Share:

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: June 2016 

Good/Fair/Poor Condition:Poor
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201632.5PoorPoorPoorPoorSD210
May 201432.5PoorPoorPoorPoorSD210
May 201232.5PoorPoorPoorPoorSD210
May 201049.6FairFairFairFair-280
June 200849.6FairFairFairFair-280
May 200641.3FairFairVery GoodVery GoodSD240
May 200441.4FairFairVery GoodVery GoodFO220
May 200241.4FairFairVery GoodVery GoodSD220
March 200041.4FairFairVery GoodVery GoodSD220
January 199841.3FairFairVery GoodVery GoodSD250
February 199641.2FairSatisfactoryVery GoodVery GoodSD280
February 199441.2FairSatisfactoryVery GoodVery GoodSD280
May 199242.1FairSatisfactoryVery GoodVery GoodSD280
April 199042.1FairSatisfactoryVery GoodVery GoodSD160