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DUKELAND STREET over MAIDENS CHOICE CREEK

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

Facts 

Name:DUKELAND STREET over MAIDENS CHOICE CREEK
Structure number:200000BC8007020
Location:0.5 MI E OF CATON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.1 ft. [4.3 m]
Total length:26.9 ft. [8.2 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Skew angle:18°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:9,700 [as of 2007]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$6,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201499.1Not deficient---9700
October 201299.1Not deficient---9700
October 201083.9Not deficient---9700
November 200983.9Not deficient---9700
November 200783.9Not deficient---9700
September 200583.9Not deficient---9700
September 200383.9Not deficient---9700
November 200156.4Structurally deficient---8507
November 199956.4Structurally deficient---8507
November 199756.4Structurally deficient---8507
January 199756.4Structurally deficient---8507
July 199556.7Structurally deficient---8507
October 199256.7Structurally deficient---8507
November 199073.1Not deficient---8507