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MAIN ST/COLL 5169 over WEST PAPILLION CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.28157, -96.23738
41°16'54" N, 96°14'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201291.3GoodVery GoodVery GoodVery Good-1800
March 201091.3GoodVery GoodGoodVery Good-2000
December 200878.7GoodExcellentExcellentExcellent-2000
December 200689.1GoodExcellentExcellentExcellent-1850
December 200489.1GoodExcellentExcellentExcellent-1850
November 200289.1GoodExcellentExcellentExcellent-1850
July 200189.1GoodExcellentExcellentExcellent-1850
May 199932.5FairFairFairFairFO1850
October 199542.8FairFairSatisfactorySatisfactoryFO1850