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TONEY DRIVE over ALDRIDGE CREEK

Map

Coordinates:
+34.69836, -86.55040
34°41'54" N, 86°33'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TONEY DRIVE over ALDRIDGE CREEK
Structure number:007768
Old structure number:0000008045M0030 (from 1992 edition)
Location:1207 TONEY DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:30°
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:2
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,310 [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:Better than present minimum criteria [7]
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:Better than present minimum criteria [7]
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:60.1 tons [54.6 metric tons]
Inventory rating:36.1 tons [32.8 metric tons]
Sufficiency rating:87.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$681,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201687.6GoodGoodGoodGood-3310
April 201484.6GoodGoodGoodGood-3310
April 201284.7GoodGoodGoodGood-2750
April 201084.7GoodGoodGoodGood-2750
April 200863.1GoodGoodGoodGood-2750
September 200663.1GoodGoodGoodGood-2750
September 200463.1GoodGoodGoodGood-2750
September 200263.1GoodGoodGoodGood-2750
January 200163.1GoodGoodGoodGood-2750
February 199963.3GoodGoodGoodGood-2750
December 199663.1GoodGoodGoodGood-2725
December 199470.4GoodGoodGoodGood-2700
January 199370.4GoodGoodGoodGood-2600
February 199177.5GoodGoodGoodGood-2500