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SR1615 over TRIBUTARY OF OTTER CREEK

Edgecombe County, North Carolina

Map

Coordinates:
+35.73394, -77.57340
35°44'02" N, 77°34'24" W

Facts

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

Name:	SR1615 over TRIBUTARY OF OTTER CREEK
Structure number:	000000000650065
Location:	1.1 MI.E.SR1614
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	82.0 ft. `[25.0 m]`
Roadway width between curbs:	27.2 ft. `[8.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2014
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:	Bituminous `[6]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	140 `[as of 2013]`
Truck traffic:	6% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	100.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Excellent	Excellent	Excellent	140	100.0
February 2016	Poor	Poor	Fair	Fair	440	63.0
October 2012	Poor	Poor	Fair	Fair	440	63.0
October 2010	Poor	Poor	Fair	Fair	130	67.2
October 2008	Poor	Poor	Fair	Fair	520	58.4
October 2006	Poor	Poor	Fair	Poor	520	45.0
October 2004	Poor	Poor	Fair	Poor	400	46.3
October 2002	Poor	Poor	Fair	Poor	400	46.3
November 2000	Poor	Poor	Fair	Poor	500	45.1
February 1999	Poor	Poor	Fair	Poor	370	46.3
December 1990	Fair	Satisfactory	Satisfactory	Fair	100	72.9

© 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/1325166