FM 1663 over WHITES BAYOU
Map
Coordinates:
+29.85853, -94.6187829°51'31" N, 94°37'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1663 over WHITES BAYOU |
Structure number: | 200360146401003 |
Location: | 0.5 MI E OF SH 61 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 22.3 ft. [6.8 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 480 [as of 2013] |
Truck traffic: | 11% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Good | Satisfactory | 480 | 84.3 |
May 2016 | Fair | Satisfactory | Good | Good | 480 | 84.3 |
May 2014 | Fair | Satisfactory | Good | Good | 430 | 84.3 |
June 2012 | Fair | Satisfactory | Good | Good | 430 | 76.8 |
June 2010 | Fair | Satisfactory | Good | Good | 470 | 81.4 |
May 2008 | Fair | Satisfactory | Good | Good | 450 | 81.4 |
July 2006 | Good | Good | Good | Good | 380 | 79.8 |
April 2005 | Good | Good | Good | Good | 380 | 76.8 |
May 2003 | Good | Good | Good | Good | 410 | 76.6 |
June 2001 | Good | Good | Good | Good | 400 | 76.6 |
May 1999 | Good | Good | Good | Very Good | 400 | 76.6 |
June 1997 | Good | Good | Good | Very Good | 310 | 76.6 |
June 1994 | Good | Good | Good | Very Good | 340 | 76.6 |
September 1991 | Good | Good | Very Good | Very Good | 540 | 76.7 |