+33.13917, -90.81306
33°08'21" N, 90°48'47" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1505 MURPHY over CANAL
Structure number:SA7600000000050
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:75.8 ft. [23.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1958
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:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
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 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:94.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$247,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201694.9FairSatisfactorySatisfactoryGood-580
January 201622.7PoorSatisfactoryFairSeriousSD580
January 201522.7PoorSatisfactoryFairSeriousSD580
January 201422.7PoorSatisfactoryFairSeriousSD580
January 201322.7PoorSatisfactoryFairPoorSD580
January 201217.7PoorSatisfactoryFairPoorSD580
January 201116.1PoorSatisfactoryFairPoorSD580
January 201016.1PoorSatisfactoryFairPoorSD580
January 200916.1PoorSatisfactoryFairPoorSD580
February 200816.1PoorSatisfactoryFairPoorSD580
January 200716.1PoorSatisfactoryFairPoorSD580
February 200616.1PoorSatisfactoryFairPoorSD580
February 200516.1PoorSatisfactoryFairPoorSD580
January 200416.1PoorSatisfactoryFairPoorSD580
March 200216.1PoorSatisfactoryFairPoorSD580
March 200116.1PoorSatisfactoryFairPoorSD580
February 200016.1PoorSatisfactoryFairPoorSD580
March 199916.1PoorSatisfactoryFairPoorSD580
February 199718.6FairSatisfactoryFairFairSD580
February 199618.6FairSatisfactoryFairFairSD580