Share:

US401 over BRIDLE CREEK

Map

Coordinates:
+36.35450, -78.19019
36°21'16" N, 78°11'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US401 over BRIDLE CREEK
Structure number:000000001850028
Old structure number:000000000185028 (from 1992 edition)
Location:0.4 MI.S.SR1604
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:24.9 ft. [7.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1955
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2014]
Truck traffic:7% of total traffic
Structural 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
August 2017Fair6 out of 10170099.8
August 2015Good7 out of 10160099.2
September 2013Good7 out of 10160099.2
October 2011Good7 out of 10180099.1
October 2009Fair6 out of 10220098.9
February 2008Fair6 out of 10170099.1
October 2005Fair6 out of 10170099.1
September 2003Fair6 out of 10170099.1
December 2001Fair6 out of 10160099.2
August 1999Fair6 out of 10140099.3
May 1997Fair6 out of 10140099.3
April 1995Fair6 out of 10120099.4
April 1993Fair6 out of 10150099.2
April 1991Fair6 out of 10150099.2