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CR 814 over TOWN CREEK

Map

Coordinates:
+34.19772, -88.68281
34°11'52" N, 88°40'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 814 over TOWN CREEK
Structure number:SA4100000000144
Location:SEC 21 T10S R 6E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:109.9 ft. [33.5 m]
Total length:430.1 ft. [131.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:2008
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:7
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,100 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:85.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good210085.7
November 2015GoodVery GoodVery GoodVery Good210085.7
November 2013GoodExcellentExcellentExcellent210085.7
November 2011GoodExcellentExcellentExcellent210092.6
January 2010GoodExcellentExcellentExcellent210092.6
September 2008GoodExcellentExcellentExcellent250088.4
October 2007FairFairSatisfactoryGood230012.0
October 2005FairFairSatisfactoryGood230012.0
January 2004FairFairSatisfactoryGood230012.0
January 2002GoodGoodGoodGood230014.2
February 2000GoodGoodGoodGood270012.0
February 1998GoodGoodGoodGood270012.0
January 1996GoodGoodGoodGood270012.0