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84TH ST/FAU 5023 over BIG PAPILLION CREEK

Map

Coordinates:
+41.22713, -96.04310
41°13'38" N, 96°02'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:84TH ST/FAU 5023 over BIG PAPILLION CREEK
Structure number:U182504515
Location:84TH @ GROVER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:103.0 ft. [31.4 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:30,600 [as of 2010]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:65.9
Recommended work:Bridge deck replacement with only incidental widening. [37]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201665.9GoodVery GoodVery GoodGood-30600
May 201465.9GoodVery GoodVery GoodGood-30600
May 201266.3GoodGoodVery GoodVery Good-30600
April 201066.9GoodGoodVery GoodVery Good-39500
December 200866.9GoodVery GoodVery GoodVery Good-39500
September 200657.9PoorPoorSatisfactoryFairSD39800
November 200467.9PoorPoorGoodSatisfactorySD42100
October 200269.9FairFairGoodGood-49400
September 200080.8FairFairGoodGood-37500
September 199880.8FairFairGoodGood-37500
November 199681.0FairFairGoodGood-35100
October 199481.8FairFairGoodGood-35300
June 199290.1FairSatisfactoryGoodGood-37800
October 199090.1FairSatisfactoryGoodGood-37800