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FM over MILL CREEK

Map

Coordinates:
+42.48611, -91.14444
42°29'10" N, 91°08'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM over MILL CREEK
Structure number:000000000104671
Location:082022106
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.9 ft. [7.6 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:30°
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]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Truck traffic:16% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Operating rating:38.1 tons [34.6 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
Sufficiency rating:86.7
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201586.7GoodVery GoodVery GoodGood-80
May 201386.7GoodVery GoodVery GoodVery Good-60
May 201186.7GoodVery GoodExcellentExcellent-60
May 200985.4GoodVery GoodExcellentExcellent-110
July 200785.8GoodVery GoodExcellentExcellent-110
June 200587.0GoodExcellentExcellentExcellent-110
February 200597.5GoodExcellentExcellentExcellent-110