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FAP 153 over FRIAR BRANCH

Map 

Coordinates:
+35.04861, -85.18833
35°02'55" N, 85°11'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 153 over FRIAR BRANCH
Structure number:33SR1530009
Location:1.2 MI. N OF SR-2 JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:28.9 ft. [8.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:122.1 ft. [37.2 m]
Deck width edge-to-edge:124.0 ft. [37.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2004
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 [1]
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:64,220 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201597.0Not deficientGoodGoodGood64220
March 201397.0Not deficientGoodGoodGood64860
March 201196.7Not deficientGoodGoodGood70750
March 200996.8Not deficientGoodGoodGood68350
March 200796.6Not deficientGoodGoodGood71720
April 200596.6Not deficientGoodGoodGood73120
July 200497.0Not deficientGoodGoodGood63440
March 200370.2Structurally deficientSeriousGoodGood72000
March 200172.6Functionally obsoleteFairGoodGood70110
February 199968.2Structurally deficientSeriousGoodGood72220
May 199766.0Structurally deficientSeriousGoodGood60930
December 199465.7Structurally deficientSeriousGoodGood63700
December 199266.4Structurally deficientSeriousGoodGood57760
January 199168.3Structurally deficientSeriousGoodGood54910