+38.00333, -87.59167
38°00'12" N, 87°35'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR 66 over LOCUST CREEK
Structure number:023392
Location:02.86 W US 41
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.2 ft. [15.6 m]
Total length:153.9 ft. [46.9 m]
Roadway width between curbs:85.3 ft. [26.0 m]
Deck width edge-to-edge:88.3 ft. [26.9 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:22,745 [as of 2004]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:88.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201588.2Not deficientVery GoodVery GoodGood22745
March 201388.2Not deficientVery GoodVery GoodGood22745
March 201188.2Not deficientVery GoodVery GoodGood22745
January 200988.2Not deficientVery GoodVery GoodGood22745
January 200789.5Not deficientGoodGoodGood22745
January 200587.2Not deficientGoodGoodGood22745
January 200387.3Not deficientGoodGoodGood22299
May 200187.3Not deficientGoodGoodGood22299
April 199988.3Not deficientGoodGoodGood19190
March 199788.3Not deficientSatisfactorySatisfactoryGood19190
April 199587.9Not deficientSatisfactorySatisfactoryGood19190
March 199386.8Not deficientGoodGoodGood22600
April 199184.5Not deficientPoorGoodSatisfactory22600