Common use of Design Blocking Criteria Clause in Contracts

Design Blocking Criteria. 5.8.1 Trunk requirements for forecasting and servicing shall be based on the blocking objectives shown in Table 1. 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.

Design Blocking Criteria. 5.8.1 Trunk requirements for forecasting and servicing shall be based on the blocking objectives shown in Table 12 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.twenty

Design Blocking Criteria. 5.8.1 Trunk requirements for forecasting and servicing shall be based on the blocking objectives shown in Table 1. Trunk requirements shall be based upon time consistent average busy season busy hour twenty (20) Day averaged loads applied to industry standard XxxxNeal-Xxxxxxxxx Wilkinson 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.

Design Blocking Criteria. 5.8.1 Trunk requirements for forecasting and servicing shall be based on the blocking objectives shown in Table 12 below. Trunk requirements shall be based upon time consistent average busy season busy hour twenty (20) Day 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.. Type 2D (Operator Services (DA/DACC)) 1%