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MADISON ROAD over DUCK CREEK

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

Facts

Name:MADISON ROAD over DUCK CREEK
Structure number:3136728
Location:0.3MI NE OF INT RIDGE&MAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:38.1 ft. [11.6 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1929
Year reconstructed:1992
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40,281 [as of 2015]
Truck traffic:7% of total traffic
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:66.7 tons [60.6 metric tons]
Sufficiency rating:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201676.1GoodGoodVery GoodGoodFO40281
April 201579.5GoodGoodGoodGoodFO12800
March 201479.5GoodGoodGoodGoodFO12800
March 201379.5GoodGoodGoodGoodFO12800
March 201279.5GoodGoodVery GoodGoodFO12800
May 201079.5GoodVery GoodVery GoodVery GoodFO12800
April 200979.5GoodVery GoodVery GoodVery GoodFO12800
April 200879.5GoodVery GoodVery GoodVery GoodFO12800
May 200779.5GoodVery GoodVery GoodVery GoodFO12800
May 200679.5GoodVery GoodVery GoodVery GoodFO12800
February 200579.5GoodVery GoodVery GoodVery GoodFO12800
January 200379.5GoodVery GoodVery GoodVery GoodFO12800
November 200179.5GoodVery GoodVery GoodVery GoodFO12800
January 200079.5GoodVery GoodVery GoodVery Good-12800
February 199979.5GoodVery GoodVery GoodVery Good-12800
December 199579.5GoodVery GoodExcellentVery Good-12800
November 199376.8GoodVery GoodExcellentVery Good-12800
December 199276.8GoodVery GoodExcellentVery Good-12800
March 199269.1GoodExcellentExcellentVery GoodFO12800
December 199056.7FairFairFairSatisfactoryFO12800