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SR1006 over ADAMS CREEK

Map

Coordinates:
+35.38732, -80.43799
35°23'14" N, 80°26'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1006 over ADAMS CREEK
Structure number:000000000250239
Old structure number:000000000025239 (from 1992 edition)
Location:0.8 MI. S. JCT. NC73
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:29.2 ft. [8.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:State Highway Agency [01]
Year built:1967
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:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:4,400 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:5.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017PoorPoorPoorFair44005.0
February 2015PoorPoorPoorFair44005.0
February 2013PoorFairFairPoor480011.0
February 2011PoorFairFairPoor500010.6
February 2009PoorPoorPoorSatisfactory540025.0
March 2007FairFairFairSatisfactory520050.5
May 2005FairFairFairGood530056.2
March 2003PoorPoorPoorGood310043.5
October 2001FairGoodSatisfactoryGood450071.0
May 1999FairSatisfactoryGoodGood305071.5
May 1997FairSatisfactoryGoodGood285071.6
May 1995GoodGoodGoodGood270078.7
May 1993GoodGoodGoodGood340068.7
May 1991GoodGoodGoodGood350068.7