Proposed Moonshine Hil AM – Adjusted
1982
Vehicle Movement Performance
Mov
Demand Flows
Arrival Flows
Deg.
95% Back Of Queue
Aver.
Aver.
Level of
Prop.
Eff.
Aver.
ID
Turn Mov
Class
[ Total
HV ]
[ Total HV ]
Satn Delay
Service
[ Veh.
Dist ]
Que
Stop Rate
No. of
Cycles Speed
Act
veh/h
%
veh/h
%
v/c
sec
veh
m
km/h
East: SH2 Hutt Expressway
6
R2 All MCs
50
7.0
50
7.0
＊ 0.498
64.2
LOS E
2.8
20.8
1.00
0.75
1.00
28.6
Approach
50
7.0
50
7.0
0.498
64.2
LOS E
2.8
20.8
1.00
0.75
1.00
28.6
North: Moonshine Hil Road
7
L2 All MCs
250
9.0
250
9.0
0.143
5.7
LOS A
0.0
0.0
0.00
0.52
0.00
53.1
9
R2 All MCs
250
9.0
250
9.0
＊ 0.821
59.4
LOS E
14.3
107.9
1.00
0.94
1.20
29.6
Approach
500
9.0
500
9.0
0.821
32.6
LOS C
14.3
107.9
0.50
0.73
0.60
38.1
West: SH2 Hutt Expressway
10
L2 All MCs
50
9.0
50
9.0
0.033
6.2
LOS A
0.2
1.5
0.14
0.58
0.14
52.4
Information
11
T1 All MCs
950
7.0
950
7.0
＊ 0.828
18.9
LOS B
40.5
300.3
0.86
0.80
0.87
45.8
Approach
1000
7.1
1000
7.1
0.828
18.3
LOS B
40.5
300.3
0.82
0.79
0.83
46.1
Al Vehicles
1550
7.7
1550
7.7
0.828
24.4
LOS C
40.5
300.3
0.72
0.77
0.76
42.4
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Official
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Green.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for Al Movement Classes of Al Heavy Vehicle Model Designation.
the
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects.
under
Released
1982
Act
Information
Official
the
under
Released
1982
1
Proposed Moonshine Hil PM – Adjusted
Vehicle Movement Performance
Act
Mov
Demand Flows
Arrival Flows
Deg.
95% Back Of Queue
Aver.
Aver.
Level of
Prop.
Eff.
Aver.
ID
Turn Mov
Class
[ Total
HV ]
[ Total HV ]
Satn Delay
Service
[ Veh.
Dist ]
Que
Stop Rate
No. of
Cycles Speed
veh/h
%
veh/h
%
v/c
sec
veh
m
km/h
East: SH2 Hutt Expressway
6
R2 All MCs
200
9.0
200
9.0
＊ 1.031
174.9
LOS F
23.8
179.2
1.00
1.29
2.00
15.3
Approach
200
9.0
200
9.0
1.031 174.9
LOS F
23.8
179.2
1.00
1.29
2.00
15.3
North: Moonshine Hil Road
7
L2 All MCs
75
9.0
75
9.0
0.043
5.7
LOS A
0.0
0.0
0.00
0.52
0.00
53.1
9
R2 All MCs
75
9.0
75
9.0
＊ 0.797
89.5
LOS F
6.0
44.9
1.00
0.90
1.27
23.8
Approach
150
9.0
150
9.0
0.797
47.6
LOS D
6.0
44.9
0.50
0.71
0.63
33.0
Information
West: SH2 Hutt Expressway
10
L2 All MCs
200
9.0
200
9.0
0.140
33.8
LOS C
2.5
18.7
0.22
0.61
0.22
51.2
11
T1 All MCs
1400
7.0
1400
7.0
＊ 1.118
267.6
LOS F
228.5
1695.8
1.00
2.08
2.36
11.6
Approach
1600
7.3
1600
7.3
1.118 238.3
LOS F
228.5
1695.8
0.90
1.89
2.09
12.8
Al Vehicles
1950
7.6
1950
7.6
1.118 217.2
LOS F
228.5
1695.8
0.88
1.74
1.97
13.7
Official
Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
the
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Green.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for Al Movement Classes of Al Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity Constraint effects.
under
Released
under the Official Information Act 1982
Released
Document Outline
