FAS 1765 over PINE CREEK


+42.47421, -99.69644
42°28'27" N, 99°41'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAS 1765 over PINE CREEK
Structure number:C000915305
Location:WJCT US20/US183 3E 5.3S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:85 [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 minimum criteria [6]
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: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]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:96.8

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201596.8Fair6 out of 10-85
July 201396.8Good7 out of 10-85
July 201197.0Good7 out of 10-85
July 200997.0Good7 out of 10-120
August 200797.0Good7 out of 10-120
November 200597.0Good7 out of 10-135
November 200397.0Good7 out of 10-135
October 200197.0Good7 out of 10-110
April 199997.0Good7 out of 10-110
December 199797.0Good9 out of 10-180
November 199597.0Good9 out of 10-110
November 199374.7Good9 out of 10-165
June 199183.5Good9 out of 10-165