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SR1102 over COLLY CREEK

Pender County, North Carolina

Map

Coordinates:
+34.43577, -78.15456
34°26'09" N, 78°09'16" W

Facts

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

Name:	SR1102 over COLLY CREEK
Structure number:	000000001410144
Old structure number:	000000000141144 `(from 1992 edition)`
Location:	0.2 MI. N. JCT. NC210
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	152.9 ft. `[46.6 m]`
Roadway width between curbs:	26.9 ft. `[8.2 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	2015
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: July 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	140 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	99.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Good	Very Good	Satisfactory	140	99.0
July 2015	Good	Very Good	Very Good	Very Good	140	99.0
November 2012	Poor	Fair	Fair	Serious	150	34.0
November 2010	Poor	Satisfactory	Fair	Serious	150	35.0
December 2008	Poor	Satisfactory	Fair	Serious	190	34.9
January 2007	Poor	Good	Fair	Serious	130	35.1
November 2004	Poor	Good	Fair	Serious	130	35.1
October 2002	Poor	Good	Satisfactory	Serious	120	35.1
November 2000	Poor	Good	Fair	Serious	110	35.2
June 1999	Poor	Good	Fair	Poor	100	40.8
October 1997	Fair	Good	Satisfactory	Fair	110	35.2
August 1995	Fair	Good	Satisfactory	Fair	110	70.0
July 1993	Poor	Good	Satisfactory	Poor	100	42.8
May 1991	Poor	Good	Satisfactory	Serious	100	40.8

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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