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Calif riala MUTCD 2010didon <br />( HWA'sMUTCD 2009 Hdiiion, IncludingRevisions 1 & 2, as amended fox use In Cal fomia) <br />Table Maldtnutn SDacina of Channelizina Devices <br />Speed <br />(mph) <br />Maximum Channaltzing Devices Splicing <br />Taper" <br />feet) <br />Tangent <br />feet <br />Coniiic& <br />(fact) <br />.20' <br />20 _ <br />40 <br />10 <br />25 <br />25 <br />50 <br />12 <br />30 <br />30 <br />60 <br />16 <br />35 <br />35 <br />70 <br />17 <br />40 <br />40 <br />00 <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 />_ <br />25 <br />06 <br />50 <br />100 <br />25 <br />70 <br />50 <br />•10o : <br />25 <br />76 <br />50 <br />100 <br />-25 <br />° Maximum channellAng device spacing for all speeds on one-laneltwo-way tapers is <br />20 feet, <br />Maximum channolUing device spacing for all speeds on downstream tapers is 20 " <br />feet. <br />All othertapers areas shown. <br />=` Use on inlermediate and short-term projects fortaper and taligent sections where <br />Page 1117 <br />there are no pavement marking5 or where there Is a conlifa between existing , <br />pavement markings and channelizing devices, <br />I� <br />aterOF•-TempomryTraffleconuoizaneDevices N0vem5er7,2a14. �( <br />3—Temporacy'hafflc control}jf <br />I <br />