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ANDERSON AVE over STREAM

Map 

Coordinates:
+41.19376, -96.10537
41°11'38" N, 96°06'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANDERSON AVE over STREAM
Structure number:U182503705P
Location:NE EDGE MILLARD AIRPORT
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:5,580 [as of 2010]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:78.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201478.0Not deficient---5580
October 201286.5Not deficient---5580
October 201086.4Not deficient---6200
January 200986.5Not deficient---6000
February 200799.2Not deficient---6000
January 200699.6Not deficient---2900
December 200499.6Not deficient---2900
February 200399.6Not deficient---2900
February 200199.6Not deficient---2600
August 200099.6Not deficient---2500
January 199999.6Not deficient---2500
May 199799.7Not deficient---2300
October 199599.7Not deficient---2100
November 199430.6Structurally deficientSatisfactoryPoorSatisfactory3100
April 199330.6Structurally deficientSatisfactoryPoorSatisfactory3100
December 199152.6Functionally obsoleteGoodFairSatisfactory3100