SR1011 over DEEP RIVER

Map

Coordinates:
+35.61788, -79.09078
35°37'04" N, 79°05'27" W

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

Name:	SR1011 over DEEP RIVER
Structure number:	000000000370418
Location:	0.5 MI. E. JCT. US1
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	64.0 ft. `[19.5 m]`
Total length:	659.2 ft. `[200.9 m]`
Roadway width between curbs:	31.2 ft. `[9.5 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1928
Year reconstructed:	1995
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:	12
Main spans material:	Prestressed concrete `[5]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,200 `[as of 2013]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	85.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Good	Good	Fair	2200	85.5
January 2016	Fair	Good	Good	Fair	1900	87.8
January 2014	Fair	Good	Good	Fair	1900	87.8
January 2012	Good	Good	Good	Good	2900	97.7
January 2010	Fair	Satisfactory	Very Good	Satisfactory	3100	97.7
February 2008	Fair	Satisfactory	Good	Satisfactory	3300	96.7
February 2006	Fair	Satisfactory	Very Good	Satisfactory	3400	97.7
February 2004	Fair	Satisfactory	Very Good	Satisfactory	4000	97.6
April 2002	Fair	Satisfactory	Very Good	Satisfactory	4000	97.6
April 2000	Fair	Satisfactory	Very Good	Satisfactory	3000	97.7
February 1998	Fair	Good	Very Good	Satisfactory	3200	97.7
February 1992	Poor	Poor	Poor	Fair	1500	19.0