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WHETSTINE RD over INDIAN CREEK

Map

Coordinates:
+39.36239, -86.30767
39°21'45" N, 86°18'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHETSTINE RD over INDIAN CREEK
Structure number:5500167
Location:00.07 S OF 450 S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:77.4 ft. [23.6 m]
Total length:81.4 ft. [24.8 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:320 [as of 2014]
Truck traffic:5% of total traffic
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 minimum criteria [6]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201699.8GoodGoodVery GoodVery Good-320
August 201499.8GoodGoodVery GoodVery Good-320
August 201299.9GoodVery GoodVery GoodVery Good-280