CR 111 (HARLEM RD) over SR 161


+40.09000, -82.83639
40°05'24" N, 82°50'11" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 111 (HARLEM RD) over SR 161
Structure number:2509318
Location:4.08 MI E OF IR 270
Purpose:Carries highway overpass over highway
Route classification:Collector (Urban) [17]
Length of largest span:100.1 ft. [30.5 m]
Total length:206.4 ft. [62.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:18°
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]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,578 [as of 2015]
Truck traffic:5% 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:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201697.7GoodVery GoodVery GoodVery Good-2578
August 201597.6GoodVery GoodVery GoodVery Good-2700
August 201497.6GoodVery GoodVery GoodVery Good-2700
July 201397.6GoodExcellentExcellentVery Good-2700
May 201297.6GoodExcellentExcellentVery Good-2700
August 201197.6GoodExcellentExcellentVery Good-2700
August 201097.6GoodExcellentExcellentVery Good-2700
September 200997.6GoodExcellentExcellentVery Good-2700
September 200897.6GoodExcellentExcellentVery Good-2700
September 200793.5GoodExcellentExcellentVery GoodFO2700
July 200693.5GoodExcellentExcellentGoodFO2700
October 200593.5GoodExcellentExcellentGoodFO2700
September 200493.5GoodExcellentExcellentExcellentFO2700
September 200393.5GoodExcellentExcellentExcellentFO2700
August 200298.1GoodExcellentExcellentExcellent-2100
August 200098.1GoodExcellentExcellentExcellent-2100
August 199998.1GoodExcellentExcellentExcellent-2100
August 199898.1GoodExcellentExcellentExcellent-2100
August 199798.1GoodExcellentExcellentExcellent-2100
December 199698.1GoodExcellentExcellentExcellent-2100