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HOLMES AVE over BROGLAN BRANCH

Map 

Coordinates:
+34.72933, -86.60881
34°43'46" N, 86°36'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOLMES AVE over BROGLAN BRANCH
Structure number:017476
Location:HOLMES AV * BROGLAN BRANC
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:82.0 ft. [25.0 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:9,500 [as of 2013]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,414,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201679.9Functionally obsoleteGoodGoodGood9500
March 201479.7Functionally obsoleteGoodGoodGood11000
March 201279.7Functionally obsoleteGoodGoodGood11000
March 201079.7Functionally obsoleteGoodGoodGood11000
March 200898.0Not deficientGoodGoodGood10400
July 200698.0Not deficientGoodVery GoodGood10900
July 200498.2Not deficientVery GoodVery GoodVery Good8600
July 200297.8Not deficientExcellentExcellentExcellent12675
July 200097.8Not deficientExcellentExcellentExcellent12675