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FAS 1505 MURPHY over CANAL

Map

Coordinates:
+33.14412, -90.81507
33°08'39" N, 90°48'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1505 MURPHY over CANAL
Structure number:SA7600000000049
Location:SEC 15 T15N R 6W B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:580 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:71.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$249,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201671.8FairFairFairGood-580
January 201571.8FairFairFairGood-580
January 201351.2FairFairFairGood-580
January 201162.3FairSatisfactorySatisfactoryGood-580
January 201062.3FairSatisfactoryGoodGood-580
February 200862.3FairSatisfactoryGoodGood-580
January 200722.7PoorSatisfactoryPoorCriticalSD580
February 200622.7PoorSatisfactoryPoorCriticalSD580
February 200522.7PoorSatisfactoryPoorCriticalSD580
January 200422.7PoorSatisfactoryPoorCriticalSD580
March 200222.7PoorSatisfactoryPoorCriticalSD580
March 200122.7PoorSatisfactoryPoorCriticalSD580
February 200022.7PoorSatisfactoryFairSeriousSD580
January 199824.5FairGoodSatisfactoryFairSD580
February 199635.1FairGoodSatisfactorySatisfactorySD580