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FAP 1 348551X over 0K371, 05250 & RR

Map

Coordinates:
+35.14972, -89.97014
35°08'59" N, 89°58'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 1 348551X over 0K371, 05250 & RR
Structure number:79SR0010009
Location:0.6 MI E OF SR57 JCT.
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:1158.2 ft. [353.0 m]
Roadway width between curbs:60.7 ft. [18.5 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1979
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:37
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,340 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:60.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,248,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorPoorFairSatisfactory1534060.0
March 2015FairFairSatisfactorySatisfactory1614073.0
February 2013FairFairSatisfactorySatisfactory1497073.0
March 2011FairFairSatisfactorySatisfactory1479073.0
May 2009FairFairSatisfactorySatisfactory1641073.0
August 2007FairSatisfactorySatisfactorySatisfactory1723076.0
August 2005FairSatisfactorySatisfactorySatisfactory1946076.0
September 2003FairSatisfactorySatisfactorySatisfactory2091076.0
October 2001FairSatisfactorySatisfactorySatisfactory2599074.0
February 2000----273900.0
February 1998FairSatisfactorySatisfactorySatisfactory2628059.2
September 1995FairSatisfactorySatisfactorySatisfactory2523060.2
August 1993FairSatisfactorySatisfactorySatisfactory2336060.2
November 1991FairSatisfactorySatisfactorySatisfactory2481060.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.8,2208,2101000
Reinforced Concrete Girder/Beamlinear ft.350350000
Deck
Reinforced Concrete Decksq. ft.113,98275,98238,00000
Substructure
Reinforced Concrete Columneach213213000
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pier Caplinear ft.1,4801,480000
Joints
Strip Seal Jointlinear ft.183018300
Bearings
Elastomeric Bearingeach252251100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3121,90740050