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recall

Jr Member
  • Content Count

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About recall

  • Rank
    Intern
  • Birthday 05/23/1977

Previous Fields

  • Engineering Field
    transportation
  • Discipline
    Civil

Profile Information

  • Gender
    Male
  • Location
    Dallas,TX
  1. Would you like to give me an idea how to figure out the Through Vehicle Equivalents for Left Turning Vehicles, E LT? I don't know how to get the volume number, for example, EB volume 35 to Equivalent Table 4.0? An example is as follows: Computation of Through Vehicle Equivalent Volumes for Signal Timing Approach Movement Volume Equivalent tables Volume EB L 35 4 140 T 610 1 610 R 70 1.32 92 WB L 25 5.15 129 T 500 1 500 R 50 1.32 66 EB L 220 1.05 231 T 700 1 700 R 185 1.32 244 EB L 250 1.05 263 T 800 1 800 R 175 1.32 231 Reference Table Opposing Flow Vo (veh/h) Number of Opposing Lanes No 1 2 3 0 1.1 1.1 1.1 200 2.5 2 1.8 400 5 3 2.5 600 10 5 4 800 13 8 6 1000 15 13 10 1200 15 15 15 E LT for all protected left turns = 1.05 Through Vehicles Equivalent for Right Turning Vehicles, E RT Ped Volume In Conflicting Crosswalk (peds/h) Equivalent None 1.18 Low (50) 1.21 Moderate (200) 1.32 High (400) 1.52 Extreme (800) 2.14
  2. Civil/Transportation in depth Books to sale: 1) MUTCD-10 ($ 80.00) 2) Traffic Engineering Handbook, 6th Edition ( $90.00) 3) A Policy on Geometric Design of Highways and Streets, 5th Edition ($ 100) 4) Highway Capacity Manual 2000 US Customary Units ($90.00) All books are "NEW and Unopened". Priority is sold to people living in Dallas, TX. Thanks! Email: chiufoong@att.net
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