VANDIVER BLVD over CHISHOLM DITCH
Map
Coordinates:
+32.41760, -86.2758032°25'03" N, 86°16'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | VANDIVER BLVD over CHISHOLM DITCH |
Structure number: | 016780 |
Location: | 200' E KEATING DR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 21.0 ft. [6.4 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 60.0 ft. [18.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 250 [as of 1996] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Estimated cost of work: | $337,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Fair | 6 out of 10 | 250 | 100.0 |
August 2016 | Fair | 6 out of 10 | 250 | 100.0 |
July 2014 | Fair | 6 out of 10 | 250 | 100.0 |
July 2012 | Fair | 6 out of 10 | 250 | 100.0 |
July 2010 | Fair | 6 out of 10 | 250 | 100.0 |
July 2008 | Fair | 6 out of 10 | 250 | 79.5 |
July 2006 | Fair | 6 out of 10 | 250 | 79.5 |
July 2004 | Good | 7 out of 10 | 250 | 79.5 |
August 2002 | Good | 7 out of 10 | 250 | 79.5 |
October 2000 | Good | 7 out of 10 | 250 | 79.5 |
November 1998 | Good | 7 out of 10 | 250 | 79.7 |
February 1997 | Good | 7 out of 10 | 250 | 79.5 |