Share:

BUCKINGHAM DR. over AUDUBON DITCH

Map 

Coordinates:
+32.32282, -86.29219
32°19'22" N, 86°17'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BUCKINGHAM DR. over AUDUBON DITCH
Structure number:008821
Old structure number:0000006651M0040 (from 1992 edition)
Location:1500 SO OF SO BYPASS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 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:Not applicable [N]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:800 [as of 1990]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:52.6 tons [47.8 metric tons]
Inventory rating:31.5 tons [28.6 metric tons]
Sufficiency rating:93.8
Estimated cost of work:$529,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201493.8Not deficient---800
May 201293.8Not deficient---800
May 201074.7Not deficient---800
May 200874.7Not deficient---800
May 200674.7Not deficient---800
May 200474.7Not deficient---800
May 200274.7Not deficient---800
July 200074.7Not deficient---800
July 199874.9Not deficient---800
July 199674.7Not deficient---800
November 199474.7Not deficient---800
December 199274.7Not deficient---800
August 199081.7Not deficient---800