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LANE AVENUE over OLENTANGY (LANE AVE)

Map 

Coordinates:
+40.07944, -82.77778
40°04'46" N, 82°46'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LANE AVENUE over OLENTANGY (LANE AVE)
Structure number:2531399
Location:SOUTH OF OLENTANGY RIV.RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:184.1 ft. [56.1 m]
Total length:370.1 ft. [112.8 m]
Roadway width between curbs:75.1 ft. [22.9 m]
Deck width edge-to-edge:112.5 ft. [34.3 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Stayed girder [14]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:10,570 [as of 1999]
Truck traffic:1% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:106.9 tons [97.2 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:91.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201591.5Not deficientVery GoodVery GoodVery Good10570
December 201491.5Not deficientVery GoodVery GoodVery Good10570
February 201491.5Not deficientVery GoodVery GoodVery Good10570
December 201291.5Not deficientVery GoodVery GoodVery Good10570
January 201291.5Not deficientVery GoodVery GoodVery Good10570
December 201091.5Not deficientVery GoodVery GoodVery Good10570
January 201091.5Not deficientVery GoodVery GoodVery Good10570
August 200891.5Not deficientVery GoodVery GoodVery Good10570
September 200796.5Not deficientVery GoodVery GoodVery Good10570
November 200696.5Not deficientVery GoodVery GoodVery Good10570
September 200596.5Not deficientVery GoodVery GoodVery Good10570
September 200496.5Not deficientVery GoodVery GoodVery Good10570
November 200394.6Not deficientExcellentExcellentExcellent23902