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SR 301 over OVER B&O RR & BR BLACK R

Map

Coordinates:
+41.03833, -82.12611
41°02'18" N, 82°07'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 301 over OVER B&O RR & BR BLACK R
Structure number:5207444
Location:.77 MI N OF US 224
Purpose:Carries highway over railroad and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:63.0 ft. [19.2 m]
Total length:236.9 ft. [72.2 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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:Other [9]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,044 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:34.5 tons [31.4 metric tons]
Sufficiency rating:83.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201683.1FairSatisfactorySatisfactorySatisfactoryFO2044
August 201585.6FairSatisfactorySatisfactorySatisfactory-1550
October 201485.6FairSatisfactorySatisfactorySatisfactory-1550
September 201385.6FairSatisfactorySatisfactorySatisfactory-1550
September 201285.6FairSatisfactorySatisfactorySatisfactory-1550
September 201185.6FairSatisfactorySatisfactorySatisfactory-1550
October 201083.0FairSatisfactorySatisfactorySatisfactoryFO2130
July 200983.0FairSatisfactorySatisfactorySatisfactoryFO2130
September 200883.0FairSatisfactorySatisfactorySatisfactoryFO2130
August 200782.7FairSatisfactorySatisfactorySatisfactoryFO2490
November 200682.7FairSatisfactorySatisfactorySatisfactoryFO2490
December 200580.7FairFairSatisfactorySatisfactoryFO2490
September 200479.8FairSatisfactoryGoodSatisfactoryFO2340
July 200380.8FairSatisfactoryGoodSatisfactoryFO2340
June 200280.8FairSatisfactoryGoodGoodFO2340
May 200080.8FairSatisfactoryGoodSatisfactoryFO2340
April 199980.9FairSatisfactoryVery GoodGoodFO2220
April 199880.9FairSatisfactoryVery GoodGoodFO2220
April 199780.9FairSatisfactoryVery GoodGoodFO2220
July 199680.9FairSatisfactoryVery GoodGoodFO2220
August 199582.5FairSatisfactoryVery GoodGoodFO2220
August 199482.5FairSatisfactoryVery GoodVery GoodFO2220
June 199382.5FairSatisfactoryVery GoodGoodFO2220
August 199283.6GoodGoodVery GoodGoodFO2060
June 199183.6GoodGoodVery GoodVery GoodFO2060