+41.68778, -85.97194
41°41'16" N, 85°58'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:2000198
Location:00.10 E OF N MAIN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.6 ft. [20.0 m]
Total length:193.3 ft. [58.9 m]
Roadway width between curbs:52.2 ft. [15.9 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1986
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:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,150 [as of 2011]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:68.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201668.5GoodGoodGoodGood-15150
September 201468.5GoodGoodGoodGood-15150
September 201268.5GoodGoodGoodGood-15150
November 201068.5GoodGoodGoodGood-15150
December 200870.5GoodGoodGoodVery Good-12452
November 200667.0GoodGoodGoodVery Good-17124
October 200470.0GoodGoodGoodVery Good-17124
July 200270.0GoodGoodGoodVery Good-17124
May 200070.3GoodGoodVery GoodVery Good-16635
July 199877.0GoodGoodVery GoodVery Good-7881
May 199674.0GoodGoodVery GoodVery Good-7881
February 199473.2GoodGoodVery GoodVery Good-7881