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SR1615 over LEITH CREEK

Scotland County, North Carolina

Map

Coordinates:
+34.65979, -79.44984
34°39'35" N, 79°26'59" W

Facts

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

Name:	SR1615 over LEITH CREEK
Structure number:	000000001650050
Location:	0.3 MI. E. JCT. SR1624
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	57.1 ft. `[17.4 m]`
Total length:	122.1 ft. `[37.2 m]`
Roadway width between curbs:	30.2 ft. `[9.2 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2017
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:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	310 `[as of 2015]`
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:	Equal to present desirable criteria `[8]`
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:	99.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Excellent	Excellent	Excellent	310	99.9
February 2016	Poor	Fair	Fair	Serious	270	39.8
February 2014	Poor	Fair	Fair	Serious	260	39.8
February 2012	Poor	Fair	Fair	Serious	1400	29.8
March 2010	Poor	Satisfactory	Satisfactory	Serious	250	40.8
September 2008	Poor	Very Good	Satisfactory	Serious	250	40.8
August 2006	Fair	Very Good	Fair	Fair	450	39.6
May 2004	Fair	Very Good	Fair	Fair	450	39.6
August 2002	Poor	Very Good	Fair	Serious	450	39.6
August 2000	Poor	Very Good	Fair	Poor	230	40.8
June 1998	Poor	Very Good	Fair	Serious	230	40.8
April 1990	Poor	Very Good	Fair	Poor	100	65.9

© 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/1335664