+41.61889, -86.03139
41°37'08" N, 86°01'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:CR 101 over ROGERS DITCH
Structure number:2000022
Location:00.70 N OF CR 28
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.4 ft. [12.0 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:70 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.0Not deficientSatisfactorySatisfactoryGood70
August 201297.0Not deficientSatisfactorySatisfactoryGood70
October 201097.0Not deficientSatisfactorySatisfactoryGood70
October 200897.0Not deficientGoodGoodVery Good59
October 200697.0Not deficientGoodGoodVery Good59
September 200497.0Not deficientExcellentGoodVery Good96
July 200297.0Not deficientGoodGoodVery Good96
May 2000100.0Not deficientGoodGoodVery Good53
August 199898.0Not deficientGoodGoodVery Good60
May 199698.0Not deficientGoodGoodVery Good60
September 199498.0Not deficientGoodGoodVery Good60
June 199297.0Not deficientGoodVery GoodVery Good50
June 199097.0Not deficientGoodVery GoodVery Good100