+40.09500, -82.91028
40°05'42" N, 82°54'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:DEMPSEY ROAD-C183 over OVER 270
Structure number:2511894
Location:NORTH OF 161
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:127.3 ft. [38.8 m]
Total length:256.6 ft. [78.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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: October 2015 

Status:Open, no restriction [A]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201595.0Functionally obsoleteVery GoodExcellentVery Good-
September 201495.0Functionally obsoleteVery GoodExcellentVery Good-
August 201395.0Functionally obsoleteExcellentExcellentExcellent-
August 201295.0Not deficientExcellentExcellentExcellent-
October 201195.0Not deficientExcellentExcellentExcellent-
September 201095.0Not deficientExcellentExcellentExcellent-
October 200995.0Not deficientExcellentExcellentExcellent-
October 200895.0Not deficientExcellentExcellentExcellent-
October 200795.0Not deficientExcellentExcellentExcellent-
November 200695.0Not deficientExcellentExcellentExcellent-
December 200595.0Not deficientExcellentExcellentExcellent-
200036.0Not deficient----