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LILY FLAG RD over ALDRIDGE CREEK

Map 

Coordinates:
+34.65844, -86.55204
34°39'30" N, 86°33'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LILY FLAG RD over ALDRIDGE CREEK
Structure number:007719
Old structure number:0000004245M0070 (from 1992 edition)
Location:720 LILY FLAG RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:25.9 ft. [7.9 m]
Total length:104.0 ft. [31.7 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:3,800 [as of 2013]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:73.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$955,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201673.0Not deficientGoodGoodGood3800
February 201469.8Not deficientGoodGoodGood5000
February 201256.7Not deficientGoodGoodGood4500
February 201056.7Not deficientGoodGoodGood4500
February 200856.7Not deficientGoodGoodGood4500
March 200661.8Not deficientGoodGoodGood4500
March 200461.8Not deficientGoodGoodGood4500
October 200259.5Functionally obsoleteGoodGoodGood6025
January 200159.5Functionally obsoleteGoodGoodGood6025
February 199959.7Functionally obsoleteGoodGoodGood6025
February 199759.5Functionally obsoleteGoodGoodGood6000
January 199557.7Functionally obsoleteGoodGoodGood6000
January 199357.7Functionally obsoleteGoodGoodGood5900
February 199165.9Functionally obsoleteSatisfactoryGoodGood5800