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US 23 over KINNIKINNICK CREEK

Map

Coordinates:
+39.43889, -82.97444
39°26'20" N, 82°58'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 23 over KINNIKINNICK CREEK
Structure number:7101112
Location:2.78 MI S OF PICKAWAY CTY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:44.9 ft. [13.7 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,544 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201698.2FairGoodGoodSatisfactory-12544
November 201598.3FairGoodGoodSatisfactory-11970
October 201498.3FairGoodGoodSatisfactory-11970
December 201398.3FairGoodGoodSatisfactory-11970
November 201296.6FairGoodGoodSatisfactory-9980
November 201196.6FairGoodGoodSatisfactory-9980
December 201096.7FairGoodGoodSatisfactory-9275
November 200996.7FairGoodGoodSatisfactory-9275
December 200896.7FairGoodGoodSatisfactory-9275
October 200696.6FairGoodGoodSatisfactory-9805
September 200596.6FairGoodGoodSatisfactory-9805
September 200484.3FairFairFairFair-10650
September 200384.3FairFairFairFair-10650
September 200284.3FairFairFairFair-10650
August 200085.5FairSatisfactorySatisfactoryFair-9035
September 199996.7FairSatisfactorySatisfactorySatisfactory-9035
June 199896.7GoodGoodGoodGood-9035
July 199796.7GoodGoodGoodGood-9035
April 199696.7GoodGoodGoodGood-9035
May 199596.6GoodGoodGoodGood-9035
September 199496.6GoodGoodGoodGood-9035
October 199395.3GoodGoodGoodGood-18250
December 199295.3GoodGoodGoodGood-18250
November 199195.3GoodGoodGoodGood-18250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.891950200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2502005000
Deck
Reinforced Concrete Slabsq. ft.5,5002,9982,50020
Wearing Surfacessq. ft.5,3133,8011,51200