Share:

CURLEY LEWIS FH42 over ANKODOSH CREEK

Map

Coordinates:
+46.47747, -84.99897
46°28'39" N, 84°59'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CURLEY LEWIS FH42 over ANKODOSH CREEK
Structure number:000000000001642
Old structure number:17200093000B020 (from 1992 edition)
Location:AT TAHQUAMENON BAY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:31.8 ft. [9.7 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:83 [as of 1986]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairGood8387.9
June 2015FairFairFairGood8387.9
June 2013FairFairFairGood8387.9
June 2011FairFairFairGood8361.1
June 2009FairFairGoodVery Good8371.2
May 2007FairFairGoodVery Good8371.2
June 2005FairSatisfactoryGoodVery Good8372.2
June 2003FairSatisfactoryGoodVery Good8372.2
June 2001FairSatisfactoryVery GoodVery Good8366.3
June 1999GoodGoodVery GoodVery Good8371.3
June 1997GoodGoodVery GoodVery Good8366.3
June 1995GoodVery GoodVery GoodVery Good8381.4
June 1993GoodVery GoodVery GoodVery Good8381.4
June 1991GoodVery GoodVery GoodVery Good8381.4