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FM over JORDAN CREEK

Map 

Coordinates:
+42.64167, -96.41667
42°38'30" N, 96°25'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over JORDAN CREEK
Structure number:000000000250061
Location:083432701
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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:25 [as of 2012]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:73.0 tons [66.4 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:98.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201598.0Not deficientGoodVery GoodVery Good25
April 201398.0Not deficientGoodVery GoodVery Good25
May 201198.0Not deficientVery GoodVery GoodVery Good40
May 200998.0Not deficientExcellentExcellentVery Good40
May 200787.9Not deficientExcellentExcellentExcellent35
May 200587.9Not deficientExcellentExcellentExcellent35
April 200287.9Not deficientExcellentExcellentExcellent70
March 200087.9Not deficientExcellentExcellentExcellent70
May 199887.8Not deficientExcellentExcellentExcellent90
January 199687.9Not deficientExcellentExcellentExcellent70
July 199487.9Not deficientExcellentExcellentExcellent70
June 199287.9Not deficientExcellentExcellentExcellent70
April 199091.4Not deficientExcellentExcellentExcellent60