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