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SR1745 over CHOCKOYOTTE CREEK

Halifax County, North Carolina

Map

Coordinates:
+36.42681, -77.64225
36°25'37" N, 77°38'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1745 over CHOCKOYOTTE CREEK
Structure number:000000000830203
Location:0.6 MI. N. OF SR1683
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:2000
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: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: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2012]
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 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:95.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodGoodGoodGood1200095.6
June 2015GoodGoodGoodGood1200095.6
June 2013GoodGoodGoodGood260098.3
June 2011GoodGoodGoodGood260098.3
June 2009GoodVery GoodVery GoodVery Good260098.3
October 2007GoodVery GoodVery GoodVery Good320098.1
September 2005GoodVery GoodVery GoodVery Good930097.4
August 2004GoodVery GoodVery GoodVery Good270099.2
September 2003GoodVery GoodVery GoodVery Good270099.2
November 2001GoodVery GoodVery GoodVery Good470098.7
October 2000GoodVery GoodVery GoodVery Good480098.7