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SR-121 over GREENVILLE CREEK

Map

Coordinates:
+40.10833, -84.62417
40°06'30" N, 84°37'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-121 over GREENVILLE CREEK
Structure number:1902016
Location:.63MI.E.OF JCT. SR-49
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1979
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:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,951 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:76.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201676.3FairSatisfactorySatisfactorySatisfactoryFO12951
June 201576.5FairSatisfactorySatisfactorySatisfactoryFO12410
May 201476.5FairSatisfactorySatisfactorySatisfactoryFO12410
April 201376.5FairSatisfactorySatisfactorySatisfactoryFO12410
May 201276.5FairSatisfactorySatisfactorySatisfactoryFO12410
July 201176.5FairSatisfactorySatisfactorySatisfactoryFO12410
May 201076.4FairSatisfactorySatisfactorySatisfactoryFO12720
July 200976.4FairGoodGoodSatisfactoryFO12720
May 200876.4FairGoodGoodSatisfactoryFO12720
February 200776.8FairGoodGoodSatisfactoryFO11720
June 200676.9FairGoodGoodSatisfactoryFO11390
March 200576.9FairGoodGoodSatisfactoryFO11390
February 200476.9FairGoodGoodSatisfactoryFO11390
January 200376.9FairGoodGoodSatisfactoryFO11390
February 200276.9FairGoodGoodSatisfactoryFO11390
December 200076.9FairGoodGoodSatisfactoryFO11390
November 199976.9FairGoodGoodSatisfactoryFO11390
November 199876.9FairGoodGoodSatisfactoryFO11390
October 199773.9FairGoodGoodSatisfactoryFO11390
October 199673.9FairGoodGoodSatisfactoryFO11390
October 199573.6FairGoodGoodSatisfactoryFO11390
November 199472.9GoodGoodGoodGoodFO13310
December 199372.9GoodGoodGoodGoodFO13310
November 199275.9GoodGoodGoodGoodFO13310
October 199175.9GoodGoodGoodGoodFO13310