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BLONDO ST/FAU 5066 over BIG PAPILLION CREEK

Map 

Coordinates:
+41.27772, -96.09434
41°16'40" N, 96°05'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BLONDO ST/FAU 5066 over BIG PAPILLION CREEK
Structure number:U182521825
Location:JCT I680/US6 1N .8W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:71.9 ft. [21.9 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:79.7 ft. [24.3 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:27,000 [as of 2010]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:64.9 tons [59.0 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:84.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201484.0Not deficientGoodGoodGood27000
April 201292.6Not deficientGoodVery GoodVery Good27000
April 201091.9Not deficientGoodVery GoodVery Good30000
December 200891.5Not deficientGoodVery GoodVery Good31500
June 200691.5Not deficientGoodVery GoodVery Good31600
July 200492.8Not deficientGoodVery GoodVery Good26200
November 200292.8Not deficientGoodVery GoodVery Good26200
May 200193.0Not deficientVery GoodVery GoodVery Good25300
December 199995.7Not deficientVery GoodVery GoodVery Good23300
December 199895.0Not deficientExcellentExcellentExcellent21000
February 199895.0Not deficientExcellentExcellentExcellent21000