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SR1004 over CONTENTNEA CREEK

Map

Coordinates:
+35.41324, -77.49784
35°24'48" N, 77°29'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1004 over CONTENTNEA CREEK
Structure number:000000000790038
Old structure number:000000000079038 (from 1992 edition)
Location:0.9 MI. S. OF JCT. SR1411
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:332.0 ft. [101.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1955
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:7
Main spans material:Steel [3]
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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 minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:66.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairGoodFair200066.0
January 2016FairFairGoodFair200064.9
January 2014FairFairGoodFair200064.9
January 2012FairFairGoodFair190065.1
January 2010PoorGoodSatisfactorySerious190030.6
March 2008PoorFairSatisfactoryPoor280039.3
March 2006PoorFairSatisfactoryPoor180047.1
December 2003PoorFairSatisfactoryPoor190046.9
May 2002PoorFairGoodPoor270042.7
September 2000PoorFairGoodPoor270042.7
August 1998PoorFairGoodPoor240043.4
August 1996PoorFairGoodPoor180047.1
June 1994PoorFairGoodPoor150047.8
September 1992FairSatisfactorySatisfactorySatisfactory130074.6
July 1990FairFairSatisfactorySatisfactory170072.0