FM 92 over RUSH CREEK
Map
Coordinates:
+30.83663, -94.2260230°50'12" N, 94°13'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 92 over RUSH CREEK |
Structure number: | 202290070301018 |
Location: | 1.00 MI S OF US 190 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 180.1 ft. [54.9 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,960 [as of 2013] |
Truck traffic: | 9% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
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: | 86.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 1960 | 86.3 |
July 2016 | Good | Good | Good | Good | 1960 | 86.0 |
July 2014 | Good | Good | Good | Good | 2200 | 93.4 |
August 2012 | Good | Good | Good | Good | 2200 | 93.4 |
September 2010 | Good | Good | Very Good | Good | 2100 | 94.5 |
January 2009 | Good | Good | Very Good | Good | 2000 | 94.7 |
April 2007 | Good | Good | Very Good | Good | 2000 | 94.7 |
June 2005 | Good | Good | Very Good | Good | 2000 | 95.7 |
September 2003 | Good | Good | Very Good | Good | 2100 | 95.8 |
August 2001 | Good | Good | Very Good | Good | 2200 | 95.7 |
October 1999 | Good | Good | Very Good | Good | 2800 | 94.8 |
June 1997 | Good | Good | Very Good | Good | 2100 | 95.8 |
August 1994 | Good | Good | Very Good | Very Good | 2200 | 95.7 |
August 1991 | Good | Good | Very Good | Very Good | 1750 | 97.4 |