+35.15194, -89.99222
35°09'07" N, 89°59'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 1 over LICK CREEK
Structure number:79SR0830017
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017 

Status:Open, no restriction [A]
Average daily traffic:24,970 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,495,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201743.0Structurally deficient---24970
February 201541.1Structurally deficient---23840
February 201343.0Structurally deficient---23840
March 201143.0Structurally deficient---22970
May 200943.0Structurally deficient---22960
July 200743.0Structurally deficient---24220
August 200543.0Structurally deficient---26650
August 200343.0Structurally deficient---27340
October 200156.0Not deficient---30250
February 200056.0Not deficient---27560
February 199856.0Not deficient---19300
September 199556.0Not deficient---23250
August 199356.0Not deficient---20950
November 199156.0Not deficient---23100