+41.50318, -97.09798
41°30'11" N, 97°05'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:C001901710
Location:.5W 3.6N OF SCHUYLER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:70.9 ft. [21.6 m]
Total length:180.1 ft. [54.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:25°
Owner:County Highway Agency [02]
Year built:2002
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: October 2016 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2003]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:80.9 tons [73.5 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:99.9
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
October 201699.9Not deficientVery GoodExcellentVery Good50
October 201499.9Not deficientVery GoodExcellentVery Good50
October 2012100.0Not deficientVery GoodExcellentVery Good50
October 2010100.0Not deficientVery GoodExcellentExcellent50
November 2008100.0Not deficientExcellentExcellentExcellent50
December 2006100.0Not deficientExcellentExcellentExcellent50
December 2004100.0Not deficientExcellentExcellentExcellent50
August 2002100.0Not deficientExcellentExcellentExcellent50
October 200126.2Structurally deficientSatisfactoryPoorPoor50
November 199926.2Structurally deficientSatisfactoryPoorPoor50
October 199726.2Structurally deficientGoodPoorPoor50
November 199525.9Structurally deficientGoodPoorPoor50
October 199325.9Structurally deficientGoodPoorPoor50
November 199130.4Structurally deficientGoodPoorPoor50