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Sub-problem 3a: Weaving Analysis

Let’s look at our second idea, the addition of a lane. Just upstream on I-787 northbound there is a two lane off-ramp, which effectively acts as a lane drop. Here we’ll examine the idea of maintaining that third lane through the weaving segment. The analysis results are presented in Table 6.

Table 6. Effects of a Lane Addition at Location E
# of Lanes Ww Wnw Sw mph Snw mph S mph Density pcpmpl LOS Operation of Type
3 4.61 0.88 23.02 38.97 27.87 44.99 F Constrained
4 3.49 0.6 25.02 43.06 30.45 30.89 D Constrained

The impacts of the lane addition are significant. At the margin the LOS improves from F to D. The lane addition may also increase the free flow speed on the freeway (at location E) that would further improve the LOS to C.  

The weave at location E has shown the importance of considering multiple time periods, the effects of the free flow speed and peak hour factors, and the importance of geometric design in a weaving segment.

Weaving Segment D. The weaving movements at location D are far more complex. There is an upstream merge on the on-ramp and a lane drop in the middle of the weaving section. This weaving segment will be thoroughly examined in Sub-problem 2c.

Weaving Segment M. The weaving movements at Location M are also not traditional. The location a collector/distributor road located southerly of Route 7. There is single through lane with an additional lane between the I-787SB/Rte7EB on-ramp and the Rte7EB/I-787NB off-ramp. This section will be discussed in detail in sub-problem 2d.

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