PARTRIDGE RD over GLANLANE DITCH
Map
Coordinates:
+32.33330, -86.2532032°19'60" N, 86°15'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARTRIDGE RD over GLANLANE DITCH |
Structure number: | 016781 |
Location: | 200' E GLADLANE DR |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 20.0 ft. [6.1 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1965 |
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: March 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 1996] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Estimated cost of work: | $380,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2018 | Good | 7 out of 10 | 100 | 100.0 |
March 2016 | Good | 7 out of 10 | 100 | 100.0 |
June 2014 | Good | 7 out of 10 | 100 | 100.0 |
March 2012 | Good | 7 out of 10 | 100 | 100.0 |
March 2010 | Good | 7 out of 10 | 100 | 79.5 |
March 2008 | Good | 7 out of 10 | 100 | 79.5 |
March 2006 | Good | 7 out of 10 | 100 | 79.5 |
March 2004 | Good | 7 out of 10 | 100 | 79.5 |
March 2002 | Good | 7 out of 10 | 100 | 79.5 |
March 2000 | Good | 7 out of 10 | 100 | 79.5 |
March 1998 | Good | 7 out of 10 | 100 | 79.7 |
January 1997 | Good | 7 out of 10 | 100 | 79.5 |