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USR-6 over OBERHAUS CREEK

Map

Coordinates:
+41.39806, -84.14556
41°23'53" N, 84°08'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:USR-6 over OBERHAUS CREEK
Structure number:3501477
Location:.18 MI EAST INT US6-US24
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:26.9 ft. [8.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1968
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,523 [as of 2015]
Truck traffic:28% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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 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:82.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201682.9FairSatisfactoryGoodSatisfactory-10523
October 201582.9FairSatisfactoryGoodSatisfactory-6765
October 201482.9FairSatisfactoryGoodGood-6765
October 201382.9GoodGoodGoodGood-6765
September 201282.9FairGoodGoodSatisfactory-6765
September 201182.9FairGoodGoodSatisfactory-6090
October 201084.9FairGoodGoodSatisfactory-6090
October 200984.9FairGoodGoodSatisfactory-6090
October 200884.9FairGoodGoodSatisfactory-8270
October 200784.9GoodGoodGoodGood-8270
October 200684.9GoodGoodGoodGood-8270
October 200584.9GoodGoodGoodGood-7480
October 200484.9GoodGoodGoodGood-7480
October 200384.9GoodGoodGoodGood-7480
October 200184.9GoodGoodGoodGood-6250
September 200084.9GoodGoodGoodGood-6250
October 199884.9GoodGoodGoodGood-6250
November 199784.9GoodGoodGoodGood-6250
October 199584.9GoodGoodGoodGood-6250
October 199484.9GoodGoodGoodGood-6250
December 199384.9GoodGoodGoodGood-6250
November 199284.9GoodGoodGoodGood-6250
December 199184.9GoodGoodGoodGood-6250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach1414000
Reinforced Concrete Abutmentlinear ft.81166500
Reinforced Concrete Pier Caplinear ft.8181000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1601501000
Deck
Reinforced Concrete Slabsq. ft.3,2003,1901000