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SR1224 over JOYCE CREEK

Map

Coordinates:
+36.46649, -76.28822
36°27'59" N, 76°17'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1224 over JOYCE CREEK
Structure number:000000000290013
Location:.7 MI.S.JCT.SR1225
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:16.1 ft. [4.9 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1951
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:6
Main spans material:Wood or timber [7]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:75.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactorySatisfactoryFair220075.0
November 2016FairFairFairFair180075.8
November 2014FairFairFairFair180074.4
November 2012FairFairFairFair180059.6
November 2010FairSatisfactorySatisfactorySatisfactory270066.9
November 2008FairFairSatisfactorySatisfactory280057.6
November 2006FairSatisfactorySatisfactorySatisfactory200064.3
October 2004FairSatisfactorySatisfactorySatisfactory200064.3
October 2002FairSatisfactorySatisfactorySatisfactory160064.8
November 2000FairSatisfactorySatisfactorySatisfactory140065.1
December 1998FairSatisfactorySatisfactorySatisfactory140065.1
October 1990FairSatisfactorySatisfactorySatisfactory100069.7