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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

Good/Fair/Poor Condition:Good
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201679.9GoodGoodGoodGoodFO9500
March 201479.7GoodGoodGoodGoodFO11000
March 201279.7GoodGoodGoodGoodFO11000
March 201079.7GoodGoodGoodGoodFO11000
March 200898.0GoodGoodGoodGood-10400
July 200698.0GoodGoodVery GoodGood-10900
July 200498.2GoodVery GoodVery GoodVery Good-8600
July 200297.8GoodExcellentExcellentExcellent-12675
July 200097.8GoodExcellentExcellentExcellent-12675