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SETTLE STREET over LITTLE DUCK CREEK

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

Facts

Name:SETTLE STREET over LITTLE DUCK CREEK
Structure number:3161188
Location:0.1 MI N OF ROE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:56.1 ft. [17.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
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:474 [as of 1994]
Truck traffic:1% 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:106.9 tons [97.2 metric tons]
Inventory rating:68.4 tons [62.2 metric tons]
Sufficiency rating:88.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201688.0GoodVery GoodVery GoodGood-474
November 201587.0GoodVery GoodVery GoodGood-474
March 201589.0GoodVery GoodVery GoodGood-474
March 201489.0GoodVery GoodVery GoodGood-474
February 201389.0GoodVery GoodVery GoodGood-474
March 201289.0GoodVery GoodVery GoodGood-474
June 201089.0GoodExcellentVery GoodExcellent-474
March 200989.0GoodExcellentVery GoodExcellent-474
March 200889.0GoodExcellentVery GoodExcellent-474
May 200789.0GoodExcellentVery GoodExcellent-474
April 200689.0GoodExcellentVery GoodExcellent-474
February 200589.0GoodExcellentVery GoodExcellent-474
November 200289.0GoodExcellentVery GoodExcellent-474
November 200189.0GoodExcellentVery GoodExcellent-474
January 200088.9GoodExcellentVery GoodExcellent-474
October 199888.9GoodExcellentExcellentExcellent-474