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SR1226 over STECOAH CREEK

Map

Coordinates:
+35.35681, -83.69866
35°21'25" N, 83°41'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1226 over STECOAH CREEK
Structure number:000000000750040
Location:.3 MI.S.JCT.SR1227
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:390 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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]
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:80.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodGoodSatisfactory39080.7
June 2015GoodGoodGoodGood39080.7
June 2013GoodGoodGoodGood42079.4
June 2011GoodGoodGoodGood45079.2
June 2009GoodVery GoodVery GoodVery Good49077.8
August 2007GoodVery GoodVery GoodVery Good55077.1
July 2005GoodExcellentExcellentExcellent12087.3
July 2003GoodExcellentExcellentExcellent12087.3
July 2001GoodExcellentExcellentExcellent12087.3
August 1999GoodExcellentExcellentExcellent11088.4