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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: 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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201763.4FairFairFairSatisfactoryFO35870
March 201563.6FairFairFairSatisfactoryFO32180
March 201363.5FairFairFairSatisfactoryFO33540
April 201163.5FairFairFairSatisfactoryFO34120
May 200963.4FairFairFairSatisfactoryFO35230
September 200763.2FairFairFairSatisfactoryFO37520
September 200563.2FairFairFairSatisfactoryFO38270
October 200363.1FairFairFairSatisfactoryFO39770
October 200162.9FairFairFairSatisfactoryFO42480
March 200054.6FairFairFairSatisfactoryFO45780
March 199851.0FairFairFairSatisfactoryFO43750
October 199552.7FairFairFairSatisfactoryFO42260
September 199353.2FairFairFairSatisfactoryFO38620
December 199152.5FairFairFairSatisfactoryFO43560