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US-60 over W. Fork Massac Creek

Map 

Coordinates:
+37.06820, -88.79213
37°04'06" N, 88°47'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-60 over W. Fork Massac Creek
Structure number:073B00159L
Location:.4 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:3
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 

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: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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 2015100.0Not deficientGoodVery GoodVery Good5312
February 2015100.0Not deficientGoodVery GoodVery Good4975
February 2013100.0Not deficientGoodVery GoodVery Good4695
February 201199.8Not deficientGoodVery GoodVery Good4920
February 200999.8Not deficientVery GoodVery GoodVery Good5250
200098.4Not deficient---12700