Design Blocking Criteria. 6.4.1 Trunk requirements, for both forecasting and servicing purposes shall be based on the blocking objectives shown in Table 1 below. Trunk requirements shall be based upon time consistent average busy season, busy hour, twenty (20) Day averaged loads, applied to industry standard Xxxx-Xxxxxxxxx Trunk Group Capacity algorithms (use Medium day-to-day Variation and 1.0 Peakedness factor, until actual traffic data is available) for all final Trunk Groups. Table 1 Trunk Group Type Design Blocking Objective Type 2A 1% Type 2B (Final) 1% Type 1 1%
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Samples: T Wholesale Agreement, psc.ky.gov, Wholesale Agreement