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California Mil s CD 2014 Mid-on ?age 1117 <br />FHWA s INAUTCD 2009 iEdiiion, induding ?e -visions 1 & 2, as amended for use hi California) <br />Table 6t=-101(r^Al_ hAaxirniim C•riarinn of rh-Annati-xinn nmtt;e nc <br />Speed <br />(mph) <br />Maximum Ghannetizing Devices Spacing <br />Taper; <br />(feet) <br />Tangent <br />eet <br />Conflict' <br />(feet) <br />20 <br />20 <br />40 <br />10 <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />60 <br />15 <br />35 <br />35 <br />70 <br />17 <br />40 <br />40 <br />80 <br />20 <br />45 <br />45 <br />90 <br />22 <br />50 <br />50 <br />100 <br />25 <br />55 <br />50 <br />100 <br />25 <br />60 <br />50 <br />100 <br />25 <br />65 <br />50 <br />100 <br />25 <br />70 <br />50' <br />100 <br />25 <br />75 <br />50 <br />100 <br />25 <br />Maximum channeiizing device spacing for all speeds on one-laneho-way tapers is <br />20 feet. <br />Maximum channelizing device spacing for all speeds on downstream tape' ss is 20 <br />feet. <br />All other tapers are as shown. <br />Use on intermediate and short -tern prgects for taper and tangent sedhwhere <br />there are no pavement markings or where there is a conflict between exisiing <br />pavement markings and channelizing devices. <br />Chapter 6F — Temporary T raffic Control Zoire Devices November 7, 2014 <br />Part 6 — Temporary Traffic Control <br />