US421 NBL over BEAR CREEK

Map

Coordinates:
+35.61250, -79.34381
35°36'45" N, 79°20'38" W

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

Name:	US421 NBL over BEAR CREEK
Structure number:	000000000370008
Location:	.4 MI.E.JCT.SR2333
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	204.1 ft. `[62.2 m]`
Roadway width between curbs:	40.7 ft. `[12.4 m]`
Deck width edge-to-edge:	46.6 ft. `[14.2 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1971
Year reconstructed:	2007
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 continuous `[4]`
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:	4,650 `[as of 2013]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 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:	Better than present minimum criteria `[7]`
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:	98.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Fair	Good	Good	4650	98.6
February 2016	Fair	Satisfactory	Good	Satisfactory	4450	99.6
February 2014	Fair	Satisfactory	Good	Satisfactory	4450	99.6
February 2012	Fair	Fair	Good	Fair	4750	87.5
February 2010	Fair	Fair	Satisfactory	Satisfactory	4300	98.6
February 2008	Fair	Fair	Satisfactory	Satisfactory	9900	98.1
March 2006	Fair	Fair	Satisfactory	Satisfactory	9900	98.1
March 2004	Fair	Fair	Very Good	Satisfactory	9800	98.1
April 2002	Fair	Fair	Very Good	Satisfactory	9400	98.1
May 2000	Fair	Fair	Very Good	Good	9400	98.1
March 1998	Fair	Fair	Very Good	Good	9050	96.1
March 1990	Fair	Fair	Very Good	Good	6600	92.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,224	992	228	4	0
Steel Protective Coating	sq. ft.	12,144	11,688	0	456	0
Deck
Reinforced Concrete Deck	sq. ft.	9,505	4,770	2,475	2,260	0
Substructure
Reinforced Concrete Abutment	linear ft.	132	129	3	0	0
Steel Pile	each	24	24	0	0	0
Steel Protective Coating	sq. ft.	2,988	2,988	0	0	0
Reinforced Concrete Pile	each	8	8	0	0	0
Reinforced Concrete Pier Cap	linear ft.	236	224	4	8	0
Joints
Pourable Joint	linear ft.	94	18	25	51	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Other Bearing	each	24	12	12	0	0
Steel Protective Coating	sq. ft.	192	192	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	408	407	1	0	0
Steel Protective Coating	sq. ft.	1,698	1,698	0	0	0