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


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:80.7 ft. [24.6 m]
Owner:State Highway Agency [01]
Year built:1968
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:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2015 

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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201536.0Structurally deficientPoorPoorPoor22200
July 201436.0Structurally deficientPoorPoorPoor21800
July 201336.0Structurally deficientPoorPoorPoor21400
November 201136.0Structurally deficientPoorPoorFair21300
November 201036.0Structurally deficientPoorPoorFair21000
December 200941.0Structurally deficientSatisfactoryPoorFair18600
December 200841.0Structurally deficientSatisfactoryFairPoor18600
December 200741.0Structurally deficientSatisfactoryFairPoor18600
November 200641.0Structurally deficientSatisfactoryFairPoor18700
December 200541.0Structurally deficientSatisfactoryFairPoor18700
November 200441.0Structurally deficientSatisfactoryFairPoor18700
December 200341.0Structurally deficientSatisfactoryFairPoor22500
December 200240.7Structurally deficientSatisfactoryFairPoor21900
December 200140.7Structurally deficientSatisfactoryFairPoor21874
December 200040.7Structurally deficientSatisfactoryFairPoor21874
December 199940.7Structurally deficientSatisfactoryFairPoor21874
April 199940.7Structurally deficientSatisfactoryFairPoor21874
December 199740.7Structurally deficientSatisfactoryFairPoor28664
December 199640.7Structurally deficientSatisfactorySatisfactoryPoor28951
November 199540.7Structurally deficientSatisfactorySatisfactoryPoor14947
December 199440.7Structurally deficientSatisfactorySatisfactoryPoor14799
December 199272.9Not deficientSatisfactorySatisfactorySatisfactory13105
December 199072.9Not deficientSatisfactorySatisfactorySatisfactory13105