US13 NC42 over AHOSKIE CREEK OVERFLOW

Map

Coordinates:
+36.24624, -76.94810
36°14'46" N, 76°56'53" W

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

Name:	US13 NC42 over AHOSKIE CREEK OVERFLOW
Structure number:	000000000910025
Old structure number:	000000000091025 `(from 1992 edition)`
Location:	0.2 MI.N. OF SR1420
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	54.1 ft. `[16.5 m]`
Total length:	111.9 ft. `[34.1 m]`
Roadway width between curbs:	33.1 ft. `[10.1 m]`
Deck width edge-to-edge:	36.1 ft. `[11.0 m]`
Skew angle:	11°
Owner:	State Highway Agency `[01]`
Year built:	2011
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:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,100 `[as of 2012]`
Truck traffic:	8% of total traffic
Deck condition:	Very Good `[8 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:	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 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:	95.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Very Good	Good	6100	95.1
October 2015	Good	Very Good	Very Good	Very Good	6100	90.7
October 2013	Good	Very Good	Very Good	Very Good	6100	90.7
October 2011	Good	Good	Good	Good	6500	90.4
October 2009	Poor	Fair	Fair	Serious	7700	6.0
November 2007	Poor	Fair	Poor	Poor	7900	29.2
August 2005	Poor	Poor	Fair	Serious	7300	4.0
October 2003	Poor	Poor	Fair	Fair	7100	2.0
September 2001	Poor	Poor	Fair	Serious	7000	4.0
January 2000	Poor	Poor	Fair	Fair	6900	4.0
December 1997	Poor	Poor	Fair	Fair	6100	47.6
November 1995	Poor	Poor	Fair	Fair	6100	47.6
February 1994	Poor	Poor	Fair	Fair	5900	47.9
November 1991	Fair	Fair	Fair	Fair	5700	47.6

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 Closed Web/Box Girder	linear ft.	1,320	1,320	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	3,960	3,960	0	0	0
Wearing Surfaces	sq. ft.	3,692	3,517	175	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	108	106	0	2	0
Steel Pile	each	21	21	0	0	0
Reinforced Concrete Pier Cap	linear ft.	126	124	2	0	0
Joints
Pourable Joint	linear ft.	34	34	0	0	0
Compression Joint	linear ft.	67	67	0	0	0
Bearings
Elastomeric Bearing	each	48	48	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	228	220	3	5	0