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CaliforniaMUTCD 2014RdIdon Page 1117 <br />(FHWA'sMUTCD 2009 Hdltion, includingRevtstons l U, as amended fosse In Cafifomla) <br />3abls 6�<101(CA). <br />Mall MUm Snachlq <br />00 Ghannelizfn Vevices <br />speed <br />(4h) <br />_ <br />•20 <br />Maximum C'hannelizing Devices Splicing <br />Tapee" Tangent Conffler, <br />(feet) (feet (feet) — <br />20 40 10 <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />_ <br />60 <br />15 <br />35 ^ <br />35 ' <br />10 <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 />25 <br />ANal100 <br />100 <br />25 <br />•100. <br />25. <br />100 <br />25 <br />`Maximum channelfzing devico spacing for all speeds on one4ane1two-way tapers is <br />20 feet. <br />Maximum channelizing device spacing for all speeds on downstroam tapers is 20 <br />feet p <br />All othertapgrs are as showtl. <br />"Use on intermediate and short-term projects kr taper and tangent sections where <br />there are no pavement markings Or where there is a conflict hetween existing • p '. <br />pavementmarkings and channefizing devices, II <br />oPerGF—TempornryTrafflcConrmlZonel7evices Novem5er7,2G14. �i <br />i—TemporaryTrafflcControl I�r� <br />