Common use of Design Blocking Criteria Clause in Contracts

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 ▇▇▇▇-▇▇▇▇▇▇▇▇▇ 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. Trunk Group Type Design Blocking Objective Type 2A 1% Type 2B (Final) 1% Type 1 1% 6.4.2 When Trunks exceed measured blocking thresholds on an average time consistent busy hour for a twenty