SR1010 over BEAR CREEK

Map

Coordinates:
+35.63901, -79.26705
35°38'20" N, 79°16'01" W

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

Name:	SR1010 over BEAR CREEK
Structure number:	000000000370170
Old structure number:	000000000037170 `(from 1992 edition)`
Location:	0.4 MI. S. JCT. SR2196
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	154.9 ft. `[47.2 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	2001
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:	Steel `[3]`
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:	1,100 `[as of 2012]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
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:	94.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	1100	94.8
February 2016	Good	Good	Good	Good	1600	94.6
February 2014	Good	Good	Good	Good	1600	94.6
February 2012	Good	Good	Good	Good	1100	94.8
February 2010	Fair	Satisfactory	Very Good	Very Good	1200	94.8
February 2008	Fair	Satisfactory	Very Good	Very Good	1900	94.5
February 2006	Fair	Satisfactory	Very Good	Very Good	1100	94.8
February 2004	Fair	Satisfactory	Very Good	Very Good	1600	94.6
April 2002	Fair	Satisfactory	Very Good	Very Good	1600	94.6
October 2001	Good	Excellent	Excellent	Excellent	1100	94.8
May 2000	Poor	Fair	Good	Poor	1100	15.2
March 1998	Poor	Fair	Good	Poor	1000	15.7
March 1996	Poor	Fair	Good	Poor	1000	15.7
March 1994	Poor	Fair	Good	Poor	1000	15.7
March 1992	Poor	Fair	Good	Poor	900	16.2
March 1990	Poor	Fair	Good	Poor	600	17.8