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Cubt0zuiaMDTCD20l2Edition <br /> Page 1136 <br /> (FHY0A'uMDTCD2mBEdition,asamended for use inCalifornia) <br /> � <br /> 'Table. gtm <br /> 60 <br /> 4t Mph or pw6 L WS <br /> 'Whem`L <br /> W Width 91 off�W In fgat <br /> a � <br /> Table .Taper Length Criteria for Temporary Traffic Control Zones <br /> (for 13feet Offset Width) <br /> Minimum Taper Length" <br /> Speed* for Width of Offset 12 feet(W) <br /> S Merging Shifting Shoulder Down <br /> (mph) L U2 L/3 Stream <br /> (feet) (feet) T (feet) (feet)*** <br /> 20 80 40 27 50 <br /> 25 125 63 42 50 <br /> 30 180 90 60 50 <br /> 35 <br /> 245 123 82 50 <br /> 40 320 160. 107 50 <br /> 45 540 270 180 50 <br /> 50 600 300 200 50 <br /> 55 660 330 220 50 <br /> 60 720 360 240 50 <br /> 65 780 390 260 50 <br /> 70 840 420 280 50 <br /> . <br /> Posted speed limit,off-peak 000eU prior 0rwork starting,or the anticipated <br /> operating <br /> speed moh <br /> � <br /> For other offsets use the following mergingtaner length formula for L: <br /> For speeds of4Omph orless,L=VV890O <br /> For speeds Of45mph o[more,L=VVG <br /> Where: L=taper lenoth in feet <br /> W=width of offset infeet <br /> 8=posted speed limit,off-peak 85m'penoonU|ospeed prior hnwork <br /> starting,nrthe anticipated operating speed inmph <br /> �°-Maximum downstream taper length is |O0feet.See Section UC.O8. <br /> Chapter 6H Typical January l3,2O12 <br /> Part 6—Temporary Traffic Control <br /> Temporary Traffic Control(Parts 1 &G)Page iO4uf32O <br />