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HOBBS ISL RD (CIT over ALDRIDGE CREEK

Map 

Coordinates:
+34.58405, -86.55586
34°35'03" N, 86°33'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HOBBS ISL RD (CIT over ALDRIDGE CREEK
Structure number:006030
Old structure number:0000015545013X0 (from 1992 edition)
Location:0.7 MI SE JCT HWY 231-S
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Posted for load [P]
Average daily traffic:2,290 [as of 2013]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:28.2 tons [25.6 metric tons]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,427,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201473.6Not deficientFairSatisfactorySatisfactory2290
October 201370.6Not deficientFairSatisfactorySatisfactory3000
October 201270.6Not deficientFairSatisfactorySatisfactory3000
October 201167.5Functionally obsoleteFairSatisfactorySatisfactory5000
October 201067.5Functionally obsoleteFairSatisfactorySatisfactory5000
October 200867.5Functionally obsoleteFairSatisfactorySatisfactory5000
August 200655.9Functionally obsoleteFairFairSatisfactory5000
October 200448.9Functionally obsoleteFairFairSatisfactory5000
January 200349.2Functionally obsoleteSatisfactoryFairSatisfactory5000
March 199949.2Functionally obsoleteSatisfactoryFairGood4200
August 199749.2Functionally obsoleteSatisfactoryFairGood4150
August 199634.5Functionally obsoleteSatisfactoryFairGood4150
July 199547.3Functionally obsoleteSatisfactoryFairGood4100
March 199554.8Functionally obsoleteGoodGoodGood4100
January 199353.8Functionally obsoleteSatisfactoryGoodGood4000
February 199161.1Functionally obsoleteSatisfactoryGoodGood4000