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FM over WEST FORK DD

Map 

Coordinates:
+42.21667, -96.08889
42°13'00" N, 96°05'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FM over WEST FORK DD
Structure number:000000000250850
Location:084450203
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:68.9 ft. [21.0 m]
Total length:208.0 ft. [63.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35 [as of 2012]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:45.1 tons [41.0 metric tons]
Inventory rating:19.9 tons [18.1 metric tons]
Sufficiency rating:71.4
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 201671.4FairSatisfactorySatisfactorySatisfactory-35
May 201471.4FairSatisfactorySatisfactorySatisfactory-35
April 201271.4FairSatisfactoryGoodGood-35
May 201071.2FairSatisfactoryGoodGood-15
June 200871.2FairSatisfactoryGoodGood-15
May 200651.3FairSatisfactoryVery GoodVery GoodSD15
April 200451.2FairSatisfactoryVery GoodVery GoodSD50
April 200251.2FairSatisfactoryVery GoodVery GoodSD50
April 200051.2FairSatisfactoryVery GoodVery GoodSD50
May 199851.3FairSatisfactoryVery GoodVery GoodSD15
February 199651.2FairSatisfactoryVery GoodVery GoodSD20
March 199451.2FairSatisfactoryVery GoodVery GoodSD20
June 199251.2GoodVery GoodVery GoodVery GoodSD20
April 199047.8GoodVery GoodVery GoodVery GoodSD30