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SR 66 S JEFFERSON over AUGLAIZE RIVER #

Map

Coordinates:
+41.26972, -84.36944
41°16'11" N, 84°22'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 66 S JEFFERSON over AUGLAIZE RIVER #
Structure number:2001500
Location:1.2 mi. South of SR18
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:123.0 ft. [37.5 m]
Total length:583.0 ft. [177.7 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,940 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:81.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$95,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201681.3FairSatisfactoryGoodGood-9940
April 201581.8FairSatisfactoryGoodGood-7067
June 201381.8FairSatisfactorySatisfactoryGood-7067
June 201281.7FairSatisfactorySatisfactorySatisfactory-7186
February 201281.7FairSatisfactorySatisfactorySatisfactory-7186
June 201081.7FairSatisfactorySatisfactorySatisfactory-7186
June 200981.6FairSatisfactorySatisfactorySatisfactory-7782
September 200881.6FairSatisfactorySatisfactorySatisfactory-7782
August 200781.6FairSatisfactorySatisfactorySatisfactory-7782
July 200681.4FairSatisfactorySatisfactorySatisfactory-9400
October 200581.4FairSatisfactoryGoodSatisfactory-9400
August 200481.4FairSatisfactoryGoodSatisfactory-9400
August 200381.4FairSatisfactoryGoodSatisfactory-9400
July 200281.4FairSatisfactoryGoodSatisfactory-9400
August 200081.6FairGoodGoodSatisfactory-7705
August 199981.6FairGoodGoodSatisfactory-7705
August 199881.4FairGoodGoodSatisfactory-9242
September 199780.4FairGoodGoodSatisfactory-9242
September 199680.4FairGoodGoodSatisfactory-9242
September 199581.0FairGoodGoodSatisfactory-9242
September 199480.8FairGoodGoodSatisfactory-10711
September 199369.4FairGoodFairSatisfactory-10711
September 199269.4FairGoodFairGood-10711
August 199168.3FairFairFairFair-10711