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COMMERCIAL POINT over SCIOTO RIVER

Map

Coordinates:
+39.63273, -82.96257
39°37'58" N, 82°57'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COMMERCIAL POINT over SCIOTO RIVER
Structure number:6533124
Location:INTERSECTION OF ISLAND RD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:128.0 ft. [39.0 m]
Total length:653.9 ft. [199.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans 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 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:719 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodExcellentVery GoodVery Good71999.9
December 2016GoodExcellentVery GoodExcellent71999.9
December 2015GoodExcellentVery GoodExcellent115498.8
January 2014GoodExcellentExcellentExcellent115498.8