US 77 SB over DRAW & STOCK PASS
Map
Coordinates:
+27.03738, -97.7944327°02'15" N, 97°47'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 77 SB over DRAW & STOCK PASS |
Structure number: | 210660032703008 |
Location: | 16.4 MI S OF KLEBERG C/L |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 39.7 ft. [12.1 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Year reconstructed: | 1952 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
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: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Good | Good | Satisfactory | 4640 | 97.6 |
February 2015 | Fair | Good | Satisfactory | Satisfactory | 4640 | 98.6 |
February 2013 | Fair | Good | Satisfactory | Good | 4700 | 89.0 |
April 2011 | Fair | Good | Satisfactory | Good | 5200 | 89.0 |
May 2009 | Fair | Good | Satisfactory | Good | 5200 | 89.2 |
May 2007 | Fair | Good | Satisfactory | Satisfactory | 4800 | 89.3 |
May 2005 | Fair | Satisfactory | Satisfactory | Good | 4800 | 90.3 |
May 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 4900 | 90.0 |
June 2001 | Good | Good | Good | Good | 4700 | 90.0 |
June 1999 | Fair | Good | Good | Satisfactory | 4850 | 89.0 |
September 1997 | Fair | Good | Good | Fair | 3600 | 79.1 |
September 1995 | Fair | Good | Good | Satisfactory | 3400 | 88.2 |
April 1993 | Fair | Very Good | Very Good | Satisfactory | 3250 | 81.1 |
January 1991 | Good | Very Good | Good | Good | 3050 | 80.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 84 | 81 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 168 | 164 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 55 | 55 | 0 | 0 | 0 |