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California MUTCD 2014 Edition page 1117 <br />(FHWA's MUTCD 2009 Edition, including Revisions 1& 2, as amended for use in California) <br />TAfa &F_nnitrAl DhAnawn Snw*m of ChanoP AFM Devices <br />— <br />Speed .. _ <br />Imdmue LYretxrdkhV Devices Spa ft <br />Tim* ...:. <br />_ . Tat ...641kr.: <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 channerving device spacing for all speeds on one-lanehwo-way tapers is <br />20 feet. <br />Maximum channe8vng device spacing for all speeds on downstream tapers is 20 <br />feet. <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 conflict between existing <br />pavement markings and channell2ing devices. <br />p <br />— Temporary Traffic Control Zone Devices November 7, 2014 <br />loraryTraffic Control <br />