FM 1942 over CEDAR BAYOU
Map
Coordinates:
+29.84971, -94.9466329°50'59" N, 94°56'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1942 over CEDAR BAYOU |
Structure number: | 200360181202004 |
Location: | 3.2 MI W OF SH 146 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 273.0 ft. [83.2 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 9 |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,710 [as of 2013] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 93.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 7710 | 93.3 |
June 2016 | Fair | Good | Satisfactory | Good | 7710 | 93.3 |
June 2014 | Fair | Good | Satisfactory | Good | 4100 | 95.5 |
June 2012 | Good | Good | Good | Good | 4100 | 95.5 |
June 2010 | Good | Good | Good | Good | 4600 | 95.2 |
May 2008 | Good | Good | Good | Good | 4000 | 95.6 |
July 2006 | Good | Good | Good | Good | 6700 | 93.9 |
April 2005 | Good | Good | Good | Good | 6700 | 94.9 |
May 2003 | Good | Good | Good | Good | 6600 | 96.0 |
June 2001 | Good | Good | Good | Good | 5300 | 96.8 |
May 1999 | Good | Good | Good | Good | 4900 | 97.0 |
May 1997 | Good | Good | Good | Good | 4500 | 97.3 |
June 1994 | Fair | Good | Good | Satisfactory | 4500 | 97.3 |
September 1991 | Fair | Good | Good | Satisfactory | 4200 | 97.5 |