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CLUBVIEW DR over BROGLAN BRANCH

Map 

Coordinates:
+34.74508, -86.62230
34°44'42" N, 86°37'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLUBVIEW DR over BROGLAN BRANCH
Structure number:009788
Old structure number:0000014045M0020 (from 1992 edition)
Location:1403 CLUBVIEW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:500 [as of 2013]
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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:40.9 tons [37.2 metric tons]
Inventory rating:24.5 tons [22.3 metric tons]
Sufficiency rating:86.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$440,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201686.5Not deficient---500
February 201486.5Not deficient---500
February 201276.5Not deficient---500
February 201076.5Not deficient---500
February 200876.5Not deficient---500
November 200476.5Not deficient---500
November 200270.7Not deficient---2430
January 200170.7Not deficient---2430
December 199870.9Not deficient---2430
November 199670.7Not deficient---2425
December 199470.3Not deficient---2400
February 199370.3Not deficient---2300
December 199077.4Not deficient---2200