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SR1564 over BRASSTOWN CREEK OVERFLOW

Map

Coordinates:
+35.03999, -83.96086
35°02'24" N, 83°57'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1564 over BRASSTOWN CREEK OVERFLOW
Structure number:000000000390098
Location:.05 MI.E.JCT.SR1604
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:81.0 ft. [24.7 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:33.8 ft. [10.3 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2013]
Truck traffic:6% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood170096.5
March 2016GoodGoodGoodGood160096.6
March 2014GoodGoodGoodGood160096.6
March 2012GoodGoodGoodGood180096.3
August 2010GoodVery GoodVery GoodVery Good180096.3
March 2010FairFairGoodGood200073.2
April 2008FairFairGoodGood200031.9
April 2006FairFairGoodGood140073.5
April 2004FairSatisfactoryGoodGood160032.3
April 2002FairSatisfactoryGoodGood160032.3
May 2000FairSatisfactoryGoodGood110034.8
May 1998FairSatisfactoryGoodGood120034.3
January 1991GoodVery GoodGoodVery Good50045.5