+40.91333, -85.40833
40°54'48" N, 85°24'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 24 WB over BULL CREEK
Structure number:006135
Location:04.12 E SR 9
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:32.2 ft. [9.8 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:51.2 ft. [15.6 m]
Owner:State Highway Agency [01]
Year built:1994
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:7,779 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:87.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201587.2Not deficientFairFairVery Good7779
August 201387.2Not deficientFairFairVery Good7779
September 201199.3Not deficientGoodVery GoodVery Good7779
September 200999.3Not deficientGoodVery GoodVery Good7779
September 200799.3Not deficientGoodVery GoodVery Good7779
September 200599.6Not deficientGoodVery GoodVery Good7779
September 200399.6Not deficientGoodVery GoodVery Good7626
September 200199.6Not deficientGoodVery GoodVery Good7626
October 199997.4Not deficientVery GoodVery GoodVery Good6767
October 199797.4Not deficientExcellentGoodVery Good6767
October 199597.5Not deficientExcellentGoodVery Good6583
September 199497.6Not deficientExcellentExcellentVery Good5600