Share:

COUNTY HIGHWAY over SHELL CREEK

Map 

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

Facts 

Name:COUNTY HIGHWAY over SHELL CREEK
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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201699.9GoodVery GoodExcellentVery Good-50
October 201499.9GoodVery GoodExcellentVery Good-50
October 2012100.0GoodVery GoodExcellentVery Good-50
October 2010100.0GoodVery GoodExcellentExcellent-50
November 2008100.0GoodExcellentExcellentExcellent-50
December 2006100.0GoodExcellentExcellentExcellent-50
December 2004100.0GoodExcellentExcellentExcellent-50
August 2002100.0GoodExcellentExcellentExcellent-50
October 200126.2PoorSatisfactoryPoorPoorSD50
November 199926.2PoorSatisfactoryPoorPoorSD50
October 199726.2PoorGoodPoorPoorSD50
November 199525.9PoorGoodPoorPoorSD50
October 199325.9PoorGoodPoorPoorSD50
November 199130.4PoorGoodPoorPoorSD50