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S ELIZ.SCALES MD R over APPLE RIVER

Map

Coordinates:
+42.31843, -90.24365
42°19'06" N, 90°14'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S ELIZ.SCALES MD R over APPLE RIVER
Structure number:043300800000000
Old structure number:000043300810022 (from 1992 edition)
Location:.5 MI W ELIZABETH
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:76.1 ft. [23.2 m]
Total length:193.6 ft. [59.0 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2016]
Truck traffic:10% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:77.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodVery GoodVery GoodVery Good100077.8
January 2016GoodExcellentVery GoodVery Good90078.0
January 2014GoodExcellentVery GoodVery Good90078.0
September 2012PoorPoorGoodSatisfactory90047.3
October 2010FairSatisfactoryGoodSatisfactory90067.7
April 2008FairSatisfactoryGoodSatisfactory75069.2
May 2006FairSatisfactoryGoodSatisfactory75074.4
March 2004FairSatisfactoryGoodSatisfactory80073.3
November 2001FairSatisfactoryGoodSatisfactory80073.3
February 1999FairSatisfactoryGoodSatisfactory80073.3
March 1997FairSatisfactoryGoodSatisfactory80073.3
May 1994FairSatisfactoryGoodSatisfactory80073.3
August 1991FairSatisfactorySatisfactorySatisfactory80073.3