SR1734 over DEEP CREEK

Map

Coordinates:
+36.24039, -78.88881
36°14'25" N, 78°53'20" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR1734 over DEEP CREEK
Structure number:	000000001450080
Old structure number:	000000000145080 `(from 1992 edition)`
Location:	0.1 MI.E.JCT.SR1735
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	50.9 ft. `[15.5 m]`
Total length:	149.0 ft. `[45.4 m]`
Roadway width between curbs:	25.3 ft. `[7.7 m]`
Deck width edge-to-edge:	28.2 ft. `[8.6 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1999
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 continuous `[6]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	100 `[as of 2000]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	100.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Very Good	Good	100	100.0
April 2016	Good	Good	Very Good	Very Good	100	100.0
April 2014	Good	Good	Very Good	Very Good	100	100.0
April 2012	Good	Good	Very Good	Very Good	100	100.0
April 2010	Good	Very Good	Very Good	Very Good	100	100.0
April 2008	Good	Very Good	Very Good	Very Good	100	100.0
February 2006	Good	Very Good	Very Good	Very Good	100	100.0
July 2003	Good	Very Good	Very Good	Very Good	100	100.0
August 2001	Good	Very Good	Very Good	Very Good	100	99.9
October 1999	Good	Very Good	Very Good	Very Good	60	100.0
June 1997	Fair	Fair	Fair	Satisfactory	60	49.3
June 1995	Fair	Fair	Fair	Satisfactory	90	49.2
June 1993	Fair	Fair	Fair	Satisfactory	90	46.0
July 1991	Fair	Fair	Fair	Satisfactory	90	46.0