Share:

US 61 S over APPLE CR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+37.59692, -89.71448
37°35'49" N, 89°42'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 61 S over APPLE CR
Structure number:5018
Old structure number:H 519 1 (from 1992 edition)
Location:S 4 T 33 N R 12 E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:90.6 ft. [27.6 m]
Total length:189.0 ft. [57.6 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:State Highway Agency [01]
Year built:1931
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:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,321 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:32.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,163,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2009PoorPoorFairSatisfactory132132.2
December 1999FairFairSatisfactorySatisfactory139742.8
December 1991FairSatisfactoryGoodGood112545.3