Answer Happy

hey, just letting you know this is a roubdabout scenario.
2 of 8 Table 1 - Existing turning movement counts Approach Movement Turning counts Bayview Ave. Lettum 30 Right turn 15 Clayton Road N Left tum 10 Through 50 Clayton Roads Through 60 Right turn 15 The existing intersection configuration is illustrated in Figure 2 which shows each approach has one lane, in which two movements from the same approach share the lanc 1 u Figure 2 - existing intersection configuration
www. www.fo mm You can assume that if the intersection were to be reconfigured as a roundabout, the existing lane discipline would be maintained. There are no separate lanes, left turning traffic must give way to all circulating traffic in front of the intersection approach. Design values for critical gap and follow up headway for all roundabout approaches are 4 seconds and 3 seconds respectively. Include a large, clear diagram of the intersection operating in this configuration. You should show all of your calculations, neatly presented in Tables and Figures that are referenced in the text of your report