.6 |
February 2013 | Fair | Satisfactory | Satisfactory | Good | 4700 | 96.6 |
April 2011 | Fair | Satisfactory | Satisfactory | Good | 5200 | 96.5 |
April 2009 | Fair | Satisfactory | Good | Good | 5200 | 96.5 |
May 2007 | Good | Good | Good | Good | 4700 | 96.6 |
May 2005 | Good | Good | Good | Good | 4700 | 96.6 |
May 2003 | Good | Good | Good | Good | 4700 | 92.5 |
June 2001 | Fair | Satisfactory | Good | Very Good | 4700 | 97.6 |
June 1999 | Fair | Satisfactory | Good | Very Good | 4850 | 97.5 |
September 1997 | Fair | Satisfactory | Good | Very Good | 3600 | 97.7 |
September 1995 | Good | Good | Good | Very Good | 3400 | 97.7 |
April 1993 | Good | Very Good | Good | Very Good | 6500 | 97.5 |
January 1991 | Good | Good | Good | Very Good | 6100 | 97.5 |
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. | 80 | 80 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 120 | 119 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 44 | 44 | 0 | 0 | 0 |