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SR 17 over MILLRY CREEK

Map

Coordinates:
+31.63025, -88.31302
31°37'49" N, 88°18'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 17 over MILLRY CREEK
Structure number:013930
Old structure number:000000176503770 (from 1992 edition)
Location:MILLRY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:41.0 ft. [12.5 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2013]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.2
Estimated cost of work:$2,636,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood190095.2
September 2014GoodGoodGoodGood190095.2
November 2012GoodGoodGoodGood223094.8
November 2010GoodGoodGoodGood213094.9
November 2008GoodGoodGoodGood197097.1
November 2006GoodGoodGoodGood203097.0
December 2004GoodGoodGoodGood199097.1
December 2002GoodVery GoodGoodVery Good201097.1
December 2000GoodVery GoodGoodVery Good232094.6
February 1999GoodVery GoodGoodVery Good214094.8
May 1997GoodExcellentExcellentExcellent222094.7
May 1995GoodExcellentExcellentExcellent223094.6
July 1993GoodExcellentExcellentExcellent200095.0
January 1992GoodExcellentExcellentExcellent223094.6