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WALESKA STREET over ETOWAH RIVER

Map

Coordinates:
+34.24017, -84.49441
34°14'25" N, 84°29'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WALESKA STREET over ETOWAH RIVER
Structure number:000000005700660
Location:IN NORTH CANTON
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:788.1 ft. [240.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:18
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,480 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:78.6
Estimated cost of work:$7,137,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201678.6FairGoodSatisfactoryGood-12480
March 201478.6FairGoodSatisfactoryGood-12480
March 201278.8FairGoodSatisfactoryGood-11880
July 201077.9FairGoodSatisfactoryGood-14590
May 200877.9GoodGoodVery GoodGood-14590
May 200677.7GoodGoodVery GoodGood-15160
April 200477.5GoodGoodVery GoodGood-15800
May 200277.5GoodGoodVery GoodGood-15800
May 200077.6FairGoodVery GoodSatisfactory-15500
May 199877.9FairGoodVery GoodSatisfactory-14600
March 199678.0GoodGoodVery GoodGood-14310
May 199477.6GoodGoodVery GoodGood-14310
May 199277.6GoodVery GoodVery GoodGood-14310
September 199076.6GoodVery GoodVery GoodGood-14310

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.5,4725,472000
Deck
Reinforced Concrete Decksq. ft.45,41445,414000
Substructure
Steel Columneach112011200
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.128012800
Reinforced Concrete Pier Caplinear ft.1,0881,0582640
Joints
Pourable Jointlinear ft.936527281560
Bearings
Elastomeric Bearingeach288288000
Enclosed/Concealed Bearingeach4040000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,3681,368000
Coatings
Steel Protective Coatingsq. ft.9,8269,826000