+35.05111, -89.91528
35°03'04" N, 89°54'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAU 2813 over TEN MILE CREEK
Structure number:79S81000013
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:33.1 ft. [10.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:28,530 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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: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: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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:65.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$158,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201565.4Not deficientGoodVery GoodFair28530
April 201365.4Not deficientGoodVery GoodFair28530
May 201165.4Not deficientGoodVery GoodFair28530
June 200965.4Not deficientGoodVery GoodFair28530
October 200765.4Not deficientGoodVery GoodFair28530
September 200564.1Not deficientGoodVery GoodFair31320
October 200364.0Not deficientGoodVery GoodFair33940
October 200164.0Not deficientGoodGoodFair34550
March 200065.0Not deficientGoodGoodFair35200
June 199876.2Not deficientGoodGoodGood33860
October 199575.0Not deficientSatisfactoryGoodSatisfactory38450
October 199375.9Not deficientSatisfactoryGoodSatisfactory34490
December 199175.9Not deficientSatisfactoryGoodSatisfactory34620