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SR 3 over HUBBARD CREEK

Map

Coordinates:
+41.01028, -81.86222
41°00'37" N, 81°51'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3 over HUBBARD CREEK
Structure number:5200067
Location:2.37 MILES N OF WAYNE CO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:53.2 ft. [16.2 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,085 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$266,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201695.6GoodVery GoodVery GoodVery Good-5085
September 201595.0GoodVery GoodVery GoodVery Good-6075
November 201495.0GoodVery GoodVery GoodVery Good-6075
October 201395.0GoodVery GoodVery GoodVery Good-6075
September 201295.0GoodVery GoodVery GoodVery Good-6075
August 201195.0GoodVery GoodVery GoodVery Good-6075
August 201094.5GoodVery GoodVery GoodVery Good-6802
August 200994.5GoodVery GoodVery GoodVery Good-6802
September 200894.5GoodVery GoodVery GoodVery Good-6802
October 200794.5GoodVery GoodVery GoodVery Good-6777
July 200694.5GoodVery GoodVery GoodVery Good-6777
November 200594.3GoodVery GoodVery GoodVery Good-7104
September 200494.3GoodVery GoodVery GoodVery Good-7104
August 200394.4GoodVery GoodVery GoodVery Good-6865
April 200294.4GoodVery GoodVery GoodVery Good-6865
May 200094.4GoodVery GoodVery GoodVery Good-6865
March 199994.1GoodVery GoodVery GoodVery Good-7367
March 199894.1GoodExcellentExcellentExcellent-7367
May 199794.1GoodExcellentExcellentExcellent-7367
July 199694.1GoodExcellentExcellentExcellent-7367
September 199539.6PoorPoorPoorFairSD7367
August 199439.6PoorPoorPoorFairSD7367
July 199339.6PoorPoorPoorFairSD7367
June 199241.4PoorPoorPoorFairSD6225
June 199141.4PoorPoorPoorGoodSD6225