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EDDY ROAD CR 318 over HAZELDELL/KIRBY ROADS

Map 

Coordinates:
+41.50000, -81.60194
41°30'00" N, 81°36'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EDDY ROAD CR 318 over HAZELDELL/KIRBY ROADS
Structure number:1835009
Location:AT HAZELDELL/KIRBY ROAD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.4 ft. [18.4 m]
Total length:62.3 ft. [19.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:26°
Owner:County Highway Agency [02]
Year built:1951
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span 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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:11,352 [as of 2006]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:78.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201578.6Not deficientGoodGoodSatisfactory11352
April 201478.6Not deficientGoodGoodSatisfactory11352
May 201379.6Not deficientGoodGoodSatisfactory11352
April 201279.6Not deficientGoodGoodSatisfactory11352
May 201179.6Not deficientGoodGoodSatisfactory11352
May 201079.6Not deficientGoodGoodGood11352
July 200979.6Not deficientGoodGoodGood11352