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SR 15 18 66 424 N over MAUMEE RIVER #

Map

Coordinates:
+41.28944, -84.36083
41°17'22" N, 84°21'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 15 18 66 424 N over MAUMEE RIVER #
Structure number:2000571
Location:DEFIANCE
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:77.1 ft. [23.5 m]
Total length:434.1 ft. [132.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1980
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:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:24,257 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:41.0 tons [37.3 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
Sufficiency rating:29.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201629.4PoorPoorPoorSatisfactorySD24257
April 201543.0PoorPoorPoorSatisfactorySD24084
June 201343.0PoorPoorPoorSatisfactorySD24084
September 201264.1FairFairFairSatisfactoryFO22028
February 201264.1FairFairFairSatisfactoryFO22028
September 201064.1FairFairFairSatisfactoryFO22028
September 200966.1FairSatisfactoryFairSatisfactoryFO17930
September 200862.9PoorPoorFairFairSD17930
September 200777.8FairSatisfactorySatisfactorySatisfactoryFO17930
September 200677.3FairSatisfactorySatisfactorySatisfactoryFO20320
October 200577.3FairSatisfactoryGoodSatisfactoryFO20320
August 200477.3FairGoodGoodSatisfactoryFO20320
July 200364.5FairFairFairFairFO20320
July 200264.5FairFairFairFairFO20320
August 200062.7FairFairFairFairFO28260
August 199944.1PoorFairPoorSatisfactorySD28260
August 199843.9PoorFairPoorFairSD29040
September 199743.9PoorFairPoorFairSD29040
August 199643.9PoorFairPoorFairSD29040
August 199562.1FairFairFairSatisfactoryFO29040
September 199462.2FairFairFairSatisfactoryFO28970
September 199362.2FairFairFairSatisfactoryFO28970
September 199274.3FairFairSatisfactorySatisfactoryFO28970
August 199174.3FairFairSatisfactoryGoodFO28970

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.20,83219,7911,04100
Substructure
Reinforced Concrete Pier Walllinear ft.30524530300
Reinforced Concrete Abutmentlinear ft.1226248120
Joints
Compression Jointlinear ft.122122000
Bearings
Elastomeric Bearingeach384384000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.868086800