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180TH STREET over BOX ELDER CREEK

Map

Coordinates:
+41.22766, -96.19622
41°13'40" N, 96°11'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:180TH STREET over BOX ELDER CREEK
Structure number:U182502905
Location:.4S 180TH & US275
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:51.8 ft. [15.8 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
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:Good
Status:Open, no restriction [A]
Average daily traffic:18,460 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:62.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201662.9GoodGoodGoodGoodFO18460
March 201462.9GoodGoodGoodGoodFO7368
March 201264.2GoodGoodGoodGoodFO7368
March 201065.2GoodGoodGoodGoodFO7368
January 200865.2GoodGoodGoodGoodFO7368
March 200676.8GoodGoodGoodGoodFO7368
April 200476.8GoodGoodGoodGoodFO7368
May 200276.8GoodGoodGoodVery GoodFO7368
September 200098.5GoodGoodGoodVery Good-275
April 199898.5GoodGoodGoodVery Good-275
April 199698.5GoodGoodGoodVery Good-275
October 199498.5GoodGoodGoodVery Good-275
November 199298.5GoodGoodGoodVery Good-275