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SR1522 over SMITHWICK CREEK

Martin County, North Carolina

Map

Coordinates:
+35.78193, -77.04943
35°46'55" N, 77°02'58" W

Facts

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

Name:	SR1522 over SMITHWICK CREEK
Structure number:	000000001170231
Location:	0.3 MI W SR1516
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	11.2 ft. `[3.4 m]`
Total length:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1957
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:	Concrete continuous `[2]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	2,000 `[as of 2013]`
Truck traffic:	6% of total traffic
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Pier/abutment protection:	Navigation protection not required `[1]`
Culvert condition:	Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	66.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
April 2018	Poor	4 out of 10	2000	66.9
April 2016	Fair	6 out of 10	2000	99.3
April 2014	Fair	5 out of 10	2100	88.1
April 2012	Fair	5 out of 10	1700	88.3
April 2010	Fair	6 out of 10	1700	99.4
April 2008	Fair	6 out of 10	1700	99.4
March 2006	Fair	6 out of 10	1900	99.3
December 2003	Fair	6 out of 10	1800	99.3
April 2002	Fair	6 out of 10	1700	99.4
March 2000	Fair	6 out of 10	1500	99.4
May 1998	Fair	6 out of 10	1500	99.4
October 1989	Good	7 out of 10	1300	99.5

© 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/1330812