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DENISON-HARVARD CR over CR122, CUY RIVER, RRS

Map 

Coordinates:
+41.45167, -81.69000
41°27'06" N, 81°41'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DENISON-HARVARD CR over CR122, CUY RIVER, RRS
Structure number:1832344
Location:891 FT E. OF W. 16TH ST.
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Local (Urban) [19]
Length of largest span:220.2 ft. [67.1 m]
Total length:3040.5 ft. [926.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Vertical clearance below bridge:55.1 ft. [16.8 m]
Owner:County Highway Agency [02]
Year built:1977
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:17
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:22,701 [as of 2000]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:64.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201564.8Not deficientFairFairFair22701
August 201464.8Not deficientFairFairFair22701
April 201376.3Not deficientFairSatisfactorySatisfactory22701
June 201277.3Not deficientFairSatisfactorySatisfactory22701
August 201177.3Not deficientFairSatisfactorySatisfactory22701
August 201079.3Not deficientFairSatisfactorySatisfactory22701
July 200979.3Not deficientFairSatisfactorySatisfactory22701
August 200879.3Not deficientFairSatisfactorySatisfactory22701
November 200779.3Not deficientFairSatisfactorySatisfactory22701
September 200579.3Not deficientFairSatisfactorySatisfactory22701
November 200479.3Not deficientFairSatisfactorySatisfactory22701
October 200277.2Structurally deficientPoorSatisfactorySatisfactory22701
September 200179.3Not deficientFairGoodSatisfactory22701
September 199979.9Not deficientFairGoodSatisfactory17385
November 199781.0Not deficientSatisfactoryGoodSatisfactory17385
October 199681.0Not deficientSatisfactoryGoodSatisfactory17385
November 199581.3Not deficientSatisfactoryGoodSatisfactory17863
November 199381.3Not deficientSatisfactoryGoodSatisfactory17863
November 199281.3Not deficientGoodGoodSatisfactory17863
January 199280.9Not deficientGoodGoodVery Good22330