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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:9,700 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201746.0FairSatisfactorySatisfactorySatisfactorySD9700
February 201646.0FairGoodGoodSatisfactorySD9700
February 201546.0FairGoodGoodSatisfactorySD9700
February 201446.0FairGoodGoodSatisfactorySD9700
February 201341.6FairGoodGoodSatisfactorySD9700
February 201241.6FairGoodGoodSatisfactorySD9700
February 201141.6FairGoodGoodSatisfactorySD9700
February 201041.6GoodGoodGoodGoodSD9700
November 200741.6GoodGoodGoodGoodSD9700
December 200541.6GoodGoodGoodGoodSD9700
December 200441.6GoodGoodGoodGoodSD9700
February 200423.1GoodGoodGoodGoodSD9700
March 200233.2GoodGoodGoodVery GoodSD9700