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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: July 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,316 [as of 2015]
Truck traffic:5% of total traffic
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 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:97.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201697.0GoodVery GoodVery GoodGood-10316
November 201595.2GoodGoodVery GoodGood-8800
April 201597.2GoodVery GoodVery GoodGood-8800
March 201497.2GoodVery GoodVery GoodGood-8800
February 201397.2GoodVery GoodVery GoodGood-8800
March 201297.2GoodVery GoodVery GoodVery Good-8800
June 201097.2GoodVery GoodExcellentVery Good-8800
March 200997.2GoodVery GoodExcellentVery Good-8800
March 200897.2GoodVery GoodExcellentVery Good-8800
June 200797.2GoodVery GoodExcellentVery Good-8800
May 200697.2GoodVery GoodExcellentVery Good-8800
February 200597.2GoodVery GoodExcellentVery Good-8800
December 200297.2GoodVery GoodExcellentVery Good-8800
November 200197.2GoodVery GoodExcellentVery Good-8800
January 200097.2GoodVery GoodExcellentVery Good-8800
October 199897.2GoodVery GoodExcellentVery Good-8800
December 199589.6GoodVery GoodExcellentVery Good-8800
November 199489.8GoodVery GoodExcellentVery Good-8800
October 199389.8GoodVery GoodExcellentVery Good-8800
September 199289.8GoodVery GoodExcellentVery Good-8800
December 199189.8GoodVery GoodExcellentVery Good-8800
February 199189.6GoodVery GoodExcellentGood-10370