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FM over SOLDIER RIVER

Map 

Coordinates:
+42.11944, -96.20000
42°07'10" N, 96°12'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over SOLDIER RIVER
Structure number:000000000250500
Location:084422703
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:97.1 ft. [29.6 m]
Total length:253.9 ft. [77.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1957
Year reconstructed:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:280 [as of 2012]
Truck traffic:28% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Operating rating:45.7 tons [41.5 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Sufficiency rating:87.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201587.8Not deficientVery GoodVery GoodGood280
April 201387.8Not deficientVery GoodVery GoodGood280
May 201187.8Not deficientVery GoodVery GoodGood270
May 200987.6Not deficientVery GoodVery GoodGood270
May 200794.5Not deficientExcellentExcellentExcellent280
April 200594.5Not deficientExcellentExcellentExcellent280
June 200394.5Not deficientExcellentExcellentExcellent310
May 200194.5Not deficientExcellentExcellentExcellent310
April 199994.4Not deficientExcellentExcellentExcellent340
November 199694.4Not deficientExcellentExcellentExcellent340
February 199639.6Structurally deficientPoorGoodGood340
February 199439.6Structurally deficientPoorGoodGood340
May 199248.1Not deficientVery GoodVery GoodVery Good340
April 199043.1Structurally deficientImminent FailureVery GoodVery Good210