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FAU 450 over SOU. RR & THIRD CR

Map 

Coordinates:
+35.94861, -83.93694
35°56'55" N, 83°56'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 450 over SOU. RR & THIRD CR
Structure number:47SR4500001
Location:NEAR NEYLAND DR
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:258.9 ft. [78.9 m]
Total length:617.8 ft. [188.3 m]
Roadway width between curbs:72.5 ft. [22.1 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Status:Open, no restriction [A]
Average daily traffic:7,100 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201697.3Not deficientGoodGoodVery Good7100
March 201497.8Not deficientVery GoodGoodVery Good5950
March 201298.5Not deficientExcellentExcellentExcellent3980
April 201097.4Not deficientExcellentExcellentExcellent6920
April 200897.5Not deficientExcellentExcellentExcellent6710
April 200698.0Not deficientExcellentExcellentExcellent5250
March 200494.3Not deficientExcellentExcellentExcellent15340