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SR1004 over MILL CREEK

Jones County, North Carolina

Map

Coordinates:
+35.00066, -77.21344
35°00'02" N, 77°12'48" W

Facts

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

Name:	SR1004 over MILL CREEK
Structure number:	000000001030019
Location:	0.2 MI.W. OF JCT.SR1110
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	38.7 ft. `[11.8 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 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:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,200 `[as of 2012]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
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:	91.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Good	Good	Satisfactory	2200	91.6
October 2016	Good	Good	Good	Good	2200	91.6
October 2014	Good	Good	Good	Good	2200	91.6
October 2012	Good	Good	Good	Good	2300	91.3
October 2010	Good	Very Good	Very Good	Very Good	2200	91.6
October 2008	Good	Very Good	Very Good	Very Good	1300	95.6
December 2006	Good	Very Good	Very Good	Very Good	2200	91.6
November 2004	Good	Very Good	Very Good	Very Good	2200	91.6
November 2003	Good	Excellent	Excellent	Excellent	1440	95.2
October 2002	Poor	Good	Satisfactory	Poor	1400	9.0
February 2001	Poor	Good	Satisfactory	Poor	2200	7.0
November 1998	Poor	Good	Satisfactory	Poor	1900	9.0
November 1990	Fair	Good	Good	Satisfactory	1500	41.3

© 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/1329489