SR1300 over BRANCH OF JACK S SWAMP

Map

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

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]`

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]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Poor	Poor	Satisfactory	Fair	510	66.9
December 2016	Poor	Poor	Satisfactory	Fair	530	66.9
December 2014	Poor	Poor	Satisfactory	Fair	520	66.9
December 2012	Fair	Fair	Satisfactory	Fair	520	71.3
December 2010	Fair	Fair	Satisfactory	Fair	520	68.7
December 2008	Fair	Fair	Fair	Fair	600	68.6
February 2007	Fair	Fair	Satisfactory	Fair	710	69.4
February 2005	Fair	Fair	Satisfactory	Fair	710	69.4
February 2003	Fair	Fair	Satisfactory	Fair	590	69.6
January 2001	Fair	Fair	Satisfactory	Fair	590	69.6
February 1999	Fair	Fair	Satisfactory	Fair	460	69.7
February 1997	Fair	Fair	Satisfactory	Fair	600	69.5
March 1995	Fair	Fair	Satisfactory	Fair	180	74.6
January 1993	Fair	Satisfactory	Satisfactory	Fair	400	70.3
March 1991	Fair	Satisfactory	Satisfactory	Fair	400	70.3