I-26 WBL over N. PACOLET RIVER SR1516

Map

Coordinates:
+35.21477, -82.18549
35°12'53" N, 82°11'08" W

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

Name:	I-26 WBL over N. PACOLET RIVER SR1516
Structure number:	000000001490048
Location:	2.2 MI.E.JCT.NC108
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	68.9 ft. `[21.0 m]`
Total length:	325.1 ft. `[99.1 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	43°
Owner:	State Highway Agency `[01]`
Year built:	1966
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:	6
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	13,500 `[as of 2008]`
Truck traffic:	23% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	75.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2009	Fair	Satisfactory	Satisfactory	Satisfactory	13500	75.3
August 1999	Fair	Satisfactory	Very Good	Fair	10500	62.4
July 1991	Fair	Satisfactory	Good	Fair	7800	60.8

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.	2,233	910	1,314	9	0
Steel Protective Coating	sq. ft.	20,058	16,835	835	2,388	0
Deck
Reinforced Concrete Deck	sq. ft.	13,992	12,932	414	646	0
Substructure
Reinforced Concrete Column	each	20	19	1	0	0
Reinforced Concrete Abutment	linear ft.	135	131	2	2	0
Steel Pile	each	1	1	0	0	0
Reinforced Concrete Pier Cap	linear ft.	418	394	15	9	0
Joints
Compression Joint	linear ft.	118	94	0	6	18
Assembly with Seal	each	295	239	28	28	0
Bearings
Movable Bearing	each	42	0	42	0	0
Steel Protective Coating	sq. ft.	42	0	31	11	0
Fixed Bearing	each	42	0	42	0	0
Steel Protective Coating	sq. ft.	42	0	33	9	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	658	573	85	0	0