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PARTRIDGE RD over GLANLANE DITCH

Montgomery County, Alabama

Map

Coordinates:
+32.33333, -86.25327
32°19'60" N, 86°15'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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 2016

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]
Operating rating:70.0 tons [63.6 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$382,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 2016100.0Good7 out of 10-100
June 2014100.0Good7 out of 10-100
March 2012100.0Good7 out of 10-100
March 201079.5Good7 out of 10-100
March 200879.5Good7 out of 10-100
March 200679.5Good7 out of 10-100
March 200479.5Good7 out of 10-100
March 200279.5Good7 out of 10-100
March 200079.5Good7 out of 10-100
March 199879.7Good7 out of 10-100
January 199779.5Good7 out of 10-100