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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 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201465.9Not deficientVery GoodVery GoodGood30600
May 201266.3Not deficientGoodVery GoodVery Good30600
April 201066.9Not deficientGoodVery GoodVery Good39500
December 200866.9Not deficientVery GoodVery GoodVery Good39500
September 200657.9Structurally deficientPoorSatisfactoryFair39800
November 200467.9Structurally deficientPoorGoodSatisfactory42100
October 200269.9Not deficientFairGoodGood49400
September 200080.8Not deficientFairGoodGood37500
September 199880.8Not deficientFairGoodGood37500
November 199681.0Not deficientFairGoodGood35100
October 199481.8Not deficientFairGoodGood35300
June 199290.1Not deficientSatisfactoryGoodGood37800
October 199090.1Not deficientSatisfactoryGoodGood37800