FM 831 over KEECHI CREEK
Map
Coordinates:
+31.46861, -95.8612331°28'07" N, 95°51'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 831 over KEECHI CREEK |
Structure number: | 171450114501020 |
Location: | 5.25 MI NE OF FM 1511 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2013] |
Truck traffic: | 24% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 99.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Satisfactory | Good | 260 | 99.5 |
March 2015 | Fair | Satisfactory | Good | Good | 260 | 99.5 |
March 2013 | Good | Good | Good | Good | 270 | 99.5 |
March 2011 | Good | Good | Good | Good | 240 | 99.5 |
March 2009 | Good | Good | Good | Good | 400 | 99.2 |
March 2007 | Good | Good | Good | Good | 420 | 99.2 |
March 2005 | Fair | Satisfactory | Satisfactory | Good | 340 | 97.3 |
April 2003 | Fair | Satisfactory | Good | Good | 250 | 99.5 |
April 2001 | Good | Good | Good | Very Good | 250 | 94.5 |
December 1998 | Good | Very Good | Very Good | Very Good | 220 | 90.5 |