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US1 SBL over HAW RIVER

Chatham County, North Carolina

Map

Coordinates:
+35.63225, -79.06107
35°37'56" N, 79°03'40" W

Facts

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

Name:	US1 SBL over HAW RIVER
Structure number:	000000000370053
Location:	0.5 MI. W. JCT. SR1972
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	83.0 ft. `[25.3 m]`
Total length:	391.1 ft. `[119.2 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.0 ft. `[12.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	12,000 `[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:	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:	98.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Good	Good	Good	Good	12000	98.9
January 2016	Good	Good	Good	Good	10000	99.1
January 2014	Good	Good	Good	Good	10000	99.1
March 2012	Good	Good	Good	Good	10000	99.1
March 2010	Fair	Satisfactory	Good	Good	9000	99.2
February 2008	Fair	Satisfactory	Very Good	Very Good	10000	99.1
January 2006	Fair	Satisfactory	Very Good	Very Good	10000	99.1
March 2004	Fair	Satisfactory	Very Good	Very Good	8000	99.3
March 2002	Fair	Satisfactory	Very Good	Very Good	8000	99.3
April 2000	Good	Good	Excellent	Excellent	6500	99.4
January 1998	Good	Excellent	Excellent	Excellent	5450	97.5
April 1990	Fair	Satisfactory	Very Good	Satisfactory	6400	77.0

Element Data

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.	1,945	1,939	3	3	0
Deck
Reinforced Concrete Deck	sq. ft.	15,912	8,055	3,857	4,000	0
Substructure
Reinforced Concrete Column	each	8	3	5	0	0
Reinforced Concrete Abutment	linear ft.	125	117	8	0	0
Steel Pile	each	24	24	0	0	0
Reinforced Concrete Pier Cap	linear ft.	252	213	39	0	0
Concrete Protective Coating	sq. ft.	890	890	0	0	0
Joints
Pourable Joint	linear ft.	126	39	17	70	0
Bearings
Elastomeric Bearing	each	50	50	0	0	0
Steel Protective Coating	sq. ft.	88	88	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	776	67	709	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1322581