BACK-Of-QUEUE WORKSHEET
General Information Project Description
Kahului Airport Access Road @ Dairy Road 2015 AM
Average Back of Queue
Lane group Init. queuellane Flow rate/lane
LT
EB TH
RT
LT
WB TH
RT
LT
NB TH
RT
LT
SB TH
L
T
R
L
T
R
L
T
R
L
TR
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5
168
68
163
258
84
158
695
226
68
816
1752
1845
1568
1752
1845
1568
1752
1844
1568
1752
1842
70
369
544
318
492
523
257
1217
794
227
983
Flow ratio
0.00
0.09
0.04
0.05
0.14
0.05
0.09
0.20
0.14
0.02
r-r/c ratio
0.07
0.46
0.13
0.51
0.52
0.61
0.57
0.28
0.30
I factor
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Satflow per lane
Capacityllane
kA.rrival type
0.16
RT
0.23 0.83
3
3
3
3
3
3
3
3
3
3
3
Platoon ratio
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
PF factor
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Q1
0.1
3.1
1.0
1.6
4.6
1.2
3.1
6.2
2.7
0.7
8.4
kB
0.2
0.5
0.7
0.3
0.6
0.6
0.4
0.7
0.9
0.2
0.6
Q2
0.0
0.4
0.1
0.3
0.7
0.1
0.6
1.0
0.3
0.1
2.5
Qavg.
0.1
3.5
1.1
1.9
5.2
1.4
3.7
7.1
3.1
0.8
10.9
Percentile Back of Queue (95th percentile) fB%
2.6
2.1
2.4
2.3
2.0
2.4
2.1
1.8
2.1
2.5
1.7
BOQ,Qr.
0.3
7.3
2.6
4.4
10.2
3.2
7.6
13.1
6.5
1.9
18.6
Q spacing
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
25.0
Q storage
0
0
0
0
0
0
0
0
0
0
0
Queue Storage Ratio
Avg. Ro 95% Ro% HCS2000™
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