Design Blocking Criteria Sample Clauses

Design Blocking Criteria. 3.5.9 Trunk requirements for forecasting and servicing shall be based on the blocking objectives shown in Table 2 below. Trunk requirements shall be based upon time consistent average busy season busy hour twenty
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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%
Design Blocking Criteria. 2.1.9.1 Forecasting Trunk projections and servicing Trunk requirements for Interconnection Trunk Groups shall be based on the average time- consistent busy hour load of the busy season, determined from the highest twenty (20) consecutive average Business Days. The average grade-of-service for Interconnection final Trunk Groups shall be the industry standard of one percent (1%) blocking, within the time-consistent twenty day average busy hour of the busy season. Trunk projections and requirements shall be determined by using the industry standard Xxxx Xxxxxxxxx B.01M Trunk Group capacity algorithms for grade-of-service Trunk Groups. (Prior to obtaining actual traffic data measurements, a medium day-to-day variation and 1.0 peakedness factor shall be used to determine projections and requirements).
Design Blocking Criteria. Forecasting trunk projections and servicing trunk requirements for Interconnection trunk groups shall be based on the average time consistent busy hour load of the busy season, determined from the highest twenty (20)

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