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KINGS CORNERS over UNNAMED BRANCH CEDAR FOR

Map 

Coordinates:
+40.64833, -82.61667
40°38'54" N, 82°37'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KINGS CORNERS over UNNAMED BRANCH CEDAR FOR
Structure number:7031815
Location:1.8MI E OF VOLTZ RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1972
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:728 [as of 1991]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:76.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$157,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201576.2Not deficientGoodGoodGood728
May 201483.8Not deficientGoodGoodGood728
June 201376.2Not deficientGoodGoodVery Good728
October 201283.8Not deficientGoodGoodVery Good728
August 201183.8Not deficientGoodGoodVery Good728
May 201083.8Not deficientGoodGoodGood728
July 200983.8Not deficientGoodGoodGood728
July 200883.8Not deficientGoodGoodGood728
May 200783.8Not deficientGoodGoodGood728
October 200683.8Not deficientGoodVery GoodGood728
July 200583.8Not deficientGoodVery GoodGood728
August 200483.8Not deficientGoodVery GoodGood728
September 200283.8Not deficientVery GoodVery GoodGood728
October 200183.8Not deficientVery GoodVery GoodGood728
August 200083.8Not deficientVery GoodVery GoodGood728
September 199925.5Structurally deficientFairCriticalSatisfactory728
September 199823.3Structurally deficientPoorSeriousFair728
September 199726.7Structurally deficientSatisfactorySeriousSatisfactory728
September 199628.4Structurally deficientSatisfactoryFairSatisfactory728
October 199527.3Structurally deficientSatisfactoryFairSatisfactory728
August 199427.3Structurally deficientSatisfactoryFairSatisfactory728
September 199327.3Structurally deficientSatisfactoryFairSatisfactory728
September 199126.1Structurally deficientFairFairFair728