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. 5.4.1 Forecasting trunk projections and servicing trunk requirements for Interconnection Trunks 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 X.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. 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%
6.4.2 When Trunks exceed measured blocking thresholds on an average time consistent busy hour for a twenty (20) business day study period, the Parties shall cooperate to increase the Trunks to the blocking criteria indicated in Table 1 above, in a timely manner. The Parties agree that twenty (20) Business Days is the study period duration objective.
6.4.3 If an Interconnection Trunk Group is under sixty-five percent (65%) of CCS capacity, on a monthly average basis for AT&T-13STATE, or under eighty percent (80%) for AT&T SOUTHEAST REGION 9-STATE, for each month of any three (3) consecutive months, either Party may request the issuance of an order to resize the Interconnection Trunk Group, which shall be left with not less than twenty-five percent (25%) excess capacity for AT&T-13STATE, or not less than fifteen percent (15%) forAT&T SOUTHEAST REGION 9- STATE. Inall cases, grade of service objectives shall be maintained.
6.4.4 Each Party shall provide the other with a specific person to contact for planning, forecasting and Trunk servicing purposes.
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).
2.1.9.2 The engineered blocking objective for common transport Trunk Groups (CTTG) from SBC-13STATE End Office Switches to the access Tandem switch is one-half of one percent (0.5%). The engineered blocking objective for alternate final (AF) Trunk Groups from SBC-13STATE End Office Switches to the local Tandem switch is one percent (1%). The engineered blocking objective for direct Trunk Groups from SBC-13STATE End Office Switches to Carrier's MSC is one percent (1%) for direct final (DF) Trunk Groups and economic centum call seconds for primary high usage groups. The engineered blocking objective for the Trunk Group from the SBC-13STATE Tandem switch to the Carrier’s MSC is one percent (1%).
2.1.9.3 When Trunks exceed measured blocking thresholds on an average time consistent busy hour for a twenty (20) Business Day study period, the Parties shall cooperate to increase the Trunks to the foregoing blocking criteria in a timely manner. The Parties agree that twenty (20) Business Days is the study period duration objective.
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)
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. 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
Design Blocking Criteria. 4.6.3.1 Trunk requirements for forecasting and servicing shall be based on accepted industry/national guidelines for transmission standards and traffic blocking criteria. Forecasting Trunk projections and servicing Trunk requirements for Interconnection Trunk Groups 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. The average grade-of-service for Interconnection final Trunk Groups shall be the industry standard of one (1%) blocking.
4.6.3.2 When Trunks exceed measured blocking thresholds on an average time consistent busy hour for a twenty (20) Business Day study period, the Parties shall cooperate to increase the Trunks to the above blocking criteria in a timely manner. The Parties agree that
