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US 23 over BLACKWATER CREEK

Map

Coordinates:
+39.46222, -82.96972
39°27'44" N, 82°58'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 23 over BLACKWATER CREEK
Structure number:7101201
Location:1.15 MI S OF PIC COUNTY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:35.1 ft. [10.7 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:85.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201685.0FairGoodGoodFair-12544
November 201585.1FairGoodGoodFair-11970
October 201496.6FairGoodGoodSatisfactory-11970
December 201396.6FairGoodGoodSatisfactory-11970
November 201295.2FairGoodGoodSatisfactory-9980
November 201195.2FairGoodGoodSatisfactory-9980
December 201095.4FairGoodGoodSatisfactory-9275
November 200995.4FairGoodGoodSatisfactory-9275
March 200895.4FairGoodGoodSatisfactory-9275
October 200695.2FairGoodGoodSatisfactory-9805
September 200595.2FairGoodGoodSatisfactory-9805
September 200495.0FairSatisfactorySatisfactorySatisfactory-10650
September 200395.0FairSatisfactorySatisfactoryGood-10650
September 200295.0FairSatisfactorySatisfactoryGood-10650
August 200095.5FairSatisfactorySatisfactoryGood-9035
August 199995.5FairSatisfactorySatisfactoryGood-9035
June 199895.5GoodGoodGoodGood-9035
June 199795.5GoodGoodGoodGood-9035
April 199695.5GoodGoodGoodGood-9035
May 199595.3GoodGoodGoodGood-9035
September 199495.3FairGoodGoodSatisfactory-9035
October 199392.4FairGoodGoodSatisfactory-18670
December 199292.4FairGoodGoodSatisfactory-18670
November 199192.4FairGoodGoodSatisfactory-18670

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.1023840204
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1981593810
Deck
Reinforced Concrete Slabsq. ft.4,3564,00035060
Wearing Surfacessq. ft.4,2082,9081,30000