+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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201588.2GoodVery GoodVery GoodGood-22745
March 201388.2GoodVery GoodVery GoodGood-22745
March 201188.2GoodVery GoodVery GoodGood-22745
January 200988.2GoodVery GoodVery GoodGood-22745
January 200789.5GoodGoodGoodGood-22745
January 200587.2GoodGoodGoodGood-22745
January 200387.3GoodGoodGoodGood-22299
May 200187.3GoodGoodGoodGood-22299
April 199988.3GoodGoodGoodGood-19190
March 199788.3FairSatisfactorySatisfactoryGood-19190
April 199587.9FairSatisfactorySatisfactoryGood-19190
March 199386.8GoodGoodGoodGood-22600
April 199184.5PoorPoorGoodSatisfactory-22600

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,8341,834000
Reinforced Concrete Decksq. ft.13,59813,598000
Wearing Surfacessq. ft.13,44013,440000
Reinforced Concrete Pier Walllinear ft.184184000
Reinforced Concrete Abutmentlinear ft.184184000
Pourable Jointlinear ft.184184000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.308308000