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12" Min, Lap <br />3" + I" <br />Longitudinal Joint or <br />Langit. Steel <br />6°+2" <br />EXPANDED METAL MESH <br />Manufacturer's No. 612-04 <br />12"Min. Lap <br />Longitudinal Joint <br />6"±2° 3°±I" <br />j- -.- <br />Pavement Ede <br />9 <br />from open hearth steel, having a phosphorus <br />Transverse Steel - Gage No.4 =0.2253" D. at 12" CC <br />- <br />I or Pavement Edged <br />I <br />1 <br />steel shall be sufficiently ductile to permit any" <br />strand to be bent through on angle of 180 <br />degrees over one diam. without fracture. <br />Load Transfer}' <br />The diamond shaped mesh shall be fabricated <br />requirements of .the Standard:Specifications for <br />by a cold drawn process which will cut and <br />Welded Steel Wire Fabric for Concrete Reinforce- <br />draw the steel forming uniform dimensioned <br />ment A.A.S.H.O. Designation M55: <br />- Steel inTroasvl <br />Side lop of adjacent sheets approximate 6" <br />shown elsewhere hereon. <br />_ <br />Side lap of adjacent sheets approximate 6' <br />SHIPPING REQUIREMENTS <br />Welded Steel Wire Fabric or Expanded <br />- Pov't. Joint - <br />Pavement Load Transfer <br />\ -� <br />Lane Width Slee) in Tronsv. <br />Pov't Joint <br />• -- <br />Sheer Length <br />Sheet Length <br />� <br />f-� Steel Wire Fabric —- — <br />I <br />Expanded Metal Mesh <br />Transverse <br />E <br />Sheet Width <br />Steel Wire Fabric <br />et Width <br />panded <br />JEx <br />_ _ -- Pavt,Joint <br />_ <br />6, <br />C:C of Outside <br />Longit. Members <br />I <br />Metal <br />Mesh - <br />-- <br />Transverse <br />Pavement <br />Joint <br />Projection Trans. <br />6" ± I/2" <br />- <br />- <br />of Wire <br />approx. I° beyond center <br />-- - <br />— <br />j <br />of longitudinal wire. <br />i <br />- <br />__ <br />Longitudinal Joint or 6"±2" <br />Pavement Edge <br />Longit. Members Tranev. Members <br />End transverse members <br />of adjacent <br />Ends of adjacent sheets shall be <br />6"±2" \ Longitudinal Joint or <br />I <br />Steel Wire Fabric Steel Wire Fabric <br />sheets shall be contiguous <br />and securely <br />securely tied, clipped or otherwise <br />Pavement Edge <br />Projection of Longitudinal Members)VIEW <br />tied, clipped or otherwise <br />fastened together. <br />fastened together, <br />beyond end transverse member <br />PLAN <br />PLAN VIEW <br />approximately 6" <br />app <br />, <br />Pavement Lane Width <br />Welded Steel Wire Fabric Longit. Joint Tie Bars (Optional Placement] d'+2!' Pavement <br />(Optional Placement) �� See Std: Plate "Longit Joints Cone. Pov't." Surface <br />for vertical dimensions. <br />T i ° Ji. D=Clear Depth <br />Pavement ° <br />Thickness <br />Subgrade or Base Edge of <br />Longlt.Joint Pavement <br />CROSS SECTION <br />WELDED STEEL WIRE FABRIC <br />Pavement D.. <br />Thickness <br />8•. <br />2"-4" <br />EXPANDED METAL MESH <br />Manufacturer's No. 612-04 <br />la" <br />2"-5" <br />Pavement <br />Lane Width <br />Pavement Lane Width <br />Longit. Joint Tie Bars (Optional Placement) <br />g"±2" Pavement Surface 6+2 See Std.Plate"Longit. Joints Cone.Pav'1." <br />I /for vertical dimensions. <br />Pavement o ? <br />Thickness` Expanded'' a a <br />Metal Mesh", Eq <br />R ,. <br />Ede of o Subgrade r i Longit. Joint <br />Edge or: Base <br />Pavement <br />CROSS SECTION <br />EXPANDED METAL MESH <br />GENERAL NOTES - <br />Details of Construction and Materials not shown hereon <br />shall conform to the pertinent requirements of the Standard <br />Specifications and the applicable Special Provisions. <br />CONCRETE PAVEMENT <br />REINFORCEMENT <br />STAT£ H/GHW.4r COMMISSION OF WISCONSIN <br />RECOMMENDED FOR APPROVAL: <br />DATE r aCHIEF DESIGN ENGINEER <br />I <br />• APPROVED: <br />D E I NATE HIGHWAY ENGINEER <br />PLATE NQ 2-1.1.12 <br />) <br />P <br />WELDED STEEL WIRE FABRIC <br />EXPANDED METAL MESH <br />Manufacturer's No. 612-04 <br />Weight per 100 Sq. Ft.= 76.0 lbs: min. <br />Approx. Weight per too Sq. Ff .= 69.0 lbs. <br />Expanded Metal Mesh shalt be manufactured <br />Longitudinal Steel -Gage No.Oi- 0.3065" D. at 6" C:C <br />from open hearth steel, having a phosphorus <br />Transverse Steel - Gage No.4 =0.2253" D. at 12" CC <br />content of not more than 0.05 percent, and a <br />yield point of not less than 55,000 p.s.t. The ' <br />steel shall be sufficiently ductile to permit any" <br />strand to be bent through on angle of 180 <br />degrees over one diam. without fracture. <br />Welded Steel Wire Fabric shollicbnform to the <br />The diamond shaped mesh shall be fabricated <br />requirements of .the Standard:Specifications for <br />by a cold drawn process which will cut and <br />Welded Steel Wire Fabric for Concrete Reinforce- <br />draw the steel forming uniform dimensioned <br />ment A.A.S.H.O. Designation M55: <br />strands conforming :o shape and weight as <br />Side lop of adjacent sheets approximate 6" <br />shown elsewhere hereon. <br />Side lap of adjacent sheets approximate 6' <br />SHIPPING REQUIREMENTS <br />Welded Steel Wire Fabric or Expanded <br />Metal Mesh Concrete Pavement <br />Reinforcement shall be shipped to the job site in flat sheets. <br />Pavement <br />Lane Width <br />Pavement Lane Width <br />Longit. Joint Tie Bars (Optional Placement) <br />g"±2" Pavement Surface 6+2 See Std.Plate"Longit. Joints Cone.Pav'1." <br />I /for vertical dimensions. <br />Pavement o ? <br />Thickness` Expanded'' a a <br />Metal Mesh", Eq <br />R ,. <br />Ede of o Subgrade r i Longit. Joint <br />Edge or: Base <br />Pavement <br />CROSS SECTION <br />EXPANDED METAL MESH <br />GENERAL NOTES - <br />Details of Construction and Materials not shown hereon <br />shall conform to the pertinent requirements of the Standard <br />Specifications and the applicable Special Provisions. <br />CONCRETE PAVEMENT <br />REINFORCEMENT <br />STAT£ H/GHW.4r COMMISSION OF WISCONSIN <br />RECOMMENDED FOR APPROVAL: <br />DATE r aCHIEF DESIGN ENGINEER <br />I <br />• APPROVED: <br />D E I NATE HIGHWAY ENGINEER <br />PLATE NQ 2-1.1.12 <br />