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SR1001 over ROCK HOLE BRANCH

Stanly County, North Carolina

Map

Coordinates:
+35.20659, -80.43282
35°12'24" N, 80°25'58" W

Facts

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

Name:	SR1001 over ROCK HOLE BRANCH
Structure number:	000000001670133
Location:	0.1 MI. N. JCT. SR1124
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	29.2 ft. `[8.9 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1978
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Corrugated Steel `[6]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 2013]`
Truck traffic:	6% 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:	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 with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	88.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Good	Good	1200	88.4
March 2015	Good	Good	Good	Good	1200	88.4
March 2013	Fair	Satisfactory	Good	Good	1100	88.4
March 2011	Good	Very Good	Very Good	Good	1200	88.4
April 2009	Good	Very Good	Very Good	Good	1200	88.4
March 2007	Good	Very Good	Very Good	Good	1400	88.4
March 2005	Good	Good	Very Good	Good	1300	88.4
February 2003	Fair	Satisfactory	Very Good	Good	1400	88.4
April 2001	Fair	Satisfactory	Very Good	Good	1400	88.4
February 1999	Fair	Satisfactory	Very Good	Good	1300	88.4
February 1991	Good	Very Good	Very Good	Very Good	1100	88.0

© 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/1335804