FAP 1 348551X over 0K371, 05250 & RR


+35.14972, -89.97000
35°08'59" N, 89°58'12" W


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:13.8 ft. [4.2 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201760.0PoorPoorFairSatisfactorySD15340
March 201573.0FairFairSatisfactorySatisfactoryFO16140
February 201373.0FairFairSatisfactorySatisfactoryFO14970
March 201173.0FairFairSatisfactorySatisfactoryFO14790
May 200973.0FairFairSatisfactorySatisfactoryFO16410
August 200776.0FairSatisfactorySatisfactorySatisfactoryFO17230
August 200576.0FairSatisfactorySatisfactorySatisfactoryFO19460
September 200376.0FairSatisfactorySatisfactorySatisfactoryFO20910
October 200174.0FairSatisfactorySatisfactorySatisfactoryFO25990
February 20000.0-----27390
February 199859.2FairSatisfactorySatisfactorySatisfactoryFO26280
September 199560.2FairSatisfactorySatisfactorySatisfactoryFO25230
August 199360.2FairSatisfactorySatisfactorySatisfactoryFO23360
November 199160.2FairSatisfactorySatisfactorySatisfactoryFO24810

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.8,2208,2101000
Reinforced Concrete Girder/Beamlinear ft.350350000
Reinforced Concrete Decksq. ft.113,98275,98238,00000
Reinforced Concrete Columneach213213000
Reinforced Concrete Pier Walllinear ft.4242000
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pier Caplinear ft.1,4801,480000
Strip Seal Jointlinear ft.183018300
Elastomeric Bearingeach252251100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3121,90740050