US 77 SB over DRAW & STOCK PASS
Map
Coordinates:
+27.09602, -97.7904227°05'46" N, 97°47'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 77 SB over DRAW & STOCK PASS |
Structure number: | 210660032703007 |
Location: | 12.3 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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,390 [as of 2013] |
Truck traffic: | 26% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Very Good | Good | 4390 | 99.6 |
February 2015 | Good | Good | Good | Good | 4390 | 99.6 |
February 2013 | Good | Good | Good | Good | 4900 | 89.0 |
April 2011 | Good | Good | Good | Good | 5000 | 89.0 |
May 2009 | Good | Good | Good | Good | 5050 | 89.3 |
May 2007 | Fair | Good | Satisfactory | Satisfactory | 4500 | 89.3 |
May 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 4750 | 90.3 |
May 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 5200 | 90.0 |
June 2001 | Fair | Good | Good | Satisfactory | 4550 | 90.0 |
June 1999 | Fair | Good | Good | Satisfactory | 4750 | 90.0 |
September 1997 | Fair | Good | Good | Satisfactory | 3700 | 90.1 |
September 1995 | Good | Good | Good | Good | 3550 | 89.2 |
April 1993 | Good | Very Good | Very Good | Good | 3400 | 79.1 |
January 1991 | Good | Good | Good | Good | 3150 | 77.0 |
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 | 84 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 168 | 158 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 55 | 55 | 0 | 0 | 0 |