Sub-problem 3b: Shenendehowa Campus PM peak - With Conditions

The volumes that will be used to analyze the 2004 PM With and PM Without conditions are shown in Exhibit 2-34. There is a small estimated growth on the eastbound through movement, and the westbound through movement and the rest of the movement volumes are unaffected by the site development. For the input datasets click here. 
 

Exhibit 2-34. Shenendehowa Campus Forecasted 2004 PM peak hour volumes
Condition	Eastbound				Westbound				Northbound				Southbound				Intersection Total
	L	T	R	Tot	L	T	R	Tot	L	T	R	Tot	L	T	R	Tot
2004 PM Without	0	801	78	879	117	859	2	978	129	2	224	355	9	0	3	12	2,224
2004 PM With	0	869	78	947	117	927	2	1,046	129	2	224	355	9	0	3	12	2,360
2004 PM With +30%	0	890	78	968	117	948	2	1,067	129	2	224	355	9	0	3	12	2,402

Exhibit 2-35 shows what we find from analyzing each of these three conditions. Comparing the with and without conditions, the changes in overall delay are quite small. To check the robustness of this comment (i.e., the sensitivity to uncertainty in the site development volumes), we looked at an additional with condition with 30% more site-generated traffic. The delays still have not changed much. This tells us that this intersection is not significantly affected by the site development at Maxwell Drive. 

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