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US13 17 NBL over CONINE CREEK

Bertie County, North Carolina

Map

Coordinates:
+35.89034, -77.01964
35°53'25" N, 77°01'11" W

Facts

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

Name:	US13 17 NBL over CONINE CREEK
Structure number:	000000000150035
Location:	1.6 MI.S. OF JCT.SR1521
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	751.0 ft. `[228.9 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	34
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,500 `[as of 2015]`
Truck traffic:	14% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 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:	70.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Fair	Fair	Fair	6500	70.9
September 2016	Fair	Good	Good	Fair	5500	84.4
September 2014	Fair	Good	Good	Fair	5500	84.4
September 2012	Fair	Fair	Fair	Fair	4950	83.5
September 2010	Fair	Fair	Fair	Satisfactory	6000	83.3
September 2008	Fair	Fair	Satisfactory	Satisfactory	5000	94.5
December 2006	Fair	Fair	Fair	Satisfactory	4950	83.5
July 2004	Fair	Fair	Fair	Satisfactory	4950	83.5
September 2002	Fair	Fair	Fair	Satisfactory	5000	83.5
September 2000	Fair	Fair	Fair	Satisfactory	4750	83.5
August 1998	Fair	Fair	Fair	Satisfactory	4450	83.5
May 1990	Fair	Satisfactory	Satisfactory	Satisfactory	8000	94.4

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
Reinforced Concrete Closed Web/Box Girder	linear ft.	752	751	0	1	0
Deck
Reinforced Concrete Top Flange	sq. ft.	27,394	27,323	46	25	0
Substructure
Prestressed Concrete Column	each	6	0	6	0	0
Reinforced Concrete Abutment	linear ft.	94	60	1	33	0
Prestressed Concrete Pile	each	192	0	187	5	0
Reinforced Concrete Pier Cap	linear ft.	1,295	672	507	116	0
Joints
Pourable Joint	linear ft.	360	360	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,504	168	18	1,318	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/1320419