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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:16,140 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,248,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201573.0Functionally obsoleteFairSatisfactorySatisfactory16140
February 201373.0Functionally obsoleteFairSatisfactorySatisfactory14970
March 201173.0Functionally obsoleteFairSatisfactorySatisfactory14790
May 200973.0Functionally obsoleteFairSatisfactorySatisfactory16410
August 200776.0Functionally obsoleteSatisfactorySatisfactorySatisfactory17230
August 200576.0Functionally obsoleteSatisfactorySatisfactorySatisfactory19460
September 200376.0Functionally obsoleteSatisfactorySatisfactorySatisfactory20910
October 200174.0Functionally obsoleteSatisfactorySatisfactorySatisfactory25990
February 20000.0Not applicable---27390
February 199859.2Functionally obsoleteSatisfactorySatisfactorySatisfactory26280
September 199560.2Functionally obsoleteSatisfactorySatisfactorySatisfactory25230
August 199360.2Functionally obsoleteSatisfactorySatisfactorySatisfactory23360
November 199160.2Functionally obsoleteSatisfactorySatisfactorySatisfactory24810