SR 104 over BIG RUN


+39.90278, -83.02472
39°54'10" N, 83°01'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 104 over BIG RUN
Structure number:2508680
Location:1.22 MI N OF SR270
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:94.5 ft. [28.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,918 [as of 2015]
Truck traffic:19% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201695.9GoodGoodGoodExcellent-12918
August 201596.4GoodGoodGoodExcellent-10840
August 201496.4GoodGoodGoodExcellent-10840
June 201396.4GoodGoodGoodExcellent-10840
August 201296.4GoodGoodGoodExcellent-10840
August 201196.4GoodGoodGoodExcellent-10840
October 201096.2GoodGoodGoodExcellent-11820
September 200996.2GoodGoodExcellentExcellent-11820
April 200896.2GoodGoodExcellentExcellent-11820
September 200796.2GoodVery GoodExcellentExcellent-11820
July 200696.8GoodExcellentExcellentExcellent-9210
October 200596.8GoodExcellentExcellentExcellent-9210
August 200496.8GoodExcellentExcellentExcellent-9210
September 200396.8GoodVery GoodExcellentExcellent-9210
September 200297.2GoodExcellentExcellentExcellent-7510
July 200097.2GoodExcellentExcellentExcellent-7510
August 199997.2GoodExcellentExcellentExcellent-7510
July 199897.2GoodExcellentExcellentExcellent-7510
June 199697.7GoodExcellentExcellentExcellent-5280
September 199597.8GoodExcellentExcellentExcellent-5280
August 199497.8GoodExcellentExcellentExcellent-5280
September 199297.8Good-ExcellentExcellent-5280