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---~===,,-c._._ <br />California MUTCD 2014 Edition <br />(FHWA's MUTCD 2009 Edition,including Revisions I &2,as amended for use in California)Page 1117 <br />r'D .lChsTbi61'101(CA)IVl .a a .mumum ::loacli1g o.anne IZInC!.eVlces <br />Speed Maximum Channelizing Devices Spacing <br />(mph)Taper'Tangent Conflict'(feet)(feet)(feet) <br />20 20 40 E25255012 <br />.30 30 60 15 <br />35 35 70 17 <br />40 40 80 20 <br />45 45 90 22 <br />50 50 100 25 <br />55 50 100 25 <br />60 50 100 25 <br />65 50 100 25 <br />70 50 100 25 <br />75 50 100 25 <br />•Maximum channelizing device spacing for all speeds on one-Iane/two-way tapers is20feet. <br />Maximum channelizing device spacing for all speeds on downstream tapers is 20feet. <br />All other tapers are as shown. <br />••Use on intermediate and short-term projects for taper and tangent sections where <br />there are no pavement markings or where there is a connict between existing <br />pavement markings and channelizing devices. <br />Chapter 6F -Temporary Traffic Control Zone Devices <br />Part 6 -Temporary Traffic Control November 7,2014 <br />il <br />IJ <br />JJ <br />n <br />D <br />o <br />m