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FAU 3602 over SR 153

Map 

Coordinates:
+35.04250, -85.18583
35°02'33" N, 85°11'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 3602 over SR 153
Structure number:33SR1530007
Location:0.74 MI. N OF SR-2 JCT.
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:175.9 ft. [53.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:4,860 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,818,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201575.7Functionally obsoleteGoodSatisfactoryGood4860
March 201375.7Functionally obsoleteGoodSatisfactoryGood4860
March 201175.7Functionally obsoleteGoodSatisfactoryGood4860
March 200975.7Functionally obsoleteGoodSatisfactoryGood4860
March 200775.7Functionally obsoleteGoodSatisfactoryGood4860
April 200573.2Functionally obsoleteGoodSatisfactoryGood12800
March 200375.3Functionally obsoleteGoodSatisfactoryGood12090
March 200173.1Functionally obsoleteGoodSatisfactoryGood13790
February 199975.1Functionally obsoleteGoodSatisfactoryGood14520
May 199774.3Functionally obsoleteGoodSatisfactoryGood5630
March 199574.4Functionally obsoleteGoodGoodGood6070
February 199376.6Not deficientGoodGoodGood4310
January 199176.7Not deficientGoodGoodGood3190