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SR1304 over BUCKLAND MILL BRANCH

Gates County, North Carolina

Map

Coordinates:
+36.48190, -76.75201
36°28'55" N, 76°45'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1304 over BUCKLAND MILL BRANCH
Structure number:000000000730015
Old structure number:000000000073015 (from 1992 edition)
Location:0.2 MI.N. OF JCT.SR1303
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:17.1 ft. [5.2 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:State Highway Agency [01]
Year built:1963
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:2
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,100 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:53.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairFairFairFair110053.0
January 2016FairFairFairFair110052.7
January 2014FairFairFairFair110052.7
January 2012FairFairFairFair110052.7
January 2010FairFairFairFair130050.6
January 2008FairFairFairFair110050.8
February 2006FairFairFairFair120050.7
November 2003FairFairFairFair110050.8
March 2002FairFairFairFair120050.7
February 2000FairFairFairFair77051.1
March 1998FairFairFairFair77051.1
March 1996FairFairFairFair77051.1
July 1994FairFairFairFair75056.5
April 1992FairSatisfactoryFairFair60057.6
March 1990FairSatisfactoryFairFair60071.6