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Pavement Surface Min, Joint Sea; <br />� -I� <br />_ Iz �'mv cut - <br />° iroave <br />R*.err3ent Ti 1/2" 0 Transverse , f <br />Thickness rmed Steel rTie <br />Barsa ° <br />� � I <br />cdF 1/4"0 Longitudinal Member <br />a Spacer Bar - - <br />Securely wire -tied or <br />a wa- Je to transverse <br />° tie bars. Spacer bars T=8", T,= 2%2" to 4' <br />- may be placed on top' T=9", T -S to 4>Z' <br />or bottom of tie bars. 1to 5 <br />I <br />SAWED JOINT <br />ELEVATION, Showing Tie Bars <br />and Positioning Details <br />Po+ernent S,rface <br />CONSTRUCT?ON JOINT <br />ELEVATION, Showing Tie Bars <br />and Positioning Details <br />24" <br />12" 12" <br />Y <br />s <br />1 <br />V' <br />I <br />, <br />�l I <br />c - 1/4" Radius <br />o <br />l <br />. Sawed <br />O w y /Constructan <br />, <br />j° <br />Pavement <br />T - <br />° > Position of Tie Bar <br />� <br />I <br />Thickness <br />Y <br />` <br />during first pour ,. <br />511 <br />- <br />%of Con Crate pavement <br />.Transverse <br />' <br />1 <br />Oefermed Steel <br />/ <br />'Final <br />= <br />Tie Bars. <br />Position <br />of re Bar > <br />1 <br />T- - ------------- <br />12 <br />12* <br />Construction <br />.. <br />Joint <br />t <br />a <br />p. <br />First Pour <br />r <br />Second Pour <br />r.�y' <br />L%��L'✓��sF`..�.h'.�C. <br />^G,`.V�;Tc,^,�vr';.RVR�BJY/ <br />9. <br />�^ci!99. ..�dv„Tr. <br />CONSTRUCT?ON JOINT <br />ELEVATION, Showing Tie Bars <br />and Positioning Details <br />24" <br />12" 12" <br />Transverse <br />Tie Bc <br />7 r\ 4 <br />A d <br />End of Pavement <br />PLAN VIEW, Showing Tie Bars <br />and Location Details <br />GENERAL NOTES <br />Details of Construction not shown an this drawing shall <br />conform to the pertinent requirements of the Standand Specifications <br />and the applicable Speciql Provisions <br />ALTERNATE DESIGNS <br />— <br />Aitismcte designs of Bolt Type joint instollatkis maybe <br />used upon written approval of the Engineer. <br />SEALING JOINTS - <br />Sawed joints only shall be sealed. <br />-)FTIE BARS- <br />Tie <br />ARS-Tie bars shall be installed as shown (assembled ladder <br />type pattern), or the longifud!nal member spacer bar may be <br />omitted it the transverse he oars can be accurately placed and <br />firmly hard during the placing and seting of concrete by d.v,cgs <br />ormethods approved by the engineer, or if mechonicci means P,'placing the tie bars in the plastic concrete are approved dy <br />the engineer, <br />Devices may be omitted on the longitudinal construction <br />joint type when in the opinion of the engineer the tie bars will <br />be retained in their proper designated position. <br />LONGITUDINAL JOINTS <br />CONCRETE PAVEMENT <br />STAT£ HAZYWAY CowmisS/ON OFW/SCONS/N <br />RECOMMENDED FOR APPROVAL; <br />DATE ENGI ER OP DESIGN <br />u <br />APPROVED: <br />DAT STATE HIGHWAY ENGINEF! <br />PLATE NO. 4-4.4.7 / <br />Y <br />s <br />1 <br />V' <br />I <br />, <br />�l I <br />cil o Longitudirq <br />G <br />/ - Longitudinal Member <br />l <br />. Sawed <br />O w y /Constructan <br />_ <br />or r or Spacer Bar <br />I <br />j MI f Joint <br />I <br />Y <br />` <br />tl 2 <br />511 <br />I 1 _ <br />N •- ��-��_~� <br />5ZI <br />f .Transverse ::ontraction <br />•�_��jf��s_'� --� air Exponsi^n Joint <br />Transverse <br />Tie Bc <br />7 r\ 4 <br />A d <br />End of Pavement <br />PLAN VIEW, Showing Tie Bars <br />and Location Details <br />GENERAL NOTES <br />Details of Construction not shown an this drawing shall <br />conform to the pertinent requirements of the Standand Specifications <br />and the applicable Speciql Provisions <br />ALTERNATE DESIGNS <br />— <br />Aitismcte designs of Bolt Type joint instollatkis maybe <br />used upon written approval of the Engineer. <br />SEALING JOINTS - <br />Sawed joints only shall be sealed. <br />-)FTIE BARS- <br />Tie <br />ARS-Tie bars shall be installed as shown (assembled ladder <br />type pattern), or the longifud!nal member spacer bar may be <br />omitted it the transverse he oars can be accurately placed and <br />firmly hard during the placing and seting of concrete by d.v,cgs <br />ormethods approved by the engineer, or if mechonicci means P,'placing the tie bars in the plastic concrete are approved dy <br />the engineer, <br />Devices may be omitted on the longitudinal construction <br />joint type when in the opinion of the engineer the tie bars will <br />be retained in their proper designated position. <br />LONGITUDINAL JOINTS <br />CONCRETE PAVEMENT <br />STAT£ HAZYWAY CowmisS/ON OFW/SCONS/N <br />RECOMMENDED FOR APPROVAL; <br />DATE ENGI ER OP DESIGN <br />u <br />APPROVED: <br />DAT STATE HIGHWAY ENGINEF! <br />PLATE NO. 4-4.4.7 / <br />