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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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:548 [as of 1990]
Truck traffic:1% 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:99.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201599.9Not deficientExcellentExcellentVery Good548
June 201499.9Not deficientExcellentExcellentVery Good548
June 201399.9Not deficientExcellentExcellentVery Good548
October 201299.9Not deficientExcellentExcellentVery Good548
November 201199.9Not deficientExcellentExcellentVery Good548
August 201099.9Not deficientExcellentExcellentSatisfactory548
June 200999.9Not deficientExcellentExcellentSatisfactory548
July 200899.9Not deficientExcellentExcellentSatisfactory548
September 200799.9Not deficientVery GoodExcellentSatisfactory548
August 200699.9Not deficientExcellentExcellentSatisfactory548
June 200599.9Not deficientVery GoodVery GoodVery Good548
July 200499.9Not deficientVery GoodVery GoodVery Good548
August 200299.9Not deficientVery GoodVery GoodVery Good548
December 200199.9Not deficientVery GoodVery GoodVery Good548
August 200099.9Not deficientVery GoodVery GoodVery Good548
October 199999.9Not deficientVery GoodVery GoodVery Good548
September 199899.9Not deficientVery GoodVery GoodVery Good548
July 199799.9Not deficientVery GoodVery GoodVery Good548
July 199699.9Not deficientVery GoodVery GoodVery Good548
August 199599.9Not deficientVery GoodVery GoodVery Good548
July 199499.9Not deficientExcellentExcellentExcellent548
May 199399.9Not deficientExcellentVery GoodVery Good548
May 199299.9Not deficientExcellentExcellentExcellent548
199299.9Not deficient---548