US264 over DEEP CREEK

Map

Coordinates:
+35.63153, -75.85499
35°37'54" N, 75°51'18" W

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

Name:	US264 over DEEP CREEK
Structure number:	000000000550003
Old structure number:	000000000055003 `(from 1992 edition)`
Location:	11.2 MI. W. JCT. SR1164
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	149.9 ft. `[45.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2016
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	520 `[as of 2013]`
Truck traffic:	8% 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:	Equal to present minimum criteria `[6]`
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:	91.1

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	520	91.1
May 2016	Good	Very Good	Very Good	Good	520	91.1
August 2014	Poor	Fair	Poor	Poor	440	20.2
August 2012	Poor	Fair	Poor	Poor	390	21.8
August 2010	Poor	Fair	Fair	Poor	530	48.7
March 2009	Poor	Fair	Fair	Poor	530	46.7
September 2006	Poor	Fair	Satisfactory	Poor	590	44.6
April 2004	Poor	Fair	Satisfactory	Poor	690	45.2
September 2002	Fair	Fair	Satisfactory	Fair	830	54.3
June 2000	Fair	Fair	Satisfactory	Fair	570	65.4
June 1998	Poor	Fair	Satisfactory	Poor	510	43.3
June 1996	Fair	Fair	Satisfactory	Fair	600	60.4
June 1994	Fair	Satisfactory	Satisfactory	Fair	550	52.2
July 1992	Fair	Satisfactory	Satisfactory	Fair	550	61.8
March 1990	Fair	Satisfactory	Satisfactory	Fair	600	61.2