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LOCAL over BRANCH LUTES CREEK

Map

Coordinates:
+42.51667, -93.45000
42°31'00" N, 93°27'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL over BRANCH LUTES CREEK
Structure number:000000000241690
Location:082171901
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
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: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2013]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:37.6 tons [34.2 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:71.1
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
November 201671.1FairFairSatisfactoryFair-20
November 201437.0FairFairSatisfactoryFairSD20
November 201233.0----SD20
December 201070.1FairFairSatisfactoryFair-20
November 200870.1FairFairSatisfactoryFair-20
April 200770.4FairFairSatisfactoryFair-20
October 200470.4FairFairSatisfactoryFair-20
April 200370.4FairFairSatisfactoryFair-20
October 200070.4FairFairSatisfactoryFair-20
July 199972.4FairSatisfactorySatisfactoryFair-20
February 199783.4FairSatisfactorySatisfactorySatisfactory-20
January 199583.4FairGoodSatisfactorySatisfactory-20
May 199383.4GoodGoodGoodGood-20
May 199183.4GoodGoodGoodGood-20