SH 238 over LITTLE CHOCOLATE BYU
Map
Coordinates:
+28.59179, -96.6446028°35'30" N, 96°38'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 238 over LITTLE CHOCOLATE BYU |
Structure number: | 130290014404047 |
Location: | 0.80 MI E OF FM 2433 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 151.9 ft. [46.3 m] |
Roadway width between curbs: | 62.7 ft. [19.1 m] |
Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
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: | 4,070 [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: | 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 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: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Good | Satisfactory | 4070 | 96.1 |
December 2016 | Fair | Good | Good | Satisfactory | 4070 | 96.1 |
December 2014 | Fair | Good | Good | Satisfactory | 4200 | 96.0 |
December 2012 | Fair | Good | Good | Satisfactory | 4200 | 96.0 |
December 2010 | Fair | Good | Good | Satisfactory | 4000 | 96.1 |
December 2008 | Fair | Good | Good | Satisfactory | 3900 | 92.2 |
January 2007 | Good | Very Good | Good | Good | 4900 | 92.9 |
January 2005 | Good | Very Good | Good | Good | 4700 | 92.8 |
February 2003 | Good | Very Good | Good | Good | 4700 | 94.8 |
February 2001 | Good | Good | Good | Good | 4900 | 92.7 |
July 1999 | Good | Good | Good | Good | 4800 | 92.7 |
May 1997 | Good | Very Good | Good | Good | 4100 | 92.9 |
April 1995 | Good | Very Good | Good | Good | 4700 | 92.8 |
February 1993 | Good | Good | Good | Good | 4800 | 94.0 |
March 1991 | Good | Good | Good | Good | 3900 | 94.2 |