HOUSTON ST over LYNN'S BAYOU
Map
Coordinates:
+28.62446, -96.6309928°37'28" N, 96°37'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HOUSTON ST over LYNN'S BAYOU |
Structure number: | 130290B00355001 |
Location: | 0.01 MI N OF NEWLIN ST |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 75.1 ft. [22.9 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,550 [as of 2009] |
Deck condition: | Very Good [8 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 86.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Very Good | Good | Good | 3550 | 86.8 |
November 2015 | Good | Very Good | Good | Good | 3550 | 86.5 |
November 2013 | Good | Very Good | Good | Good | 3550 | 94.3 |
December 2011 | Good | Very Good | Good | Good | 3550 | 94.3 |
December 2009 | Good | Very Good | Good | Good | 3550 | 94.3 |
January 2008 | Good | Very Good | Good | Very Good | 3550 | 94.3 |
January 2006 | Good | Very Good | Good | Good | 3410 | 94.4 |
January 2004 | Good | Very Good | Good | Very Good | 3410 | 96.4 |
April 2002 | Good | Very Good | Good | Very Good | 3410 | 96.4 |
July 2000 | Good | Very Good | Good | Very Good | 3350 | 96.5 |
July 1998 | Good | Very Good | Good | Very Good | 3350 | 96.5 |
June 1996 | Good | Very Good | Very Good | Very Good | 3490 | 96.4 |
June 1994 | Good | Very Good | Very Good | Very Good | 3490 | 93.4 |
November 1992 | Good | Very Good | Very Good | Very Good | 3490 | 93.4 |
December 1989 | Fair | Good | Good | Fair | 3490 | 7.0 |