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


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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,032 [as of 2014]
Truck traffic:1% of total traffic
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:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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]
Sufficiency rating:63.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201663.0FairSatisfactoryGoodGoodFO20032
March 201463.0FairSatisfactoryGoodGoodFO11200
March 201279.0FairSatisfactoryGoodGoodFO11200
March 201077.3FairSatisfactoryGoodGoodFO20600
January 200877.7FairSatisfactoryGoodGoodFO18300
March 200656.5FairSatisfactorySatisfactoryGoodFO18300
April 200457.7FairSatisfactoryGoodGoodFO13600
May 200257.7GoodGoodGoodGoodFO13600
June 200057.8GoodGoodGoodGoodFO13200
April 199857.8GoodGoodGoodGoodFO13200
April 199663.5GoodGoodGoodGood-2900
October 199463.5GoodGoodGoodGood-2900
December 199271.1GoodGoodGoodGood-3000