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HALL ST over BROGLAN BRANCH

Map 

Coordinates:
+34.72421, -86.60297
34°43'27" N, 86°36'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HALL ST over BROGLAN BRANCH
Structure number:010788
Old structure number:0000009945M0030 (from 1992 edition)
Location:2418 HALL ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:17.1 ft. [5.2 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1972
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:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:3,658 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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: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:46.2 tons [42.0 metric tons]
Inventory rating:27.6 tons [25.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,632,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201471.1Functionally obsolete---3658
August 201255.9Functionally obsolete---3658
August 201055.9Functionally obsolete---3658
September 200855.9Functionally obsolete---3658
October 200655.9Functionally obsolete---3658
October 200455.9Functionally obsolete---3658
November 200255.9Functionally obsolete---3658
December 200055.9Functionally obsolete---3658
December 199856.1Functionally obsolete---3658
January 199755.9Functionally obsolete---3655
January 199556.0Functionally obsolete---3625
February 199356.0Functionally obsolete---3600
December 199063.1Functionally obsolete---3500