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FAS 176 over TEN MILE CREEK

Map

Coordinates:
+35.06067, -89.93083
35°03'38" N, 89°55'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 176 over TEN MILE CREEK
Structure number:79S81110007
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:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:63.4
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 2017FairFairFairSatisfactory3587063.4
March 2015FairFairFairSatisfactory3218063.6
March 2013FairFairFairSatisfactory3354063.5
April 2011FairFairFairSatisfactory3412063.5
May 2009FairFairFairSatisfactory3523063.4
September 2007FairFairFairSatisfactory3752063.2
September 2005FairFairFairSatisfactory3827063.2
October 2003FairFairFairSatisfactory3977063.1
October 2001FairFairFairSatisfactory4248062.9
March 2000FairFairFairSatisfactory4578054.6
March 1998FairFairFairSatisfactory4375051.0
October 1995FairFairFairSatisfactory4226052.7
September 1993FairFairFairSatisfactory3862053.2
December 1991FairFairFairSatisfactory4356052.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.101101000
Deck
Reinforced Concrete Decksq. ft.3,8383,73801000
Wearing Surfacessq. ft.2,8282,828000
Substructure
Reinforced Concrete Abutmentlinear ft.10098020
Reinforced Concrete Pileeach1616000
Reinforced Concrete Pier Caplinear ft.8080000
Bridge Rail
Other Material Bridge Raillinear ft.2021920100