FAU 2826 over PARK AVE / I-240


+35.09967, -89.86942
35°05'59" N, 89°52'10" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2826 over PARK AVE / I-240
Structure number:79I02400107
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:291.0 ft. [88.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,580 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:85.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,921,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryGoodSatisfactory2358085.6
February 2015FairSatisfactoryGoodSatisfactory2358087.8
February 2013FairSatisfactoryGoodSatisfactory2358087.8
March 2011FairSatisfactorySatisfactorySatisfactory2358086.8
April 2009FairSatisfactorySatisfactorySatisfactory2358085.8
July 2007FairSatisfactorySatisfactorySatisfactory2358087.8
August 2005FairSatisfactorySatisfactorySatisfactory2285085.9
August 2003FairSatisfactorySatisfactorySatisfactory2423085.4
September 2001FairFairSatisfactorySatisfactory2456081.1
February 2000----1423700.0
June 1998FairSatisfactorySatisfactorySatisfactory3035079.9
September 1995FairSatisfactorySatisfactorySatisfactory3035079.9
August 1993FairSatisfactoryGoodGood2650075.7
November 1991FairFairSatisfactorySatisfactory2680074.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.3,6233,623000
Reinforced Concrete Decksq. ft.20,37019,86150900
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.140140000
Reinforced Concrete Pier Caplinear ft.280280000
Pourable Jointlinear ft.14010025150
Elastomeric Bearingeach120120000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.582582000
Reinforced Concrete Bridge Raillinear ft.582582000