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SR 104 over OVER LOCKBOURNE ROAD

Map 

Coordinates:
+39.91556, -82.96611
39°54'56" N, 82°57'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 104 over OVER LOCKBOURNE ROAD
Structure number:2508893
Location:1.61 MI N OF US23
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:81.0 ft. [24.7 m]
Total length:165.0 ft. [50.3 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1987
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:43,394 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.8GoodGoodExcellentExcellent-43394
August 201592.6GoodGoodExcellentExcellent-37519
August 201492.6GoodGoodExcellentExcellent-37519
June 201392.6GoodGoodExcellentExcellent-37519
August 201292.6GoodGoodExcellentExcellent-37519
August 201192.6GoodGoodExcellentExcellent-37519
October 201092.1GoodGoodExcellentExcellent-40784
September 200992.1GoodVery GoodExcellentExcellent-40784
April 200892.1GoodVery GoodExcellentExcellent-40784
September 200792.1GoodVery GoodExcellentExcellent-40784
July 200692.3GoodVery GoodExcellentExcellent-39906
October 200592.3GoodExcellentExcellentExcellent-39906
September 200492.3GoodExcellentExcellentExcellent-39906
September 200392.2GoodGoodVery GoodVery Good-40600
September 200292.3GoodGoodVery GoodVery Good-39499
July 200092.3GoodGoodVery GoodVery Good-39499
August 199992.3GoodGoodVery GoodVery Good-39499
July 199892.3GoodVery GoodVery GoodVery Good-39499
June 199693.3GoodVery GoodVery GoodVery Good-32530
September 199593.0GoodVery GoodVery GoodVery Good-32530
August 199493.0GoodVery GoodVery GoodVery Good-32530
June 199293.0GoodVery GoodVery GoodVery Good-32530
June 199193.0GoodVery GoodVery GoodVery Good-32530