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b <br /> • STOPPING SIGHT <br /> ONE LANE TY DISTANCE FOR <br /> BRIDGE YIELD CONTROL <br /> POSTED La or Lb <br /> SPEED (ft) <br /> Lb' (mph) <br /> S(atir Cainivvve= c-btcf. 411 : d, Lb 15 70 <br /> • 20 90 <br /> rpleN`' 614+11- 1014frANC# r 25 115 <br /> '1 i 0.-P Go-JP pry) . 30 142 <br /> ASS0401 : Sppp U�rr , 25 bur 0 35 171 <br /> I 40 203 <br /> LA t Lb ((5 BL 45 236 <br /> d. z (%5� + 15L. + I,Is 50 271 <br /> I <br /> co t V I/ f °f X44.11- 55 307 <br /> (NPrI7 <br /> AASHTO "Green Book" pg. 658 & 670. <br /> rFc*^ I .i,4T rb Assume reduction to 60% of midblock speed. <br /> (/ - (lig.° NI...yr- <br /> YIELD <br /> ccv VVV Q <br /> ITO <br /> ONC <br /> OMING <br /> TRAFFIC <br /> La <br /> a <br /> • <br /> Sint-t Pirr ctrr Z d1 • 4 <br /> V <br /> t ;. 1 S <br /> Li: : 1.41-] (.'5.011p)(1) <br /> ONE LANE <br /> r. 330.15 / BRIDGE <br /> 1.x : L b' -1- 13L <br /> OrrAt4 I <br /> c.,,,,v„:,„,,,, <br /> BRIDGE SIGNS AND STRIPING STANDARD <br /> 4\:-.1 0• COUNTY OF HAWAII TR-03 <br /> DETAILS <br /> 5;.:;i;,; APPROVED: DATE: 7/18/08 <br /> or x� TDAmr nnncinni Cr AI F- 1"-dfl' <br />