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FM over MAPLE RIVER

Map 

Coordinates:
+42.07222, -95.91944
42°04'20" N, 95°55'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over MAPLE RIVER
Structure number:000000000250780
Location:084442403
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:78.1 ft. [23.8 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1957
Year reconstructed:1994
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: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: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:230 [as of 2012]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:67.1 tons [61.0 metric tons]
Inventory rating:40.2 tons [36.5 metric tons]
Sufficiency rating:97.9
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201597.9GoodGoodGoodGood-230
May 201397.9GoodGoodGoodGood-230
May 201197.8GoodExcellentGoodGood-300
May 200997.8GoodExcellentGoodGood-300
June 200799.8GoodExcellentExcellentVery Good-310
April 200599.8GoodExcellentExcellentVery Good-310
July 200399.8GoodExcellentExcellentVery Good-270
May 200199.8GoodExcellentExcellentVery Good-270
May 199999.8GoodExcellentExcellentVery Good-300
February 199799.8GoodExcellentExcellentVery Good-300
October 199499.8GoodExcellentExcellentVery Good-280
May 199241.6GoodVery GoodVery GoodVery GoodSD280
April 199041.6GoodVery GoodVery GoodVery GoodSD290