REFUGEE RD (CR-14) over US-33


+39.91833, -82.92000
39°55'06" N, 82°55'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:REFUGEE RD (CR-14) over US-33
Structure number:2501864
Location:4.2 MI W OF US23
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:81.4 ft. [24.8 m]
Total length:261.5 ft. [79.7 m]
Roadway width between curbs:73.5 ft. [22.4 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:47,340 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:77.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201577.3Not deficientVery GoodExcellentExcellent47340
February 201479.7Not deficientExcellentExcellentExcellent47340
February 201379.7Not deficientExcellentExcellentExcellent47340
March 201279.7Not deficientExcellentExcellentExcellent47340
April 201079.7Not deficientExcellentExcellentExcellent47340
March 200963.0Not deficientPoorSatisfactoryFair47340
July 200860.0Structurally deficientPoorSatisfactoryFair47340
August 200771.0Structurally deficientPoorSatisfactorySatisfactory47340
July 200671.0Structurally deficientPoorSatisfactorySatisfactory47340
September 200573.0Functionally obsoleteFairGoodSatisfactory47340
May 200475.0Not deficientFairGoodSatisfactory47340
April 200375.0Not deficientFairGoodSatisfactory47340
April 200278.9Not deficientSatisfactoryGoodSatisfactory40600
March 200080.9Not deficientSatisfactoryGoodGood40600
April 199980.9Not deficientSatisfactoryGoodGood40600
April 199878.6Not deficientGoodGoodGood40600
June 199678.6Not deficientGoodVery GoodGood40600
September 199577.7Not deficientGoodVery GoodGood40600
August 199477.7Not deficientSatisfactoryGoodSatisfactory40600
June 199276.6Not deficientFairGoodSatisfactory40600
June 199176.6Not deficientFairGoodSatisfactory40600