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GENDER RD over BLACKLICK CREEK (GENDER)

Map 

Coordinates:
+39.91500, -82.82500
39°54'54" N, 82°49'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GENDER RD over BLACKLICK CREEK (GENDER)
Structure number:2532263
Location:0.5 MI SOUTH OF REFUGEE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Bituminous [6]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,917 [as of 2015]
Truck traffic:7% 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:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:92.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201692.5GoodGoodGoodGood-11917
November 201592.7GoodGoodGoodGood-11406
December 201492.7GoodGoodGoodGood-11406
November 201392.7GoodGoodGoodGood-11406
November 201292.7GoodGoodGoodGood-11406
January 201292.7GoodGoodGoodGood-11406
November 201092.7GoodGoodGoodGood-11406
October 200992.7GoodGoodGoodGood-11406
November 200892.7GoodGoodGoodGood-11406
October 200792.7GoodGoodVery GoodGood-11406
November 200692.7GoodGoodVery GoodGood-11406
October 200592.7GoodGoodVery GoodGood-11406
October 200492.7GoodGoodVery GoodGood-11406
October 200392.7GoodGoodVery GoodGood-11406
October 200292.7GoodGoodVery GoodGood-11406
November 200192.7GoodGoodVery GoodGood-11406
October 200092.7GoodGoodGoodGood-11406
October 199992.7GoodGoodGoodGood-11406
November 199892.7GoodGoodGoodGood-11406
November 199692.7GoodGoodGoodGood-11406
October 199593.3GoodGoodGoodGood-9839
September 199493.3GoodGoodGoodGood-9839
October 199393.3GoodGoodGoodGood-9839
October 199293.3GoodGoodGoodGood-9839
November 199194.0GoodGoodGoodGood-8000