Share:

WATKINS DR over HANGING MOSS CR

Map 

Coordinates:
+32.37944, -90.19267
32°22'46" N, 90°11'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WATKINS DR over HANGING MOSS CR
Structure number:SA2500000000201
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:92.9 ft. [28.3 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
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]
Number of main spans:3
Main spans material:Concrete [1]
Main spans 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: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 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:79.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$279,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201679.5Functionally obsoleteVery GoodVery GoodSatisfactory8200
February 201479.5Functionally obsoleteVery GoodVery GoodSatisfactory8200
February 201257.3Functionally obsoleteVery GoodVery GoodSatisfactory8200
February 201055.3Functionally obsoleteVery GoodVery GoodSatisfactory8200
November 200757.3Functionally obsoleteVery GoodVery GoodSatisfactory8200
November 200557.4Functionally obsoleteVery GoodVery GoodSatisfactory8100
February 200457.4Functionally obsoleteVery GoodVery GoodSatisfactory8100
January 200257.4Functionally obsoleteVery GoodVery GoodSatisfactory8100
February 200057.7Functionally obsoleteVery GoodVery GoodSatisfactory6640
March 199857.7Functionally obsoleteVery GoodVery GoodSatisfactory6640
April 199657.7Functionally obsoleteVery GoodVery GoodSatisfactory6640