Share:

GENDER RD over GEORGES CREEK (GENDER)

Map

Coordinates:
+39.89500, -82.82500
39°53'42" N, 82°49'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GENDER RD over GEORGES CREEK (GENDER)
Structure number:2534002
Location:0.1 MI SOUTH OF LEHMAN RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,870 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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 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 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:71.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201671.1FairSatisfactorySatisfactoryFair-18870
June 201575.4FairSatisfactorySatisfactoryFair-11400
January 201587.3FairSatisfactorySatisfactorySatisfactory-11400
November 201387.3FairSatisfactorySatisfactorySatisfactory-11400
December 201287.3FairSatisfactorySatisfactorySatisfactory-11400
January 201287.3FairSatisfactorySatisfactorySatisfactory-11400
November 201087.3FairSatisfactorySatisfactorySatisfactory-11400
October 200989.3FairSatisfactorySatisfactorySatisfactory-11400
November 200889.3FairSatisfactorySatisfactorySatisfactory-11400
October 200789.3GoodGoodGoodGood-11400
December 200689.3GoodGoodGoodGood-11400
November 200589.3GoodGoodGoodGood-11400
October 200489.3GoodGoodGoodGood-11400
October 200389.3GoodVery GoodGoodGood-11400
October 200289.3GoodVery GoodGoodGood-11400
November 200189.3GoodGoodGoodGood-11400
October 200089.3GoodVery GoodGoodGood-11400
October 199989.3GoodGoodVery GoodGood-11400
November 199889.3GoodGoodVery GoodGood-11400
November 199689.3GoodGoodVery GoodGood-11400
August 199590.3GoodGoodVery GoodGood-9834
November 199490.3GoodGoodVery GoodGood-9834
September 199390.3GoodGoodVery GoodGood-9834
November 199290.3GoodGoodVery GoodGood-9834
September 199191.8Good-Very GoodGood-6700