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ELM STREET over PETE ROSE WAY & PARKING

Map

Coordinates:
+39.00000, -84.00000
39°00'00" N, 84°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ELM STREET over PETE ROSE WAY & PARKING
Structure number:3161978
Location:SOUTH OF 2ND & ELM INT.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:527.9 ft. [160.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
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:18
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: July 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:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.1 tons [49.2 metric tons]
Inventory rating:32.5 tons [29.5 metric tons]
Sufficiency rating:73.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201673.8GoodGoodGoodGoodFO11731
September 201576.6GoodGoodGoodGoodFO2874
September 201476.6GoodGoodGoodVery GoodFO2874
September 201376.6GoodGoodGoodVery GoodFO2874
August 201276.6GoodVery GoodGoodVery GoodFO2874
July 201176.6GoodVery GoodVery GoodVery GoodFO2874
July 201076.6GoodGoodVery GoodVery GoodFO2874
June 200976.6GoodGoodVery GoodExcellentFO2874
July 200876.6GoodGoodVery GoodExcellent-2874
200076.6-----2874