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LINCOLN AVE CR-663 over I71

Map

Coordinates:
+39.13250, -84.49417
39°07'57" N, 84°29'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LINCOLN AVE CR-663 over I71
Structure number:3114392
Location:1.3 MI N OF US 42
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:101.1 ft. [30.8 m]
Total length:243.1 ft. [74.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1972
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: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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 1970]
Truck traffic:99% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.2 tons [53.8 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:91.9
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201691.9FairSatisfactoryGoodGoodFO100
March 201588.9FairSatisfactoryGoodGoodFO100
August 201488.9FairSatisfactoryGoodGoodFO100
November 201388.9FairSatisfactoryGoodGoodFO100
November 201288.9FairSatisfactoryGoodGoodFO100
September 201188.9FairSatisfactoryGoodGoodFO100
November 201088.9FairSatisfactoryGoodGoodFO100
September 200988.9FairSatisfactoryGoodGoodFO100
December 200888.9FairSatisfactoryGoodGoodFO100
October 200786.9FairSatisfactoryVery GoodGoodFO100
October 200686.9FairSatisfactoryVery GoodSatisfactoryFO100
November 200586.9GoodGoodVery GoodGoodFO100
September 200486.9GoodGoodVery GoodGoodFO100
November 200386.9GoodGoodVery GoodVery GoodFO100
October 200286.9GoodGoodVery GoodVery GoodFO100
September 200190.9GoodGoodVery GoodVery GoodFO100
August 200090.9GoodGoodGoodGoodFO100
November 199990.9GoodGoodGoodGoodFO100
March 199890.9GoodGoodGoodGoodFO100
April 199679.9FairSatisfactoryFairSatisfactoryFO100
March 199579.9FairSatisfactoryFairSatisfactoryFO100
April 199478.9FairFairFairFairFO100
March 199378.9FairFairFairFairFO100
December 199190.9FairSatisfactorySatisfactorySatisfactoryFO100
March 199190.9FairSatisfactorySatisfactorySatisfactoryFO100