FAU 4191 over DAYS CREEK


+35.06083, -89.99361
35°03'39" N, 89°59'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 4191 over DAYS CREEK
Structure number:790M0840003
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:13,590 [as of 2015]
Truck traffic:9% 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:Basically intolerable requiring high priority of replacement [2]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:23.8 tons [21.6 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:22.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,215,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201722.5PoorPoorPoorPoorSD13590
April 201522.5PoorPoorPoorPoorSD13590
April 201320.2PoorPoorPoorPoorSD17710
May 201120.2PoorPoorPoorPoorSD17710
June 200937.0PoorPoorPoorPoorSD17710
October 200737.0PoorPoorPoorPoorSD17710
October 200536.7PoorPoorPoorPoorSD18940
October 200364.5FairFairSatisfactorySatisfactoryFO18560
November 200151.5FairFairSatisfactorySatisfactoryFO22130
March 200051.5FairFairSatisfactorySatisfactoryFO21990
June 199851.3FairFairGoodSatisfactoryFO23100
May 199851.5FairFairSatisfactorySatisfactoryFO22190
December 199589.4FairSatisfactorySatisfactorySatisfactory-22140
October 199389.7FairSatisfactorySatisfactorySatisfactory-19350
December 199189.4FairSatisfactorySatisfactorySatisfactory-22000