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MAIN ST/COLL 5169 over WEST PAPILLION CREEK

Map 

Coordinates:
+41.28157, -96.23738
41°16'54" N, 96°14'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MAIN ST/COLL 5169 over WEST PAPILLION CREEK
Structure number:U082501805P
Location:ELKHORN MAIN @ RAILROAD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2012 

Status:Open, no restriction [A]
Average daily traffic:1,800 [as of 2010]
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:73.3 tons [66.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201291.3Not deficientVery GoodVery GoodVery Good1800
March 201091.3Not deficientVery GoodGoodVery Good2000
December 200878.7Not deficientExcellentExcellentExcellent2000
December 200689.1Not deficientExcellentExcellentExcellent1850
December 200489.1Not deficientExcellentExcellentExcellent1850
November 200289.1Not deficientExcellentExcellentExcellent1850
July 200189.1Not deficientExcellentExcellentExcellent1850
May 199932.5Functionally obsoleteFairFairFair1850
October 199542.8Functionally obsoleteFairSatisfactorySatisfactory1850