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STIVING RD. over WEST BRANCH OF BLACK FOR

Map 

Coordinates:
+40.86167, -82.66167
40°51'42" N, 82°39'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STIVING RD. over WEST BRANCH OF BLACK FOR
Structure number:7035594
Location:0.1MI SO OF SR 61
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:86.0 ft. [26.2 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:37°
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: May 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:951 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 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]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:62.7 tons [57.0 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:96.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.1GoodExcellentExcellentVery Good-951
June 201599.9GoodExcellentExcellentVery Good-548
June 201499.9GoodExcellentExcellentVery Good-548
June 201399.9GoodExcellentExcellentVery Good-548
October 201299.9GoodExcellentExcellentVery Good-548
November 201199.9GoodExcellentExcellentVery Good-548
August 201099.9FairExcellentExcellentSatisfactory-548
June 200999.9FairExcellentExcellentSatisfactory-548
July 200899.9FairExcellentExcellentSatisfactory-548
September 200799.9FairVery GoodExcellentSatisfactory-548
August 200699.9FairExcellentExcellentSatisfactory-548
June 200599.9GoodVery GoodVery GoodVery Good-548
July 200499.9GoodVery GoodVery GoodVery Good-548
August 200299.9GoodVery GoodVery GoodVery Good-548
December 200199.9GoodVery GoodVery GoodVery Good-548
August 200099.9GoodVery GoodVery GoodVery Good-548
October 199999.9GoodVery GoodVery GoodVery Good-548
September 199899.9GoodVery GoodVery GoodVery Good-548
July 199799.9GoodVery GoodVery GoodVery Good-548
July 199699.9GoodVery GoodVery GoodVery Good-548
August 199599.9GoodVery GoodVery GoodVery Good-548
July 199499.9GoodExcellentExcellentExcellent-548
May 199399.9GoodExcellentVery GoodVery Good-548
May 199299.9GoodExcellentExcellentExcellent-548