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FAS 3060 over M FK MAPLE CREEK

Map 

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

Facts 

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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201488.4Not deficient---185
September 201288.4Not deficient---185
September 201088.4Not deficient---175
November 200888.4Not deficient---140
December 200697.0Not deficient---140
December 200497.0Not deficient---180
December 200297.0Not deficient---160
September 200097.0Not deficient---135
October 199897.0Not deficient---135
November 199697.0Not deficient---140
October 199497.0Not deficient---140
November 199283.6Not deficient---95
November 199083.6Not deficient---95