Share:

FM over JORDAN CREEK

Map 

Coordinates:
+42.07222, -95.79722
42°04'20" N, 95°47'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over JORDAN CREEK
Structure number:000000000250651
Location:084432406
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:390 [as of 2012]
Truck traffic:23% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:30.1 tons [27.4 metric tons]
Inventory rating:15.0 tons [13.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:27.6
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 201427.6Structurally deficientFairFairPoor390
May 201246.6Structurally deficientFairFairPoor390
May 201049.3Structurally deficientFairFairPoor280
June 200849.3Structurally deficientFairFairPoor280
May 200677.7Not deficientVery GoodVery GoodVery Good340
April 200477.7Not deficientVery GoodVery GoodVery Good330
April 200277.7Not deficientVery GoodVery GoodVery Good330
March 200077.7Not deficientVery GoodVery GoodVery Good330
January 199857.3Not deficientVery GoodVery GoodVery Good310
February 199656.3Not deficientVery GoodVery GoodVery Good310
February 199456.3Not deficientVery GoodVery GoodVery Good310
May 199257.2Not deficientVery GoodVery GoodVery Good310
April 199062.2Not deficientVery GoodVery GoodVery Good250