FAU 4191 over DAYS CREEK


+35.06083, -89.99367
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorPoorPoorPoor1359022.5
April 2015PoorPoorPoorPoor1359022.5
April 2013PoorPoorPoorPoor1771020.2
May 2011PoorPoorPoorPoor1771020.2
June 2009PoorPoorPoorPoor1771037.0
October 2007PoorPoorPoorPoor1771037.0
October 2005PoorPoorPoorPoor1894036.7
October 2003FairFairSatisfactorySatisfactory1856064.5
November 2001FairFairSatisfactorySatisfactory2213051.5
March 2000FairFairSatisfactorySatisfactory2199051.5
June 1998FairFairGoodSatisfactory2310051.3
May 1998FairFairSatisfactorySatisfactory2219051.5
December 1995FairSatisfactorySatisfactorySatisfactory2214089.4
October 1993FairSatisfactorySatisfactorySatisfactory1935089.7
December 1991FairSatisfactorySatisfactorySatisfactory2200089.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,0603,02620014
Steel Protective Coatingsq. ft.3,0603,060000
Reinforced Concrete Decksq. ft.15,47012,6641,4561,3500
Wearing Surfacessq. ft.13,00513,005000
Reinforced Concrete Abutmentlinear ft.182182000
Reinforced Concrete Pileeach5451300
Reinforced Concrete Pier Caplinear ft.27322610370
Movable Bearingeach72540180
Fixed Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.340340000