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SR1222 over CONTENTNEA CREEK

Map

Coordinates:
+35.50652, -77.72626
35°30'23" N, 77°43'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1222 over CONTENTNEA CREEK
Structure number:000000000790014
Old structure number:000000000079014 (from 1992 edition)
Location:0.3 MI. N. OF JCT. SR1221
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:1975
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:780 [as of 2012]
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: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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:76.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairSatisfactorySatisfactoryFair78076.3
December 2015FairGoodGoodSatisfactory78087.3
December 2013FairGoodGoodSatisfactory78087.3
December 2011FairGoodGoodFair73078.1
December 2009FairGoodGoodSatisfactory78083.9
March 2008FairGoodSatisfactorySatisfactory89082.6
March 2006FairGoodSatisfactorySatisfactory89082.6
November 2003FairGoodSatisfactorySatisfactory91082.5
September 2002FairSatisfactorySatisfactorySatisfactory70087.8
September 2000FairSatisfactorySatisfactorySatisfactory64089.1
July 1998FairSatisfactorySatisfactorySatisfactory60089.1
July 1996FairSatisfactorySatisfactorySatisfactory49089.2
June 1994FairSatisfactorySatisfactorySatisfactory49089.2
September 1992FairSatisfactorySatisfactorySatisfactory47588.0
June 1990FairSatisfactorySatisfactoryGood50088.0