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FAU 5055 over DRAINAGE CANAL

Map 

Coordinates:
+35.05028, -89.96417
35°03'01" N, 89°57'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5055 over DRAINAGE CANAL
Structure number:790B5610001
Location:SWINNEA RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:105.6 ft. [32.2 m]
Deck width edge-to-edge:192.3 ft. [58.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,710 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.1Not deficient---9710
April 201396.1Not deficient---9710
May 201196.1Not deficient---9710
June 200991.0Not deficientSatisfactorySatisfactorySatisfactory9710
November 200791.0Not deficientSatisfactoryGoodSatisfactory9710
October 200591.1Not deficientSatisfactoryGoodSatisfactory9540
October 200391.1Not deficientSatisfactoryGoodSatisfactory9490
November 200191.1Not deficientSatisfactoryGoodSatisfactory9320
April 200091.2Not deficientSatisfactoryGoodSatisfactory7680
May 199891.2Not deficientSatisfactoryGoodSatisfactory7540
June 199891.3Not deficientGoodGoodGood7290
December 199590.5Not deficientSatisfactorySatisfactorySatisfactory6690
September 199391.9Not deficientSatisfactorySatisfactorySatisfactory1100
December 199191.9Not deficientSatisfactorySatisfactorySatisfactory1100