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FM over SOLDIER CREEK

Map 

Coordinates:
+42.07500, -96.18611
42°04'30" N, 96°11'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over SOLDIER CREEK
Structure number:000000000250540
Location:084423504
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:69.9 ft. [21.3 m]
Total length:183.1 ft. [55.8 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:210 [as of 2012]
Truck traffic:17% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:30.5 tons [27.7 metric tons]
Inventory rating:18.3 tons [16.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:32.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201432.5Structurally deficientPoorPoorPoor210
May 201232.5Structurally deficientPoorPoorPoor210
May 201049.6Not deficientFairFairFair280
June 200849.6Not deficientFairFairFair280
May 200641.3Structurally deficientFairVery GoodVery Good240
May 200441.4Functionally obsoleteFairVery GoodVery Good220
May 200241.4Structurally deficientFairVery GoodVery Good220
March 200041.4Structurally deficientFairVery GoodVery Good220
January 199841.3Structurally deficientFairVery GoodVery Good250
February 199641.2Structurally deficientSatisfactoryVery GoodVery Good280
February 199441.2Structurally deficientSatisfactoryVery GoodVery Good280
May 199242.1Structurally deficientSatisfactoryVery GoodVery Good280
April 199042.1Structurally deficientSatisfactoryVery GoodVery Good160