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SMITH CO. 127 over WHITE OAK CREEK

Map

Coordinates:
+32.06750, -89.69589
32°04'03" N, 89°41'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SMITH CO. 127 over WHITE OAK CREEK
Structure number:SA6500000000059
Location:SEC 28 T 3N R 6E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:137.8 ft. [42.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2002
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:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
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:70 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:100.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$465,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodVery GoodExcellentExcellent70100.0
September 2014GoodVery GoodExcellentExcellent4098.0
September 2012GoodExcellentExcellentExcellent40100.0
September 2010GoodExcellentExcellentExcellent40100.0
September 2009GoodExcellentExcellentExcellent40100.0
September 2007GoodExcellentExcellentExcellent40100.0
November 2005GoodExcellentExcellentExcellent40100.0
January 2004GoodExcellentExcellentExcellent40100.0
December 2001PoorImminent FailureSeriousImminent Failure4016.4
January 2001PoorImminent FailureSeriousSerious4016.4
January 2000PoorImminent FailureSeriousSerious4016.4
January 1999PoorImminent FailureSeriousSerious4016.4
December 1997PoorCriticalSeriousSerious4016.4
January 1996PoorCriticalSeriousSerious4016.4