SH 35 over LITTLE CHOCOLATE BYU
Map
Coordinates:
+28.60397, -96.6569028°36'14" N, 96°39'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 35 over LITTLE CHOCOLATE BYU |
Structure number: | 130290018001033 |
Location: | 1.30 MI NE OF FM 2433 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 151.9 ft. [46.3 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,990 [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: | Good [7 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 minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 4990 | 99.3 |
December 2016 | Good | Good | Good | Good | 4990 | 99.3 |
December 2014 | Fair | Good | Good | Fair | 4900 | 88.2 |
December 2012 | Fair | Good | Good | Satisfactory | 4900 | 99.3 |
December 2010 | Fair | Good | Good | Satisfactory | 4300 | 99.4 |
December 2008 | Good | Good | Good | Good | 4800 | 99.3 |
January 2007 | Good | Good | Good | Good | 5600 | 98.2 |
January 2005 | Good | Good | Good | Good | 5300 | 98.3 |
February 2003 | Good | Very Good | Good | Good | 5700 | 98.2 |
February 2001 | Good | Good | Good | Good | 5800 | 96.2 |
July 1999 | Good | Very Good | Good | Good | 5100 | 93.3 |
May 1997 | Good | Very Good | Good | Good | 4800 | 94.3 |
April 1995 | Fair | Very Good | Good | Satisfactory | 4800 | 94.3 |
February 1993 | Good | Very Good | Good | Good | 4700 | 94.3 |
March 1991 | Good | Very Good | Very Good | Good | 5000 | 94.3 |