+41.39318, -96.05504
41°23'35" N, 96°03'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:U182520260
Location:2E N133 WASHINGTON CL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:100 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:98.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201598.7Not deficientGoodVery GoodVery Good100
May 201398.8Not deficientGoodVery GoodVery Good75
May 2011100.0Not deficientGoodVery GoodVery Good75
April 2009100.0Not deficientGoodVery GoodVery Good75
July 2007100.0Not deficientGoodVery GoodVery Good75
July 2005100.0Not deficientGoodVery GoodVery Good75
June 2003100.0Not deficientVery GoodVery GoodVery Good75
June 2001100.0Not deficientVery GoodVery GoodVery Good75
April 1999100.0Not deficientVery GoodVery GoodVery Good75
October 1998100.0Not deficientExcellentExcellentExcellent75
April 199743.7Structurally deficientFairPoorFair75
June 199543.7Structurally deficientFairPoorFair75
November 199443.7Structurally deficientFairPoorSatisfactory75
April 199343.7Structurally deficientFairPoorSatisfactory75
December 199150.5Structurally deficientSatisfactoryPoorGood75