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FAS 1760 B 600 over W BR THOMPSON CREEK

Map

Coordinates:
+40.36526, -99.08384
40°21'55" N, 99°05'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1760 B 600 over W BR THOMPSON CREEK
Structure number:C005004610
Location:WJCT US6/N44 7.4S 4.1E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:395 [as of 2011]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Good7 out of 1039585.1
December 2016Good7 out of 1039585.1
December 2014Good8 out of 1039585.1
November 2012Good8 out of 1039585.4
December 2010Good8 out of 1040085.4
November 2008Good8 out of 1037085.4
November 2006Good8 out of 1037097.0
November 2004Good8 out of 1051596.9
October 2002Good8 out of 1038597.0
November 2000Good8 out of 1030597.0
October 1998Good8 out of 1030597.0
September 1996Good8 out of 1032097.0
October 1994Good9 out of 1032097.0
October 1992Good9 out of 1037083.5
October 1990Good9 out of 1029083.5