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BEASLEY ROAD over BRANCH HANGING MOSS CK

Map 

Coordinates:
+32.38564, -90.18039
32°23'08" N, 90°10'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BEASLEY ROAD over BRANCH HANGING MOSS CK
Structure number:SA2500000000410
Location:SEC 2 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.4 ft. [5.6 m]
Total length:35.8 ft. [10.9 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Status:Posted for load [P]
Average daily traffic:9,700 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:18.3 tons [16.6 metric tons]
Inventory rating:13.3 tons [12.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:46.0
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 201646.0Structurally deficientGoodGoodSatisfactory9700
February 201546.0Structurally deficientGoodGoodSatisfactory9700
February 201446.0Structurally deficientGoodGoodSatisfactory9700
February 201341.6Structurally deficientGoodGoodSatisfactory9700
February 201241.6Structurally deficientGoodGoodSatisfactory9700
February 201141.6Structurally deficientGoodGoodSatisfactory9700
February 201041.6Structurally deficientGoodGoodGood9700
November 200741.6Structurally deficientGoodGoodGood9700
December 200541.6Structurally deficientGoodGoodGood9700
December 200441.6Structurally deficientGoodGoodGood9700
February 200423.1Structurally deficientGoodGoodGood9700
March 200233.2Structurally deficientGoodGoodVery Good9700