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FM over CREEK

Map

Coordinates:
+42.18611, -93.63333
42°11'10" N, 93°37'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over CREEK
Structure number:000000000243371
Location:084180801
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.0 ft. [11.9 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:2004
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2013]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:88.0 tons [80.0 metric tons]
Inventory rating:52.8 tons [48.0 metric tons]
Sufficiency rating:96.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201496.0GoodVery GoodVery GoodVery Good-120
November 201296.0GoodExcellentExcellentVery Good-110
November 201096.0GoodExcellentExcellentExcellent-110
November 200895.9GoodExcellentExcellentExcellent-230
April 200795.9GoodExcellentExcellentExcellent-230
March 200588.9GoodExcellentExcellentExcellent-230
September 200495.9GoodExcellentExcellentExcellent-230