Share:

KENTON STREET over FLORENCE AVENUE

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KENTON STREET over FLORENCE AVENUE
Structure number:3160130
Location:AT INT GILBERT & KENTON
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:95.1 ft. [29.0 m]
Total length:296.9 ft. [90.5 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:34.1 ft. [10.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 1998]
Truck traffic:3% of total traffic
Deck condition:Good [7 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.5 tons [73.2 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201595.7Not deficientGoodVery GoodVery Good3000
September 201495.7Not deficientGoodVery GoodVery Good3000
May 201395.7Not deficientGoodVery GoodVery Good3000
May 201295.7Not deficientGoodVery GoodVery Good3000
May 201193.7Not deficientGoodExcellentVery Good3000
May 201095.7Not deficientGoodExcellentVery Good3000
April 200995.7Not deficientGoodExcellentVery Good3000
May 200895.7Not deficientGoodExcellentExcellent3000
June 200795.7Not deficientGoodExcellentExcellent3000
August 200695.7Not deficientVery GoodExcellentExcellent3000
March 200595.7Not deficientVery GoodExcellentExcellent3000
November 200295.7Not deficientVery GoodExcellentExcellent3000
January 200295.7Not deficientVery GoodExcellentExcellent3000
August 200095.7Not deficientExcellentExcellentExcellent3000
200095.7Not deficient---3000