Share:

WATKINS DR over TRIB HANGING MOSS CR

Map

Coordinates:
+32.38198, -90.19264
32°22'55" N, 90°11'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201681.0FairVery GoodVery GoodSatisfactoryFO8200
February 201481.0FairVery GoodVery GoodSatisfactoryFO8200
February 201259.5FairVery GoodVery GoodSatisfactoryFO8200
February 201056.5FairVery GoodVery GoodSatisfactoryFO8200
November 200759.5FairGoodGoodSatisfactoryFO8200
November 200559.5FairGoodGoodSatisfactoryFO8100
February 200459.5FairSatisfactorySatisfactorySatisfactoryFO8100
January 200257.5FairSatisfactorySatisfactorySatisfactoryFO8100
February 200057.5FairGoodGoodSatisfactoryFO6640
March 199857.5FairGoodGoodSatisfactoryFO6640
April 199657.5FairGoodGoodSatisfactoryFO6640