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FAS 1787 over NIOBRARA RIVER (MEADVIL)

Map 

Coordinates:
+42.75144, -99.85042
42°45'05" N, 99°51'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAS 1787 over NIOBRARA RIVER (MEADVIL)
Structure number:C000913725
Location:6W US183 KEYA PAHA CL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:2010
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:Steel continuous [4]
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 2015 

Status:Open, no restriction [A]
Average daily traffic:65 [as of 2011]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
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:58.9 tons [53.5 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:97.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201597.5Not deficientExcellentExcellentExcellent65
July 201397.5Not deficientExcellentExcellentExcellent65
July 201197.7Not deficientExcellentExcellentExcellent65
September 200922.1Structurally deficientFairSeriousSerious60
March 200819.2Structurally deficientFairSeriousSerious60
November 200524.3Structurally deficientSatisfactoryFairSerious75
September 200324.3Structurally deficientSatisfactoryFairSerious75
October 200124.4Structurally deficientSatisfactoryFairSerious30
June 199924.4Structurally deficientSatisfactoryFairSerious30
September 199724.4Structurally deficientSatisfactoryFairSerious55
December 199524.3Structurally deficientSatisfactoryFairSerious80
November 199324.3Structurally deficientSatisfactoryFairSerious60
July 199124.3Structurally deficientSatisfactoryFairSerious60