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WATKINS DR over TRIB HANGING MOSS CR

Map 

Coordinates:
+32.38198, -90.19264
32°22'55" N, 90°11'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WATKINS DR over TRIB HANGING MOSS CR
Structure number:SA2500000000202
Location:SEC 9 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:8,200 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$127,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201681.0Functionally obsoleteVery GoodVery GoodSatisfactory8200
February 201481.0Functionally obsoleteVery GoodVery GoodSatisfactory8200
February 201259.5Functionally obsoleteVery GoodVery GoodSatisfactory8200
February 201056.5Functionally obsoleteVery GoodVery GoodSatisfactory8200
November 200759.5Functionally obsoleteGoodGoodSatisfactory8200
November 200559.5Functionally obsoleteGoodGoodSatisfactory8100
February 200459.5Functionally obsoleteSatisfactorySatisfactorySatisfactory8100
January 200257.5Functionally obsoleteSatisfactorySatisfactorySatisfactory8100
February 200057.5Functionally obsoleteGoodGoodSatisfactory6640
March 199857.5Functionally obsoleteGoodGoodSatisfactory6640
April 199657.5Functionally obsoleteGoodGoodSatisfactory6640