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FM over MILL CREEK

Map

Coordinates:
+42.91389, -95.68333
42°54'50" N, 95°40'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over MILL CREEK
Structure number:000000000259301
Location:094413402
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:84.0 ft. [25.6 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1979
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:2
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2011]
Truck traffic:21% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:97.7 tons [88.8 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:96.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201596.8GoodVery GoodVery GoodVery Good-490
June 201396.8GoodVery GoodVery GoodVery Good-490
August 201181.7GoodVery GoodVery GoodVery Good-490
August 200981.5GoodVery GoodExcellentExcellent-540
July 200781.8GoodVery GoodExcellentExcellent-540
July 200581.9GoodVery GoodExcellentExcellent-450
July 200381.9GoodVery GoodExcellentExcellent-450
July 200196.8GoodVery GoodExcellentExcellent-380
October 200096.8GoodVery GoodExcellentExcellent-380
October 199896.8GoodVery GoodExcellentExcellent-370
August 199696.8GoodVery GoodExcellentExcellent-370
April 199496.8GoodVery GoodExcellentExcellent-420
June 199296.8GoodVery GoodExcellentExcellent-420
June 199096.8GoodExcellentExcellentExcellent-450