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RS 1456 182ND ST. over LANDON CREEK

Map

Coordinates:
+38.70047, -98.92926
38°42'02" N, 98°55'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 1456 182ND ST. over LANDON CREEK
Structure number:000000000840470
Location:11.0S 2.0W OF RUSSELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:32.2 ft. [9.8 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1957
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:105 [as of 2008]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:29.7 tons [27.0 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:75.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201675.4FairSatisfactorySatisfactorySatisfactory-105
April 201475.4FairSatisfactorySatisfactorySatisfactory-105
May 201275.4FairSatisfactorySatisfactorySatisfactory-105
June 201077.4FairSatisfactorySatisfactorySatisfactory-105
April 200877.4FairSatisfactoryGoodGood-105
February 200677.4FairSatisfactoryGoodGood-105
February 200477.4FairSatisfactoryGoodGood-105
February 200277.4FairSatisfactoryGoodGood-105
April 200077.4GoodGoodGoodGood-105
April 199877.8GoodGoodGoodGood-105
March 199677.4GoodGoodGoodGood-105
October 199376.7GoodVery GoodVery GoodGood-105
September 199176.7GoodVery GoodVery GoodGood-105