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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201673.0GoodGoodGoodGood-3800
February 201469.8GoodGoodGoodGood-5000
February 201256.7GoodGoodGoodGood-4500
February 201056.7GoodGoodGoodGood-4500
February 200856.7GoodGoodGoodGood-4500
March 200661.8GoodGoodGoodGood-4500
March 200461.8GoodGoodGoodGood-4500
October 200259.5GoodGoodGoodGoodFO6025
January 200159.5GoodGoodGoodGoodFO6025
February 199959.7GoodGoodGoodGoodFO6025
February 199759.5GoodGoodGoodGoodFO6000
January 199557.7GoodGoodGoodGoodFO6000
January 199357.7GoodGoodGoodGoodFO5900
February 199165.9FairSatisfactoryGoodGoodFO5800