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FAS 175 over BRANCH OF JOHNS CREEK

Map

Coordinates:
+35.02031, -89.88217
35°01'13" N, 89°52'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 175 over BRANCH OF JOHNS CREEK
Structure number:79014500005
Location:0.91 MI. E OF SR-4 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:36.1 ft. [11.0 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:107.9 ft. [32.9 m]
Owner:State Highway Agency [01]
Year built:1979
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:27,980 [as of 2015]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:54.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,104,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorGoodFairPoor2798054.0
March 2015FairGoodGoodFair2548070.9
March 2013FairGoodSatisfactoryFair2538071.0
April 2011FairGoodSatisfactoryFair2714070.0
May 2009FairGoodSatisfactoryGood2596083.5
September 2007FairGoodSatisfactoryGood3004081.6
September 2005FairGoodSatisfactoryGood3063081.3
October 2003GoodGoodGoodGood3073081.3
October 2001GoodGoodGoodGood3289080.0
March 2000GoodGoodGoodGood3069080.3
March 1998GoodGoodGoodGood3054083.3
October 1995GoodGoodGoodGood2635079.4
September 1993GoodGoodGoodGood3034077.5
December 1991GoodGoodGoodGood2776078.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2021,202000
Deck
Reinforced Concrete Decksq. ft.10,80710,807000
Wearing Surfacessq. ft.9,6009,600000
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Abutmentlinear ft.217217000
Reinforced Concrete Pier Caplinear ft.11000
Bearings
Elastomeric Bearingeach4848000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.200200000