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CAYCE ROAD over LEE CREEK

Map

Coordinates:
+34.93349, -89.61804
34°56'01" N, 89°37'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CAYCE ROAD over LEE CREEK
Structure number:SA4700000000036
Location:SEC 10 T 2S R 4W B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.4 ft. [18.4 m]
Total length:122.7 ft. [37.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,600 [as of 2014]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 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:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:74.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodVery GoodVery Good360074.3
January 2015GoodGoodVery GoodVery Good360059.3
January 2013GoodGoodVery GoodVery Good300060.5
January 2011GoodGoodVery GoodVery Good255085.6
January 2010GoodGoodVery GoodVery Good255085.6
February 2008GoodVery GoodVery GoodVery Good250085.6
January 2006GoodVery GoodVery GoodVery Good250085.6
February 2004GoodExcellentExcellentExcellent250085.6
January 2002GoodExcellentExcellentExcellent250085.6
January 2000GoodExcellentExcellentExcellent240085.8
January 1998GoodExcellentExcellentExcellent240085.8
December 1995PoorVery GoodVery GoodCritical23007.0