HCS2000" DETAILED REPORT
General Information
Site Information Intersection Hana Highway Area Type All other areas Jurisdiction HOOT Analysis Year 2015 Kahului Airport Access Road Project 10 @l Hana Highway 2015 AM
Analyst IN Agency or Co. Julian Ng Inc. Date Performed 312212011 Time Period AM Peak Hour
Volume and Timing Input
Number of lanes, N1 Lane group
Volume, V (vph)
EB TH
RT
LT
WB TH
RT
LT
NB TH
RT
LT
SB TH
RT
2
3
1
2
3
1
2
2
1
2
2
1
L
T
R
L
T
R
L
T
R
L
T
R
170
695
105
455
2165
40
410
210
130
35
280
145
% Heavy vehicles, %HV Peak-hour factor, PHF
LT
2
2
2
2
2
2
2
2
2
2
2
2
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
Pretimed (P) or actuated (A)
P
P
P
P
P
P
P
P
P
P
P
P
Start-up lost time, 11
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Extension of effective green, e
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
Arrival type, AT
3
3
3
3
3
3
3
3
3
3
3
3
Unit extension, UE
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
Filtering/metering, I
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
Initial unmet demand, Qb Ped / Bike / RTOR volumes
0.0
Lane width
0.0
0.0 0
0
12.0
12.0
12.0
N
0 0
0
Parking / Grade / Parking
0.0
0.0
0.0
0.0
0.0
0.0
0
0
12.0
12.0
12.0
N
N
0
0
0
0
0.0
0.0
0.0
0
0
12.0
12.0
12.0
12.0
12.0
12.0
N
N
0
N
N
0
N
0
0
0
0
0
0
0
Parking maneuvers, N m Buses stopping, Ns
0
Min. time for pedestrians, G p Phasing EB Only Thru & RT G = 48.0 G = 11.0 Timing y= 5 y= 6
3.2
0
3.2
WBOnly G= 24.0 y= 5
NB Only
04
SB Only
Thru & RT G= 8.0 y= 6
G = 22.0 y= 5
G= y=
3.2
3.2
Duration of Analysis T = 0.25
08
G= 5.0 y= 5
G= y=
Cycle Length, C = 150.0
Lane Group Capacity, Control Delay, and LOS Determination EB WB LT TH RT LT TH Adjusted flow rate, v 181 112 739 484 2303
RT
LT
NB TH
RT
LT
43
436
223
138
37
SB TH
298
RT
154
Lane group capacity, c
252
2165
675
550
2638
823
504
828
369
115
449
369
vIc ratio, X
0.72
0.34
0.17
0.88
0.87
0.05
0.87
0.27
0.37
0.32
0.66
0.42
Total green ratio, g/C
0.07
0.43
0.43
0.16
0.52
0.52
0.15
0.23
0.23
0.03
0.13
0.23
Uniform delay, d 1 Progression factor, PF
68.0
28.9
26.5
61.6
31.6
17.8
62.5
47.0
48.3
70.8
62.5
48.8
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
Delay calibration, k
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
Incremental delay, dz Initial queue delay, d3
16.2
0.4
0.5
18.0
4.4
0.1
17.7
0.8
2.9
7.3
7.5
3.4
Control delay
84.1
29.3
27.1
79.6
36.0
17.9
80.3
47.8
51.2
78.1
70.0
52.3
C
C
E
0
B
F
0
0
E
E
0
Lane group LOS Approach delay Approach LOS Intersection delay HCS2000™
F
38.7
43.2
66.2
65.0
0
0
E
E
47.9
Xc = 0.83
Intersection LOS
0
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