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168TH ST/FAS 3811 over BOX ELDER CREEK

Map 

Coordinates:
+41.22097, -96.17711
41°13'15" N, 96°10'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:168TH ST/FAS 3811 over BOX ELDER CREEK
Structure number:U182503110
Location:.2N 168TH & F STS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1985
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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:11,200 [as of 2010]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201463.0Functionally obsoleteSatisfactoryGoodGood11200
March 201279.0Functionally obsoleteSatisfactoryGoodGood11200
March 201077.3Functionally obsoleteSatisfactoryGoodGood20600
January 200877.7Functionally obsoleteSatisfactoryGoodGood18300
March 200656.5Functionally obsoleteSatisfactorySatisfactoryGood18300
April 200457.7Functionally obsoleteSatisfactoryGoodGood13600
May 200257.7Functionally obsoleteGoodGoodGood13600
June 200057.8Functionally obsoleteGoodGoodGood13200
April 199857.8Functionally obsoleteGoodGoodGood13200
April 199663.5Not deficientGoodGoodGood2900
October 199463.5Not deficientGoodGoodGood2900
December 199271.1Not deficientGoodGoodGood3000