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SR1322 over HYCO RESERVOIR

Person County, North Carolina

Map

Coordinates:
+36.51579, -79.02767
36°30'57" N, 79°01'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1322 over HYCO RESERVOIR
Structure number:000000001450056
Old structure number:000000000145056 (from 1992 edition)
Location:0.8 MI W. JCT. SR1336
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:64.0 ft. [19.5 m]
Total length:585.0 ft. [178.3 m]
Roadway width between curbs:35.4 ft. [10.8 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:State Highway Agency [01]
Year built:1973
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:9
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:810 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:69.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactoryFairSatisfactory81069.6
April 2016FairSatisfactorySatisfactorySatisfactory81090.5
April 2014FairGoodGoodSatisfactory70088.3
April 2012GoodGoodGoodGood65088.4
April 2010FairSatisfactoryVery GoodSatisfactory80087.8
April 2008FairSatisfactoryVery GoodSatisfactory99087.4
May 2006FairSatisfactoryVery GoodGood99087.4
May 2004FairSatisfactoryVery GoodGood96087.5
October 2001GoodVery GoodVery GoodVery Good43088.6
June 1999GoodVery GoodVery GoodVery Good43088.6
April 1997GoodVery GoodVery GoodVery Good45088.6
April 1995GoodVery GoodVery GoodVery Good10096.8
April 1993GoodGoodGoodGood10089.3
April 1991GoodGoodGoodGood10089.3