US74 WBL over BROWN CREEK

Map

Coordinates:
+34.99989, -80.18592
34°59'60" N, 80°11'09" W

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

Name:	US74 WBL over BROWN CREEK
Structure number:	000000000070033
Old structure number:	000000000007033 `(from 1992 edition)`
Location:	1.0 MI.E.JCT.NC218
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	57.1 ft. `[17.4 m]`
Total length:	659.2 ft. `[200.9 m]`
Roadway width between curbs:	35.8 ft. `[10.9 m]`
Deck width edge-to-edge:	39.0 ft. `[11.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	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:	14
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	7,500 `[as of 2015]`
Truck traffic:	14% 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 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:	96.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Good	Good	Good	7500	96.3
September 2015	Good	Good	Good	Good	7500	95.3
September 2013	Good	Good	Good	Good	7500	95.3
September 2011	Good	Good	Good	Good	8000	96.2
September 2009	Good	Very Good	Very Good	Very Good	7250	96.3
October 2007	Good	Excellent	Excellent	Excellent	8000	96.2
August 2005	Poor	Poor	Poor	Poor	7500	29.9
June 2003	Poor	Fair	Poor	Poor	7750	32.0
June 2001	Poor	Fair	Poor	Poor	7750	32.0
April 1999	Poor	Fair	Poor	Poor	6925	41.7
March 1997	Poor	Fair	Poor	Poor	7500	41.5
April 1995	Poor	Fair	Poor	Poor	5125	42.4
April 1993	Poor	Fair	Poor	Poor	5650	33.2
May 1991	Poor	Fair	Poor	Poor	5075	33.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	3,290	3,289	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	25,704	23,062	2,642	0	0
Substructure
Reinforced Concrete Column	each	10	10	0	0	0
Reinforced Concrete Abutment	linear ft.	124	120	0	4	0
Steel Pile	each	74	74	0	0	0
Steel Protective Coating	sq. ft.	1,680	1,680	0	0	0
Reinforced Concrete Pier Cap	linear ft.	571	571	0	0	0
Concrete Protective Coating	sq. ft.	408	408	0	0	0
Joints
Pourable Joint	linear ft.	108	75	33	0	0
Compression Joint	linear ft.	72	32	13	24	3
Open Joint	linear ft.	36	30	6	0	0
Bearings
Elastomeric Bearing	each	140	139	1	0	0
Steel Protective Coating	sq. ft.	140	139	0	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,320	1,209	111	0	0