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MILLER ROAD over DICKERSON CREEK

Map

Coordinates:
+43.12942, -85.17354
43°07'46" N, 85°10'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILLER ROAD over DICKERSON CREEK
Structure number:000000000007508
Old structure number:59310H00021B010 (from 1992 edition)
Location:1.20 SOUTH OF CO RD 500
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1989
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Wood or timber [7]
Main span design:Slab [01]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:47 [as of 2003]
Deck condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:56.5 tons [51.4 metric tons]
Inventory rating:40.4 tons [36.7 metric tons]
Sufficiency rating:95.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201595.0GoodGoodVery GoodVery Good-47
March 201395.0GoodGoodVery GoodVery Good-47
March 201195.0GoodGoodVery GoodVery Good-47
March 200995.0GoodGoodVery GoodVery Good-47
March 200796.0GoodGoodVery GoodVery Good-47
April 200599.0GoodGoodVery GoodVery Good-47
March 200399.0GoodVery GoodVery GoodVery Good-47
February 200196.0GoodVery GoodVery GoodVery Good-30
December 199896.0GoodVery GoodVery GoodVery Good-30
January 199794.2GoodGoodExcellentExcellent-25
December 199494.5GoodGoodExcellentExcellent-25
December 199296.0GoodExcellentExcellentExcellent-25
December 199096.0GoodExcellentExcellentExcellent-25