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USR-6 over OBERHAUS CREEK

Map

Coordinates:
+41.39806, -84.14556
41°23'53" N, 84°08'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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