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Fig. 1. Work element determination in the TimberLink system.

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Fig. 2. Two ways to derive the total time per forwarded load; keeping PM (productive machine) time and other time separated (thicker contiguous flow line), or pooling PM and total time for each of four work elements (thinner flow line marked with dots).

Table 1. Forwarding time consumption (minutes/load). Total time consumption consists of productive machine (PM) time and other time. Means and medians are respectively followed by standard deviations (SD) and median absolute deviations (MAD) in brackets. In addition, 5th, 25th, 75th and 95th percentiles are given to provide general indications of the distribution of observations for each work element. The unit of observation is one load and unit of analysis is a minute per load. The number of observations varied from 8555 to 8868.
  Percentiles
Work element Mean, SD Median, MAD 5th 25th 75th 95th
Total driving empty time 7.0 (7.7) 5.2 [3.2] 0.3 2.5 9.1 19.1
Driving empty PM time 4.3 (3.6) 3.5 [2.1] 0.2 1.7 5.9 11.1
Driving empty other time 2.3 (5.8) 0.5 [0.5] 0.0 0.1 2.3 9.3
Total loading time 22.9 (16.0) 19.9 [6.6] 8.5 13.9 27.6 45.5
Loading PM time 21.0 (11.8) 18.8 [6.1] 8.2 13.4 25.9 40.0
Loading other time 1.9 (7.3) 0.5 [0.4] 0.1 0.2 1.4 7.7
Crane work only PM time 14.3 (7.2) 13.0 [3.7] 6.0 9.7 17.4 26.2
Simultaneous crane work and driving a) 1.4 (1.5) 0.9 [0.6] 0.1 0.4 1.9 4.2
Driving only PM time b) 5.3 (5.0) 4.2 [2.2] 0.7 2.3 6.8 13.2
Loading drive PM time = a + b) 6.7 (5.7) 5.6 [2.7] 1.1 3.1 8.7 16.0
Total driving loaded time 4.8 (4.2) 3.7 [2.2] 0.5 1.8 6.5 12.7
Driving loaded PM time 3.8 (3.6) 2.8 [1.9] 0.1 1.2 5.3 11.1
Driving loaded other time 0.6 (1.6) 0.3 [0.2] 0.0 0.1 0.6 2.0
Total unloading time 10.2 (9.9) 8.2 [2.5] 3.7 6.0 11.3 23.0
Unloading PM time 8.8 (5.8) 7.5 [2.2] 3.5 5.6 10.2 18.8
Unloading other time 1.4 (6.2) 0.3 [0.3] 0.0 0.1 1.1 4.7
Crane work only PM time 7.4 (3.8) 6.8 [1.7] 3.2 5.2 8.8 13.4
Unloading drive PM time 1) 1.4 (2.8) 0.5 [0.4] 0.0 0.2 1.5 6.1
Total time per load 45.8 (24.1) 42.1 [11.8] 19.1 31.0 55.3 84.5
PM time 39.3 (17.4) 36.8 [10.1] 17.3 27.5 48.2 68.2
Other time 6.5 (11.9) 3.4 [2.2] 0.6 1.6 7.1 21.6
1) Can also include simultaneous crane work
Table 2. Descriptive forwarder work variables. Means and medians are respectively followed by standard deviations (SD) and median absolute deviations (MAD) in brackets. In addition, 5th, 25th, 75th and 95th percentiles are given. The unit of observation is one load.
  Percentiles
Variable Sort Mean, SD Median, MAD 5th 25th 75th 95th
Driving empty distance m/load 256.3 (234.5) 199.4 [129.3] 4.9 90.6 358.1 702.1
Loading drive distance m/load 236.8 (255.3) 183.0 [91.0] 37.3 102.5 289.3 596.1
Driving loaded distance m/load 181.3 (171.8) 134.8 [95.7] 3.1 52.4 262.4 524.2
Unloading drive distance m/load 71.4 (166.4) 18.6 [17.2] 0.0 4.3 72.4 305.4
Extraction distance 1) m/load 219.0 (177.5) 173.9 [99.8] 24.8 87.6 302.1 578.6
Total driven distance m/load 779.8 (518.5) 666.2 [275.0] 197.2 425.5 1006.8 1720.2
Driving empty speed 2) km/h 3.4a (1.0) 3.3 [0.5] 1.8 2.8 3.9 5.1
Loading drive speed km/h 2.1b (0.5) 2.0 [0.3] 1.3 1.7 2.4 3.0
Driving loaded speed km/h 2.9c (0.8) 2.8 [0.5] 1.6 2.4 3.4 4.4
Loading crane cycle numbers 3) cycles/load 34.9a (12.0) 34.0 [7.0] 17.0 27.0 42.0 56.0
Unloading crane cycle numbers cycles/load 16.7b (5.9) 16.0 [3.0] 9.0 13.0 20.0 25.0
Loading crane cycle time s/cycle 23.7 (5.2) 22.5 [2.8] 17.6 20.2 26.2 33.3
Unloading crane cycle time s/cycle 23.4 (5.3) 22.5 [3.0] 16.9 19.8 25.9 33.0
Proportion of crane work during loading drive PM time % 22.1 (16.3) 18.3 [9.1] 3.1 10.4 29.8 53.8
1) Extraction distance = mean of Driving loaded and Driving empty distances.
2) Different superscript letters within speed variables indicate significant differences (p < 0.001, one-way ANOVA with    Tukey test, n = 8868).
3) Different superscript letters within crane cycle numbers indicate significant differences (p < 0.001, paired t-test,
   n
= 8868). Differences between the pairs were normally distributed.
Table 3. Forwarding time consumption (second/load) in total (Tot.), during PM work and during Other time (Other) as functions of extraction distance (Ext.Dist.) (metre). Models were also derived separately for work elements Driving empty (D.E.), Loading (L.), Driving loaded (D.L.) and Unloading (Unl.). SE = standard error, n = number of loads, S = standard error of the estimate. Ext.Dist. = mean of Driving loaded and Driving empty distances.
Dependent variable Predictor Coefficient SE coeff. T-value Model Bias correction
F R2(adj) (%) S n
Ln(Tot.) Ln(Ext.Dist.) 0.20568 0.00440 46.70 2180.63 19.8 0.412911 8857 1.09104
Constant 6.7821 0.0225 301.25          
Ln(PM) Ln(Ext.Dist.). 0.20492 0.00403 50.85 2585.46 22.6 0.377802 8857 1.07189
Constant 6.6508 0.0206 322.87          
Ln(Tot. Other) Ln(Ext.Dist.) 0.2438 0.0116 21.06 443.57 4.8 1.08514 8856 1.85197
Constant 4.1012 0.0592 69.32          
Ln(D.E. Tot.) Ln(Ext.Dist.) 0.82937 0.00895 92.71 8594.49 49.3 0.837579 8843 1.27755
Constant 1.3692 0.0457 29.93          
Ln(D.E. PM) Ln(Ext.Dist.) 0.91374 0.00772 118.36 14009.34 61.8 0.692162 8676 1.13247
Constant 0.5266 0.0396 13.28          
Ln(L. Tot.) Ln(Ext.Dist.) 0.07133 0.00575 12.41 153.91 1.7 0.539013 8857 1.16125
Constant 6.7165 0.0294 228.54          
Ln(L. PM) Ln(Ext.Dist.) 0.08332 0.00539 15.45 238.80 2.6 0.505486 8857 1.13196
Constant 6.5926 0.0276 239.20          
Ln(D.L. Tot.) Ln(Ext.Dist.) 0.67811 0.00797 85.06 7235.81 45.0 0.747323 8857 1.24241
Constant 1.8581 0.0407 45.60          
Ln(D.L. PM) Ln(Ext.Dist.) 0.85758 0.00877 97.73 9551.91 52.8 0.770664 8555 1.23240
Constant 0.6436 0.0452 14.25          
Ln(Unl. Tot.) Ln(Ext.Dist.) 0.06774 0.00589 11.50 132.34 1.5 0.552018 8857 1.19892
Constant 5.8954 0.0301 195.87          
Ln(Unl. PM) Ln(Ext.Dist.) 0.07086 0.00526 13.48 181.77 2.0 0.492719 8857 1.14050
Constant 5.7843 0.0269 215.31          
Ln(D.E. Other) Ln(Ext.Dist.) 0.7479 0.0228 32.77 1073.97 11.3 2.02959 8402 4.12739
Constant –0.420 0.118 –3.58          
Ln(L. Other) 1) Ln(Ext.Dist.) –0.0165 0.0158 –1.05 1.09 0.0 1.47879 8853 3.38023
Constant 3.6225 0.0807 44.91          
Ln(D.L. Other) Ln(Ext.Dist.) 0.2328 0.0174 13.40 179.43 2.1 1.57333 8508 2.74649
Constant 1.3921 0.0892 15.60          
Ln(Unl. Other) Ln(Ext.Dist.) 0.0677 0.0183 3.70 13.66 0.1 1.71746 8854 4.51765
Constant 2.5647 0.0937 27.38          
p-value < 0.001 for all the coefficient estimates (including both ln(Ext.Dist) and constant) and models – 1)except, p = 0.296 for both Ln(Ext.Dist) and the model.
When estimating dependent variables, the predicted dependent variable may be multiplied by the given correction factor for logarithmic bias (i.e. bias correction). For example: Driving empty = 1.27755×exp(1.3692 + 0.82937×ln(Ext.Dist.)).
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Fig. 3. The total and productive machine time (PM time) consumption as a function of extraction distance (mean of Driving unloaded and Driving loaded distances). The median extraction distance is marked on the horizontal axis (see Table 2). PM time is also shown for each of the four work elements Loading (crane work and driving included), Unloading (crane work and driving included), Driving empty, Driving loaded, and Other time. Applied models are taken from Table 3 and corrected for logarithmic bias.

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Fig. 4. PM times’ proportions of total time consumption as a function of extraction distance (mean of Driving loaded and Driving unloaded distances). The median extraction distance is marked on the horizontal axis (see Table 2). Applied models are taken from Table 3 and corrected for logarithmic bias.

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Fig. 5. Other time as a function of extraction distance (mean of Driving loaded and Driving unloaded distances). The median extraction distance is marked on the horizontal axis (see Table 2). Total other time is also shown for each of the four work elements Loading (crane work and driving included), Unloading (crane work and driving included), Driving empty and Driving loaded. Applied models are taken from Table 3 and corrected for logarithmic bias.

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Fig. 6. Cumulative distribution of distances driven during indicated work elements required to fulfil a load (including all work elements pooled, i.e. total driven distance). For instance, ca. 90% of all loads had an Unloading drive distance less than 200 m per load and ca 40% of all loads had a total driving distance less than 600 m per load.

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Fig. 7. Work elements’ relative proportions of total time consumption during forwarding of a load, ordered according to size of proportion size within each work element. The total number of observations (loads) is 8868. For instance, for approximately half of the loads, the Loading PM time constituted 40–60% of the total time (for ca. 7000 observations the proportion was equal to or less than 60%, and for ca. 3000 observations it was equal to or less than 40%; 7000–3000 = 4000). Similarly, for more than 8000 of the observations, the relative time spent on Driving empty was below 20% of the total time spent on forwarding the load.