+41.69953, -97.23044
41°41'58" N, 97°13'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAS 3060 over M FK MAPLE CREEK
Structure number:C001900805
Location:JCT N57/N91 1S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:29.9 ft. [9.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:185 [as of 2011]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:88.4

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201688.4Fair6 out of 10-185
September 201488.4Fair6 out of 10-185
September 201288.4Fair6 out of 10-185
September 201088.4Good7 out of 10-175
November 200888.4Good7 out of 10-140
December 200697.0Good7 out of 10-140
December 200497.0Good7 out of 10-180
December 200297.0Good7 out of 10-160
September 200097.0Good8 out of 10-135
October 199897.0Good8 out of 10-135
November 199697.0Good8 out of 10-140
October 199497.0Good8 out of 10-140
November 199283.6Good8 out of 10-95
November 199083.6Good8 out of 10-95