FAU 5155 over SHADY GROVE RD / I-240


+35.12331, -89.86814
35°07'24" N, 89°52'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5155 over SHADY GROVE RD / I-240
Structure number:79I02400115
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,450 [as of 2019]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:43.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,489,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorSatisfactoryPoorFair645043.5
January 2017PoorSatisfactoryPoorFair645043.5
February 2015PoorSatisfactoryPoorFair645043.5
February 2013PoorPoorPoorFair645039.6
March 2011PoorPoorPoorFair645039.6
May 2009PoorPoorFairFair645056.1
July 2007FairSatisfactoryFairFair645059.5
August 2005FairSatisfactoryGoodGood759070.7
August 2003FairSatisfactoryGoodGood629071.9
September 2001FairSatisfactoryGoodGood723071.0
February 2000FairSatisfactoryGoodGood636071.9
June 1998FairSatisfactorySatisfactorySatisfactory564070.4
September 1995FairSatisfactorySatisfactorySatisfactory564070.4
August 1993FairSatisfactoryFairSatisfactory694056.7
November 1991PoorFairPoorSatisfactory50058.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.1,4701,4523150
Reinforced Concrete Decksq. ft.9,8069,7267730
Wearing Surfacessq. ft.9,8069,806000
Reinforced Concrete Columneach62400
Reinforced Concrete Abutmentlinear ft.8080000
Reinforced Concrete Pier Caplinear ft.121111640
Pourable Jointlinear ft.2001800200
Elastomeric Bearingeach5454000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.490490000