Share:

LIVINGSTON AVE over BIG WALNUT (LIVINGSTON)

Map 

Coordinates:
+39.94333, -82.85667
39°56'36" N, 82°51'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LIVINGSTON AVE over BIG WALNUT (LIVINGSTON)
Structure number:2533103
Location:0.1 MI W. OF NOE-BIXBY RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.0 ft. [25.0 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1962
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:24,753 [as of 2013]
Truck traffic:4% 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:72.4 tons [65.8 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:78.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201578.7Not deficientVery GoodVery GoodVery Good24753
January 201578.7Not deficientVery GoodVery GoodVery Good24753
January 201478.7Not deficientVery GoodVery GoodVery Good24753
January 201247.4Structurally deficientSatisfactoryGoodPoor21638
November 201047.4Structurally deficientSatisfactoryGoodPoor21638
January 201062.3Functionally obsoleteSatisfactoryGoodFair21638
December 200874.1Functionally obsoleteSatisfactoryGoodSatisfactory21638
December 200774.1Functionally obsoleteGoodGoodGood21638
December 200674.1Functionally obsoleteGoodGoodGood21638
November 200574.1Functionally obsoleteGoodGoodGood21638
November 200474.1Functionally obsoleteGoodGoodGood21638
October 200374.1Functionally obsoleteSatisfactoryGoodGood21638
September 200274.1Functionally obsoleteSatisfactoryGoodGood21638
December 200174.1Functionally obsoleteSatisfactoryGoodGood21638
October 200073.0Functionally obsoleteFairGoodGood21638
August 199973.0Functionally obsoleteFairGoodGood21638
December 199874.1Functionally obsoleteGoodGoodGood21638
November 199674.1Functionally obsoleteGoodGoodGood21638
December 199574.4Functionally obsoleteGoodGoodGood18665
December 199474.4Functionally obsoleteGoodVery GoodGood18665
December 199374.4Functionally obsoleteGoodVery GoodGood18665
November 199274.4Functionally obsoleteGoodGoodGood18665
December 199174.8Functionally obsoleteGoodGoodGood16500