BALTIMORE AVE over DRAW
Map
Coordinates:
+28.40973, -96.7066528°24'35" N, 96°42'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BALTIMORE AVE over DRAW |
Structure number: | 130290D00010001 |
Location: | 0.20 MI E OF MAIN ST |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
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: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 950 [as of 2009] |
Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Good | Good | 950 | 80.9 |
November 2015 | Good | Good | Good | Good | 950 | 80.6 |
November 2013 | Good | Good | Good | Good | 950 | 88.1 |
December 2011 | Good | Good | Good | Good | 950 | 88.1 |
December 2009 | Good | Good | Good | Good | 950 | 89.1 |
January 2008 | Good | Good | Good | Good | 950 | 88.1 |
January 2006 | Good | Good | Good | Good | 850 | 89.1 |
January 2004 | Good | Good | Good | Good | 850 | 90.1 |
April 2002 | Good | Good | Good | Good | 850 | 90.1 |
July 2000 | Good | Good | Good | Good | 850 | 90.1 |
July 1998 | Good | Good | Good | Good | 850 | 90.1 |
June 1996 | Good | Very Good | Very Good | Very Good | 720 | 98.9 |
June 1994 | Good | Very Good | Very Good | Very Good | 720 | 98.9 |
May 1992 | Good | Very Good | Very Good | Very Good | 720 | 98.9 |
December 1989 | Good | Very Good | Very Good | Very Good | 720 | 93.7 |