FAU 5185 299605P over CNIC RAILROAD


+35.11417, -89.98194
35°06'51" N, 89°58'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5185 299605P over CNIC RAILROAD
Structure number:790B6670001
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:21.3 ft. [6.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,020 [as of 2017]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:94.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201794.5FairSatisfactorySatisfactorySatisfactory-5020
April 201594.5FairSatisfactorySatisfactorySatisfactory-5020
April 201394.5FairSatisfactorySatisfactorySatisfactory-5020
May 201193.5FairFairSatisfactorySatisfactory-5020
July 200993.5FairFairSatisfactorySatisfactory-5020
November 200793.5FairFairSatisfactorySatisfactory-5020
October 200593.5FairFairSatisfactorySatisfactory-5320
October 200382.4FairFairFairFair-5190
November 200183.5FairSatisfactoryFairFair-4880
April 200067.4PoorSatisfactoryPoorFairSD4200
June 199894.6FairSatisfactorySatisfactorySatisfactory-4050
May 199867.4PoorSatisfactoryPoorFairSD4550
January 199694.6FairSatisfactorySatisfactorySatisfactory-4050
September 199381.7FairSatisfactoryFairSatisfactoryFO3650
December 199181.7FairSatisfactoryFairSatisfactoryFO3000

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.2,8002,7277300
Reinforced Concrete Decksq. ft.9,0449,044000
Wearing Surfacessq. ft.7,0007,000000
Reinforced Concrete Abutmentlinear ft.186186000
Reinforced Concrete Pileeach4645100
Reinforced Concrete Pier Caplinear ft.186182400
Elastomeric Bearingeach120120000