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ROE STREET over LITTLE DUCK CREEK

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

Facts

Name:ROE STREET over LITTLE DUCK CREEK
Structure number:3161005
Location:0.3 MI W OF PLAINVILLE RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:32.2 ft. [9.8 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,900 [as of 1991]
Deck condition:Very Good [8 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:82.3 tons [74.8 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:80.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201780.7GoodVery GoodVery GoodGood-2900
November 201582.7GoodVery GoodVery GoodGood-2900
April 201582.7GoodVery GoodVery GoodGood-2900
March 201482.7GoodVery GoodVery GoodGood-2900
February 201382.7GoodVery GoodVery GoodGood-2900
March 201282.7GoodVery GoodVery GoodGood-2900
June 201082.7GoodExcellentExcellentGood-2900
March 200982.7GoodExcellentExcellentGood-2900
March 200882.7GoodExcellentExcellentGood-2900
May 200782.7GoodExcellentExcellentGood-2900
April 200682.7GoodExcellentExcellentGood-2900
February 200582.7GoodExcellentExcellentGood-2900
December 200282.7GoodExcellentExcellentGood-2900
November 200168.6FairSatisfactoryFairSatisfactory-2900
January 200063.4FairSatisfactoryFairSatisfactory-2900
October 199874.5FairSatisfactorySatisfactorySatisfactory-2900
December 199572.5FairSatisfactorySatisfactoryGoodFO2900
November 199471.5FairFairSatisfactoryGoodFO2900
October 199371.5FairFairSatisfactoryGoodFO2900
September 199272.6FairSatisfactorySatisfactoryGoodFO2900
December 199172.6FairSatisfactorySatisfactoryGoodFO2900
February 199172.6FairSatisfactorySatisfactorySatisfactoryFO2800