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MAIN ST/FAS 3060 over STREAM

Map 

Coordinates:
+41.70096, -97.23777
41°42'03" N, 97°14'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN ST/FAS 3060 over STREAM
Structure number:M1395D0105
Location:LEIGH MAIN @ CHURCH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:8.9 ft. [2.7 m]
Total length:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:86.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201486.6Not deficient---185
September 201286.4Not deficient---185
September 201086.4Not 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
October 199297.0Not deficient---95
November 199097.0Not deficient---95