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WILKES CAIRO RD. over VALLEY CREEK

Map

Coordinates:
+33.44790, -86.92242
33°26'52" N, 86°55'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WILKES CAIRO RD. over VALLEY CREEK
Structure number:004963
Location:WILKES CAIRO * VALLEY CK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:119.8 ft. [36.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:9,000 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:27.6 tons [25.1 metric tons]
Inventory rating:16.6 tons [15.1 metric tons]
Sufficiency rating:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$931,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201648.0FairSatisfactoryGoodSatisfactorySD9000
November 201447.8FairGoodGoodSatisfactorySD9000
November 201347.8FairGoodGoodSatisfactorySD9000
November 201247.8FairGoodGoodSatisfactorySD9000
January 201247.8FairGoodGoodSatisfactorySD9000
December 201047.8FairGoodGoodSatisfactorySD9000
December 200847.8FairGoodGoodSatisfactorySD9000
December 200651.7FairGoodGoodSatisfactoryFO9000
October 200451.7FairGoodGoodSatisfactoryFO9000
July 200251.7FairGoodGoodSatisfactoryFO9000
November 200051.7FairGoodGoodSatisfactoryFO9000
October 199850.8FairGoodGoodSatisfactoryFO8360
October 199650.5FairGoodGoodSatisfactoryFO8360
October 199450.5FairGoodVery GoodSatisfactoryFO8360
October 199250.5GoodGoodVery GoodGoodFO8360