Stem Time Allocation (#68, Winter 2005)

Stem is the component of driving time between the freight terminal and the area served.  Individual P&D runs set up in the Cost Information System contain average trip weight (or stop time) used to allocate the stem portion of driving time to a specific stop.  CIS contains a routine to adjust the P&D trip data to reflect the impact of the shipment stop being costed.  This feature, the Dynamic P&D Stem Allocation, recalculates the run data by replacing one of the average stops with the shipment stop; thus adjusting the run to better reflect the dynamic nature of P&D trips.

Shipments having a stop weight which is below the P&D run average will receive a greater share of driving cost; because the trip weight will be adjusted down to reflect the impact of the smaller stop.  Shipments with a greater than average stop weight will absorb less driving cost, because the trip weight will be increased to reflect the impact of the large stop.  Systems allocating stem minutes on a stop time basis will have a similar adjustment: the trip stop time will be adjusted up or down to reflect the impact of the shipment stop being costed.

Three examples based on weight allocation are as follows:

P&D run data:

                         Stem Minutes                                           120

                         Trip Weight                                          18000

                         Number of Stops                                        10

 

Example Shipments

A

B

C

Stop Weight

400

1800

4000

Static Allocation:

  Stop Weight / Trip Weight

  Stem Minutes Allocution

 

0.022

2.7

 

0.100

12

 

0.222

26.7

CIS Dynamic Allocation:

  Average Wt  per Stop

  x Remaining 9 Stops

  + This Stop

  New Trip Weight

  Stop Weight / New Trip Weight

  Stem Minutes Allocation

 

1800

16200

400

16600

0.024

2.9

 

1800

16200

1800

18000

0.100

12

 

1800

16200

4000

20200

0.198

23.8

When calculated, the new trip weight cannot exceed the company average load x 2.

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