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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29,320 [as of 2013]
Truck traffic:5% 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: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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201684.0GoodGoodGoodGood-29320
April 201484.0GoodGoodGoodGood-27000
April 201292.6GoodGoodVery GoodVery Good-27000
April 201091.9GoodGoodVery GoodVery Good-30000
December 200891.5GoodGoodVery GoodVery Good-31500
June 200691.5GoodGoodVery GoodVery Good-31600
July 200492.8GoodGoodVery GoodVery Good-26200
November 200292.8GoodGoodVery GoodVery Good-26200
May 200193.0GoodVery GoodVery GoodVery Good-25300
December 199995.7GoodVery GoodVery GoodVery Good-23300
December 199895.0GoodExcellentExcellentExcellent-21000
February 199895.0GoodExcellentExcellentExcellent-21000