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PINE STREET over LITTLE PAPILLION CREEK

Map 

Coordinates:
+41.24385, -96.02008
41°14'38" N, 96°01'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PINE STREET over LITTLE PAPILLION CREEK
Structure number:U1825E2225
Location:OMAHA PINE @ 69TH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:61.4 ft. [18.7 m]
Deck width edge-to-edge:75.8 ft. [23.1 m]
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 continuous [6]
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:10,100 [as of 1998]
Truck traffic:2% 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:Basically intolerable requiring high priority of corrrective action [3]
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:87.8 tons [79.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:86.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201486.1Functionally obsoleteGoodGoodGood10100
May 201293.0Functionally obsoleteGoodGoodGood10100
May 201095.0Functionally obsoleteGoodGoodGood10100
May 200895.0Functionally obsoleteGoodVery GoodVery Good10100
July 200695.0Not deficientGoodVery GoodVery Good10100
April 200495.0Not deficientGoodVery GoodVery Good10100
August 200295.0Not deficientGoodVery GoodVery Good10100
August 200095.0Not deficientVery GoodVery GoodVery Good10100
August 199895.0Not deficientVery GoodExcellentExcellent10100