+41.59639, -85.85333
41°35'47" N, 85°51'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:2000168
Location:00.80 W OF SR 15
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:68.6 ft. [20.9 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:36.7 ft. [11.2 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:County Highway Agency [02]
Year built:2002
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: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,850 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201697.3GoodGoodVery GoodVery Good-6850
August 201497.3GoodGoodVery GoodVery Good-6850
August 201297.3GoodVery GoodVery GoodVery Good-6850
November 201097.3GoodVery GoodVery GoodVery Good-6850
November 200897.4GoodVery GoodVery GoodVery Good-5805
November 200697.4GoodVery GoodVery GoodVery Good-6227
October 200497.3GoodVery GoodExcellentExcellent-7123
July 200297.3GoodExcellentExcellentExcellent-7123
May 200045.3FairFairFairFairFO6920
July 199845.2FairFairFairFairFO6170
May 199663.5FairSatisfactorySatisfactorySatisfactoryFO2436
September 199462.6FairGoodGoodSatisfactoryFO2436
June 199249.4FairGoodGoodSatisfactoryFO2586
June 199039.5FairGoodGoodSatisfactoryFO2600