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California 1GTCD 2014 Rdttlml <br />(OHWA's MnTCD 2909 $di[lon, lnclud[ngRevlslons 1 &2, as amended fortnse In Caiifomia) <br />Vaulu bro lu I tGAY. <br />Ivid)[IMUM apacirffq <br />GOGO b I fanneiRtlig <br />Devices <br />Speed <br />�mpy) <br />Maximum ehannetizing Devices Splicing <br />_ <br />Taper" Tangent <br />feet (feet) <br />Confel <br />feet <br />20 <br />20 40 <br />10 <br />25 ' <br />25 50 <br />_ 12 <br />30 <br />30 60 <br />15 <br />�$5 <br />35 ' 70 <br />77 <br />40 <br />_ <br />40 60 <br />20' <br />45 <br />45 90 <br />22 <br />50 <br />.50 100 125 <br />55 <br />50 100 <br />25 <br />60 <br />50 100 <br />25 <br />05 <br />050 100 <br />25 <br />70 <br />50 •100. <br />25 <br />75 <br />" 50 100 <br />.25 <br />Page 1117 <br />OJT <br />*Maximum channelizing device spacing for all speeds on ane-laneftwo-way tapers Is I <br />20 feet, <br />Maximum channelizing devlcespacing for all speeds on downstream tapers is 20 <br />All othertapprsare asshowp. p <br />=' Use on Intermediate and short-term projects for taper and tangent sections where <br />there are no pavementmarkings or where there is a conflict between existing <br />pavementmt[rkings and channelizing devices, <br />�I <br />Vier 9B—TemporaryTraff a Control Zene Devices Nsvemfier 7, 2014 . <br />3 _ Tempofaq 1hific Control <br />