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FM over ENGLISH RIVER

Map

Coordinates:
+41.80278, -92.50278
41°48'10" N, 92°30'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over ENGLISH RIVER
Structure number:000000000213201
Location:077121802
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.0 ft. [18.3 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2002
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: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2014]
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 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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:76.8 tons [69.8 metric tons]
Inventory rating:42.7 tons [38.8 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201595.0GoodVery GoodVery GoodVery Good-50
March 201395.0GoodVery GoodVery GoodVery Good-60
March 201195.0GoodVery GoodVery GoodVery Good-60
March 200981.8GoodExcellentExcellentExcellent-50
January 200782.1GoodExcellentExcellentExcellent-50
March 200582.1GoodExcellentExcellentExcellent-50
March 200382.1GoodExcellentExcellentExcellent-50