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California NIUTCD 2014 Uelifio,i Page 1137 <br />(PHWA's 1VTUTCD 2009 Ediifon, including Revisions i & 2, as amended for use in Califomia) <br />Table 6H-4(CA). Taper Length Criteria for Temporary Traffic Control Zones <br />(for 12 feet Offset Width) <br />Speed' <br />S <br />(mph) <br />Minimum Taper Length" <br />for Width of Offset 12 feet (W) <br />Merging <br />L <br />(feet) <br />Shifting <br />U2 <br />(feet) <br />Shoulder <br />U3 <br />(feet <br />Down <br />Stream <br />(feet)"' <br />20 <br />80 <br />40 <br />27 <br />50 <br />25 <br />125 <br />63 <br />42 <br />50 <br />30 <br />180 <br />90 <br />60 <br />50 <br />35 <br />245 <br />123 <br />82 <br />50 <br />40 <br />320 <br />160 <br />107 <br />50 <br />45 <br />540 <br />270 <br />180 <br />50 <br />50 <br />600 <br />300 <br />200 <br />50 <br />55 <br />660 <br />330 <br />220 <br />50 <br />60 <br />720 <br />360 <br />240 <br />50 <br />65 <br />780 <br />390 <br />260 <br />50 <br />70 <br />840 <br />420 <br />280 <br />50 <br />75 <br />900 <br />450 <br />300 <br />50 <br />' - Posted speed limit, off-peak 85'h -percentile speed prior to work starting, or the anticipated operating <br />speed in mph. <br />For other offsets use the following merging taper length formula for L• <br />For speeds of 40 mph or less, L=WS2/60 <br />For speeds of 45 mph or more, L=WS <br />Where: L = taper length in feet <br />W = width of offset in feet <br />S = posted speed limit, off-peak 85th -percentile speed prior to work <br />starting, or the anticipated operating speed in mph <br />"' - Maximum downstream taper length is 100 feet. See Section 60.08. <br />Chapter OH — Typical Applications November 7, 2014 <br />Pari 6 —Temporary Traffic Control <br />