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SR1713 over S.C.L.RAILROAD

Richmond County, North Carolina

Map

Coordinates:
+34.88793, -79.70135
34°53'17" N, 79°42'05" W

Facts

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

Name:	SR1713 over S.C.L.RAILROAD
Structure number:	000000001530043
Location:	0.1 MI. W. JCT. SR1714
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Local (Urban) `[19]`
Length of largest span:	85.0 ft. `[25.9 m]`
Total length:	196.9 ft. `[60.0 m]`
Roadway width between curbs:	29.5 ft. `[9.0 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 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:	2
Main spans material:	Steel continuous `[4]`
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: March 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,200 `[as of 2002]`
Truck traffic:	7% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Good	Good	3200	81.0
March 2015	Good	Good	Good	Good	3200	81.0
March 2013	Good	Good	Good	Good	3200	82.0
March 2011	Good	Good	Good	Good	3200	83.0
April 2009	Good	Very Good	Very Good	Very Good	3200	83.0
March 2007	Good	Very Good	Very Good	Very Good	3200	83.0
March 2005	Good	Very Good	Excellent	Excellent	3200	83.0
June 2004	Good	Very Good	Excellent	Excellent	3200	83.0
March 2003	Good	Excellent	Excellent	Excellent	3200	83.0
July 2000	Fair	Fair	Fair	Fair	1000	47.9
August 1998	Fair	Fair	Fair	Fair	1000	47.9
May 1990	Poor	Satisfactory	Good	Serious	1000	27.0

© 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/1334197