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12Min Lop <br />r•- 3. y I„ __ ^Long,t Steel <br />Longitudinal Joint or 6"+ 2' <br />Pavement Edge I <br />Load Transfer <br />Steel in Trans- <br />Pcvement erse Pavemen_-T� <br />Lane Width Joint+� <br />--- -- Street Length <br />-Steel Wire Fabnc <br />Sheet W,afn <br />Steel Wire Patric <br />C:C of Outside <br />1 o-Longlt. Members <br />----r- 'm12 <br />Transverse - <br />Pavement ' <br />Joint, <br />-- - - �— Protection of Trans. Wire <br />-- '�—� -- - -- ---7 �opprox. I" beyond center <br />p- --- of longitudinal .,re. <br />c -,a. t�a:r 3i Jo n o <br />peve—. Edo, <br />Projecton ofLongtLd. nal Members <br />beyond end trcnsverse member <br />approximately 6, <br />E 12" Longlt Membe•s Trots, Members End transverse members of adjacent <br />5!eei Wire Fobric Steel Wire Fobric sheets shall be contiguous and securely <br />tied, clipped or dtnerwise fastened together <br />PLAN VIEW <br />CROSS SECTION <br />WELDED STEEL WIRE FABRIC <br />WELDED STEEL WIRE FABRIC <br />EXPANDED METAL MESH <br />Pcvemert Lane Width <br />Weight per 100 Sq. Ft. = 76.0 IDs. min <br />Welded Stee; Wire Fabric <br />Longe! Joint <br />" Bers(Optiionol Placement) <br />6 2 Pcvement <br />C•-, oral P:ccement) --- <br />. See Std. F+ <br />,,e <br />'. <br />. <br />Lang:;. Jo tris Canc. Pav't" <br />"Surface <br />for vert,cc� <br />d --s . <br />strand to be bent through on angle of 160 <br />T <br />degrees over one dramwithout fracture. <br />Welded Steel Wire Fabric shall conform to the <br />t <br />T _ <br />- - <br />Welded Steel Wire fabric for Concrete Reinforce- <br />draw the steel forming uniform dimensioned <br />C <br />strands conforming to shope and weight as <br />Side lop of adjocent sheets approximate 6" <br />shown elsewhere hereon. <br />Mesh'. <br />Side lap of adjacent sheets approximate 6° <br />SHIPPING REQUIREMENTS <br />Welded Steel Wire Fabric or Expanded Metal Mesh Concrete Pavement ' <br />Reinforcement shall be shipped to the job site in flat sheets. <br /><� <br />v <br />Subgrade< <br />�Longit Joint <br />Edge of <br />Subgrade or Bose <' <br />or Bose <br />Pavement <br />Longi!. Joint <br />CROSS SECTION <br />WELDED STEEL WIRE FABRIC <br />WELDED STEEL WIRE FABRIC <br />EXPANDED METAL MESH <br />Monufacturers No 612-04 <br />Weight per 100 Sq. Ft. = 76.0 IDs. min <br />ADprox Weight per 100 Sq. Ft. = 69.0 IDs. <br />Expanded Metol Mesh sholl be manufactured <br />Longitudinal Steel- Gage No. O= 0.301 at 6"GC <br />from open hearth steel,having a phosphorus <br />Transverse Steel-Goge No 4= 0.2253" D. at i2"C:C. <br />content of not more than 0.05 percent, and o <br />' 2 -- <br />yield point of not less than 55,000 p.s, The <br />steel shall be sufficiently ductile to permit any <br />, <br />strand to be bent through on angle of 160 <br />degrees over one dramwithout fracture. <br />Welded Steel Wire Fabric shall conform to the <br />The diamond shaped mesh shall be fobricoted <br />requirements of the Standard Specifications for <br />by a cold drown process which will cut and <br />Welded Steel Wire fabric for Concrete Reinforce- <br />draw the steel forming uniform dimensioned <br />ment AA -SHO Designation M55 <br />strands conforming to shope and weight as <br />Side lop of adjocent sheets approximate 6" <br />shown elsewhere hereon. <br />Mesh'. <br />Side lap of adjacent sheets approximate 6° <br />SHIPPING REQUIREMENTS <br />Welded Steel Wire Fabric or Expanded Metal Mesh Concrete Pavement ' <br />Reinforcement shall be shipped to the job site in flat sheets. <br />T <br />12" Min. Lap <br />Longltudincl Joint <br />or Pavement Edged <br />Load Transfer <br />Steel in Trans, <br />Pov't. Joint 71 <br />- _ aneet unnpm <br />� Expantled Metal Mesh <br />I Transverse <br />Sheet Width � <br />Longii. Joins Tie Bars (Optional Placement) <br />Expanded <br />Metal' <br />`_ Mesh <br />See Sfd. Plate Longlt. Joints ConC. Pov i <br />6"_ 1/2" <br />t � <br />Ends of adjacent sheets shall be 61 2' Longitudinal Joint or <br />\securely tied, clipped or otherwise Pove Tent Edge <br />fastened together <br />PLAN VIEW <br />pave mens <br />Lane Width <br />GENERAL NOTES - <br />Details of Construction and Materials not shown hereon <br />Shall conform to the pertinent requirements of the Standard <br />Sidi cations and the applicable Speciol Conditions. <br />Pavement Lane Width <br />Longii. Joins Tie Bars (Optional Placement) <br />See Sfd. Plate Longlt. Joints ConC. Pov i <br />—6" i2°-- <br />Pavement Surface----" <br />�-_�6 <br />' 2 -- <br />for vertical dimensions <br />, <br />L�-. <br />D = 2" to 3" far T = 6"Pavement <br />D =2 1/2 <br />Expantled <br />031/2 for T=9' ThicknessMetal <br />Mesh'. <br />D =3"to4"for T=10" <br /><� <br />Edge of <br />Subgrade< <br />�Longit Joint <br />Pavement <br />or Bose <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 />Sidi cations and the applicable Speciol Conditions. <br />