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Example 10-6 A 2500-ft roadway centerline is established during a pre- liminary survey, as shown in Figure 10-5a. The three tangent sections are to be connected by two simple curves, the first with a radius of 700 ft and the second with a radius of 600 ft. Determine the stations of the PCs and the PTs, the total length of the centerline with curves, and the last station of the final route. Pi2 12 +00IA25 42-25 0+0 Pi, 5+00 25 +00 4,-35 lal Original tangents 700346 2714 97State 24+81.95 PT 3+14.97 Station equation S 1166.98 ft S,346.27 t Pc, PC, TPT, 10+5317 2+79.29 7+06.90 2 600 ib) Tangents and curvers FIGURE 10-5. Restationing along a route centerline.

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