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IGUANA RD over ELK FK

Map

Coordinates:
+39.70333, -93.09167
39°42'12" N, 93°05'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IGUANA RD over ELK FK
Structure number:31947
Location:S 1 T 56 N R 20 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:50.2 ft. [15.3 m]
Total length:51.2 ft. [15.6 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:2006
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Steel [3]
Main span 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: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:66.3 tons [60.3 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201699.0GoodVery GoodGoodVery Good-10
December 201499.0GoodVery GoodGoodVery Good-10
March 201399.0GoodExcellentVery GoodExcellent-10
March 201199.0GoodExcellentVery GoodExcellent-10
January 200999.0GoodExcellentVery GoodExcellent-10
March 200799.0GoodExcellentVery GoodExcellent-10