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LEONARD AVENUE over (O) CSX RR

Map 

Coordinates:
+39.98167, -82.95667
39°58'54" N, 82°57'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEONARD AVENUE over (O) CSX RR
Structure number:2562898
Location:400 FT S/I-670
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:138.1 ft. [42.1 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:55°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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: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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:12,220 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.7 tons [66.1 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.4Not deficientGoodVery GoodGood12220
December 201479.4Not deficientGoodVery GoodGood12220
July 201396.2Not deficientGoodVery GoodGood16100
September 201296.2Not deficientGoodVery GoodGood16100
September 201196.2Not deficientGoodVery GoodGood16100
August 201096.2Not deficientGoodVery GoodGood16100
October 200796.2Not deficientGoodVery GoodVery Good16100
November 200696.2Not deficientGoodVery GoodVery Good16100
October 200596.2Not deficientGoodVery GoodVery Good16100
September 200496.2Not deficientGoodVery GoodVery Good16100
December 200296.2Not deficientGoodVery GoodVery Good16100
December 200196.2Not deficientGoodVery GoodVery Good16100
November 200096.2Not deficientGoodVery GoodVery Good16100
November 199896.2Not deficientGoodVery GoodVery Good16100
November 199796.2Not deficientVery GoodVery GoodVery Good16100
December 199696.2Not deficientVery GoodVery GoodVery Good16100
December 199596.4Not deficientVery GoodVery GoodVery Good16100
December 199496.4Not deficientVery GoodVery GoodVery Good16100
December 199396.4Not deficientVery GoodVery GoodVery Good16100
December 199296.4Not deficientVery GoodVery GoodVery Good16100
199296.4Not deficient---16100