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FM over HONEY CREEK

Map

Coordinates:
+42.29167, -93.13611
42°17'30" N, 93°08'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over HONEY CREEK
Structure number:000000000244281
Location:085191603
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:65.0 ft. [19.8 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
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:Prestressed concrete continuous [6]
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:410 [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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.4
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201594.4GoodVery GoodVery GoodVery Good-410
November 201394.4GoodVery GoodVery GoodVery Good-410
November 201194.4GoodExcellentExcellentExcellent-420
November 200998.4GoodExcellentExcellentExcellent-410
July 200898.4GoodExcellentExcellentExcellent-410
November 200798.4GoodExcellentExcellentExcellent-410
November 200598.4GoodExcellentExcellentExcellent-410
March 200598.3GoodExcellentExcellentExcellent-470