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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:19.4 ft. [5.9 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]
Operating rating:4.0 tons [3.6 metric tons]
Inventory rating:23.9 tons [21.7 metric tons]
Sufficiency rating:77.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201877.8GoodVery GoodVery GoodVery Good-1000
January 201678.0GoodExcellentVery GoodVery Good-900
January 201478.0GoodExcellentVery GoodVery Good-900
September 201247.3PoorPoorGoodSatisfactorySD900
October 201067.7FairSatisfactoryGoodSatisfactory-900
April 200869.2FairSatisfactoryGoodSatisfactory-750
May 200674.4FairSatisfactoryGoodSatisfactory-750
March 200473.3FairSatisfactoryGoodSatisfactory-800
November 200173.3FairSatisfactoryGoodSatisfactory-800
February 199973.3FairSatisfactoryGoodSatisfactory-800
March 199773.3FairSatisfactoryGoodSatisfactory-800
May 199473.3FairSatisfactoryGoodSatisfactory-800
August 199173.3FairSatisfactorySatisfactorySatisfactory-800