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SR1300 over BRANCH OF JACK S SWAMP

Map

Coordinates:
+36.51314, -77.50612
36°30'47" N, 77°30'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1300 over BRANCH OF JACK S SWAMP
Structure number:000000001310049
Old structure number:000000000131049 (from 1992 edition)
Location:0.9MI.W.JCT.SR1317
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1979
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: December 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:510 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Poor [4 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 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:66.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018PoorPoorSatisfactoryFair51066.9
December 2016PoorPoorSatisfactoryFair53066.9
December 2014PoorPoorSatisfactoryFair52066.9
December 2012FairFairSatisfactoryFair52071.3
December 2010FairFairSatisfactoryFair52068.7
December 2008FairFairFairFair60068.6
February 2007FairFairSatisfactoryFair71069.4
February 2005FairFairSatisfactoryFair71069.4
February 2003FairFairSatisfactoryFair59069.6
January 2001FairFairSatisfactoryFair59069.6
February 1999FairFairSatisfactoryFair46069.7
February 1997FairFairSatisfactoryFair60069.5
March 1995FairFairSatisfactoryFair18074.6
January 1993FairSatisfactorySatisfactoryFair40070.3
March 1991FairSatisfactorySatisfactoryFair40070.3