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FAS 176 over TEN MILE CREEK

Map

Coordinates:
+35.06075, -89.93106
35°03'39" N, 89°55'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 176 over TEN MILE CREEK
Structure number:79S81110008
Location:0.3 MI N OF SR-4 JCT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.0 ft. [12.8 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Skew angle:42°
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:35,870 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.8
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$260,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory3587075.8
March 2015FairSatisfactorySatisfactorySatisfactory3218076.1
March 2013FairSatisfactorySatisfactorySatisfactory3354076.0
April 2011FairSatisfactorySatisfactorySatisfactory3412075.9
May 2009FairSatisfactorySatisfactorySatisfactory3523075.9
September 2007FairSatisfactorySatisfactoryFair3752064.3
September 2005FairSatisfactorySatisfactoryFair3827064.2
October 2003FairSatisfactorySatisfactoryFair3977064.1
October 2001FairSatisfactorySatisfactoryFair4248063.9
March 2000FairSatisfactorySatisfactoryFair4578055.7
March 1998FairSatisfactorySatisfactoryFair4375052.2
October 1995FairSatisfactorySatisfactoryFair4226053.8
September 1993FairSatisfactorySatisfactoryFair3862054.3
December 1991FairSatisfactorySatisfactoryFair4356053.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.10193800
Deck
Reinforced Concrete Decksq. ft.3,8383,838000
Wearing Surfacessq. ft.2,8282,828000
Substructure
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pileeach1612310
Reinforced Concrete Pier Caplinear ft.8484000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2021900120