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US-0060 over W. FR. MASSAC CR OVER FL

Map 

Coordinates:
+37.06835, -88.79073
37°04'06" N, 88°47'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-0060 over W. FR. MASSAC CR OVER FL
Structure number:073B00160R
Location:.5 MI E OF JCT KY. 996
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:66.9 ft. [20.4 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:5,312 [as of 2012]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 2015100.0GoodGoodVery GoodVery Good-5312
February 2015100.0GoodGoodVery GoodVery Good-4975
February 2013100.0GoodGoodVery GoodVery Good-4695
February 201199.8GoodGoodVery GoodVery Good-4920
February 200999.8GoodVery GoodVery GoodVery Good-5250
200098.4-----12700