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FAP 4 over JOHNS CREEK

Map

Coordinates:
+35.02231, -89.89944
35°01'20" N, 89°53'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 4 over JOHNS CREEK
Structure number:79SR0040003
Location:.14 M FM SR175
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.6 ft. [7.5 m]
Total length:122.4 ft. [37.3 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,140 [as of 2015]
Truck traffic:25% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:81.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodFairFair4014081.5
March 2015FairGoodFairSatisfactory3862081.6
March 2013FairSatisfactoryFairFair3897081.6
April 2011FairSatisfactoryFairFair3471081.8
May 2009FairSatisfactoryFairFair3859081.6
August 2007FairSatisfactoryFairFair4113080.5
September 2005FairSatisfactoryFairFair4554079.2
September 2003FairSatisfactoryFairFair3960079.6
October 2001FairSatisfactorySatisfactoryFair4571079.2
February 2000FairSatisfactorySatisfactorySatisfactory3998090.8
February 1999FairSatisfactorySatisfactorySatisfactory3818092.9
February 1998FairSatisfactorySatisfactorySatisfactory4081083.6
September 1995FairSatisfactorySatisfactorySatisfactory3882088.9
August 1993FairSatisfactorySatisfactorySatisfactory3700089.0
December 1991FairSatisfactorySatisfactorySatisfactory3621089.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3713373004
Prestressed Concrete Girder/Beamlinear ft.124124000
Reinforced Concrete Girder/Beamlinear ft.618618000
Deck
Reinforced Concrete Decksq. ft.4,6314,50101300
Wearing Surfacessq. ft.4,3844,384000
Substructure
Reinforced Concrete Abutmentlinear ft.7575000
Reinforced Concrete Pileeach3631500
Reinforced Concrete Pier Caplinear ft.150144600
Bearings
Elastomeric Bearingeach66000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.247247000