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BRAMBLE AVENUE over LITTLE DUCK CREEK

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

Facts 

Name:BRAMBLE AVENUE over LITTLE DUCK CREEK
Structure number:3160556
Location:0.7 MI E OF ERIE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:1989
Historic significance:Historical significance is not determinable at this time [4]
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:8,800 [as of 1990]
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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:102.3 tons [93.0 metric tons]
Inventory rating:61.7 tons [56.1 metric tons]
Sufficiency rating:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201595.2Not deficientGoodVery GoodGood8800
April 201597.2Not deficientVery GoodVery GoodGood8800
March 201497.2Not deficientVery GoodVery GoodGood8800
February 201397.2Not deficientVery GoodVery GoodGood8800
March 201297.2Not deficientVery GoodVery GoodVery Good8800
June 201097.2Not deficientVery GoodExcellentVery Good8800
March 200997.2Not deficientVery GoodExcellentVery Good8800
March 200897.2Not deficientVery GoodExcellentVery Good8800
June 200797.2Not deficientVery GoodExcellentVery Good8800
May 200697.2Not deficientVery GoodExcellentVery Good8800
February 200597.2Not deficientVery GoodExcellentVery Good8800
December 200297.2Not deficientVery GoodExcellentVery Good8800
November 200197.2Not deficientVery GoodExcellentVery Good8800
January 200097.2Not deficientVery GoodExcellentVery Good8800
October 199897.2Not deficientVery GoodExcellentVery Good8800
December 199589.6Not deficientVery GoodExcellentVery Good8800
November 199489.8Not deficientVery GoodExcellentVery Good8800
October 199389.8Not deficientVery GoodExcellentVery Good8800
September 199289.8Not deficientVery GoodExcellentVery Good8800
December 199189.8Not deficientVery GoodExcellentVery Good8800
February 199189.6Not deficientVery GoodExcellentGood10370