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FAS 176 over TEN MILE CREEK

Map 

Coordinates:
+35.06056, -89.93083
35°03'38" N, 89°55'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:32,180 [as of 2014]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$260,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201563.6Functionally obsoleteFairFairSatisfactory32180
March 201363.5Functionally obsoleteFairFairSatisfactory33540
April 201163.5Functionally obsoleteFairFairSatisfactory34120
May 200963.4Functionally obsoleteFairFairSatisfactory35230
September 200763.2Functionally obsoleteFairFairSatisfactory37520
September 200563.2Functionally obsoleteFairFairSatisfactory38270
October 200363.1Functionally obsoleteFairFairSatisfactory39770
October 200162.9Functionally obsoleteFairFairSatisfactory42480
March 200054.6Functionally obsoleteFairFairSatisfactory45780
March 199851.0Functionally obsoleteFairFairSatisfactory43750
October 199552.7Functionally obsoleteFairFairSatisfactory42260
September 199353.2Functionally obsoleteFairFairSatisfactory38620
December 199152.5Functionally obsoleteFairFairSatisfactory43560