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FAU 2827 over MT MORIAH RD / I-240

Map

Coordinates:
+35.08306, -89.89250
35°04'59" N, 89°53'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2827 over MT MORIAH RD / I-240
Structure number:79I02400103
Location:MT. MORIAH RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:91.9 ft. [28.0 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:113.9 ft. [34.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete continuous [2]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:43,070 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:67.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201767.0FairFairFairSatisfactoryFO43070
February 201566.0FairFairFairSatisfactoryFO43070
February 201378.0FairFairSatisfactorySatisfactoryFO43070
March 201178.0FairFairSatisfactorySatisfactoryFO43070
April 200978.0FairSatisfactorySatisfactorySatisfactoryFO43070
July 200779.0FairSatisfactorySatisfactorySatisfactoryFO43070
August 200584.7FairGoodSatisfactorySatisfactoryFO21140
August 200385.1FairGoodSatisfactorySatisfactoryFO20040
September 200183.2FairGoodSatisfactorySatisfactoryFO22200
February 20000.0-----142370
June 199877.0FairSatisfactorySatisfactorySatisfactoryFO55000
September 199578.0FairSatisfactorySatisfactorySatisfactoryFO56200
August 199378.0FairSatisfactorySatisfactorySatisfactoryFO61630
November 199167.0FairSatisfactoryFairFairFO62870

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,0801,080000
Reinforced Concrete Girder/Beamlinear ft.1,0301,030000
Deck
Reinforced Concrete Decksq. ft.31,05031,0400100
Substructure
Steel Columneach66000
Reinforced Concrete Columneach1515000
Reinforced Concrete Abutmentlinear ft.284284000
Reinforced Concrete Pier Caplinear ft.426426000
Bearings
Elastomeric Bearingeach2020000
Movable Bearingeach6363000
Bridge Rail
Other Material Bridge Raillinear ft.540540000