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LIVINGSTON RD over HANGING MOSS CR

Map

Coordinates:
+32.37945, -90.20107
32°22'46" N, 90°12'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LIVINGSTON RD over HANGING MOSS CR
Structure number:SA2500000000203
Location:SEC 9 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:5
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2015]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:85.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$314,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201785.5FairGoodGoodSatisfactoryFO2600
February 201585.5FairGoodGoodSatisfactoryFO2600
February 201363.9FairGoodGoodSatisfactoryFO2600
February 201163.9FairGoodGoodSatisfactoryFO2600
February 201063.9FairGoodGoodSatisfactoryFO2600
January 200953.7FairGoodGoodFairFO2600
November 200753.7FairGoodGoodFairFO2600
November 200553.8FairGoodGoodFairFO2400
February 200453.8FairGoodGoodFairFO2400
January 200263.9FairGoodVery GoodSatisfactoryFO2400
February 200067.3GoodVery GoodVery GoodGood-1000
March 199867.3GoodVery GoodVery GoodGood-1000
April 199667.3GoodVery GoodVery GoodGood-1000