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FAU 4191 over DAYS CREEK

Map

Coordinates:
+35.06083, -89.99361
35°03'39" N, 89°59'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 4191 over DAYS CREEK
Structure number:790M0840003
Location:BROOKS RD - MEMPHIS
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,0603,02620014
Steel Protective Coatingsq. ft.3,0603,060000
Deck
Reinforced Concrete Decksq. ft.15,47012,6641,4561,3500
Wearing Surfacessq. ft.13,00513,005000
Substructure
Reinforced Concrete Abutmentlinear ft.182182000
Reinforced Concrete Pileeach5451300
Reinforced Concrete Pier Caplinear ft.27322610370
Bearings
Movable Bearingeach72540180
Fixed Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.340340000