Share:

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 2014 

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:60.2 tons [54.7 metric tons]
Inventory rating:36.2 tons [32.9 metric tons]
Sufficiency rating:84.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$933,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201484.6Not deficientGoodGoodGood3310
April 201284.7Not deficientGoodGoodGood2750
April 201084.7Not deficientGoodGoodGood2750
April 200863.1Not deficientGoodGoodGood2750
September 200663.1Not deficientGoodGoodGood2750
September 200463.1Not deficientGoodGoodGood2750
September 200263.1Not deficientGoodGoodGood2750
January 200163.1Not deficientGoodGoodGood2750
February 199963.3Not deficientGoodGoodGood2750
December 199663.1Not deficientGoodGoodGood2725
December 199470.4Not deficientGoodGoodGood2700
January 199370.4Not deficientGoodGoodGood2600
February 199177.5Not deficientGoodGoodGood2500