CR 150E over Wea Creek


+40.34394, -86.87568
40°20'38" N, 86°52'32" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 150E over Wea Creek
Structure number:7900034
Location:00.03 N of CR 510S
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:86.0 ft. [26.2 m]
Total length:231.6 ft. [70.6 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,582 [as of 2004]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016GoodGoodGoodVery Good158299.6
October 2014GoodGoodGoodVery Good158299.6
October 2012GoodGoodVery GoodVery Good158299.6
November 2010GoodGoodVery GoodVery Good158299.6
September 2008GoodGoodVery GoodVery Good158299.6
December 2006GoodVery GoodVery GoodVery Good158299.6
November 2004GoodGoodVery GoodVery Good189390.0
November 2002GoodGoodVery GoodVery Good189390.0
November 2000GoodGoodVery GoodVery Good189390.0
November 1998GoodGoodVery GoodVery Good189390.0
August 1996GoodGoodGoodVery Good189390.0
August 1994GoodVery GoodVery GoodVery Good189390.0
July 1992GoodVery GoodVery GoodVery Good189391.0
August 1990GoodVery GoodVery GoodVery Good180091.1