ELM ST. over I 71


+39.09778, -84.51556
39°05'52" N, 84°30'56" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ELM ST. over I 71
Structure number:3106071
Purpose:Carries highway over highway
Route classification:Collector (Urban) [17]
Length of largest span:84.0 ft. [25.6 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,731 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:43.5 tons [39.5 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:77.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201677.8GoodVery GoodVery GoodVery GoodFO11731
August 201592.8GoodVery GoodVery GoodExcellentFO1
September 201495.0GoodVery GoodVery GoodExcellentFO1
September 201392.8GoodVery GoodVery GoodExcellentFO1
November 201292.8GoodVery GoodVery GoodExcellentFO1
August 201192.8GoodVery GoodVery GoodExcellentFO1
November 201092.8GoodVery GoodVery GoodExcellentFO1
September 200992.8GoodVery GoodVery GoodExcellentFO1
December 200892.8GoodGoodGoodExcellent-1
September 200790.8GoodVery GoodExcellentExcellent-1
September 200690.8GoodVery GoodExcellentExcellent-1
November 200587.8GoodVery GoodExcellentExcellent-1
September 200487.8GoodVery GoodExcellentExcellent-1
November 200391.8GoodVery GoodExcellentExcellent-1
November 200290.8GoodExcellentExcellentExcellent-1
December 200190.8GoodExcellentExcellentExcellent-1