SH 35 over GUADALUPE RIVER
Map
Coordinates:
+28.47838, -96.8626528°28'42" N, 96°51'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 35 over GUADALUPE RIVER |
Structure number: | 130290018001044 |
Location: | 5.40 MI SW OF SH 185 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 200.1 ft. [61.0 m] |
Roadway width between curbs: | 52.2 ft. [15.9 m] |
Deck width edge-to-edge: | 54.8 ft. [16.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,810 [as of 2013] |
Truck traffic: | 12% 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 84.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Good | Satisfactory | 4810 | 84.6 |
December 2016 | Fair | Good | Good | Satisfactory | 4810 | 84.0 |
December 2014 | Fair | Good | Good | Satisfactory | 3100 | 88.6 |
December 2012 | Fair | Good | Good | Satisfactory | 3100 | 88.6 |
December 2010 | Fair | Good | Good | Satisfactory | 3200 | 88.4 |
January 2009 | Fair | Good | Good | Satisfactory | 3500 | 87.4 |
January 2007 | Fair | Very Good | Good | Satisfactory | 3600 | 84.8 |
January 2005 | Fair | Very Good | Good | Satisfactory | 3600 | 84.8 |
February 2003 | Fair | Good | Good | Satisfactory | 3800 | 85.2 |
February 2001 | Good | Good | Very Good | Very Good | 3900 | 82.8 |
August 1999 | Good | Good | Very Good | Good | 4100 | 82.8 |
May 1997 | Good | Good | Very Good | Very Good | 3300 | 85.8 |
March 1995 | Good | Good | Very Good | Very Good | 3500 | 86.3 |
February 1993 | Good | Good | Very Good | Good | 3300 | 83.6 |
March 1991 | Good | Good | Very Good | Very Good | 3100 | 84.3 |