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US15 US501 NBL over HAW RIVER

Chatham County, North Carolina

Map

Coordinates:
+35.77486, -79.14771
35°46'30" N, 79°08'52" W

Facts

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

Name:	US15 US501 NBL over HAW RIVER
Structure number:	000000000370510
Location:	1.9 MI. N. JCT. US64
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	104.0 ft. `[31.7 m]`
Total length:	1046.0 ft. `[318.8 m]`
Roadway width between curbs:	37.1 ft. `[11.3 m]`
Deck width edge-to-edge:	40.4 ft. `[12.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	2003
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:	10
Main spans material:	Prestressed concrete continuous `[6]`
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]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,500 `[as of 2012]`
Truck traffic:	14% of total traffic
Deck condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
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]`
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:	99.3

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Good	Satisfactory	Satisfactory	7500	99.3
February 2016	Good	Good	Good	Good	7500	99.3
February 2014	Good	Good	Good	Good	7500	99.3
February 2012	Good	Good	Good	Good	6500	99.4
March 2010	Fair	Satisfactory	Very Good	Very Good	7000	99.3
February 2008	Fair	Satisfactory	Very Good	Very Good	5500	99.5
February 2006	Good	Good	Very Good	Very Good	6000	99.4
March 2004	Good	Good	Very Good	Very Good	10000	98.0
October 2003	Good	Excellent	Excellent	Excellent	10000	98.0

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.	5,190	4,811	379	0	0
Deck
Reinforced Concrete Deck	sq. ft.	42,149	8,092	34,057	0	0
Substructure
Reinforced Concrete Column	each	27	27	0	0	0
Reinforced Concrete Abutment	linear ft.	146	101	45	0	0
Steel Pile	each	11	11	0	0	0
Reinforced Concrete Pier Cap	linear ft.	383	212	171	0	0
Concrete Protective Coating	sq. ft.	478	478	0	0	0
Joints
Assembly with Seal	each	152	61	91	0	0
Bearings
Elastomeric Bearing	each	100	60	40	0	0
Steel Protective Coating	sq. ft.	391	391	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,050	660	390	0	0
Other Material Bridge Rail	linear ft.	1,050	0	1,050	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/1322764