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FM over WEST FORK D D

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 D D
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: May 2014 

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. ratingEvaluationDeckSuper.Sub.ADT
May 201471.4Not deficientSatisfactorySatisfactorySatisfactory35
April 201271.4Not deficientSatisfactoryGoodGood35
May 201071.2Not deficientSatisfactoryGoodGood15
June 200871.2Not deficientSatisfactoryGoodGood15
May 200651.3Structurally deficientSatisfactoryVery GoodVery Good15
April 200451.2Structurally deficientSatisfactoryVery GoodVery Good50
April 200251.2Structurally deficientSatisfactoryVery GoodVery Good50
April 200051.2Structurally deficientSatisfactoryVery GoodVery Good50
May 199851.3Structurally deficientSatisfactoryVery GoodVery Good15
February 199651.2Structurally deficientSatisfactoryVery GoodVery Good20
March 199451.2Structurally deficientSatisfactoryVery GoodVery Good20
June 199251.2Structurally deficientVery GoodVery GoodVery Good20
April 199047.8Structurally deficientVery GoodVery GoodVery Good30