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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:2,700 [as of 2000]
Truck traffic:3% 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:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201597.6Not deficientVery GoodVery GoodVery Good2700
August 201497.6Not deficientVery GoodVery GoodVery Good2700
July 201397.6Not deficientExcellentExcellentVery Good2700
May 201297.6Not deficientExcellentExcellentVery Good2700
August 201197.6Not deficientExcellentExcellentVery Good2700
August 201097.6Not deficientExcellentExcellentVery Good2700
September 200997.6Not deficientExcellentExcellentVery Good2700
September 200897.6Not deficientExcellentExcellentVery Good2700
September 200793.5Functionally obsoleteExcellentExcellentVery Good2700
July 200693.5Functionally obsoleteExcellentExcellentGood2700
October 200593.5Functionally obsoleteExcellentExcellentGood2700
September 200493.5Functionally obsoleteExcellentExcellentExcellent2700
September 200393.5Functionally obsoleteExcellentExcellentExcellent2700
August 200298.1Not deficientExcellentExcellentExcellent2100
August 200098.1Not deficientExcellentExcellentExcellent2100
August 199998.1Not deficientExcellentExcellentExcellent2100
August 199898.1Not deficientExcellentExcellentExcellent2100
August 199798.1Not deficientExcellentExcellentExcellent2100
December 199698.1Not deficientExcellentExcellentExcellent2100