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LA0511 over RED R.,C.FANT PKWY,AR TE

Map

Coordinates:
+32.45881, -93.68179
32°27'32" N, 93°40'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LA0511 over RED R.,C.FANT PKWY,AR TE
Structure number:040801020300001
Location:1.0 MI WEST OF US 71
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:400.0 ft. [121.9 m]
Total length:2823.3 ft. [860.5 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:81.0 ft. [24.7 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:22,200 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:77.8 tons [70.7 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:36.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,008,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201736.0PoorPoorPoorPoorSD22200
August 201536.0PoorPoorPoorPoorSD22200
July 201436.0PoorPoorPoorPoorSD21800
July 201336.0PoorPoorPoorPoorSD21400
November 201136.0PoorPoorPoorFairSD21300
November 201036.0PoorPoorPoorFairSD21000
December 200941.0PoorSatisfactoryPoorFairSD18600
December 200841.0PoorSatisfactoryFairPoorSD18600
December 200741.0PoorSatisfactoryFairPoorSD18600
November 200641.0PoorSatisfactoryFairPoorSD18700
December 200541.0PoorSatisfactoryFairPoorSD18700
November 200441.0PoorSatisfactoryFairPoorSD18700
December 200341.0PoorSatisfactoryFairPoorSD22500
December 200240.7PoorSatisfactoryFairPoorSD21900
December 200140.7PoorSatisfactoryFairPoorSD21874
December 200040.7PoorSatisfactoryFairPoorSD21874
December 199940.7PoorSatisfactoryFairPoorSD21874
April 199940.7PoorSatisfactoryFairPoorSD21874
December 199740.7PoorSatisfactoryFairPoorSD28664
December 199640.7PoorSatisfactorySatisfactoryPoorSD28951
November 199540.7PoorSatisfactorySatisfactoryPoorSD14947
December 199440.7PoorSatisfactorySatisfactoryPoorSD14799
December 199272.9FairSatisfactorySatisfactorySatisfactory-13105
December 199072.9FairSatisfactorySatisfactorySatisfactory-13105