Share:

S APPLE RIVER ROAD over APPLE RIVER

Map

Coordinates:
+42.35788, -90.17146
42°21'28" N, 90°10'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S APPLE RIVER ROAD over APPLE RIVER
Structure number:043311600000000
Old structure number:000043311610141 (from 1992 edition)
Location:1.5 M NW OF WOODBINE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:Town or Township Highway Agency [03]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Operating rating:40.3 tons [36.6 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:69.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$228,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201669.6FairSatisfactorySatisfactorySatisfactoryFO50
October 201460.2FairSatisfactorySatisfactorySatisfactoryFO75
October 201262.2FairSatisfactorySatisfactorySatisfactoryFO75
November 201062.0FairSatisfactorySatisfactorySatisfactoryFO75
April 200862.0FairSatisfactorySatisfactorySatisfactoryFO75
May 200662.0FairSatisfactorySatisfactorySatisfactoryFO75
February 200462.0FairSatisfactorySatisfactorySatisfactoryFO79
November 200162.0FairSatisfactorySatisfactorySatisfactoryFO79
March 199962.0FairSatisfactorySatisfactorySatisfactoryFO80
April 199762.0FairSatisfactorySatisfactorySatisfactoryFO80
May 199469.0FairSatisfactorySatisfactorySatisfactoryFO79
September 199143.0PoorSatisfactoryPoorSatisfactorySD79