Share:

LODGE DRIVE over MILLIES CRK

Map 

Coordinates:
+32.33333, -86.08333
32°19'60" N, 86°04'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LODGE DRIVE over MILLIES CRK
Structure number:019931
Location:525' SOUTH OF AL110
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:67.9 ft. [20.7 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:Private (other than railroad) [26]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:241 [as of 2016]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:50.7 tons [46.1 metric tons]
Inventory rating:37.5 tons [34.1 metric tons]
Sufficiency rating:97.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$641,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201697.0Not deficientGoodGoodVery Good241
June 201397.0Not deficientGoodGoodVery Good241
April 201097.0Not deficientVery GoodGoodVery Good241
December 200697.0Not deficientExcellentGoodExcellent210