Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201597.9Not deficientGoodGoodGood230
May 201397.9Not deficientGoodGoodGood230
May 201197.8Not deficientExcellentGoodGood300
May 200997.8Not deficientExcellentGoodGood300
June 200799.8Not deficientExcellentExcellentVery Good310
April 200599.8Not deficientExcellentExcellentVery Good310
July 200399.8Not deficientExcellentExcellentVery Good270
May 200199.8Not deficientExcellentExcellentVery Good270
May 199999.8Not deficientExcellentExcellentVery Good300
February 199799.8Not deficientExcellentExcellentVery Good300
October 199499.8Not deficientExcellentExcellentVery Good280
May 199241.6Structurally deficientVery GoodVery GoodVery Good280
April 199041.6Structurally deficientVery GoodVery GoodVery Good290