Wingecarribee Shire
Council
Transportation Model
Model building and
Validation Report
GABITES
PORTER
Prepared by
November 2008
WINGECARRIBEE TRANSPORTATION MODEL
Transportation Model Building and Validation Report
Document Control
Date Submitted Author Version Comment
5/10/08 Matt Ellery Draft Version Two
Added School-Shopping Peak Period
30/06/08 Matt Ellery Draft Version One
Updated LU to 2006
Prepared by Matt Ellery Gabites Porter Consultants Ltd
Transport Modeller/Analyst 138 Victoria Street
P O BOX 25 103
Roy Jean-Christophe Christchurch
Transport Analyst New Zealand
Reviewed by David Hunter
Senior Transportation Engineer
Telephone: +64 3 366 9871
Approved By David Hunter Facsimile: +64 3 366 9870
Senior Transportation Engineer
Date: 5 November 2008
Reference: 4339
Status: Final
GABITES PORTER T r a f f i c & T r a n s p o r t a t i o n
E n g i n e e r i n g & P l a n n i n g
WINGECARRIBEE TRANSPORTATION MODEL
Transportation Model Building and Validation Report
CONTENTS
1 INTRODUCTION 1
1.1 Study Approach 1
1.2 Report Content 3
2 MODEL OVERVIEW 4
2.1 Hardware Requirements 4
2.2 Model Form 4
2.3 The Study Area 6
2.4 The Road Network 6
2.5 The Zone System and Land Use activity 6
3 LAND USE DATA 17
3.1 Existing Land Use 17
3.2 Land Use Summary 18
4 TRIP END GENERATION 19
4.1 General 19
4.2 Household Interview Survey 20
4.2.1 Background 20
4.2.2 Vehicle Driver Trip rates 20
4.3 Private Trip End Productions 23
4.3.1 Morning Peak Private Trip End Productions 23
4.3.2 Inter Peak Private Trip End Productions 24
4.3.3 Evening Peak Private Trip End Productions 25
4.3.4 Period Private Trip Productions 26
4.3.5 Private Trip End Attractions 27
4.3.6 Goods Vehicle Trips 29
4.3.7 External Trips 30
4.4 Total Trip End Generation 33
5 TRIP DISTRIBUTION AND THE COSTS OF TRAVEL 34
5.1 The Gravity Distribution Model 34
5.2 The Distribution Function 34
6 THE PARKING MODEL 39
6.1 Central Area Logistics Model (CALM) 39
6.2 Trip Purpose and Parking Durations 39
6.3 The Parking File 40
6.4 The Parking Inventory 41
7 TRIP ASSIGNMENT 49
7.1 General 49
7.2 Network Links 51
7.3 Network Intersections 54
7.3.1 Priority Intersections 54
7.3.2 Signalised Intersections 56
7.3.3 Geometric Delays 56
8 MODEL CONVERGENCE 57
8.1 Assignment and Distribution Loop 57
9 MODEL VALIDATION 58
9.1 General 58
9.2 Network Validation 58
9.2.1 Measures of Validity 59
9.2.2 Screenline Validation Results 60
9.2.3 24Hr Factored Model Results 69
9.3 Intersection Turning Movement (ITM) Validation 73
9.3.1 General 73
9.3.2 ITM Supplied Data Adjustments 73
9.3.3 ITM Validation Results 74
9.3.4 Parking Validation Results 93
9.4 General Discussion 102
10 SHOPPING-SCHOOL PEAK PERIOD 103
10.1 Introduction 103
10.2 Shopping-School Peak Hour 103
10.3 Trip Generation Coefficients 103
10.3.1 Private Trip End Productions and Attractions 103
10.3.2 Goods Vehicle Trips 105
10.3.3 External Trip Flows 105
10.4 Total Trip End Generation 106
10.5 Screenline Validation Results 106
10.6 Intersection Turning Movement (ITM) Validation 110
10.6.1 General 110
10.6.2 ITM Supplied Data Adjustments 110
10.6.3 ITM Validation Results 111
11 24HR FACTORED MODEL WITH SHOPPING-SCHOOL PEAK PERIOD 120
11.1 24Hr Factored Model 120
11.2 24Hr Factored Model Results 120
12 CONCLUSIONS 124
REFERENCES
APPENDICES
1. Zone To Census Lookup Table 2. Zone Data File 3. CALM Data Files 4. Screenline Validation Outputs 5. Intersection Turning Movement Validation
LIST OF TABLES
1. 2006 Land use Data 18
2. Trip Purposes 23
3. Morning Peak Period ‘Home To’ and NHB Trip End Production Rates by Purpose
and Category 23
4. Morning Peak Period ‘To Home’ Trip End Production Rates by Purpose and
Category 24
5. Inter Peak Period ‘Home To’ and NHB Trip End Production Rates by Purpose and
Category 24
6. Inter Peak Period ‘To Home’ Trip End Production Rates by Purpose and Category 25
7. Evening Peak Period ‘Home To’ and NHB Trip End Production Rates by Purpose and
Category 25
8. Evening Peak Period ‘To Home’ Trip End Production Rates by Purpose and
Category 26
9. Private Vehicle Trip Productions 26
10. AM Peak External Traffic Counts And Through Trips – 1 Hour 31
11. Inter Peak External Traffic Counts And Through Trips – 1 Hour 32
12. PM Peak External Traffic Counts And Through Trips – 1 Hour 32
13. Total AM Peak (8-9am) Trip Matrix 33
14. Total Inter Peak (11am-12pm) Trip Matrix 33
15. Total PM Peak (5-6PM) Trip Matrix 33
16. Time Based Distribution Function Exponents 35
17. Morning Peak Parking Model Variables 39
18. Parking Categories and Charges 40
19. Parking Inventory 41
20. AM Peak Assignment Parameters 49
21. Inter Peak Assignment Parameters 49
22. PM Peak Assignment Parameters 50
23. Link Types 52
24. Critical gap and move up time values 55
25. Model Convergence Results 57
26. Model Traffic Flow Validation Guidelines 60
27. AM Peak Network Validation 61
28. Inter Peak Network Validation 63
29. PM Peak Network Validation 65
30. Factored 24hr Network Validation 69
31. Factored 24hr Mean Average Difference Validation 70
32. Intersection Turning Movement Validation Results 75
33. 9AM Parking Type Occupancy Comparison 94
34. 12 Noon Parking Type Occupancy Comparison 98
35. Shopping-School Peak Period ‘Home To’ and NHB Trip End Production Rates by
Purpose and Category 104
36. Shopping-School Peak Period ‘To Home’ Trip End Production Rates by Purpose and
Category 104
37. Shopping-School Peak External Traffic Counts And Through Trips – 1 Hour 105
38. Total Shopping-School Peak (3pm-4pm) Trip Matrix 106
39. Shopping-School Peak Network Validation 107
40. Intersection Turning Movement Validation Results 111
41. Factored 24hr Network Validation 120
42. Factored 24hr Mean Average Difference Validation 121
LIST OF FIGURES
1. Vehicle Driver Model Components 5
2. Study Area and External Zones 7 3. Study Area Zone Structure 8
4. Main Wingecarribee Towns 9 5. Mittagong Traffic Zones 10
6. Bowral Traffic Zones 11 7. Moss Vale Traffic Zones 12
8. Bundanoon Traffic Zones 13
9. Northern Traffic Zones 14 10. Southern Traffic Zones 15
11. Eastern Traffic Zones 16 12. Household Category Curves 22
13. AM Peak Trip Length Frequencies 36 14. Inter Peak Trip Length Frequencies 37
15. PM Peak Trip Length Frequencies 38 16. Bowral Parking Zones 44
17. Mittagong Parking Zones 45 18. Moss Vale Parking Zones 46
19. Moss Vale Parking Zones 47
20. Bundanoon Parking Zones 48 21. Volume Delay Curves 53
22. Scatterplots of All 2006 Counts for Morning Peak and Inter Peak 67 23. Scatterplots of All 2006 Counts for Evening Peak 68
24. Scatterplots of All 2006 Counts for 24 Hr 72
25. Argyle Rd / Suttor Rd ITM Validation 77
26. RAB Argyle Rd / Illawarra Hwy / Suttor Rd ITM Validation 78 27. Illawarra Hwy / Valetta St ITM Validation 79
28. Illawarra Hwy / White St ITM Validation 80 29. Illawarra Hwy / Arthur St ITM Validation 81
30. Illawarra Hwy / lackey Rd ITM Validation 82
31. Illawarra Hwy / Railway St ITM Validation 83 32. Illawarra Hwy / Waite St ITM Validation 84
33. Illawarra Hwy / Yarrawa St ITM Validation 85 34. Parkes Rd / Lackey Rd ITM Validation 86
35. Douglas Rd / Berrima Rd ITM Validation 87
36. Bessemer St / Old Hume Hwy ITM Validation 88
37. Moss Vale Rd / Holly Rd ITM Validation 89 38. Wilson Dr / Church Ave ITM Validation 90
39. Hume Hwy / Church Ave to Sydney ITM Validation 91 40. Hume Hwy / Church Ave from Sydney ITM Validation 92
41. Scatterplot of All 2006 Counts for Shopping-School Peak 109
42. Illawarra Hwy / Argyle Rd / Suttor Rd ITM Validation 112 43. Illawarra Hwy / Valetta St / White St ITM Validation 113
44. Illawarra Hwy / Arthur St / Lackey Rd ITM Validation 114 45. Illawarra Hwy / Railway St / Waite St ITM Validation 115
46. Illawarra Hwy / Yarrawa St & Lackey Rd / Parkes Rd ITM Validation 116
47. Old Hume Hwy / Bessemer St & Douglas Rd / Berrima Rd ITM Validation 117
48. Church Ave / Wilson Dr & Moss Vale Rd / Holly Rd ITM Validation 118 49. Hume Hwy / Church Ave ITM Validation 119
50. Scatterplot of All 2006 Counts for 24 Hr (with Shopping-School period) 123
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 1
1 INTRODUCTION
1.1 Study Approach
In 2006 Wigecarribee Shire Council commissioned Gabites Porter to extend the model
that was built earlier for the three towns of Mittagong, Bowral and Moss Vale in
covering the whole of the Shire. The earlier model comprised a PM Peak and a 24 hour
model, and it was decided to incorporate morning and interpeak models, and also
include a parking model. The models are conventional three-step transportation
models and are to be used in the analysis of future land use changes and roading
options from a base year of 2006.
The transportation model is intended as a tool to assess and evaluate network and land
use options. The model developed for this study followed a three-step process of trip
generation, distribution and assignment. The generation step used a household
category model and regression equations for trip productions, with regression-derived
equations for attractions. The distribution step used a standard doubly constrained
gravity model to distribute trips, with the distribution functions based on time. The
assignment step used a capacity restraint technique, with trip paths based on
behavioural costs, and delays calculated on links and at intersections.
A transportation model for a given time period comprises a group of linked
mathematical formulae that approximate the traffic network and the general
behaviour of drivers using it. It is accepted that the analysis may not take into account
extremes of human behaviour, nor will it reflect all the subtle complexities of the
transport system. Nevertheless the model that has been developed is capable of
identifying the more significant factors and is adequate to test adjustments to the road
network and land use system, which are likely to show the greatest benefit in relation to
their costs.
The following period models were developed, with the following applications in mind.
Transportation Model Modelling Application
Morning Peak One peak hour
Between
(0700 – 0900 hrs)
� Central area access routes
� Intersection performance
� Design issues
� Site specific issues
� Commuter Parking peak
Inter Peak
One hour Peak
Between
(0900 – 1600 hrs)
� Central area access routes
� Intersection performance
� Design issues
� Site specific issues
� Shopping traffic
� Peak parking time
Evening Peak One peak hour
Between
(1600 – 1800 hrs)
� Peak outbound traffic flows
� Central area egress routes
� Intersection performance
� Site specific issues
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 2
While each period model is statistically independent from any other, it is possible to
aggregate the results from all periods in representing a typical weekday. In turn this can
be aggregated to form an entire year for the purposes of annualised economic
evaluation.
Modelling necessitates a series of compromises because of the constraints of current
techniques, or because data is not available by which to utilise the techniques, or
because resources are not available at the time.
Nevertheless, a model is a `living' tool, which can and should be improved
incrementally over the years as needs dictate and resources permit.
A 24hr model was created from factoring the three period models using factors derived
from the counts used in the validation of each of the period models. As the Hume
Highway acts semi-independantly of the traffic throughout the Shire, the through trips
were factored differently to the internal model trips. The 24hr model therefore has not
been validated as stringently as the three main period models.
24hr flows cannot be used for Level of Service (LOS) calculations, as they do not give
proper indications of intersection operation. However, they are useful for obtaining an
understanding of overall traffic flow thoughout an area but should only be used for
description purposes rather than analysis.
The factors used to create the initial 24hr model were as follows:
• Internal AM Peak loaded Network 2.90
• Internal Inter Peak loaded Network 7.65
• Internal PM Peak loaded Network 3.30
• Through AM Peak loaded Network 4.25
• Through Inter Peak loaded Network 10.70
• Through PM Peak loaded Network 4.35
After creating the above three peak period models, it was found that the standard PM
Peak (an hour between 4pm and 6pm) was not in most instances throughout the shire
the peak afternoon period. This is not a common situation in most models created in
both New Zealand and Australia but clearly presented a problem for Wingecarribee.
Therefore it was decided to create a Shopping-School Peak (SP) that replicated the
most typical peak hour, this was found to be 3pm-4pm.
With this new period replacing the evening peak period, a new all day model also
needed to be created and used the following factors:
• Internal AM Peak loaded Network 2.90
• Internal Inter Peak loaded Network 7.65
• Internal SH Peak loaded Network 3.15
• Through AM Peak loaded Network 4.25
• Through Inter Peak loaded Network 10.70
• Through SH Peak loaded Network 2.65
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 3
1.2 Report Content
This report, as its title suggests is designed as a technical document. It is intended to be
a reference volume of how the transportation model was built and, we believe,
contains all the information necessary for an experienced modeller to completely
rebuild the analytical system. It highlights the assumptions made, the techniques
adopted, and the relationships used. It also demonstrates the extent to which the
model used was validated in terms of how well it replicates actual traffic flows.
This report specifically details the building and validation of the 2006 Wingecarribee
Transportation Model and does not evaluate any deficiencies in network operation or
parking. These aspects will be covered in detail in the Model Deficiency Report for 2006,
2016 and 2026 to follow. Any following work will deal with the Shopping-School peak
period (3pm-4pm) instead of the Evening peak period (one hour of 4pm-6pm) as this is
deemed the most important of the two periods.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 4
2 MODEL OVERVIEW
2.1 Hardware Requirements
The transportation model was developed within the transportation planning package
TRACKS, and run on stand-alone PC systems using DOS, with minimum configuration to
include 40 Mb fixed disk for the software itself, Windows 95 or more recent Operating
System, Pentium 133 of better processor and at least 20Mb RAM.
2.2 Model Form
Planning of a land use transport system requires that the system can be adequately
modelled and the effects of any change can be reliably forecast.
A useful method is to build mathematical models that simulate travel behaviour. The
land use and traffic modelling used for this study comprises of four sequential stages.
That is, trip generation, trip distribution, trip assignment and evaluation.
Trip End Generation The generation of trip ends for each sub area (zone)
within the study area. The trip ends were generated
according to the pattern of households, schools and
employment activity, and then allocated accordingly.
The model was based on vehicle trips rather than person
trips. Subsequently the modal split phase was inherent in
the trip end generation rather than following the
distribution stage. Trip Distribution The conversion of trip ends to trips distributed within the
study area according to a function of activity and travel
cost. Trip Assignment The loading of trips onto the road network as traffic flows
between zones. Evaluation The final stage of the process where operational
impacts are assessed.
The relationship between the different components are summarised schematically in
Figure 1.
There is an iterative process where the interzonal times and distances which result from
the assignment phase feed back into the trip distribution phase. The process can be
started by assuming times and distances as initial impacts to distribution, or by assuming
initial trips as the input to the assignment. In any event, the assignment/distribution loop
is repeated until there is little or no change in the vehicle hours and vehicle kilometres
of travel between iterations. This process is known as ‘converging’ the network.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 5
Wingecarribee Shire Council
Vehicle Driver Model Components Figure 1
Gabites Porter
ZONE FILE FORMULATION
TRIP END GENERATION
Zone File
Land Use Data and External Traffic Flows
Household Vehicle Driver Trip Rates Attraction Formulae
Vehicle Driver Trip Ends
By Purpose
MATRIX MANIPULATION (Combining & Factoring)
Total Trip Matrix
Distribution Functions
Unit of Cost of Travel By Purpose
Physical Network Description: Links and intersections
Network Operation Parameters (signal phasing Tolls, Linking etc)
Delay equations and model parameters
Loaded Network (Link Flows, Turning Movements)
Evaluation
Operation Impacts and Benefits
Vehicle operating costs Fuel use and emission equations
TRIP DISTRIBUTION
(Gravity Model)
Vehicle Driver Trip Matrices By Purpose
Time and Distance Matrices
ASSIGNMENT
Category Curves
Through Matrix
CALM
Parking Inventory, Availability
Parking Purpose Parameters, Cost, Duration, Parking Zone
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 6
2.3 The Study Area
The 2006 study area covers the whole of the Wingecarribee Shire from Balmoral in the
north to Wingello in the South, and Goodmans Ford in the west to Macquarie Pass and
Fitzroy Falls in the East.
2.4 The Road Network
The road network used in the study was obtained from a GIS datafile supplied by
Wingecarribee Shire Council and includes all public roads within the study area. The
road network is shown in Figure 2.
Each link in the network was allocated a specific volume delay curve to reflect the
nature of the link and the way in which traffic behaves as flows increase. A more
detailed discussion of the use of these is in Section 6 of this report.
2.5 The Zone System and Land Use activity
The study area itself was divided into sub areas to form a zone system. The model
consists of 370 zones, including 9 externals. Of the 361 internal zones, 321 are
designated to zones with established land use with the remaining 40 internal zones
distributed in clusters as ‘spares’ to provide for future development. The 9 external zones
are also shown in Figure 2.
The model zone system adopted was based upon other systems for which land use
data was available. The main source of land use data was the 2006 Census carried out
by the Australian Bureau of Statistics.
Employment data was previously obtained from the Wingecarribee Shire Employment
Lands Audit undertaken by SGS in April 2005. This study classified each employment
generating lot in the shire by the two digit ANZIC employment codes. Combining
Council’s digital cadastre layer and aerial photography, it was possible to determine an
average plot ratio (proportion of lot area covered by buildings) for each land use type.
The plot ratio was then applied to the lot area data attached to the digital cadastre
layer, giving the gross floor area (GFA) of each lot. A series of rates were then applied
to determine the number of employees at each lot based on the GFA of the lot and
the land use type. This data was then updated using 2006 Census totals for each job
category proportioned across all zones in the network.
The zone structure used for the model includes an exclusive zone for each census
collector district (CCD) as shown in Figure 3 to Figure 11. Within the town centres, the
CCDs have been disaggregated further to improve the model validation. A zone to
CCD lookup table is included alongside the land use file in Appendix One.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 7
Wingecarribee Shire Council
Study Area and External Zones Figure 2
Gabites Porter
10.0km
BOWRAL
MITTAGONG
COLO VALE
MOSS VALE
BUNDANOON
WINGELLO
BERRIMA
KEY
Hume Highway
Old Hume
Hwy
Freeway
Wilson Dr
Moss Vale Rd
Hume Hwy
Illawarra Hwy
Jamberoo Rd
Wombeyan
Caves Rd
Tallong Rd
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 8
Wingecarribee Shire Council
Study Area Zone Structure Figure 3
Gabites Porter
108
177
199
272 273
249245
226
254
238
258
193
242
235
237
239
281197
267
276
196
260
168297
259
146
139
246
243
234 138
266
268
263300
233
307
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 9
Wingecarribee Shire Council
Main Wingecarribee Towns Figure 4
Gabites Porter
108118
105
177
160
125
126
226
254
256
238
117
109
107106102
111
115116
120121
127
112
110114
165
156157
179180
173154172
167
159
188
189
184
183
186
190
192193
162161163
200201202
203204
205206208
207209211210
213212215214
216218217
220219221222
225224
228227229230231232
242
255
250252
261
237
239
269
191
279
241
280
119130129 104
294123
293
101
197 195 196 122132133
131
103
152166
164
257
251253
302151153148171149
174185271175176304
303155
283178181287288182286
284158
170128289
290113
168169
297
298
299264
265295296
285187
194
137
234
138
135
134
291292
300
150301
233
282
124
305
223306
307262
278348
346
347
240
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 10
Wingecarribee Shire
Council Mittagong Traffic Zones Figure 5
Gabites Porter
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 11
Wingecarribee Shire
Council Bowral Traffic Zones Figure 6
Gabites Porter
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 12
Wingecarribee Shire
Council Moss Vale Traffic Zones Figure 7
Gabites Porter
226
189
190
200
201
202
203204
205
206
208
207
209
211
210
213212
215
214
216
218217
220
219
221
222
225
224
228227
229 230231
232
191
279
280
223
306
278
348
346
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 13
Wingecarribee Shire
Council Bundanoon Traffic Zones Figure 8
Gabites Porter
254
256
255
250252
261
257
251
253
236
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 14
Wingecarribee Shire
Council Northern Traffic Zones Figure 9
Gabites Porter
118
105
199
125
126
275
274
272
273
109
107
115
120
198
277
281
294
123196122
144
146145
268
147
124
305
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 15
Wingecarribee Shire
Council Southern Traffic Zones Figure 10
Gabites Porter
177
160
226
254256
238
258
173
167
159
188
189
186
190
192
200207
210218
220
227
242
235
255
252
261
237
239
279
241
280
260
170
297
298
259
194
137
236
234
135
134
263
300
282
307
347
240
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 16
Wingecarribee Shire
Council Eastern Traffic Zones Figure 11
Gabites Porter
249
245244
248
140141
142
139
246
243
143
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 17
3 LAND USE DATA
3.1 Existing Land Use
The 2006 land use information was used for the creation of the base network.
Household data was based on CCD ex 2006 ABS census data:
• Households (number occupied on census night) • Average vehicles available/household • Average number of employees/household
For each CCD, the number of households was proportioned across each of the zones in
the CCD based on the proportion of households each zone visually had as determined
from aerial photographs.
At the workplace location jobs have been identified using Australian New Zealand
Standard Industry Classifications (ANZSIC) Major Divisions for all full time + part time jobs
(i.e. number of people employed) based on floor area:
• Division C - Manufacturing
• Division G - Retail Trade
• Division K – Finance and Insurance
• Division O – (Health and) Community Services
• Other
• Total Jobs
In the previous model employment data was obtained from the Wingecarribee Shire
Employment Lands Audit undertaken by SGS in April 2005. This study classified each
employment generating lot in the shire by the two digit ANZIC employment codes.
Combining Council’s digital cadastre layer and aerial photography, it was possible to
determine an average plot ratio (proportion of lot area covered by buildings) for each
land use type.
The plot ratio was then applied to the lot area data attached to the digital cadastre
layer, giving the gross floor area (GFA) of each lot. A series of rates were then applied
to determine the number of employees at each lot based on the GFA of the lot and
the land use type.
This set of GFA to employee rates was applied uniformly across the entire shire. Taking
this previous model distribution of jobs, it was then updated with 2006 Census job data.
In reality each town may have a different GFA rate for each type of employment,
which may overestimate or underestimate employment in a particular town. The lack of
reliable data upon which to determine any variation made it impossible to implement.
Additionally aerial photographs were used to visually determine exactly which zones
contained certain job categories, such as manufacturing, which refined each zones
job distribution.
Education school roll data was obtained from the rolls of private and public schools.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 18
Table 1 summarises the land use variables used and the 2006 land use totals that apply
to the study area. The land use values used for the model are included in the Appendix
Two.
3.2 Land Use Summary
Table 1 summarises the 2006 land use totals that apply to the study area.
2006 Land use Data Table 1
Landuse Variable Study Area Total
Households 15,741
Employees 18,120
Employees per HH 1.151
Vehicles 26,933
Vehicles per HH 1.711
Pre-primary/Primary Roll 4,894
Secondary Roll 3,877
Tertiary Roll 480
Retail Jobs 3,793
Finance Jobs 2,383
Community Jobs 3,158
Manufacturing Jobs 1,741
Other Jobs 2,912
Total Jobs 13,983
Large Format Retail 380
Train Station 70
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 19
4 TRIP END GENERATION
4.1 General
The model form adopted for Wingecarribee is concerned specifically with vehicle driver
trips. These trips can be broken down into a number of purposes depending upon what
activity or type of land use was involved at the origin and destination. Such activities
include:
• Own Home • Own Workplace • Education • Shopping • Employer’s Business • Personal Business • Changing Travel Mode • Social/recreation etc. • Collect/Deliver Passenger (Serve Passenger)
Private trips can then be defined as one of five trip purposes described below
depending on the land use and activity at the trip ends.
Home Based Work (HBW) All trips with one end at home and the other at own
work place. Home Based Business (HBB) All trips with one end at home and the other an
activity of Shopping or Personal or Employer’s
Business. Home Based Education (HBE) All trips with one end at home and the other at a
school or other centre for education. Home Based Other (HBO) All trips with one end at home and the other an
activity of Social/Recreation or any other purpose. Non Home Based (NHB) All trips with neither end at home.
Private trip data is derived from Household Interview Surveys (HIS). This determines the
proportion of trips in each purpose and the time period in which each trip was made.
The other trip purposes used for the study were:
Light Goods Vehicles (LGV) Heavy Goods Vehicles (HGV) External Traffic (EXT) Through traffic (external to external); Other internally generated trips and externally
generated (external to internal) trips.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 20
4.2 Household Interview Survey
4.2.1 Background
The Wingecarribee transport model uses the results derived from the Sydney HIS survey
carried out in 1991/92 by the Transport Study Group (TSG). The HIS consisted of a
household personal interview survey in Sydney of which the Illawarra household data
was used by Gabites Porter to develop the Illawarra transport model. It sought to
capture information on all travel undertaken for a nominated 24-hour period by all
members of each selected household.
4.2.2 Vehicle Driver Trip rates
Data from the HIS was used to generate vehicle driver trips made within the Illawarra
study area. The data is therefore the most applicable to the local environs of Illawarra
however the data is likely to closely model driver trip rates and behaviour in the
Camden LGA. TSG were asked to provide vehicle driver trip rates by household
categories of the following trip purposes:
Home to Work Work to Home
Home to Education Education to Home
Home to Business Business to Home
Home to Employer Business Employer Business to Home
Home to Personal Business Personal Business to Home
Home to Recreation Recreation to Home
Home to Other Other to Home
Non Home Based
The household categories were:
Vehicles per Household Employees per Household
0 0
1 1
2+ 2+
For modelling, the trip purposes were combined to match those used for other studies.
The adopted trip purposes and their constituents are as follows:
Model Trip Purpose HIS Purposes
Home Based Work Work
Home Based Business Shopping, Employers Business, Personal Business
Home Based Education Education
Home Based Other Social, Recreation, Other
Non Home Based Non Home Based
When the model is updated with data from the 2006 census, it would be appropriate to
obtain the trip rates from the Sydney Data Centre from the more recent household
interview surveys, and to replace the employee per household categories with persons
per household.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 21
The household category curves are calibrated with employees per household, or
vehicles per household plotted against the proportion of households in that category.
These were subject to the constraints that the sum of proportions at any point was
equal to 1.0, and that when multiplied out the average for the point was maintained.
The curves used in this model are depicted in Figure 12.
The assumption inherent in the use of these surveys is that the two variables
(employees/HH and cars/HH) are not highly cross-correlated. This is not strictly correct,
and when the models are rebuilt using 2006 census data, then it would be appropriate
to move to a persons per household and cars per household model.
The second reason for choosing these variables was the need to have categories that
can be readily forecast, and persons, and cars are perhaps the easiest.
The number of households in each of the 9 categories for a zone depends on the
average persons per household and cars per household giving a combined probability.
i.e. ρ1, 2+ = ρ1 x c2+
Where
ρ1, 2+ = proportion of households in category 1 employee, and 2+ cars
ρ1 = proportion of households with one employee
C2+ = proportion of households with 2+ cars.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 22
Wingecarribee Shire Council
Household Category Curves Figure 12
Gabites Porter
EMPLOYEES CATEGORY CURVES
0
10
20
30
40
50
60
70
80
90
100
0.9 1.1 1.3 1.5 1.7
Average Employees per Household
% E
mp
loy
ee
s
%HH with 0 emp
%HH with 1 emp
%HH with 2+emp
VEHICLE OWNERSHIP CATEGORY CURVES
0
10
20
30
40
50
60
70
80
90
100
0.0 0.4 0.8 1.2 1.6 2
Average Vehicles per Household
% H
ou
seh
old
s
% HH with 0 Veh
% HH with 1 Veh
% HH with 2+ Veh
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 23
4.3 Private Trip End Productions
The private trips were divided into the following separate purposes are contained in
Table 2.
Trip Purposes Table 2
Trips purpose Trip direction
HBW = Home Based Work HTW = Home to Work
WTH = Work to Home
HBB = Home Based Business HTB = Home to Business
BTH = Business to Home
HBO = Home Based Other/School HTO = Home to Other
OTH = Other to home
HBS = Home Based School (AMP only) HTS = Home to School
NHB = Non home based NHB-L = Non home based long trips
NHB-S = Non Nome based Short trips
Experience has shown that where possible ‘from home’ and ‘to home’ trips should be
modelled separately in order to preserve the directionality of the trips. This is particularly
important in the inter peak period where these purposes are of similar order and in the
evening peak, which is more diverse than the morning peak.
4.3.1 Morning Peak Private Trip End Productions
Private car driver trip ends were produced by using the ‘category model’ derived from
the TSG Home Interview Survey (HIS) data. The morning peak period generation is for
the two hours of trips between 7am and 9am. Generation was carried out as ‘Home to’
and ‘to Home’ purposes to reflect the tidal movement of trips.
Note that the resulting two hour trip matrix is later converted to a one hour matrix when
the total trip matrix is formed by multiplying by 0.596 for the peak hour. The trip rates
used are shown in Table 3 and Table 4 below.
Morning Peak Period ‘Home To’ and NHB Trip End Production
Rates by Purpose and Category Table 3
Category Emp/HH Cars/HH Trip Purpose
HTW HTB HTS HTO NHB-S NHB-L
1 0 0 0.000 0.000 0.000 0.000 0.000 0.000
2 0 1 0.010 0.070 0.010 0.010 0.003 0.003
3 0 2+ 0.048 0.123 0.046 0.046 0.027 0.027
4 1 0 0.000 0.000 0.000 0.000 0.070 0.07
5 1 1 0.335 0.056 0.072 0.072 0.102 0.102
6 1 2+ 0.429 0.190 0.145 0.145 0.172 0.172
7 2+ 0 0.000 0.000 0.000 0.000 0.075 0.075
8 2+ 1 0.424 0.080 0.140 0.140 0.176 0.176
9 2+ 2+ 0.493 0.310 0.130 0.130 0.207 0.207
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 24
Morning Peak Period ‘To Home’ Trip End Production
Rates by Purpose and Category Table 4
Category Emp/HH Cars/HH Trip Purpose
WTH BTH OTH
1 0 0 0.000 0.000 0.000
2 0 1 0.000 0.054 0.024
3 0 2+ 0.000 0.056 0.033
4 1 0 0.000 0.000 0.000
5 1 1 0.032 0.018 0.007
6 1 2+ 0.038 0.038 0.085
7 2+ 0 0.000 0.000 0.000
8 2+ 1 0.078 0.110 0.000
9 2+ 2+ 0.024 0.100 0.055
For any particular zone the average number of vehicles per household and number of
employees per household were provided in the land use zone files. The proportion of
households in each category was established from the combined probability curves
shown in Figure 12.
4.3.2 Inter Peak Private Trip End Productions
Private car driver trip ends were similarly produced for the inter peak by using TSG
Home Interview Survey (HIS) data. The inter peak period generation was originally
based on trips derived for the seven hours from 9am to 4pm. However, as a parking
analysis was to be undertaken for the 9am to 12pm period this generation was altered
to reflect that part of the inter peak. The seven hour generation rates were factored
back to approximately 41% to reflect the level of traffic occurring in the first three hours
of the inter peak.
The trip rates used are shown in Table 5 and Table 6 below. Generation was carried out
as ‘Home to’ and ‘to Home’ purposes to reflect the tidal movement of trips.
Inter Peak Period ‘Home To’ and NHB Trip End Production
Rates by Purpose and Category Table 5
Category Emp/HH Cars/HH Trip Purpose
HTW HTB HTO NHB-S NHB-L
1 0 0 0.000 0.000 0.000 0.000 0.000
2 0 1 0.003 0.188 0.174 0.161 0.161
3 0 2+ 0.000 0.214 0.282 0.152 0.152
4 1 0 0.000 0.000 0.000 0.000 0.000
5 1 1 0.021 0.090 0.182 0.189 0.189
6 1 2+ 0.027 0.251 0.471 0.489 0.489
7 2+ 0 0.000 0.000 0.000 0.000 0.000
8 2+ 1 0.013 0.041 0.101 0.254 0.254
9 2+ 2+ 0.029 0.192 0.338 0.429 0.429
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 25
Inter Peak Period ‘To Home’ Trip End Production
Rates by Purpose and Category Table 6
Category Emp/HH Cars/HH Trip Purpose
WTH BTH OTH
1 0 0 0.000 0.000 0.000
2 0 1 0.000 0.183 0.089
3 0 2+ 0.016 0.250 0.098
4 1 0 0.000 0.000 0.000
5 1 1 0.041 0.135 0.084
6 1 2+ 0.026 0.296 0.277
7 2+ 0 0.000 0.000 0.000
8 2+ 1 0.017 0.057 0.054
9 2+ 2+ 0.070 0.243 0.193
Note that the resulting three-hour trip matrix is later converted to a one hour matrix
when the total trip matrix is formed by multiplying by 0.330 for the peak hour.
4.3.3 Evening Peak Private Trip End Productions
Private car driver trip ends were similarly produced for the evening peak by using TSG
Home Interview Survey (HIS) data. The evening peak period generation is for the two
hours of trips between 4pm to 6pm. Generation was carried out as ‘Home to’ and ‘to
Home’ purposes to reflect the tidal movement of trips.
Note that the resulting two hour trip matrix is later converted to a one hour matrix when
the total trip matrix is formed by multiplying by 0.500 for the peak hour. The trip rates
used are shown in Table 7 and Table 8 below.
Evening Peak Period ‘Home To’ and NHB Trip End Production
Rates by Purpose and Category Table 7
Category Emp/HH Cars/HH Trip Purpose
HTW HTB HTO NHB-S NHB-L
1 0 0 0.000 0.000 0.000 0.000 0.000
2 0 1 0.000 0.041 0.078 0.065 0.065
3 0 2+ 0.000 0.077 0.100 0.000 0.000
4 1 0 0.000 0.000 0.000 0.000 0.000
5 1 1 0.043 0.066 0.094 0.123 0.123
6 1 2+ 0.034 0.137 0.106 0.242 0.242
7 2+ 0 0.000 0.000 0.000 0.000 0.000
8 2+ 1 0.000 0.049 0.149 0.251 0.251
9 2+ 2+ 0.000 0.167 0.246 0.356 0.356
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 26
Evening Peak Period ‘To Home’ Trip End Production
Rates by Purpose and Category Table 8
Category Emp/HH Cars/HH Trip Purpose
WTH BTH OTH
1 0 0 0.000 0.000 0.000
2 0 1 0.012 0.066 0.143
3 0 2+ 0.046 0.130 0.222
4 1 0 0.000 0.000 0.000
5 1 1 0.128 0.206 0.160
6 1 2+ 0.233 0.293 0.328
7 2+ 0 0.000 0.000 0.000
8 2+ 1 0.355 0.127 0.374
9 2+ 2+ 0.265 0.403 0.408
4.3.4 Period Private Trip Productions
When the above generation rates are applied to the Wingecarribee area household
land use data, a total of 16433 private trips in the AM Peak period, 23687 private trips in
the Inter Peak period and 20046 private trips in the PM Peak period are generated.
These are summarised by purpose in Table 9.
Private Vehicle Trip Productions Table 9
AM
(0700-0900)
Trips
% of AM
Private
Trips
IP
(0900-1200)
Trips
% of IP
Private
Trips
PM
(1600-1800)
Trips
% or PM
Private
Trips
HTW 4960 30.2 288 1.2 274 1.4
WTH 426 2.6 472 2.0 2751 13.7
HTB 2382 14.5 2684 11.3 1574 7.9
BTH 800 4.8 3242 13.7 3577 17.9
HTO 1540 9.4 4636 19.6 1884 9.4
HTS 1540 9.4 - 0.0 - 0.0
OTH 703 4.3 2517 10.6 4196 20.9
NHB-S 2041 12.4 4924 20.8 2895 14.4
NHB-L 2041 12.4 4924 20.8 2895 14.4
Total
Private
Trips
16433 100% 23687 100% 20046 100%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 27
4.3.5 Private Trip End Attractions
The preceding section determined the number of trips being produced by each
household. Those trip ends generated then need to be allocated to destinations. To
do this regression equations were used based upon the land uses available. Without
survey data to derive regression equations specific to the Wingecarribee Shire,
attractions equations have been imported from other studies.
The equations have come from the Camden and Wollondilly Transportation Studies and
have been tuned in the validation process to assist in modelling travel behaviour
specific to the Wingecarribee Study Area.
4.3.5.1 Home Based Trips
The attraction equations used in the AM peak model are as follows:
HTW = 0.251RET + 0.170TOT + 0.637LFT
WTH = 0.251RET + 0.170TOT + 0.637LFT
HTB = 0.036HH + 0.184RET + 0.184FIN + 0.032TOT + 0.467LFT
BTH = 0.036HH + 0.184RET + 0.184FIN + 0.032TOT + 0.467LFT
HTO = 0.011HH + 0.043COM + 0.043MAN
OTH = 0.011HH + 0.043COM + 0.043MAN
HTS = 0.025PRI + 0.025SEC + 0.025TER
The attraction equations used in the Inter peak model are as follows:
HTW = 0.251RET + 0.687TOT + 0.251LFT
WTH = 0.251RET + 0.687TOT + 0.251LFT
HTB = 0.036HH + 0.075TER + 0.191RET + 0.075COM + 0.614LFT
BTH = 0.036HH + 0.075TER + 0.791RET + 0.075COM + 0.614LFT
HTO = 0.071HH + 0.158SEC + 0.158TER + 1.268RET + 0.075COM + 1.585LFT +
20SPE
OTH = 0.071HH + 0.158SEC + 0.158TER + 1.268RET + 0.075MAN + 1.585LFT
The attraction equations used in the PM peak model are as follows:
HTW = 0.251RET + 0.170TOT + 0.314LFT
WTH = 0.251RET + 0.170TOT + 0.314LFT + 2.400SPE
HTB = 0.036HH + 0.184RET + 0.032TOT + 0.230LFT + 2.400SPE
BTH = 0.036HH + 0.184RET + 0.032TOT + 0.230LFT + 2.400SPE
HTO = 1.320HH + 1.540SEC + 1.540RET + 0.92COM + 0.610TOT + 1.925LFT +
2.400SPE
OTH = 1.320HH + 1.930SEC + 1.540RET + 0.92COM + 0.610TOT + 1.925LFT +
2.400SPE
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 28
where:
HH = Households
RET = Retail Employment
FIN = Finance Employment
COM = Community Jobs
MAN = Manufacturing Jobs
TOT = Total Employment
LFT = Large Format Retail
STA = Railway Station Car parks
PRI = Pre-primary/ Primary School Roll
SEC = Secondary School Roll
TER = Tertiary Institution Roll
4.3.5.2 Non-Home Based
Non-home based trips from the category model have been evenly separated into
either long trips (NHB-L) and short trips (NHB-S) with the following attraction equations:
AM Peak
NHB-L = 0.036HH + 0.184SEC + 0.184RET + 0.032TOT + 0.467LFT
NHB-S = 0.036HH + 0.184SEC + 0.184RET + 0.032TOT+ 0.467LFT
Inter Peak
NHB-L = 0.0283HH + 0.0283SEC + 0.0283TER + 0.723RET + 0.075COM +
0.0417TOT + 0.904LFT
NHB-S = 0.0283HH + 0.0283SEC + 0.0283TER + 0.723RET + 0.075COM +
0.0417TOT + 0.904LFT
PM Peak
NHB-L = 0.74HH + 4.66RET + 1.31COM + 5.835LFT
NHB-S = 0.74HH + 4.66RET + 1.31COM + 5.835LFT
Note that for home based trips, (HBW, HBB, HBO) attractions were scaled to equal
productions, with the trip end distribution among the zones being the same as that
generated at each zone by the category model. NHB-L and NHB-S attractions were
also scaled to equal total productions, but the scaled attraction distribution was
accepted for both ends of the trip.
� HTW = Home to Work
� WTH = Work to Home
� HTB = Home to Business
� BTH = Business to Home
� HTO = Home to Other
� OTH = Other to home
� HTS = Home to School
� NHB-L = Non home based long trips
� NHB-S = Non Nome based Short trips
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 29
4.3.6 Goods Vehicle Trips
Light and Heavy Goods Vehicle movements are important components of transport
models. This study has incorporated a general background level of goods vehicle
activity by modelling these trips as two separate purposes.
Regression equations were used to provide both productions and attractions for goods
vehicles. For internal to internal trips it is difficult to determine whether the origin or
destination generates the demand for the trip. Hence the same equation is used to
generate both the productions and attractions.
The LGV and HGV equations are the same as those used in the Illawarra models and
originate from the Christchurch Commercial Vehicle Survey (1993). The equations used
were:
AM Peak
LGV = 0.011HH + 0.521MAN + 0.171TOT
HGV = 0.012HH + 0.016COM + 0.063RET + 0.071MAN + 0.063LFT
Inter Peak
LGV = 0.018HH + 0.401RET + 0.047TOT + 0.401LFT
HGV = 0.0004HH + 0.149RET + 0.047TOT + 0.149LFT
PM Peak
LGV = 0.070HH + 0.528FIN
HGV = 0.015HH + 0.019COM + 0.078RET + 0.088MAN + 0.078LFT
where:
HH = Households
RET = Retail Employment
FIN = Finance Employment
COM = Community Jobs
MAN = Manufacturing Jobs
TOT = Total Employment
LFT = Large Format Retail
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 30
4.3.7 External Trips
For vehicle trips entering or leaving the study area there are 9 external cordon stations
(see Figure 2).
Traffic entering the study area via roads crossing the study area boundary is called
external traffic. External traffic consists of trips travelling through the study area and
traffic generated externally but having an origin or destination within the model area.
4.3.7.1 Through Trips
Through trips are those travelling through the study area, largely those to/from the south
to Sydney via the Hume Highway and those to/from Wollongong via the Illawarra
Highway.
Eppell Olsen and Partners undertook an Origin-Destination survey prior to
commencement of the model development. Four external points to the network were
surveyed:
• Hume Highway north
• Hume Highway south
• Illawarra Highway east of Robertson
• Nowra Road south of Fitsroy Falls
Total traffic counts were also undertaken simultaneously with origin-destination survey in
order to allow for the expansion of the sampled vehicles up to the proportion of total
traffic passing the survey stations. The survey samples were scaled to the volume of
passing traffic and furnessed until a balanced through matrix was obtained for each
model period. It was assumed that little through traffic was present in the traffic stream
for the other external locations.
The traffic volumes modelled are summarised in Table 10, Table 11 and Table 12.
4.3.7.2 Other External Trips
The remaining external traffic is externally generated trips that modelled interactions
between the Study Area and regions outside of the Study Area. The production of those
trips is therefore the external traffic count less those trips that are generated as through
trips.
EXT Productions = 1.0EXT – 1.0THRU where:
EXT = Period Model 24h Hour
THRU = Through trips
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 31
The attraction equations were specific for each modelled period and were as follows:
Inbound AM Peak Attractions = 0.108HH + 0.251RET + 0.251MAN + 0.251OTH +
0.170TOT + 0.377LFT
Outbound AM Peak Attractions = 0.108HH + 0.184RET + 0.032TOT + 0.276LFT
Inbound Inter Peak Attractions = 0.036HH + 0.184RET + 0.032TOT + 0.184LFT
Outbound Inter Peak Attractions = 0.036HH + 0.184RET + 0.032TOT + 0.184LFT
Inbound PM Peak Attractions = 0.036HH + 0.184RET + 0.032TOT + 0.230LFT
Outbound PM Peak Attractions = 0.251RET + 0.170TOT + 0.314LFT
where:
HH = Households
RET = Retail Employment
MAN = Manufacturing Employment
TOT = Total Employment
LFT = Large Format Retail
4.3.7.3 External Trip Flows
The traffic flows used were:
AM Peak External Traffic Counts And Through Trips – 1 Hour Table 10
Zone Description
Inbound Trips Outbound Trips
Traffic
Count
Through
Trips
Other
Trips
Traffic
Count
Through
Trips
Other
Trips
362 Old Hume Highway 9 0 9 11 0 11
363 Wilson Dr 13 0 13 17 0 17
364 Wombeyan Caves Rd 0 0 0 0 0 0
365 Hume Highway Sth 587 466 121 743 449 294
366 Tallong Rd 0 0 0 0 0 0
367 Moss Vale Rd 136 117 19 73 37 36
368 Jamberoo Rd 29 26 3 34 24 10
369 Illawarra Highway 104 92 12 122 80 42
370 Freeway 974 436 538 1413 547 866
ALL EXTERNAL STATIONS 1852 1137 715 2413 1137 1276
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 32
Inter Peak External Traffic Counts And Through Trips – 1 Hour Table 11
Zone Description
Inbound Trips Outbound Trips
Traffic
Count
Through
Trips
Other
Trips
Traffic
Count
Through
Trips
Other
Trips
362 Old Hume Highway 7 0 7 7 0 7
363 Wilson Dr 10 0 10 10 0 10
364 Wombeyan Caves Rd 0 0 0 0 0 0
365 Hume Highway Sth 707 480 227 823 573 250
366 Tallong Rd 0 0 0 0 0 0
367 Moss Vale Rd 113 85 28 96 65 31
368 Jamberoo Rd 24 22 2 24 22 2
369 Illawarra Highway 86 77 9 88 76 12
370 Freeway 1054 574 480 1021 502 519
ALL EXTERNAL STATIONS 2001 1238 763 2069 1238 831
PM Peak External Traffic Counts And Through Trips – 1 Hour Table 12
Zone Description
Inbound Trips Outbound Trips
Traffic
Count
Through
Trips
Other
Trips
Traffic
Count
Through
Trips
Other
Trips
362 Old Hume Highway 13 0 13 11 0 11
363 Wilson Dr 20 0 20 16 0 16
364 Wombeyan Caves Rd 0 0 0 0 0 0
365 Hume Highway Sth 917 556 361 915 625 290
366 Tallong Rd 0 0 0 0 0 0
367 Moss Vale Rd 91 47 44 145 116 29
368 Jamberoo Rd 30 12 18 34 22 12
369 Illawarra Highway 110 45 65 123 82 41
370 Freeway 1867 711 1156 1234 526 708
ALL EXTERNAL STATIONS 3048 1371 1677 2478 1371 1107
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 33
4.4 Total Trip End Generation
Total trip productions are summarised in Table 13, Table 14 and Table 15. These are
based on the relationships given in the preceding sections. While trips stated in the
tables below are summarised hourly, private trips are generated and distributed for
longer periods and factored to one hour immediately prior to assignment. The factors
applied are reported earlier in this section.
Total AM Peak (8-9am) Trip Matrix Table 13
Internal Trips External Trips
Private 10178 Through 1137
LGV 2068 Other External 1991
HGV 372
Total Internal 12618 Total External 3128
TOTAL TRIPS 15746
Total Inter Peak (11am-12pm) Trip Matrix Table 14
Internal Trips External Trips
Private 8268 Through 1238
LGV 870 Other External 1608
HGV 428
Total Internal 9566 Total External 2846
TOTAL TRIPS 12412
Total PM Peak (5-6PM) Trip Matrix Table 15
Internal Trips External Trips
Private 10022 Through 1371
LGV 1175 Other External 2784
HGV 386
Total Internal 11583 Total External 4155
TOTAL TRIPS 15738
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 34
5 TRIP DISTRIBUTION AND THE COSTS OF TRAVEL
5.1 The Gravity Distribution Model
The gravity model form chosen for this work was
Tij = Pi.Ki Aj.Li f(cij)
Subject to the double constraints of
Ki = Pi
Σj Tij Lj = Aj
Σj Tij
Where:
Tij = Trips between zones i and j
Pi = Productions at zone i
Aj = Attractions at zone j
f(cij) = Function of the travel cost between zones i and j
Ki Lj = Balancing factors
The balancing factors are successively applied until there is convergence. Some 50
iterations were used, and all purposes converged so that there was no difference
between iterations to five decimal places.
The derivation of Pi and Aj has been discussed earlier. This section will deal with the
distribution function f(cij) and the costs of travel.
5.2 The Distribution Function
Trip distribution is time-only based. A time-based distribution was found to give a better
fit than using a generalised cost derived from both time and distance costs.
The time only distribution function can be approximated to an exponential line of the
form:
f(cij) = e-αtij
Where: f(cij) = function of time only cost of travel between zone i and zone j
tij = time between zone i and zone j
α = exponent
The distribution function values used (α) are shown in Table 16. These values have been
imported directly from the Hawes Bay Transportation study without any fine tuning. It
should be noted that the alpha values are the same for ‘from home’ and ‘to home’
purposes.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 35
Time Based Distribution Function Exponents Table 16
Trip Purpose Morning Peak Inter Peak Evening Peak
Home Based Work 0.18 0.18 0.18
Home Based School 0.64 - -
Home Based Business 0.24 0.24 0.24
Home Based Other 0.24 0.24 0.24
Non Home Based -Long 0.24 0.24 0.24
Non Home Based - Short 0.38 0.38 0.38
Light Goods Vehicles 0.24 0.24 0.24
Heavy Goods Vehicles 0.11 0.11 0.11
Externals Inbound 0.12 0.18 0.13
Externals Outbound 0.12 0.18 0.13
As mentioned in the Trip Generation section of this report, the Non Home Based trips
have been split such that 50% are “short” trips and 50% are “long” trips. By applying a
larger exponent to the Non-Home Based Short trip purpose the trip lengths are
shortened. These represent trips of a similar length to Home Based School trips whereas
the Non Home Based Long trip lengths are akin to Home Based Business and Home
Based Other trips.
Trip length frequency analysis for the total number of trips has been undertaken for
each period with results shown in the following Figure 13 to Figure 15.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 36
Wingecarribee Shire Council
AM Peak Trip Length Frequencies Figure 13
Gabites Porter
Time Distribution
0
2
4
6
8
10
12
14
0 5 10 15 20 25 30 35 40 45 50 55 60
Time (min)
%
Distance Distribution
0
2
4
6
8
10
12
14
16
18
20
22
24
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80
Distance (km)
%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 37
Wingecarribee Shire Council
Inter Peak Trip Length Frequencies Figure 14
Gabites Porter
Time Distribution
0
2
4
6
8
10
12
14
0 5 10 15 20 25 30 35 40 45 50 55 60
Time (min)
%
Distance Distribution
0
2
4
6
8
10
12
14
16
18
20
22
24
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80
Distance (km)
%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 38
Wingecarribee Shire Council
PM Peak Trip Length Frequencies Figure 15
Gabites Porter
Time Distribution
0
2
4
6
8
10
12
14
0 5 10 15 20 25 30 35 40 45 50 55 60
Time (min)
%
Distance Distribution
0
2
4
6
8
10
12
14
16
18
20
22
24
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80
Distance (km)
%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 39
6 THE PARKING MODEL
6.1 Central Area Logistics Model (CALM)
For the morning and shopping period models a more detailed analysis of the central
area parking was undertaken. Hence, a redistribution of trips to parking location was
used within the CBD after the gravity distribution.
The Central Area Logistics Model takes the total trips coming into the CBD and
redistributes the trips to the closest available parking space to the trip destination.
‘Closest’ is defined as the least cost including parking charges and the walking time
from parking place to destination1. If a park is not available in the zone required, then
circulating trips are generated to the nearest park taking into account the walk back
time. The resulting circulation trips are added to the full trip matrix before assignment.
The trips are loaded in slices by purpose. As the analysis period progresses the model
keeps count of the number of available spaces of each park-type and updates that
information.
6.2 Trip Purpose and Parking Durations
All trip purpose matrices from the distribution phase have been allocated to central
area parking spaces. Some trip purpose matrices have been divided to better
represent the behaviour characteristics of thing such as designated employee parking
and duration of stay. These variations and the model parameters are summarised
below.
Nominal Analysis Period 20 min
% of trip matrix loaded per iteration 16.7%
Number of parking categories 32
A summary of parking trip purposes is shown in Table 17 for the Morning and Inter Peak.
Trip Types are as follows:
Morning Peak Parking Model Variables Table 17
Perceived Costs Average
Duration
Work Trip
Type
Outbound
Time
(c/min)
Dist
(c/km)
Create a
space
HBW (Employee parks 240
min Duration)
6.10 7.63 240 Y Y
HBW+HHB+HBO+NHB+EX
(120min Duration)
8.76 7.63 120 N Y
HBW+HHB+HBO+NHB+EX
(60min Duration)
10.83 7.63 60 N Y
HBO+NHB (30min Duration) 14.83 7.63 30 N Y
NHB (15min Duration) 14.83 7.63 15 N Y
1 Walkng speeds are modelled at 4.5km/hr
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 40
6.3 The Parking File
The parking file for the CBD zones was set up from the surveyed inventory and costs of
parking. This parking split up is shown in Table 18. The parking inventory is shown in
Section 6.4.
Parking Categories and Charges Table 18
Cost of Parking (cents)
Time (Minutes) 15 30 60 120 180 240 480
On Street
P15 0 9999
P30 0 0 9999
P60 0 0 0 9999
P120 0 0 0 0 9999
P180 0 0 0 0 0 9999
All Day Free 0 0 0 0 0 0 9999
Off Street
P15 0 9999
P60 0 0 0 9999
P120 0 0 0 0 9999
All Day Free 0 0 0 0 0 0 9999
P180 Customer 0 0 0 0 0 10 9999
P120 Customer 0 0 0 0 10 10 9999
Lease 0 0 0 0 0 0 9999
Employee 0 0 0 0 0 0 9999
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 41
6.4 The Parking Inventory
The parking inventory for the CBD zones was set up from the survey of total CBD parking
inventory undertaken in March 2005 in Bowral, Mittagong, Moss Vale and Bundanoon.
An additional survey was undertaken in Moss Vale in 2008. This inventory is shown in
Table 19. The parking validation is discussed in Section 9.5.
Parking Inventory Table 19
Zone
Parking Type
P15 P30 P60 P120
Free
All
Day
Off15 Off60 Off120 Off All
Day
3Hr
Cust
2Hr
Cust Lease Emp Total
1 22 19 35 76
2 9 9
3 25 25
4 5 40 11 56
5 9 118 127
6 6 139 145
7 3 25 28
8 40 5 45
9 6 6 22 34
10 37 39 76
11 18 12 30
12 30 4 34
13 33 246 279
14 36 36
15 129 129
16 10 23 33
17 8 8 70 86
18 20 20
19 34 34
20 5 56 61
21 5 5 52 62
22 34 34
23 24 24
24 29 109 233 371
25 4 38 50 92
26 29 99 128
27 12 3 15
28 7 50 57
29 24 9 123 156
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 42
Parking Inventory Table 19
Zone
Parking Type
P15 P30 P60 P120
Free
All
Day
Off15 Off60 Off120 Off All
Day
3Hr
Cust
2Hr
Cust Lease Emp Total
30 20 20
31 8 26 34
32 53 53
33 61 61
34 0
35 0
36 0
37 4 45 49
38 33 47 80
39 54 54
40 30 30
41 20 20
42 13 25 56 94
43 3 53 56
44 7 41 26 15 89
45 62 40 102
46 15 15
47 13 13
48 6 30 36
49 5 60 66 131
50 15 6 8 29
51 24 24
52 12 32 53 97
53 3 3
54 6 30 36
55 2 9 5 16
56 9 45 42 96
57 28 28
58 2 6 42 50
59 8 59 67
60 9 21 24 54
61 15 10 50 75
62 0
63 0
64 0
65 39 39
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 43
Parking Inventory Table 19
Zone
Parking Type
P15 P30 P60 P120
Free
All
Day
Off15 Off60 Off120 Off All
Day
3Hr
Cust
2Hr
Cust Lease Emp Total
66 28 15 12 55
67 13 4 6 23
68 39 150 189
69 3 5 85 10 103
70 132 132
71 3 8 23 44 78
72 12 36 68 116
73 18 13 18 92 32 15 188
74 22 22
75 0
76 0
77 0
78 15 15
79 51 8 4 63
80 15 5 20
81 50 8 58
82 13 20 33
83 32 50 82
84 3 14 17
85 24 3 27
86 11 5 16
87 50 21 71
88 0
89 67 67
90
91
92 64 30 94
93 34 6 60 100
94 17 12 29
95 10 10
96 43 41 45 129
97 76 45 121
98 18 82 32 13 145
99 6 27 38 71
100 29 135 164
Total 32 24 616 68 1407 5 18 466 1248 212 1956 0 27 6079
The locations of the parking zones are displayed in Figure 16 to Figure 20 for each of the
towns. The CALM parking data files are attached in Appendix Three.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 44
Wingecarribee Shire
Council Bowral Parking Zones Figure 16
Gabites Porter
29
34
4
1
2
356
7
89
10 11
12131415
16
17 19
18 20 2122
24
23
25
2627
3031
32
33
KIR
KH
AM
RD
OXLEY HILL RD BOWRAL ST
KA
NG
AL
OO
N R
D
SH
EF
FIE
LD
ST
MIT
TA
GO
NG
RD
MOUNT RD
VICTORIA ST
BO
NG
BO
NG
ST
FOREST L
SHERWOOD AV
BE
ND
OO
LE
Y S
T
ST
AT
ION
ST
WA
LK
ER
ST
MO
SS
VA
LE
RD
WARENDA ST
ASCOT RDMARTHA STB
ELM
OR
E S
T
SH
OR
T S
T
SHEPHERD STBOOLWEY ST
BANYETTE ST
ED
WA
RD
ST
BUNDAROO ST
KEY
Parking Zones 9
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 45
Wingecarribee Shire
Council Mittagong Parking Zones Figure 17
Gabites Porter
40
41
3738
3942
43 44
45
47 4849
5051
52
53
54
55
56
57
58
59
60
61
ALFRED ST
HE
LE
NA
ST
LO
UIS
A S
T
PIO
NE
ER
ST
BE
SS
EM
ER
ST
QU
EE
N S
T
VIC
TO
RIA
ST
ALIC
E S
T
OLD HUME HWY
EDWARD L
LEOPOLD ST
LEOPOLD LARTHUR ST
ERNEST ST
FIT
ZR
OY
ST
ALBERT L
RAILWAY CR
PARK ST ALB
ION
ST
RAILWAY PDE
PARK L
CH
UR
CH
LREGENT L
BOWRAL RD
ST
AN
LE
Y S
T
OX
LE
Y D
R
VERNON ST
RA
NG
E R
D
WAVERLEY PDE
OX
FO
RD
ST
BOURNE CLTYNDALL ST
DE
VO
N S
T
MURCHISON ST
SPENCER ST
KEY
Parking Zones 9
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 46
Wingecarribee Shire
Council Moss Vale Parking Zones Figure 18
Gabites Porter
66
6567
68 69
70
71
72
73
74
CHAPMAN ST
TH
RO
SB
Y S
T
SU
TT
OR
RD
MCCLEERY AV
ILLAWARRA HWY
GA
RR
ET
T S
T
LA
CK
EY
RD
INNES RD
VALETTA ST
DONKIN AV
FARMERS PL
WA
ITE
ST
AR
TH
UR
ST
QUEEN ST
KIR
KH
AM
ST
MACK STSPRING ST
KEY
Parking Zones 9
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 47
Wingecarribee Shire
Council Moss Vale Parking Zones Figure 19
Gabites Porter
KEY
Parking Zones 9
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 48
Wingecarribee Shire
Council Bundanoon Parking Zones Figure 20
Gabites Porter
80
81
7879 82
83
84 85
86
87 88
89
NERRIM ST
ELL
SM
OR
E R
D BIN
DA
R C
RCUR
RIN
GA P
L
BARNETT AVOLD WINGELLO RD
HIL
L S
T
RAILWAY AV
EBURY ST
MA
NG
OLD
L
BURGESS ST
VIEWLAND ST
AM
Y S
T
OSBORN AVV
ICT
OR
IA S
T
OS
BO
RN
E S
T
PENROSE RD
CH
UR
CH
ST
PAN
ORAM
A R
D
GOVERNORS ST
GU
LLIE
S R
D
KEY
Parking Zones 9
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 49
7 TRIP ASSIGNMENT
7.1 General
An incremental assignment procedure was followed using multiple iterations and a
loading profile for the AM, Inter peak and PM Peak periods are shown in Table 20, Table
21 and Table 22 respectively.
The profiles were developed based on the count data supplied by Wingecarribee Shire
Council. This data was collected in 15 minute intervals allowing an incremented
loading profile to be developed from the aggregated data.
AM Peak Assignment Parameters Table 20
Assignment
Increment
% Trip Matrix
Loaded
Load Profiles % of
Hourly Flow Rate
Steady State Time
Period (Minutes)
Perceived
Assignment Costs
1 12
2 12 23.44 20.51
3 12 c/min c/km
4 12
5 12
6 6.5 66.5 15
7 6.5
8 6.7 79.7 15
9 4.5
10 4.6
11 4.5 93.3 15
12 3.4
13 3.3 100.0 15
Inter Peak Assignment Parameters Table 21
Assignment
Increment
% Trip Matrix
Loaded
Load Profiles % of
Hourly Flow Rate
Steady State Time
Period (Minutes)
Perceived
Assignment Costs
1 12
2 12 23.44 20.51
3 12 c/min c/km
4 12
5 12
6 12
7 12
8 5.6
9 2.2 91.8 15
10 2.6 94.4 15
11 2.7
12 1.5 98.6 15
13 1.4 100.0 15
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 50
PM Peak Assignment Parameters Table 22
Assignment
Increment
% Trip Matrix
Loaded
Load Profiles % of
Hourly Flow Rate
Steady State Time
Period (Minutes)
Perceived
Assignment Costs
1 12
2 12 23.44 20.51
3 12 c/min c/km
4 12
5 12
6 10.5 70.5 15
7 4.4
8 4.4
9 4.3 83.6 15
10 4.5
11 4.5
12 4.5 97.1 15
13 1.5
14 1.4 100 15
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 51
7.2 Network Links
Travel Journey times were established by a combination of link times and delays at
intersections. The simplest form of calculating journey times in the 1960's and 70's was
where all delay (link and intersection) was attributed to a link. Volume/delay
relationships were derived for various types of road. Selection of the appropriate curve
was made on the basis of a number of variables that physically describe the road.
Results from more recent surveys have allowed link only delays to be empirically
separated from intersection delays. The volume delay relationships used in this study
were for delays on links only and were based on those analytically derived by
Akcelik:(1991) using a time dependent Davidson model. As a result, these curves give
‘link only’ delays, allowing intersection delays to be separately calculated. The JA
parameter, or friction factor, in Akcelik's equation for travel time was set for each link
type so that Vcapacity/Vfree flow varied as per Akcelik’s latest aaSIDRA analysis. This is
consistent with standard traffic theory and Fisk's behavioural model and matches the
data collected in Wellington.
Each link in the network is given a volume delay curve depending of the speed limit,
function and characteristic of the road the link represents. A steady state period of one
hour was used.
Akcelik's formula is:
t = tO { 1 + 0.25 rf [(x - 1) + ((x-1)2 + (8JAx) / (Qtorf))1/2]} Where:
t = travel time per unit distance (e.g., secs/km)
to = minimum (zero flow) travel time per unit distance (e.g., secs/km)
JA = delay (side friction, level-of-service(LOS)) parameter
x = q/Q = degree of saturation
q = demand (arrival) flow rate (veh/sec)
Q = capacity (veh/sec) per lane
rf = ratio of flow period Tf, to minimum travel time to
Twenty curves were developed with free flow times at 5km/hr intervals. The capacities
and JA values used for each curve are given below. Curve number 1 is a flat line for a
centroid connector. The resulting volume/delay curves used for this study are shown in
Figure 21. Each link in the network was allocated a curve from an assessment of the
free flow speed, its capacity and the environmental conditions of the link.
. The numbers loosely follow the free flow speed on a link where:
5 = 50 km/hr free flow speed
6 = 60 km/hr free flow speed
Where 10 is added to the link type it represents the free flow speed plus 5 km/hr, i.e.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 52
16 = 65 km/hr free flow speed
New future links should be coded by assessing the environment in which the link will
operate, and choosing a curve with an appropriate free flow speed and capacity,
given the way in which link with a similar curve operate under current traffic condition.
During evaluation of a project it would be useful to test the sensitivity of the choice of
curves on traffic flows, and benefits.
Link Types Table 23
Speed (kph) Capacity
(vph)
Free Flow
Time (t0) min/km Ja Link Type
10 2500 2.00 Type 1
20 900 3.00 10.55 Type 2
30 1100 2.00 5.20 Type 3
40 1300 1.50 3.00 Type 4
50 1500 1.20 1.90 Type 5
60 1600 1.00 1.25 Type 6
70 1700 0.86 0.84 Type 7
80 1900 0.75 0.54 Type 8
90 2000 0.67 0.34 Type 9
100 2200 0.60 0.20 Type 10
110 2400 0.55 0.13 Type 11
25 1000 2.40 7.10 Type 12
35 1200 1.71 3.90 Type 13
45 1400 1.33 2.35 Type 14
55 1500 1.09 1.52 Type 15
65 1600 0.92 1.02 Type 16
75 1800 0.80 0.67 Type 17
85 2000 0.71 0.44 Type 18
95 2200 0.63 0.26 Type 19
105 2300 0.57 0.16 Type 20
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report P
age 53
Gabite
s P
orte
r
Win
gecarrib
ee S
hire
Cou
ncil
Vo
lum
e D
ela
y C
urv
es
Fig
ure
21
0.00
1.00
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
10.00
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400
Type 1
Type 2
Type 12
Type 3
Type 13
Type 4
Type 14
Type 5
Type 15
Type 6
Type 16
Type 7
Type 17
Type 8
Type 18
Type 9
Type 19
Type 10
Type 20
Type 11
Min
ute
s p
er
Kil
om
etr
e
Vehicles per hour per lane
Minutes p
er k
ilometre
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 54
7.3 Network Intersections
7.3.1 Priority Intersections
Delays at priority intersections are calculated at the movement level. That is, left, right
and through movements on all legs have delays calculated specifically.
The approach lanes at each intersection are coded to be consistent with lane markings
and traffic behaviour. From the intersection geometry, determined from the link
coordinates, the opposing traffic flows are calculated.
The way each lane type was treated came from the publication titled, “Performance
Analysis of Priority Intersections - A Practitioner’s Guide” by Gabites Porter: (1991).
The delays were determined by a queuing theory model. The queuing theory
formulation adopted is that described by Fisk:(1989) which uses an M/M/1 model
(indicates a queuing system with negative exponential distributions for arrival headway
and service times, with one service channel) and a coordinate transformation
approximation to allow for over saturated conditions.
The formulation is:
d = r/µ (1 - r) steady state conditions, r<1
(r - 1) t/2 deterministic conditions, r>1
Where: r = q2 / µ
t = duration of time period over which a steady state is
assumed
q1 = major road flow rate
q2 = minor road flow rate, always defined as approach being
delayed
t = critical gap
b = move-up time for minor road traffic.
µ = mean service rate
r = traffic intensity
Fisk shows that the delay equation can be written:-
when the coordinate transform is included and this formulation is used in the
assignment model.
bq
tq
e
eq1
1
1
1
−
−
−=µ
µµ
µµµµµ 1
4
822 2
++−++−+−
=trtrttrt )()(
d
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 55
The following critical gaps and move-up times were used:
Critical gap and move up time values Table 24
Lane Type Critical Gap (sec) Move-up Time (sec)
Left turn-non-priority 5.18 3.0
Left turn-priority 5.18 3.0
Through/Right-non-priority 5.18 3.0
Through/Right-priority 5.18 3.0
Merge 1.5 1.6
Roundabout 4.0 2.5
Bottleneck 1.5 16
These are default values and can be overwritten for specific intersections where
necessary. However, all priority intersections use default values for this particular model.
These defaults are compatible with standard gap and move-up times for general
priority intersections as detailed in AustRoads Part 5 – Intersections at Grade. Where a
priority intersection operates outside the default settings or a detailed analysis of the
intersection is required, it should either have it’s individual settings revised or a detailed
aaSIDRA should be undertaken separately.
Other parameters used include:
Tracking Headway 1.2 seconds
Lane Sharing Convergence Parameter 0.01
Number of external iterations 50
Number of internal iterations 200
(lane sharing algorithm)
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 56
7.3.2 Signalised Intersections
Movement using the formulations in ARR123, including eqn 6.4, 6.3 and 6.1 shown
below, calculates delays at signalised intersections. While ARR123 is the basis for SIDRA
it does not give exactly the same results, especially for the more recent versions of
SIDRA.
A general formula for the average delay per vehicle, d (in seconds) is
d = D/q eqn (6.4)
D = total delay (veh/hr/hr)
q = flow rate (veh/s)
D = eqn (6.3) Where:
qc = average number of arrivals in vehicles/cycle
q = flow (veh/sec)
c = cycle time (sec)
u = green time ratios = g/c
y = flow ratio = q/s
s = saturation flow (veh/sec)
No = average overflow queue (vehicles)
x = q/Q = degree of saturation
eqn (6.1)
Where:
Q = capacity (veh/hr)
Tf = flow period (hours)
z = x - 1
xo = degree of saturation below which the average overflow queue
is approximately zero = 0.67 + sg/600
Signalised intersections were modelled specifically and each required a SIDRA input
data file.
7.3.3 Geometric Delays
The delays calculated above are the stopped delays for vehicles. As vehicle
decelerate to stop or negotiate a corner a geometric delay is encountered. The
geometric delay is calculated from the formulations in Gabites Porter: (1991).
qc(1-u)2
2(1-y) +N0x
≤
>
−++
=
0
0
f
02f
0
xx0
xxQT
)xx(12zz
4
QT
N
for
for
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 57
8 MODEL CONVERGENCE
8.1 Assignment and Distribution Loop
Time and distance matrices are required as inputs for trip distribution. As assigning the
trips to the network generates these matrices, after each assignment the trip distribution
needs to be re-run and the trips re-assigned until the time and distances matrices
converge.
In the assignment and distribution steps are run iteratively until the totals of both the
time and distance matrices between successive runs remain close to each other and
relatively constant.
The totals for the time and distance matrices for successive runs are shown below in
Table 25 where:
TVM = Total Vehicle Minutes
TVK = Total Vehicle Kilometres
Model Convergence Results Table 25
PERIOD AM Peak
Kilometres
AM Peak
Minutes
Inter Peak
Kilometres
Inter Peak
Minutes
PM Peak
Kilometres
PM Peak
Minutes
Previous Run 209178 186697 181783 154891 237058 204082
Final Run 209149 186728 181769 154931 237022 204050
Difference 29 -30 14 -39 35 32
% Difference 0.001% 0.016% 0.008% 0.025% 0.015% 0.016%
The percentage change in generalised user cost between consecutive loops should be
less than 1% but Gabites Porter prefers to have this set to 0.1%. As the total vehicle
minutes and total vehicle kilometres are not changing between runs, absolute
convergence has successfully been achieved.
When validating the model it is difficult to get a long series of runs prior to convergence
because of the continual changing of the model components to get a better fit, even
though these changes were often small. In general the model re-converged after two
or three iterations. The periods were then run several times after convergence and
remained stable.
For any model, if the network is heavily congested, convergence may not occur.
Although the network is currently stable, when any changes are made to the network
(e.g. option testing or land use), then convergence must be checked to ensure the
network is still stable. In the unlikely event of the network not stabilising, modifications
will have to be made to the network so that it will converge. These modifications should
then be incorporated into the option or year being tested.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 58
9 MODEL VALIDATION
9.1 General
Validation is a process whereby the model structure is calibrated to best replicate
actual travel patterns and traffic flows in 2006. The trueness of the model is compared,
by statistical means, to the available traffic data at the time of building the model.
Gabites Porter has also relied on available counts within the study area taken between
2002 and 2008.
While making considerations for seasonal effects, available counts or estimates are
assumed to be fair representation of ‘average’ daily traffic flow; therefore all data prior
to 2006 are factored up by a general annual growth rate of 2.5% to update them to
2006 figures.2 In time Gabites Porter had sufficient traffic information to validate the
model against actual travel times and actual/estimated traffic counts on critical links
and intersections.
While validating the model, Gabites Porter has given the “actual” traffic data and the
means of obtaining that information considerable benefits of doubt − we are aware
that the term “actual” is merely a representation of observed values taken over a
period of time, while human proneness to error in data gathering should not be
underestimated.
This report outlines the validation processes and results of these following network forms:
• Traffic flows on screenlines and selected intersections based on actual traffic
counts and estimates, and
• Link types based on the travel time survey conducted specifically for this study.
9.2 Network Validation
Screenlines were created from assorted counts in each of the main towns in the study
area and other assorted counts in the surrounding rural area to capture the major
traffic patterns occurring in Wingecarribee. Each Screenline contains a number of
traffic counts that are then compared to the modelled flows to check that the model is
representing the observed traffic flows realistically. The CORDON program, part of the
TRACKS suite, is used to compare the modelled traffic volumes against actual traffic
counts.
It is intended that the sum of the traffic at each cordon or screenline must closely
match the observed totals. It is preferred that each individual link within a cordon
closely matches the counts but this is less likely. Individual links are more affected by
local conditions such as:
1. Speed and capacity (link specific)
2. Intersection delays
3. Zone Centroid locations
4. Special generators (near specific link)
5. Local network configuration
2 The annual growth factor of 2.5% has been calibrated from available count data between
2002 and 2005 including the local count sites in the study area.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 59
om
omGEH
+
−=
2)(2
In some situations these factors cannot be avoided and must be considered when
assessing individual link comparisons. Where the traffic volume on a link is low it does
not take a very big difference between counted and modelled flows to show a large
percentage difference. Where traffic flows are low the significance of the link and the
absolute volume difference must be considered.
9.2.1 Measures of Validity
Flow comparisons are tested using a number of statistical measures. Traffic counts were
grouped into screenlines, and the following measures calculated.
• Comparisons of individual links;
• Comparisons of total trips over each screenline;
• Percentage difference; and statistical measures such as
• Correlation coefficient;
• % Root mean square, and
• GEH.
The correlation coefficient is a first order measure of the co-relation, using the formula:
Px,y =
The GEH is a form of the Chi-squared statistic that incorporates both relative and
absolute errors. It is designed to be more tolerant of the large percentage differences
in lower flows. The form of the statistic is:
Where m is the modelled flow and o is the observed count.
The validation criteria used for this model were the Land Transport NZ Project Evaluation
Manual (PEM) guidelines. These were chosen because the consultants were unable to
find model validation guidelines specific to Australia in a literature search of the subject.
Various previous model developments have used criteria from New Zealand and the UK
in lieu of Australian Criteria.
To that end the consultants have relied on the PEM criteria to provide guidance in the
validation of the model but have also indicated the model’s level of validation to the
UK criteria provided by the UK Design Manual for Roads and Bridges – Traffic Appraisal
in Urban Areas Assignment Validation Acceptability Guidelines.
The Land Transport NZ Project Evaluation Manual (PEM) guidelines for overall validation
are summarised in Table 26. The PEM looks for major link volumes (i.e. those carrying
more than 30,000 VPD) to be within 20% of observed values and that the error tolerance
for links with lower volumes is greater. As a matter of principle, screenline and individual
count validation for this study should not exceed the guidelines expressed in the PEM.
Σ (xi – xi) (yi – yi)
σx σy
1
n
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 60
Model Traffic Flow Validation Guidelines Table 26
Screenline Totals
Traffic Flow ± 10%
Correlation Coefficient >0.85 generally
>0.95 preferred
GEH <4 in most instances
GEH on Counts <5 <7 <10 <12
(modified for 1hr flows only)
60% 80% 95% 100%
Total Counts
% RMS <30 generally
The UK Design Manual criteria are described as follows for greater than 85% of links:
1. For flows <700 Vehicles per hour = ± 100 Vehicles per hour
2. For flows 700-2700 Vehicles per hour = ± 15%
3. For flows >2700 Vehicles per hour = ± 400 Vehicles per hour
4. GEH <5
9.2.2 Screenline Validation Results
Based on the PEM model fitness guidelines in Table 26, this report is convinced that the
modelled traffic flows closely replicate actual counts for all designated screenlines
during the morning peak, inter peak and evening peak.
The validation statistics for each cordon are summarised in Table 27, Table 28 and Table
29 for the morning peak, inter peak and evening peak respectively. Scatterplots of total
counts for each period are shown in Figure 22 and Figure 23 at the end of this sub-
section.
CORDON, as part of the TRACKS suite, was used to execute the screenline validation
process. The output files produced by CORDON is attached as Appendix Four.
An exact correlation between the modelled flows and count data was not possible
due to the different years the counts were taken from. Even though an expansion of the
counts was performed to reflect general traffic growth throughout the shire, this
expansion could not take account of the changes in the physical network that have
occurred. Changes to Station Rd, Bong Bong St, the construction of Boardman Rd
extension to Old South Rd and the development of the Bowral East housing
development after the counts were taken could not be replicated with the existing
2006 network.
It should be noted that the Boardman Rd extension was included in the base model
validation network and will also be included in any future analysis that relates to the
current 2006 network.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 61
AM Peak Network Validation Table 27
Screenline 1 – Bowral
Count 5447
Volume 5228
Change -219
% 96
Correlation Coefficient 0.992
GEH Total 3.0
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 92.9 100 100 100
Screenline 2 – Mittagong
Count 2211
Volume 2246
Change 35
% 102
Correlation Coefficient 0.912
GEH Total 0.7
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 80.0 100 100 100
Screenline 3 – Moss Vale
Count 11006
Volume 11402
Change 396
% 104
Correlation Coefficient 0.999
GEH Total 3.7
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 100 100 100 100
Screenline 4 – Misc
Count 1367
Volume 1304
Change -63
% 95
Correlation Coefficient 0.993
GEH Total 1.7
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 100 100 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 62
Table 27 Continued
All Counts
Count 20031
Volume 20180
Change 149
% 101
Correlation Coefficient 0.996
%RMS 11.36
GEH Total 1.1
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 93 100 100 100
UK Criteria
For flows <700 vph = ± 100 vph 98%
For flows 700-2700 vph = ± 15% 100%
For flows >2700 vph = ± 400 vph N/A
GEH <5 93.8%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 63
Inter Peak Network Validation Table 28
Screenline 1 – Bowral
Count 4007
Volume 4190
Change 183
% 105
Correlation Coefficient 0.979
GEH Total 2.9
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 78.6 92.9 100 100
Screenline 2 – Mittagong
Count 1530
Volume 1533
Change 3
% 100
Correlation Coefficient 0.961
GEH Total 0.1
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 100 100 100 100
Screenline 3 – Moss Vale
Count 1331
Volume 1224
Change -107
% 92
Correlation Coefficient 0.928
GEH Total 3.0
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 88.9 100 100 100
Screenline 4 - Misc
Count 952
Volume 907
Change -45
% 95
Correlation Coefficient 0.972
GEH Total 1.5
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 100 100 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 64
Table 28 Continued
All Counts
Count 7820
Volume 7854
Change 34
% 100
Correlation Coefficient 0.978
%RMS 27.39
GEH Total 0.4
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 91.7 97.9 100 100
UK Criteria
For flows <700 vph = ± 100 vph 88%
For flows 700-2700 vph = ± 15% 100%
For flows >2700 vph = ± 400 vph N/A
GEH <5 87.5%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 65
PM Peak Network Validation Table 29
Screenline 1 – Bowral
Count 5192
Volume 5206
Change 14
% 100
Correlation Coefficient 0.983
GEH Total 0.2
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 92.9 100 100 100
Screenline 2 – Mittagong
Count 2148
Volume 2257
Change 109
% 105
Correlation Coefficient 0.957
GEH Total 2.3
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 100 100 100 100
Screenline 3 – Moss Vale
Count 9947
Volume 10078
Change 131
% 101
Correlation Coefficient 0.996
GEH Total 1.3
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 94.4 100 100 100
Screenline 4 – Misc
Count 1465
Volume 1333
Change -132
% 91
Correlation Coefficient 0.992
GEH Total 3.5
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 100 100 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 66
Table 29 Continued
All Counts
Count 18588
Volume 18874
Change 286
% 102
Correlation Coefficient 0.993
%RMS 13.70
GEH Total 2.1
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 96.5 100 100 100
UK Criteria
For flows <700 vph = ± 100 vph 98%
For flows 700-2700 vph = ± 15% 100%
For flows >2700 vph = ± 400 vph N/A
GEH <5 91.7%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 67
Wingecarribee Shire Council Scatterplots of All 2006 Counts for Morning Peak
and Inter Peak Figure 22
Gabites Porter
AM Peak
R2 = 0.991
0
200
400
600
800
1000
1200
1400
0 200 400 600 800 1000 1200 1400
Count
Mo
del
Off Peak
R2 = 0.9555
0
200
400
600
800
1000
1200
1400
0 200 400 600 800 1000 1200 1400
Count
Mo
del
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 68
Wingecarribee Shire Council
Scatterplots of All 2006 Counts for Evening Peak Figure 23
Gabites Porter
PM Peak
R2 = 0.9861
0
200
400
600
800
1000
1200
1400
0 200 400 600 800 1000 1200 1400
Count
Mo
del
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 69
9.2.3 24Hr Factored Model Results
As indicated in the introduction to the report, a 24hr model was not created using the
same generation, attraction and assignment model the three main period models uses.
Instead the 24hr model flows were created by factoring the three period models using
factors derived from the validation counts. Therefore the 24hr model is not strictly
validated and should only be used for display puposes and not analysis.
Having said that, it is important that the model does replicate 24hr flows through the
network as closely as practicable. The same count locations were used to create a 24hr
count validation file. The factored 24hr network was compared to the 24hr count file
and subjected to the same validation criteria the main period models used.
In addition, desirable Mean Average Difference (MAD) ratio targets were established
for each category of road as follows:
• Lower order roads – a maximum MAD ratio of 50% across all links with an
observed volume less that 3,000vpd.
• Higher order roads – a maximum MAD ratio of 20% across all links with observed
volumes greater than 3,000vpd and no link shall have an absolute error greater
than 30%.
The validation statistics for each cordon are summarised in Table 30 and Table 31 for
the factored 24hr model. Scatterplots of total counts for the all day period are shown in
Figure 24.
CORDON, as part of the TRACKS suite, was used to execute the screenline validation
process. The output files produced by CORDON is attached as Appendix Four.
Factored 24hr Network Validation Table 30
Screenline 1 – All Counts
Count 120468
Volume 120200
Change -268
% 100
Correlation Coefficient 0.975
%RMS 26.53
GEH Total 0.2
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 93.6 97.9 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 70
Factored 24hr Mean Average Difference Validation Table 31
Below 3000 vpd
COUNT VOLUME CHANGE Abs Diff % GEH
CANYONLEIGH RD 105 105 0 0 100 1.2
MAIRINGER CR 163 152 -11 11 93.3 1.4
LAVIS RD 465 646 181 181 138.9 0.4
OXFORD ST 493 548 55 55 111.2 2.9
DOUGLAS RD 507 334 -173 173 65.9 1.4
ORIENT ST 569 369 -200 200 64.9 0.9
OXLEY DR 590 522 -68 68 88.5 0.2
GREENHILLS RD 605 583 -22 22 96.4 1.3
GOLDEN VALE RD 652 594 -58 58 91.1 0.8
CURROCKBILLY ST 655 670 15 15 102.3 2.6
CANYONLEIGH RD 761 728 -33 33 95.7 2.2
WEBB ST 778 1369 591 591 176 0.2
MERANIE ST 785 965 180 180 122.9 1.3
RAILWAY ST 796 1214 418 418 152.5 3
ERITH ST 1008 697 -311 311 69.1 3.3
OLD HUME HWY 1115 876 -239 239 78.6 4.1
OXLEY DR 1128 814 -314 314 72.2 2.4
OXLEY DR 1219 859 -360 360 70.5 2
VALETTA ST 1378 1405 27 27 102 2
MEDWAY RD 1378 1169 -209 209 84.8 0.1
WILLOW DR 1407 592 -815 815 42.1 2.9
OLD SOUTH RD 1411 1477 66 66 104.7 1.3
SUTTOR RD 1451 1187 -264 264 81.8 3.2
BONG BONG RD 1547 1849 302 302 119.5 1.9
OXLEYS HILL RD 1593 1494 -99 99 93.8 2.7
CENTENNIAL RD 2052 1811 -241 241 88.3 1.7
LACKEY RD 2066 1473 -593 593 71.3 1.7
COLO ST 2100 1721 -379 379 82 0.1
PIONEER ST 2479 2825 346 346 114 1
BOARDMAN RD 2487 2379 -108 108 95.7 1.5
ASCOT RD 2585 2213 -372 372 85.6 1.8
LYELL ST 2633 2527 -106 106 96 2.3
OLD BOWRAL RD 2780 2722 -58 58 97.9 0.5
LYELL ST 2848 2361 -487 487 82.9 3
TOTALS 44589 41250 -3339 7701 95.1 1.3
MAD 17%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 71
Factored 24hr Mean Average Difference Validation Table 31
Above 3000 vpd
COUNT VOLUME CHANGE Abs Diff % GEH
THROSBY ST 3022 2385 -637 637 78.9 2.5
ERIDGE PARK RD 3101 4165 1064 1064 134.3 3.6
EMILY CCT 3192 1711 -1481 1481 53.6 6.1
ELIZABETH ST 3563 4529 966 966 127.1 3.1
WILSON DR 3747 3122 -625 625 83.3 2.2
RANGE RD 4293 6849 2556 2556 159.5 7
OLD SOUTH RD 4780 5076 296 296 106.2 0.8
ERIDGE PARK RD 5080 6874 1794 1794 135.3 4.8
WAITE ST 5693 5227 -466 466 91.8 1.3
CHURCH AV 5977 5325 -652 652 89.1 1.8
BOWRAL ST 6952 5874 -1078 1078 84.5 2.8
BONG BONG ST 10678 11923 1245 1245 111.7 2.4
STATION ST 15801 15890 89 89 100.6 0.2
TOTALS 75879 78950 3071 12949 104.3 3.0
MAD 17.1%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 72
Wingecarribee Shire Council
Scatterplots of All 2006 Counts for 24 Hr Figure 24
Gabites Porter
24 Hr
R2 = 0.9503
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
0 2000 4000 6000 8000 10000 12000 14000 16000 18000
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 73
9.3 Intersection Turning Movement (ITM) Validation
9.3.1 General
Gabites Porter has been supplied with actual traffic flow data on 16 intersections
deemed critical in Wingecarribee. The sixteen intersections are of a busy nature and
are located along important routes within Wingecarribee, especially along the main
road through Moss Vale.
• Argyle Rd / Suttor Rd (Ag/S)
• RAB Argyle Rd / Illawarra Hwy / Suttor Rd (RAB Ag/S)
• Illawarra Hwy / Valetta St (IH/V)
• Illawarra Hwy / White St (IH/Wh)
• Illawarra Hwy / Arthur St (IH/At)
• Illawarra Hwy / Lackey St (IH/L)
• Illawarra Hwy / Railway St (IH/R)
• Illawarra Hwy / Waite St (IH/Wa)
• Illawarra Hwy / Yarrawa St (IH/Y)
• Lackey Rd / Parkes Rd (L/P)
• Douglas Rd / Berrima Rd (D/Br)
• Bessemer St / Old Hume Hwy (Bs/OHH)
• Holly Rd / Moss Vale Rd (H/MV)
• Wilson Dr / Church Ave (Wi/C)
• Hume Hwy / Church Ave to Sydney(HH/CtS)
• Hume Hwy / Church Ave from Sydney(HH/CfS)
As with the screenline validation process, validating the intersection turning movements
is usually done with two statistical measures, the correlation coefficient (>0.8) and %
RMS (<30). It is also required that the turning movements are generally within ±10% or 30
vehicles.
9.3.2 ITM Supplied Data Adjustments
The actual traffic flow data supplied to Gabites Porter showed some inconsistencies on
the main road through Moss Vale and has been adjusted to remove these
inconsistencies. Some neighbouring intersections that had traffic flow from one
intersection directly into another had inconsistent flows between the two intersections,
ie the outbound flow from one did not match the inbound flow of the other.
Additionally, the supplied data had some intersection surveys undertaken in June 2006,
while others were undertaken in March 2008, and there was a clear mismatch between
them. In general, the 2008 counts tended to be a little high, even after factoring back
to 2006.
Considering these inconsistencies the following adjustments to the surveyed data have
been made:
• AMP
- Illawarra Hwy intersections with Railway St and Lackey Rd have been
unchanged and form the basis from which to make adjustments
elsewhere.
- at Arthur St; the Illawarra Hwy northbound flow has been adjusted to
match the outbound flow at Lackey Rd and the southbound flow has
been adjusted to match the outbound flow at White St.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 74
- at White St; the Illawarra Hwy northbound flow has been adjusted to
match the outbound flow at Arthur St and the southbound flow has been
adjusted to meet the unchanged flow filtering through from Argyle St.
- the number of vehicles turning into Valetta St has been matched to the
lower volumes supplied for Valetta St traffic count flows.
- the northbound flow at each end of Suttor St has been adjusted to be
consistent with the adjustments made up to Valetta St.
- east of Railway Rd; the Illawarra Hwy southbound flow has been adjusted
to reflect a higher through component than is shown with the intersection
survey but consistent with other surveyed count sites.
• PMP
- Illawarra Hwy intersections with White St and Arglye/Suttor have been
unchanged and form the basis from which to make adjustments
elsewhere.
- east of White St; adjustments have been made to both traffic flow
directions so that outbounds are consistent with inbounds at neighbouring
intersections, most of these have been very minor changes.
- at Valetta St; the Illawarra Hwy northbound flow has been made
consistent with the outbound flow from White St and Valetta St volumes
have been matched to the lower volumes supplied for Valetta St traffic
counts.
- at Illawarra Hwy/Suttor; the northbound flow from Illawarra Hwy has been
made consistent with the flows from the east.
All other counts have had either very minor or no adjustments made.
9.3.3 ITM Validation Results
Table 32 shows the synthesis of all turning movement data for morning and evening
peak periods of the day. Refer to Appendix Five for the output files for the intersection
turning movement validation process.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 75
Intersection Turning Movement Validation Results Table 32
AMP Statistics
Total O
bserved
Movements
Total M
odelled
Movements
%age of
Observed
Correlation Coefficient Turning
Movement
%RMS
Turning
Mouvement
Inbound
Links
Outbound
Links
2-W
ay Lin
ks
Intersection
Ag/S 2802 2858 2.0% 1.000 1.000 1.000 1.000 0.708
RAB Ag/S 3410 3510 2.9% 0.998 0.999 0.996 .997 5.505
IH/V: 2812 2820 0.3% 1.000 1.000 0.999 0.999 2.471
IH/Wh 3372 3300 -2.1% 1.000 0.999 0.995 1.000 2.702
IH/At 3198 3154 -1.4% 0.999 1.000 1.000 .0999 3.279
IH/L 3128 3160 1.0% 1.000 0.999 0.999 1.000 1.284
IH/R 2522 2518 -0.2% 1.000 1.000 1.000 1.000 0.289
IH/Wa 2614 2622 0.3% 1.000 1.000 1.000 0.999 0.620
IH/Y 1892 1930 2.0% 1.000 1.000 0.996 0.998 1.194
L/P 368 376 2.2% 1.000 0.958 0.940 0.972 0.837
D/Br 554 636 14.8% 1.000 1.000 0.999 0.998 0.450
Wi/C 1066 1010 -5.3% 0.980 0.998 0.994 0.999 22.326
HH/CtS 1112 944 -15.1% 0.997 0.999 1.000 0.997 16.940
HH/CfS 938 782 -16.7% 0.999 0.999 0.999 0.999 10.223
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 76
Table 32 Continued
PMP Statistics
Total O
bserved
Movements
Total M
odelled
Movements
%age of
Observed
Correlation Coefficient Turning
Movement
%RMS
Turning
Mouvement
Inbound
Links
Outbound
Links
2-W
ay Lin
ks
Intersection
Ag/S 2424 2208 -8.9% 1.000 1.000 0.999 0.999 2.264
RAB Ag/S 2886 2842 -1.5% 0.999 1.000 0.997 0.998 3.232
IH/V: 2476 2444 -1.3% 0.999 0.999 1.000 0.997 2.580
IH/Wh 3442 3218 -6.5% 1.000 1.000 0.999 0.999 2.615
IH/At 3232 3112 -3.7% 0.999 1.000 0.999 0.999 4.134
IH/L 3082 3050 -1.0% 1.000 0.999 0.999 0.999 1.309
IH/R 2490 2508 0.7% 1.000 1.000 0.999 0.998 0.973
IH/Wa 2602 2644 1.6% 1.000 1.000 0.997 1.000 0.844
IH/Y 2064 2148 4.1% 1.000 1.000 1.000 0.999 0.546
L/P 316 256 -19% 1.000 0.986 0.983 0.971 0.416
D/Br 480 536 11.7% 1.000 1.000 0.998 0.997 0.372
Bs/OHH 1088 1016 -6.6% 1.000 0.998 0.999 0.996 1.504
H/MV 1844 1648 -10.6% 0.998 1.000 0.998 0.999 16.807
Wi/C 1078 1034 -4.1% 0.996 0.994 0.994 0.994 10.018
HH/CtS 1172 1004 -14.3% 0.995 0.997 0.982 0.998 10.655
HH/CfS 670 532 -20.6% 0.998 0.989 0.985 0.940 7.488
Of the 96 AMP and 114 PMP turning movements assessed only 6 AMP and 10 PMP
movements were outside the ±10% or 30 vehicle criteria.
Turning movement validation plots for each intersection are shown in Figure 25 to Figure
40.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 77
Wingecaribee
Transportation Study Argyle Rd / Suttor Rd
ITM Validation Figure 25
Gabites Porter
60 64
1 1
4 1
654 651
62 79
620 633
AM
Argyle Rd
Suttor Rd
55 55
3 1
3 1
497 479
53 42
601 526
PM
Surveyed
Modelled
Argyle Rd
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 78
Wingecaribee
Transportation Study RAB Argyle Rd / Illawarra Hwy / Suttor Rd
ITM Validation Figure 26
Gabites Porter
58 67
110 120
431 498
126 118
45 54
147 134
5 9 398
419
257 92
11 11
89 89
28 44
AM
56 68
113 125
418 391
88 92
47 38
96 113
4 9 358
371
158 112
7 8
71 60
2734
PM
Illawarra Hwy
Suttor Rd
Illawarra Hwy
Argyle Rd
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 79
Wingecaribee
Transportation Study Illawarra Hwy / Valetta St
ITM Validation Figure 27
Gabites Porter
1.1.1.1
Valetta St
Illawarra Hwy
16 16
679 679
56 45
14 50
632 606
9 14
AM
45 20
527 540
52 48
60 24
545 575
9 15
PM
Illawarra Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 80
Wingecaribee
Transportation Study Illawarra Hwy / White St
ITM Validation Figure 28
Gabites Porter
166 90
85 62
585 587
179 225
82 57
589 629
AM
Illawarra Hwy
White St
Illawarra Hwy
216 165
68 76
599 508
150 178
50 45
638 637
PM
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 81
Wingecaribee
Transportation Study Illawarra Hwy / Arthur St
ITM Validation Figure 29
Gabites Porter
Arthur St
Illawarra Hwy
43 35
636 614
38 24
66 97
794 785
22 22
AM
32 47
707 688
31 23
95 117
726 669
25 12
PM
Illawarra Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 82
Wingecaribee
Transportation Study Illawarra Hwy / lackey Rd
ITM Validation Figure 30
Gabites Porter
27 76 597
579
141 133 575
561
183 153
18 23
PM
Lackey Rd
Illawarra Hwy
50 91 503
495
160 142 659
631
178 191
14 30
AM Illawarra Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 83
Wingecaribee
Transportation Study Illawarra Hwy / Railway St
ITM Validation Figure 31
Gabites Porter
Railway St
Illawarra Hwy
17 8
490 492
10 4
33 33
704 706
7 16
AM
10 8
593 556
10 7
30 47
582 613
20 23
PM
Illawarra Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 84
Wingecaribee
Transportation Study Illawarra Hwy / Waite St
ITM Validation Figure 32
Gabites Porter
44 54 450
430
154 135 442
475
140 136
71 92
PM
Waite St
Illawarra Hwy
67 76 304
322
173 158 537
533
186 180
40 62
AM Illawarra Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 85
Wingecaribee
Transportation Study Illawarra Hwy / Yarrawa St
ITM Validation Figure 33
Gabites Porter
7 7
1 2
260 300
1 3
4 2
11 8
38 44 466
447
8 23
135 121
12 6
3 2
AM
4 9
5 3
436 439
4 2
3 3
24 22
59 74 421
427
12 12
54 70
6 10
4 3
PM
Yarrawa St
Yarrawa St
Illawarra Hwy
Illawarra Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 86
Wingecaribee
Transportation Study Parkes Rd / Lackey Rd
ITM Validation Figure 34
Gabites Porter
5 4
49 24
32 10
52 74
2 2
44 74
AM
Lackey Rd
Parkes Rd
2 1
32 14
43 28
31 41
3 3
47 41
PM
Lackey Rd
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 87
Wingecaribee
Transportation Study Douglas Rd / Berrima Rd
ITM Validation Figure 35
Gabites Porter
1 2
10 17
88 105
3 2
32 29
143 163
AM
Berrima Rd
Douglas Rd
Berrima Rd
2 1
18 17
110 133
1 1
8 14
101 102
PM
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 88
Wingecaribee
Transportation Study Bessemer St / Old Hume Hwy
ITM Validation Figure 36
Gabites Porter
13 13
23 21
189 200
40 32
17 20
44 18
2 1 147
146
27 20
7 0
15 14
20 23
PM
Bessemer St
Bessemer St
Old Hume Hwy Old Hume Hwy
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 89
Wingecaribee
Transportation Study Moss Vale Rd / Holly Rd
ITM Validation Figure 37
Gabites Porter
Moss Vale Rd
Holly Rd
12 0
3 2
7 2
377 371
14 0
509 449
PM
Moss Vale Rd
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 90
Wingecaribee
Transportation Study Wilson Dr / Church Ave
ITM Validation Figure 38
Gabites Porter
19 39 154
162
193 140 67
75
87 74
19 27
PM
Wilson Dr
Church Ave
21 24 69
60
58 59 167
177
191 146
27 39
AM Church Ave
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 91
Wingecaribee
Transportation Study Hume Hwy / Church Ave to Sydney
ITM Validation Figure 39
Gabites Porter
81 54
0 0
36 32
83 88
0 0
0 0
16 13 325
281
15 4
0 0
0 0
0 0
AM
16 19
0 0
120 60
258 251
0 0
0 0
11 0 127
131
54 41
0 0
0 0
0 0
PM
Hume Hwy
Hume Hwy
Church Ave
Church Ave
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 92
Wingecaribee
Transportation Study Hume Hwy / Church Ave from Sydney
ITM Validation Figure 40
Gabites Porter
0 0
313 274
39 23
0 0
0 0
69 58
0 0 25
11
0 0
5 3
18 22
0 0
AM
0 0
116 118
40 10
0 0
0 0
15 24
0 0 66
54
0 0
9 10
89 50
0 0
PM
Hume Hwy
Hume Hwy
Church Ave
Church Ave
Surveyed
Modelled
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 93
9.3.4 Parking Validation Results
Section 6 of this report discusses the use of a Central Area Logistics Model (CALM) to
redistribute vehicle trips destined to the various town CBD’s to parking spaces within
each of the CBD’s. It is therefore required that the model allocation of vehicles to
parking spaces reflect that which occurs in reality.
The parking model is used for both the morning peak and shopping period models. The
validation therefore is to match the number of parking spaces used at the end of each
of those time periods, i.e, the parks used at 9am and 12 noon.
Table 33 and Table 34 show the validation results for both models by comparing the
model performance to survey results.
The model cannot achieve 100% accuracy but it can be seen that it does reflect the
major parking demand areas well. A significant explanation as to why parking by type
and location is not as accurate as desired relates to the calculation of employment in
commercial areas within the parking model. As stated in Section 3.1, calculation of
employees by use of GFA does not necessarily result in a true indication of employees
and therefore parking demand for a model zone. If the number of employees is
underrepresented in a zone then the trip attraction for that zone will be
underrepresented and as a result the calculated parking behaviour for that zone will
vary from reality.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 94
9AM Parking Type Occupancy Comparison Table 33
Zone
Parking Type
Count Model On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
1 14 16 12 0 42 7 19 13 0 39
2 0 9 0 0 9 0 0 0 0 0
3 0 0 0 5 5 0 0 0 10 10
4 36 11 0 0 47 20 7 0 0 27
5 8 0 0 84 92 5 0 0 74 79
6 0 6 0 79 85 0 5 0 63 68
7 0 3 8 0 11 0 3 20 0 23
8 32 0 1 0 33 30 0 5 0 35
9 32 0 0 0 32 32 0 0 0 32
10 0 0 36 21 57 0 0 35 36 71
11 0 18 0 7 25 0 17 0 4 21
12 18 0 1 0 19 14 0 3 0 17
13 33 0 173 0 206 19 0 165 0 184
14 35 0 0 0 35 34 0 0 0 34
15 0 0 76 0 76 0 0 111 0 111
16 7 0 0 5 12 9 0 0 23 32
17 7 4 0 41 52 5 6 0 17 28
18 0 0 0 0 0 0 0 13 0 13
19 0 0 28 0 28 0 0 15 0 15
20 0 0 0 55 55 0 2 0 48 50
21 5 4 33 0 42 2 5 46 0 53
22 30 0 0 0 30 11 0 0 0 11
23 19 0 0 0 19 24 0 0 0 24
24 0 24 211 0 235 0 29 185 0 214
25 0 27 0 28 55 0 17 0 15 32
26 0 12 66 0 78 0 29 56 0 85
27 10 0 3 0 13 12 0 3 0 15
28 0 1 18 0 19 0 7 34 0 41
29 9 2 59 0 70 8 9 36 0 53
30 0 0 8 0 8 0 0 20 0 20
31 6 13 0 0 19 6 26 0 0 32
32 0 0 46 0 46 0 0 35 0 35
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 95
Table 33
Zone
Parking Type
Count Model
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
33 0 42 0 0 42 0 61 0 0 61
34 0 0 0 0 0 0 0 0 0 0
35 0 0 0 0 0 0 0 0 0 0
36 0 0 0 0 0 0 0 0 0 0
37 4 3 0 0 7 2 8 0 0 10
38 0 10 0 15 25 0 7 0 16 23
39 0 8 0 0 8 0 10 0 0 10
40 0 4 0 0 4 0 3 0 0 3
41 0 0 0 0 0 0 2 0 0 2
42 10 10 0 21 41 9 13 0 30 52
43 0 0 17 0 17 2 0 16 0 18
44 2 0 19 19 40 3 0 32 26 61
45 0 0 11 36 47 0 0 10 16 26
46 10 0 0 0 10 13 0 0 0 13
47 4 0 0 0 4 6 0 0 0 6
48 1 0 0 5 6 5 0 0 30 35
49 5 0 42 41 88 4 0 18 29 51
50 12 1 0 0 13 11 8 0 0 19
51 0 0 0 0 0 0 5 0 0 5
52 10 5 10 0 25 3 16 16 0 35
53 0 0 0 0 0 0 0 0 0 0
54 0 4 18 0 22 0 6 24 0 30
55 7 0 4 0 11 4 0 5 0 9
56 0 6 29 6 41 0 6 30 24 60
57 0 9 0 0 9 0 14 0 0 14
58 3 16 0 0 19 5 42 0 0 47
59 0 3 21 0 24 0 3 18 0 21
60 7 9 17 0 33 8 21 24 0 53
61 0 5 10 2 17 0 2 7 1 10
62 0 0 0 0 0 0 0 0 0 0
63 0 0 0 0 0 0 0 0 0 0
64 0 0 0 0 0 0 0 0 0 0
65 0 32 0 0 32 0 37 0 0 37
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 96
Table 33
Zone
Parking Type
Count Model
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
66 17 0 4 8 29 13 0 12 15 40
67 7 4 0 0 11 6 4 0 6 16
68 33 0 73 0 106 20 0 89 0 109
69 0 0 63 6 69 1 0 57 10 68
70 0 0 0 89 89 0 0 0 107 107
71 3 13 0 15 31 3 3 0 14 20
72 1 18 0 50 69 2 23 0 53 78
73 7 7 32 49 95 5 5 28 50 88
74 13 0 0 0 13 8 0 0 0 8
75 0 0 0 0 0 0 0 0 0 0
76 0 0 0 0 0 0 0 0 0 0
77 0 0 0 0 0 0 0 0 0 0
78 0 3 0 0 3 0 9 0 0 9
79 0 18 4 0 22 0 22 3 4 29
80 0 0 2 2 4 0 0 1 0 1
81 0 3 0 0 3 0 7 0 3 10
82 7 11 0 0 18 2 11 0 0 13
83 0 4 11 0 15 0 19 15 0 34
84 3 6 0 0 9 2 3 0 0 5
85 0 2 2 0 4 0 3 1 0 4
86 0 2 2 0 4 0 6 1 0 7
87 0 9 4 0 13 0 15 4 0 19
88 0 0 0 0 0 0 0 0 0 0
89 0 0 29 0 29 0 0 29 0 29
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 97
Table 33
Zone
Parking Type
Count Model On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
90 0 0 0 0 0 0 0 0 0 0
91 0 0 0 0 0 0 0 0 0 0
92 0 11 16 0 27 0 13 16 0 29
93 11 2 12 0 25 4 6 20 0 30
94 3 2 0 0 5 4 9 0 0 13
95 3 0 0 0 3 2 0 0 0 2
96 0 6 18 0 24 0 12 16 0 28
97 0 2 0 0 2 0 6 1 0 7
98 6 9 9 0 24 2 17 8 0 27
99 1 7 0 0 8 1 7 4 0 12
100 0 3 5 0 8 0 7 11 0 18
Total 491 459 1263 689 2902 388 652 1311 724 3075
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 98
12 Noon Parking Type Occupancy Comparison Table 34
Zone
Parking Type
Count Model On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
1 15 17 10 0 42 15 16 15 0 46
2 0 5 0 0 5 0 9 0 0 9
3 0 0 0 19 19 0 0 0 5 5
4 27 10 0 0 37 37 11 0 0 48
5 9 0 0 110 119 8 0 0 95 103
6 0 6 0 137 143 0 6 0 120 126
7 0 3 8 0 11 0 3 16 0 19
8 27 0 2 0 29 39 0 5 0 44
9 33 0 0 0 33 33 0 0 0 33
10 0 0 33 32 65 0 0 37 26 63
11 0 17 0 9 26 0 18 0 7 25
12 24 0 0 0 24 19 0 1 0 20
13 33 0 242 0 275 33 0 240 0 273
14 35 0 0 0 35 36 0 0 0 36
15 0 0 95 0 95 0 0 117 0 117
16 7 0 0 23 30 9 0 0 16 25
17 3 7 0 57 67 7 4 0 41 52
18 0 0 4 0 4 0 0 2 0 2
19 0 0 21 0 21 0 0 31 0 31
20 0 0 0 56 56 0 4 0 56 60
21 3 5 36 0 44 5 4 49 0 58
22 32 0 0 0 32 34 0 0 0 34
23 19 0 0 0 19 24 0 0 0 24
24 0 27 304 0 331 0 24 256 0 280
25 0 30 0 32 62 0 27 0 28 55
26 0 17 44 0 61 0 18 81 0 99
27 9 0 0 0 9 12 0 3 0 15
28 0 6 17 0 23 0 2 25 0 27
29 16 7 62 0 85 11 3 67 0 81
30 0 0 9 0 9 0 0 20 0 20
31 4 15 0 0 19 6 13 0 0 19
32 0 0 42 0 42 0 0 49 0 49
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 99
Table 34
Zone
Parking Type
Count Model
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
33 0 39 0 0 39 0 49 0 0 49
34 0 0 0 0 0 0 0 0 0 0
35 0 0 0 0 0 0 0 0 0 0
36 0 0 0 0 0 0 0 0 0 0
37 4 6 0 0 10 4 3 0 0 7
38 0 12 0 20 32 0 11 0 17 28
39 0 10 0 0 10 0 8 0 0 8
40 0 1 0 0 1 0 4 0 0 4
41 0 0 0 0 0 0 0 0 0 0
42 6 13 0 22 41 10 11 0 24 45
43 2 0 31 0 33 0 0 18 0 18
44 7 0 35 22 64 3 0 26 20 49
45 0 0 13 39 52 0 0 12 36 48
46 15 0 0 0 15 15 0 0 0 15
47 8 0 0 0 8 7 0 0 0 7
48 3 0 0 11 14 4 0 0 20 24
49 4 0 36 40 80 5 0 42 41 88
50 15 3 0 0 18 13 2 0 0 15
51 0 0 0 0 0 0 1 0 0 1
52 7 10 14 0 31 10 7 15 0 32
53 0 0 0 0 0 0 0 0 0 0
54 0 5 18 0 23 0 5 24 0 29
55 9 0 3 0 12 10 0 5 0 15
56 0 7 14 6 27 0 6 30 8 44
57 0 9 0 0 9 0 10 0 0 10
58 6 17 0 0 23 6 32 0 0 38
59 0 3 31 0 34 0 3 21 0 24
60 6 12 19 0 37 8 17 22 0 47
61 0 10 17 10 37 0 5 10 2 17
62 0 0 0 0 0 0 0 0 0 0
63 0 0 0 0 0 0 0 0 0 0
64 0 0 0 0 0 0 0 0 0 0
65 0 30 0 0 30 0 35 0 0 35
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 100
Table 34
Zone
Parking Type
Count Model
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
66 25 0 7 10 42 22 0 8 11 41
67 6 1 0 0 7 11 4 0 4 19
68 30 0 93 0 123 36 0 114 0 150
69 1 0 76 7 84 2 0 80 8 90
70 0 0 0 115 115 0 0 0 90 90
71 7 14 0 20 41 3 13 0 15 31
72 0 18 0 46 64 1 23 0 54 78
73 10 4 34 58 106 10 8 36 61 115
74 19 0 0 0 19 18 0 0 0 18
75 0 0 0 0 0 0 0 0 0 0
76 0 0 0 0 0 0 0 0 0 0
77 0 0 0 0 0 0 0 0 0 0
78 0 4 0 0 4 0 7 0 0 7
79 0 18 3 0 21 0 20 4 0 24
80 0 0 1 3 4 0 0 2 2 4
81 0 5 0 0 5 0 5 0 0 5
82 12 12 0 0 24 7 11 0 0 18
83 0 2 13 0 15 0 6 15 0 21
84 3 3 0 0 6 3 6 0 0 9
85 0 1 2 0 3 0 2 2 0 4
86 0 2 3 0 5 0 4 3 0 7
87 0 11 8 0 19 0 10 5 0 15
88 0 0 0 0 0 0 0 0 0 0
89 0 0 32 0 32 0 0 31 0 31
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 101
Table 34
Zone
Parking Type
Count Model On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
On Street
Restricted
On Street
Unrestricted
Off Street
Restricted
Off Street
Unrestricted
Total
90 0 0 0 0 0 0 0 0 0 0
91 0 0 0 0 0 0 0 0 0 0
92 0 14 22 0 36 0 13 17 0 30
93 18 2 18 0 38 12 2 15 0 29
94 6 1 0 0 7 4 2 0 0 6
95 1 0 0 0 1 6 0 0 0 6
96 0 11 33 0 44 0 14 32 0 46
97 0 6 0 0 6 0 2 0 0 2
98 4 9 12 0 25 7 13 11 0 31
99 1 7 0 0 8 1 8 2 0 11
100 0 3 59 0 62 0 11 48 0 59
Total 531 507 1576 904 3518 566 555 1664 807 3592
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 102
9.4 General Discussion
As a prerequisite to using a transportation model to test road network and land use
options, the model must be validated such that the model must be seen to be a close
match to “reality”.
“Reality” as termed here is illustrated by observed values of such variables as traffic
counts, and origin destination surveys. In measuring “reality” there are a number of
inherent difficulties. These can be caused by:
a) the variability of “reality” due to the nature of human behaviour.
b) the methods used to survey “reality”.
The first point tells us that there is no such thing as a typical or average day. There will
never be a day where every vehicle driver makes exactly the same trips at exactly the
same time as any other day. That said we are at best trying to simulate indicative travel
patterns.
The second point is that survey techniques can have a significant amount of error. For
example, a vehicle travelling very slowly over a traffic counter tube will register a count
differently to one travelling at a normal speed. Such difficulties are minimised by
careful selection of traffic counter placements but cannot be fully avoided.
A document put out by the US Department of Transportation titled “Calibration and
Adjustment of System Planning Models”, December 1990 summarises validation as
follows.
“...A regional transportation planning model consists of a complex
series of steps with many built-in assumptions. When validating a
model, one should not be overly optimistic about matching the
simulated volume to ground counts....
A word of caution: When comparing forecasted volumes to ground
counts, it is important to recognise that the ground counts probably
contain a significant amount of error.
Traffic volumes vary greatly by season and by day of week. Count
errors can be caused by variation in the mix of vehicles in the traffic
stream. Regularly occurring local events, special events, and
accidents can destroy the counts on large portions of the highway
system. Errors can also be due to mechanical counter failure, field
personnel mistakes, or improper counter location. Procedures have
been developed to help correct for some of this variation, but these
procedures are imperfect. There is often no way to ensure that
ground counts correspond to the same time period as base-case
socio-economic data.
Base-case ground counts should be thought of as approximations of
existing traffic, just as the base-case model estimate is an
approximation to existing traffic.”
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 103
10 SHOPPING-SCHOOL PEAK PERIOD
10.1 Introduction
As part of the Wingecarribee Shire Model creation, it was found that the standard PM
Peak (an hour between 4pm and 6pm) was not in most instances throughout the shire
the peak afternoon period. This is not a common situation in most models created in
both New Zealand and Australia but clearly presented a problem for Wingecarribee.
Therefore a method needed to be created to analyse intersections at the Monday to
Friday maximum hourly peak.
It was decided that the logical way to deal with this situation was to create a Shopping
Peak (SP) that replicated the most typical peak hour. The following sub-sections discuss
the process used to determine the peak hour and the production of the trip generation
rates used to that hour.
10.2 Shopping-School Peak Hour
An analysis of the available 2006 link and intersection counts provided by
Wingecarribee Shire Council was undertaken. Where available, quarter hour counts
were used to get a distribution of flow over the 2:30pm-5:00pm period in order to
determine the busiest hour. This analysis found that the most common busy hour was
3:00pm-4:00pm. This hour was also the most common when the busiest and second
busiest flows were looked at. Indeed, when a weighted average of every hour’s volume
ranking was taken into account the 3:00pm-4:00pm was again the busiest period.
The use of this hour in the model is useful as it enables a number of link counts that were
not broken down into quarter hourly flows to be used in the model period validation.
10.3 Trip Generation Coefficients
10.3.1 Private Trip End Productions and Attractions
Having determined the peak hour as being 3:00pm-4:00pm, further analysis of the
count data showed that this hour was on average 25.36% of the total flow during the
9:00am-4:00pm interpeak period. As the SP hour does not cross over into the
conventional PM Peak period, there was no need to consider proportions of the PM
Peak in the new period.
To create the 1-hour generation coefficients, the standard interpeak generation rates
from all NSW models (derived from the Sydney HIS survey carried out in 1991/92) were
factored by the 25.36% determined above. In addition, it was decided to replicate the
movement from schools in a similar way to how it was handled in the AM Peak. The
Other to Home purpose was split 50/50 into Other to Home and School to Home. The
Other to Home purpose retained the general attraction coefficients whilst the School to
Home purpose had primary and secondary schools as its main source of attraction.
The resulting generation coefficients are as follows:
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 104
Shopping-School Peak Period ‘Home To’ and NHB Trip End Production
Rates by Purpose and Category Table 35
Category Emp/HH Cars/HH Trip Purpose
HTW HTB HTO NHB-S NHB-L
1 0 0 0.0000 0.0000 0.0000 0.0000 0.0000
2 0 1 0.0018 0.1190 0.0267 0.1030 0.1030
3 0 2+ 0.0000 0.1356 0.0297 0.0971 0.0971
4 1 0 0.0000 0.0000 0.0000 0.0000 0.0000
5 1 1 0.0134 0.0573 0.0253 0.1204 0.1204
6 1 2+ 0.0170 0.1593 0.0838 0.3119 0.3119
7 2+ 0 0.0000 0.0000 0.0000 0.0000 0.0000
8 2+ 1 0.0081 0.0259 0.0163 0.1620 0.1620
9 2+ 2+ 0.0183 0.1217 0.0582 0.2737 0.2737
Shopping-School Peak Period ‘To Home’ Trip End Production
Rates by Purpose and Category Table 36
Category Emp/HH Cars/HH Trip Purpose
WTH BTH ScTH OTH
1 0 0 0.0000 0.0000 0.0000 0.0000
2 0 1 0.0000 0.1104 0.0267 0.0267
3 0 2+ 0.0094 0.1356 0.0297 0.0297
4 1 0 0.0000 0.0000 0.0000 0.0000
5 1 1 0.0134 0.0573 0.0253 0.0253
6 1 2+ 0.0170 0.1593 0.0838 0.0838
7 2+ 0 0.0000 0.0000 0.0000 0.0000
8 2+ 1 0.0081 0.0259 0.0163 0.0163
9 2+ 2+ 0.0183 0.1217 0.0582 0.0582
The attraction equations used in the Shopping-School peak model are as follows:
HTW = 0.251RET + 0.687TOT + 0.251LFT
WTH = 0.251RET + 0.687TOT + 0.251LFT
HTB = 0.036HH + 0.075TER + 0.191RET + 0.075COM + 0.614LFT
BTH = 0.036HH + 0.075TER + 0.791RET + 0.075COM + 0.614LFT
HTO = 0.071HH + 0.158SEC + 0.158TER + 1.268RET + 0.075COM + 1.585LFT +
20SPE
ScTH = 0.158PRI + 0.158SEC + 0.158TER
OTH = 0.071HH + 1.268RET + 0.075MAN + 1.585LFT
NHB = 0.0283HH + 0.0283SEC + 0.0283TER + 0.723RET + 0.075COM +
0.0417TOT + 0.904LFT
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 105
where:
HH = Households
RET = Retail Employment
COM = Community Jobs
MAN = Manufacturing Jobs
TOT = Total Employment
LFT = Large Format Retail
PRI = Pre-primary/ Primary School Roll
SEC = Secondary School Roll
TER = Tertiary Institution Roll
10.3.2 Goods Vehicle Trips
The LGV and HGV equations have also been factored by 25.36% to create 1-hour
equations from the full 7-hour interpeak period. The equations used were:
Shopping-School Peak
LGV = 0.0112HH + 0.24721RET + 0.0290TOT + 0.24721LFT
HGV = 0.0002HH + 0.0 918RET + 0.0286TOT + 0.0918LFT
10.3.3 External Trip Flows
The Shopping-School Peak external traffic flows similarly used the 25.36% factor from 7-
hour to 1-hour and were:
Shopping-School Peak External Traffic Counts And Through Trips – 1 Hour Table 37
Zone Description
Inbound Trips Outbound Trips
Traffic
Count
Through
Trips
Other
Trips
Traffic
Count
Through
Trips
Other
Trips
362 Old Hume Highway 31 0 31 31 0 31
363 Wilson Dr 44 0 44 44 0 44
364 Wombeyan Caves Rd 0 0 0 0 0 0
365 Hume Highway Sth 1321 919 402 1347 1096 251
366 Tallong Rd 0 0 0 0 0 0
367 Moss Vale Rd 178 164 14 210 125 85
368 Jamberoo Rd 41 39 2 60 43 17
369 Illawarra Highway 148 145 3 216 142 74
370 Freeway 1773 1098 675 1789 959 830
ALL EXTERNAL STATIONS 3536 2365 1171 3697 2365 1332
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 106
10.4 Total Trip End Generation
Total trip productions are summarised in Table 38. These are based on the relationships
given in the preceding sections.
Total Shopping-School Peak (3pm-4pm) Trip Matrix Table 38
Internal Trips External Trips
Private 12338 Through 1265
LGV 1612 Other External 2503
HGV 786
Total Internal 14736 Total External 3768
TOTAL TRIPS 18504
10.5 Screenline Validation Results
Based on the PEM model fitness guidelines in Table 26, this report is convinced that the
modelled traffic flows closely replicate actual counts for all designated screenlines
during the Shopping-School peak.
The validation statistics for each cordon are summarised in Table 39 and a scatterplot of
all total counts for the period is shown in Figure 41.
The output files produced by CORDON are included in Appendix Four.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 107
Shopping-School Peak Network Validation Table 39
Screenline 1 – Bowral
Count 5713
Volume 5631
Change -82
% 99
Correlation Coefficient 0.990
GEH Total 1.1
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 85.7 100 100 100
Screenline 2 – Mittagong
Count 2469
Volume 2351
Change -118
% 95
Correlation Coefficient 0.933
GEH Total 2.4
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 93.3 100 100 100
Screenline 3 – Moss Vale
Count 11888
Volume 11768
Change -120
% 99
Correlation Coefficient 0.994
GEH Total 1.1
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 94.4 100 100 100
Screenline 4 - Misc
Count 1388
Volume 1333
Change -55
% 96
Correlation Coefficient 0.991
GEH Total 1.5
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 90 100 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 108
Table 39 Continued
All Counts
Count 21458
Volume 21083
Change -375
% 98
Correlation Coefficient 0.993
%RMS 14.43
GEH Total 2.6
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 91.2 100 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 109
Sch Peak
R2 = 0.9809
0
200
400
600
800
1000
1200
1400
1600
0 200 400 600 800 1000 1200 1400 1600
Count
Mo
de
l
Wingecarribee Shire Council Scatterplot of All 2006 Counts for Shopping-
School Peak Figure 41
Gabites Porter
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 110
10.6 Intersection Turning Movement (ITM) Validation
10.6.1 General
The same intersections have been analysed for turning movements as in Section 9.3.
10.6.2 ITM Supplied Data Adjustments
As noted in Section 9.3.2 there were some inconsistencies in the traffic flow data
supplied and so similar adjustments were made in the Shopping-School peak period so
that the outbound flow from one intersection closely matched the inbound flow of a
neighbouring intersection.
Considering these inconsistencies the following adjustments to the surveyed data have
been made:
• SHP
- Illawarra Hwy intersections with Yarrawa St, Waite St and Suttor St have
been unchanged and form the basis from which to make adjustments
elsewhere.
- at Arthur St; the Illawarra Hwy northbound flow has used the traffic count
rather than the lower intersection movement count. This increase of 35
vehicles has also been added to the previous volumes at Lackey Rd and
Railway St.
- at Lackey Rd; the Illawarra Hwy southbound flow has been adjusted to
match the outbound flow at Arthur St.
- at White St; the Illawarra Hwy northbound flow has been adjusted to
match the outbound flow at Arthur St and the southbound flow has been
adjusted to meet the flow arriving at Arthur St.
- the number of vehicles on Valetta St has been matched to the lower
volumes supplied for Valetta St traffic count volumes.
- the northbound flow on Argyle St at the north end of Suttor St has been
adjusted to be more consistent with the northbound flow at the south end
of Suttor St and the intermediate count site.
All other counts have had either very minor or no adjustments made.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 111
10.6.3 ITM Validation Results
Table 40 shows the synthesis of all turning movement data for the Shopping-School
peak period. Refer to Appendix Five for the output files for the intersection turning
movement validation process.
Intersection Turning Movement Validation Results Table 40
SHP Statistics
Total O
bserved
Movements
Total M
odelled
Movements
%age of
Observed
Correlation Coefficient
Turning
Movement
%RMS
Turning
Mouvement
Inbound
Links
Outbound
Links
2-W
ay Lin
ks
Intersection
Ag/S 2424 2170 -10.5% 1.000 0.999 0.999 0.999 1.683
RAB Ag/S* 3214 3128 -2.7% 0.999 0.999 0.995 0.997 4.951
IH/V* 2824 2714 -3.9% 0.999 1.000 0.999 0.998 3.711
IH/Wh 3836 3988 4.0% 1.000 1.000 0.998 0.999 1.660
IH/At* 3610 3700 2.5% 0.997 0.999 0.998 0.997 7.220
IH/L 3540 3662 3.4% 1.000 1.000 0.997 0.997 1.451
IH/R 3018 3026 0.3% 1.000 1.000 0.998 0.996 1.567
IH/Wa 3112 3206 3.0% 1.000 0.999 0.994 0.992 1.954
IH/Y 2114 2362 11.7% 1.000 1.000 0.999 1.000 1.833
L/P 350 232 -33.7% 1.000 0.992 0.995 0.969 0.466
D/Br 714 528 -26.1% 1.000 0.998 0.994 0.998 0.666
Bs/OHH 1782 1222 -31.4% 0.999 0.998 0.999 0.992 4.862
H/MV 2164 1786 -17.5% 0.988 0.999 0.990 0.991 30.402
Wi/C* 1038 1082 4.2% 0.993 0.994 0.990 0.971 10.390
HH/CtS* 1000 1026 2.6% 0.988 0.992 0.952 0.987 14.564
HH/CfS* 508 584 15.0% 0.993 0.979 0.995 0.966 11.283
* The observed counts for these intersections had only 3:30pm-4:30pm data available.
Of the 114 SHP turning movements assessed only 10 movements were outside the ±10%
or 30 vehicle criteria, with 1 of these only just outside. The remaining 12 turning
movements that were also outside this criteria had only 3:30pm-4:30pm surveyed
counts so are subject to error and have been included as a guide only.
Turning movement validation plots for each intersection are shown in Figure 42 to Figure
49.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 112
Wingecaribee
Transportation Study Illawarra Hwy / Argyle Rd / Suttor Rd
ITM Validation Figure 42
Gabites Porter
Argyle Rd
Suttor Rd
70 35
1 0
3 0
549 510
52 35
537 505
SH
Surveyed
Modelled
Argyle Rd
58 61
124 185
474 402
114 126
35 36
116 120
6 8 381
375
191 159
9 7
52 57
47 28
SH
Illawarra Hwy
Argyle Rd Illawarra Hwy
Suttor Rd
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 113
Wingecaribee
Transportation Study Illawarra Hwy / Valetta St / White St
ITM Validation Figure 43
Gabites Porter
Valetta St
77 39
645 576
43 63
19 30
620 640
8 9
SH Illawarra Hwy
Surveyed
Modelled
Illawarra Hwy
222 216
110 73
616 661
214 257
78 92
678 695
SH
Illawarra Hwy
White St
Illawarra Hwy
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 114
Wingecaribee
Transportation Study Illawarra Hwy / Arthur St / Lackey Rd
ITM Validation Figure 44
Gabites Porter
Arthur St
Illawarra Hwy 51 27
795 796
41 4
105 113
785 898
28 12
SH Illawarra Hwy
Surveyed
Modelled
90 105 721
677
115 120 653
708
187 213
4 8
SH
Lackey Rd
Illawarra Hwy Illawarra Hwy
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 115
Wingecaribee
Transportation Study Illawarra Hwy / Railway St / Waite St
ITM Validation Figure 45
Gabites Porter
Railway St
36 12
675 626
5 2
50 60
733 807
10 6
SH Illawarra Hwy
Surveyed
Modelled
Illawarra Hwy
87 69 439
434
235 186 521
637
161 171
113 106
SH
Waite St
Illawarra Hwy Illawarra Hwy
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 116
Wingecaribee
Transportation Study Illawarra Hwy / Yarrawa St
& Lackey Rd / Parkes Rd
ITM Validation
Figure 46 Gabites Porter
8 8
3 3
411 466
2 2
3 2
15 15
49 62 461
531
11 9
71 72
17 9
6 2
SH
Yarrawa St
Yarrawa St
Illawarra Hwy
Surveyed
Modelled
Illawarra Hwy
Parkes Rd
4 1
22 13
42 19
42 43
5 1
60 39
SH
Lackey Rd
Lackey Rd
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 117
Wingecaribee
Transportation Study Old Hume Hwy / Bessemer St
& Douglas Rd / Berrima Rd
ITM Validation
Figure 47 Gabites Porter
3 1
33 8
155 125
4 0
15 10
147 120
SH
Berrima Rd
Douglas Rd
Berrima Rd
Surveyed
Modelled
10 10
52 23
277 217
46 31
12 16
78 34
5 1 269
197
54 35
12 0
25 17
51 30
SH
Bessemer St
Bessemer St
Old Hume Hwy Old Hume Hwy
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 118
Wingecaribee
Transportation Study Church Ave / Wilson Dr
& Moss Vale Rd / Holly Rd
ITM Validation
Figure 48 Gabites Porter
Moss Vale Rd
Holly Rd
16 0
15 1
16 2
462 463
15 0
558 427
SH
Moss Vale Rd
Surveyed
Modelled
30 27 105
127
174 125 77
116
105 119
28 27
SH
Wilson Dr
Church Ave Church Ave
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 119
Wingecaribee
Transportation Study Hume Hwy / Church Ave
ITM Validation Figure 49
Gabites Porter
25 33
0 0
44 34
247 224
0 0
0 0
12 7 129
206
43 9
0 0
0 0
0 0
SH
Hume Hwy
Hume Hwy
Church Ave Church Ave
Surveyed
Modelled
0 0
124 195
26 13
0 0
0 0
24 30
0 0 46
21
0 0
4 6
30 27
0 0
SH
Hume Hwy
Church Ave
Hume Hwy
Church Ave
(to Sydney)
(from Sydney)
(to Sydney)
(from Sydney)
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 120
11 24HR FACTORED MODEL WITH SHOPPING-SCHOOL PEAK PERIOD
11.1 24Hr Factored Model
As the shopping-school peak has replaced the evening peak period, the 24hr model is
recreated using factors of the morning, inter peak and shopping-peak.
The factors used to create the 24hr model are as follows:
• Internal AM Peak loaded Network 2.90
• Internal Inter Peak loaded Network 7.65
• Internal SH Peak loaded Network 3.15
• Through AM Peak loaded Network 4.25
• Through Inter Peak loaded Network 10.70
• Through SH Peak loaded Network 2.65
11.2 24Hr Factored Model Results
The validation statistics for each cordon are summarised in Table 41 and Table 42 for
the factored 24hr model. Scatterplots of total counts for the all day period are shown in
Figure 50.
The output file produced by CORDON is included in Appendix Four.
The 24hr model using the shopping-school peak period has validated very similarly to
when previously used the evening peak period.
Factored 24hr Network Validation Table 41
Screenline 1 – All Counts
Count 120468
Volume 120533
Change 65
% 100
Correlation Coefficient 0.979
%RMS 26.62
GEH Total 0.0
GEH Link Grouping <5 <7 <10 <12
% in GEH Group 93.6 100 100 100
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 121
Factored 24hr Mean Average Difference Validation Table 42
Below 3000 vpd
COUNT VOLUME CHANGE Abs Diff % GEH
CANYONLEIGH RD 105 107 2 2 54.3 1.2
MAIRINGER CR 163 140 -23 23 46 1.4
LAVIS RD 465 611 146 146 108.4 0.4
OXFORD ST 493 502 9 9 47.1 2.9
DOUGLAS RD 507 289 -218 218 74 1.4
ORIENT ST 569 403 -166 166 83.7 0.9
OXLEY DR 590 473 -117 117 96.3 0.2
GREENHILLS RD 605 582 -23 23 75.7 1.3
GOLDEN VALE RD 652 507 -145 145 87.9 0.8
CURROCKBILLY ST 655 612 -43 43 57.6 2.6
CANYONLEIGH RD 761 735 -26 26 64.4 2.2
WEBB ST 778 1241 463 463 97.3 0.2
MERANIE ST 785 894 109 109 124.5 1.3
RAILWAY ST 796 1186 390 390 56.9 3
ERITH ST 1008 698 -310 310 56.2 3.3
OLD HUME HWY 1115 872 -243 243 168.2 4.1
OXLEY DR 1128 728 -400 400 69.3 2.4
OXLEY DR 1219 771 -448 448 129.5 2
VALETTA ST 1378 1562 184 184 128.7 2
MEDWAY RD 1378 1058 -320 320 101.3 0.1
WILLOW DR 1407 544 -863 863 141.1 2.9
OLD SOUTH RD 1411 1742 331 331 83.3 1.3
SUTTOR RD 1451 1083 -368 368 64.4 3.2
BONG BONG RD 1547 1743 196 196 123.7 1.9
OXLEYS HILL RD 1593 1562 -31 31 69.1 2.7
CENTENNIAL RD 2052 1732 -320 320 82.7 1.7
LACKEY RD 2066 1422 -644 644 83.2 1.7
COLO ST 2100 1577 -523 523 101.2 0.1
PIONEER ST 2479 3190 711 711 91 1
BOARDMAN RD 2487 2347 -140 140 115.3 1.5
ASCOT RD 2585 2067 -518 518 83.2 1.8
LYELL ST 2633 2495 -138 138 79.1 2.3
OLD BOWRAL RD 2780 3090 310 310 104.1 0.5
LYELL ST 2848 2311 -537 537 74.9 3
TOTALS 44589 40876 -3173 9415 91.7 3.7
MAD 21%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 122
Factored 24hr Mean Average Difference Validation Table 42
Above 3000 vpd
COUNT VOLUME CHANGE Abs Diff % GEH
THROSBY ST 3022 2372 -650 650 97.2 0.3
ERIDGE PARK RD 3101 3889 788 788 122.9 2.4
EMILY CCT 3192 1582 -1610 1610 122.1 2.4
ELIZABETH ST 3563 4811 1248 1248 132.6 3.7
WILSON DR 3747 3140 -607 607 101.1 0.1
RANGE RD 4293 6275 1982 1982 128.2 3.6
OLD SOUTH RD 4780 4803 23 23 109 1.2
ERIDGE PARK RD 5080 6546 1466 1466 110.5 1.5
WAITE ST 5693 5528 -165 165 93.1 1.1
CHURCH AV 5977 5374 -603 603 95 0.8
BOWRAL ST 6952 6015 -937 937 68.7 5.8
BONG BONG ST 10678 12479 1801 1801 99.6 0
STATION ST 15801 16843 1042 1042 110.1 2.5
TOTALS 75879 79657 3778 12922 105 2.8
MAD 17%
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 123
24 Hr
R2 = 0.9565
0
2000
4000
6000
8000
10000
12000
14000
16000
18000
0 2000 4000 6000 8000 10000 12000 14000 16000 18000
Wingecarribee Shire Council Scatterplot of All 2006 Counts for 24 Hr
(with Shopping-School period) Figure 50
Gabites Porter
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 124
12 CONCLUSIONS
The Wingecarribee Transportation Model was developed by Gabites Porter with
TRACKS, a transport planning software developed, maintained and marketed by
Transportation and Traffic Systems Ltd.
The model has followed the following stages of development: vehicle driver trip
generation, distribution and assignment. In addition, it has been successfully validated
to the levels required by the Land Transport NZ Project Evaluation Manual guidelines for
overall link traffic validation and is fully capable of any demand on it of strategic
nature.
This report specifically details the building and validation of the 2006 Wingecarribee
Transportation Model and does not evaluate any deficiencies in network operation or
parking. These aspects will be covered in detail in the Model Deficiency Report for 2006,
2016 and 2026 to follow. Any following work will deal with the Shopping-School peak
period (3pm-4pm) instead of the Evening peak period (one hour of 4pm-6pm) as this is
deemed the most important of the two periods.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report Page 125
REFERENCES
Akcelik Akcelik, R., Travel Time Functions for Transportation Planning
Purposes. Australian Road Research, 21(3), September 1991.
Akcelik Akcelik, R., The Highway Capacity Manual Formula for Signalised
Intersections. ITE Journal, March 1988, Vol. 58, No. 3.
Fisk Fisk, C.S., Link Travel Time Functions for Traffic Assignment.
Department of Civil Engineering, University of Auckland.
Fisk Fisk, C.S., and Tan H.H., Delay Analysis for Priority Intersections.
Department of Civil Engineering, University of Auckland, 1989.
Gabites Porter Dunedin City Transportation Study - Study Methodology Report,
February 1992.
Gabites Porter Performance Analysis of Priority Intersections - A Practitioner’s
Guide, September 1991
Gabites Porter Hawke’s Bay Regional Traffic Study , April 2004
APPENDICES 1. Zone To Census Lookup Table
2. Zone Data File
3. CALM Data Files
4. Screenline Validation Outputs
5. Intersection Turning Movement
Validation
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App1-1
Appendix 1
Zone Associated Location CCD Zone Associated Location CCD
1 152 1200908 56 292 1201009
2 152 1200908 57 292 1201009
3 152 1200908 58 292 1201009
4 152 1200908 59 292 1201009
5 152 1200908 60 291 1201009
6 165 1200902 61 291 1201009
7 301 1200908 62 Spare
8 301 1200908 63 Spare
9 302 1200908 64 Spare
10 153 1200905 65 201 1200701
11 153 1200905 66 201 1200701
12 153 1200905 67 200 1200708
13 302 1200908 68 200 1200708
14 302 1200908 69 200 1200708
15 301 1200908 70 200 1200708
16 165 1200902 71 205 1200708
17 165 1200902 72 205 1200708
18 150 1200908 73 211 1200709
19 150 1200908 74 209 1200709
20 150 1200908 75 Spare
21 150 1200908 76 Spare
22 151 1200908 77 Spare
23 151 1200908 78 256 1200812
24 151 1200908 79 254 1200815
25 148 1200905 80 254 1200815
26 151 1200908 81 251 1200802
27 150 1200908 82 250 1200802
28 150 1200908 83 250 1200802
29 150 1200908 84 250 1200802
30 150 1200908 85 250 1200802
31 165 1200902 86 250 1200802
32 150 1200908 87 250 1200802
33 160 1201109 88 250 1200802
34 301 1200908 89 250 1200802
35 165 1200902 90 Spare
36 Spare 91 Spare
37 102 1201005 92 221 1200702
38 101 1201005 93 222 1200702
39 101 1201005 94 211 1200709
40 101 1201005 95 211 1200709
41 102 1201005 96 216 1200713
42 102 1201005 97 216 1200713
43 103 1201009 98 216 1200713
44 103 1201009 99 215 1200713
45 102 1201005 100 215 1200713
46 102 1201005 101 Mittagong 1201005
47 102 1201005 102 Mittagong 1201005
48 101 1201005 103 Mittagong 1201009
49 101 1201005 104 Mittagong 1201009
50 101 1201005 105 Mittagong 1201003
51 101 1201005 106 Mittagong 1201007
52 101 1201005 107 Mittagong 1201007
53 105 1201003 108 Mittagong 1201010
54 105 1201003 109 Mittagong 1201005
55 292 1201009 110 Mittagong 1200909
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App1-2
Zone Associated Location CCD Zone Associated Location CCD
111 Mittagong 1200909 166 Bowral 1200902
112 Mittagong 1200909 167 Bowral 1200901
113 Mittagong 1200907 168 Bowral 1200901
114 Mittagong 1200907 169 Bowral 1200901
115 Mittagong 1201002 170 Mittagong 1200903
116 Mittagong 1201002 171 Bowral 1200906
117 Mittagong 1201002 172 Bowral 1200906
118 Mittagong 1201011 173 Bowral 1200904
119 Mittagong 1201002 174 Bowral 1200904
120 Mittagong 1201002 175 Bowral 1201103
121 Mittagong 1201002 176 Bowral 1201108
122 Mittagong 1201001 177 Bowral 1201110
123 Mittagong 1201009 178 Bowral 1201104
124 Mittagong 1200612 179 Bowral 1201104
125 Mittagong 1200614 180 Bowral 1201104
126 Mittagong 1201012 181 Bowral 1201112
127 Mittagong 1201004 182 Bowral 1201112
128 Mittagong 1200903 183 Bowral 1201014
129 Mittagong 1201002 184 Bowral 1201014
130 Mittagong 1201002 185 Bowral 1200904
131 Mittagong 1201001 186 Burradoo 1201106
132 Mittagong 1201001 187 Bowral 1201106
133 Mittagong 1201001 188 Burradoo 1201107
134 Berrima 1200603 189 Bowral 1201107
135 Berrima 1200703 190 Bowral 1201107
136 Bundanoon 1200814 191 Bowral 1200705
137 Moss Vale 1200803 192 Bowral 1201111
138 Moss Vale 1200817 193 Bowral 1201111
139 Robertson 1200809 194 Bowral 1200609
140 Robertson 1200807 195 Bowral 1200609
141 Robertson 1200807 196 Mittagong 1201001
142 Robertson 1200808 197 Bowral 1200609
143 Kangaloon 1201008 198 Mittagong 1201004
144 Hill Top 1200607 199 Colo Vale 1200608
145 Hill Top 1200606 200 Moss Vale 1200708
146 Hill Top 1200606 201 Moss Vale 1200701
147 Colo Vale 1200606 202 Moss Vale 1200701
148 Bowral 1200905 203 Moss Vale 1200701
149 Bowral 1200906 204 Moss Vale 1200701
150 Bowral 1200908 205 Moss Vale 1200708
151 Bowral 1200908 206 Moss Vale 1200708
152 Bowral 1200908 207 Moss Vale 1200708
153 Bowral 1200905 208 Moss Vale 1200708
154 Bowral 1200905 209 Moss Vale 1200709
155 Bowral 1201103 210 Moss Vale 1200709
156 Bowral 1201102 211 Moss Vale 1200709
157 Bowral 1201102 212 Moss Vale 1200710
158 Bowral 1201105 213 Moss Vale 1200710
159 Bowral 1201105 214 Moss Vale 1200713
160 Bowral 1201109 215 Moss Vale 1200713
161 Bowral 1201101 216 Moss Vale 1200713
162 Bowral 1201101 217 Moss Vale 1200711
163 Bowral 1201101 218 Moss Vale 1200711
164 Bowral 1201101 219 Moss Vale 1200712
165 Bowral 1200902 220 Moss Vale 1200712
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App1-3
Zone Associated Location CCD Zone Associated Location CCD
221 Moss Vale 1200702 276 Mittagong 1200604
222 Moss Vale 1200702 277 Hill Top Rural 1200606
223 Moss Vale 1200702 278 Moss Vale 1200705
224 Moss Vale 1200715 279 Bowral 1200705
225 Moss Vale 1200715 280 Moss Vale 1200705
226 Moss Vale 1200714 281 Bowral 1201108
227 Moss Vale 1200706 281 Bowral 1201006
228 Moss Vale 1200706 282 Bowral 1201103
229 Moss Vale 1200707 282 Bowral 1200804
230 Moss Vale 1200707 283 Bowral 1201104
231 Moss Vale 1200707 284 Bowral 1201105
232 Moss Vale 1200707 285 Bowral 1201106
233 Moss Vale 1200804 286 Bowral 1201112
234 Moss Vale 1200817 287 Bowral 1201112
235 Moss Vale 1200803 288 Bowral 1201112
236 Moss Vale 1200803 289 Mittagong 1200903
237 Moss Vale 1200803 290 Mittagong 1200907
238 Moss Vale 1200704 291 Mittagong 1201009
239 Moss Vale 1200705 292 Mittagong 1201009
240 Moss Vale 1200705 293 Mittagong 1201009
241 Moss Vale 1200705 294 Mittagong 1201009
242 Moss Vale 1200804 295 Berrima 1200602
243 Kangaloon 1201008 296 Berrima 1200602
244 Burrawang 1200804 297 Berrima 1200601
245 Burrawang 1200806 298 Berrima 1200601
246 Burrawang 1200809 299 Berrima 1200601
247 Robertson 1200808 300 Berrima 1200703
248 Robertson 1200807 301 Bowral 1200908
249 Robertson 1201013 302 Bowral 1200908
250 Bundanoon 1200802 303 Spare
251 Bundanoon 1200802 304 Bowral 1201108
252 Bundanoon 1200816 305 Moss Vale 1200715
253 Bundanoon 1200816 306 Moss Vale 1200712
254 Bundanoon 1200815 307 Bundanoon 1200813
255 Bundanoon 1200801 308 Spare
256 Bundanoon 1200812 309 Spare
257 Bundanoon 1200801 310 Bowral 1201014
258 Bundanoon 1200811 311 Bowral 1201014
259 Bundanoon 1200814 312 Willow Vale 1201012
260 Bundanoon 1200810 313 Mittagong 1201010
261 Bundanoon 1200810 314 Mittagong 1201011 262 Bundanoon 1200813 315 Willow Vale 1200612
263 1200703 316 Willow Vale 1201004
264 Berrima 1200601 317 Willow Vale 1201004 265 Berrima 1200602 318 Mittagong 1201004
266 Berrima 1200603 319 Mittagong 1201004
267 Mittagong 1200604 320 Moss Vale 1200710 268 Hill Top 1200606 321 Moss Vale 1200713
269 Bowral 1201006 322 Moss Vale 1200713
270 Hill Top 1200607 323 Moss Vale 1200804 271 Bowral 1201103 324 Moss Vale 1200804
272 Hill Top 1200613 325 Moss Vale 1200804
273 Yerrinbool 1200610 326 Moss Vale 1200804 274 Colo Vale 1200611 327 Moss Vale 1200804
275 Colo Vale 1200605 328 Moss Vale 1200708
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App1-4
Zone Associated Location CCD Zone Associated Location CCD
329 Mittagong 1201002 338 Mittagong 1201002
330 Willow Vale 1201012 339 Mittagong 1201002
331 Mittagong 1201003 340 Mittagong 1201002
332 Mittagong 1201003 341 Moss Vale 1200702
333 Mittagong 1201003 342 Moss Vale 1200701
334 Mittagong 1200909 346 Moss Vale 1200705
335 Mittagong 1201005 347 Moss Vale 1200705
336 Mittagong 1201005 348 Moss Vale 1200705
337 Mittagong 1201005
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-5
APPENDIX 2
ZONE DATA FILE
\ZONEDTV5.20
WINGECARRIBEE 2006 LAND USE DATA
ZONEDT.LST
370
Employees/HH
Cars/HH
1. Households
2. Pre_Primary
3. Secondary
4. Tertiary
5. Retail
6. Finance
7. Community
8. Manufacturing
9. Other
10. Total
11. Large Format Retail
12. Station
13. AM INBOUND EXT 1HR
14. AM OUTBOUND EXT 1HR
15. AM INBOUND THRU 1HR
16. AM OUTBOUND THRU 1HR
17. INT INBOUND EXT 3HR
18. INT OUTBOUND EXT 3HR
19. INT INBOUND THRU 3HR
20. INT OUTBOUND THRU 3HR
21. PM INBOUND EXT 1HR
22. PM OUTBOUND EXT 1HR
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-6
23. PM INBOUND THRU 1HR
24. PM OUTBOUND THRU 1HR
1 13 20 41 18 20 112
2
3 33 13 46
4 4 22 10 36
5 56 25 10 17 105
6 32 17 49 32 20
7 30 10 5 45
8 31 10 41
9 31 50 11 36 128
10 26 18 66 110
11
12 12 107 119
13 94 26 120 120
14 120 58 8 4 190
15 157 79 29 285 20
16 73 20 93
17 2 2
18 5 61 24 90
19 4 6 10
20 20 7 8 35
21 70 31 15 116
22 15 6 5 26
23 68 32 14 114
24 58 23 10 91 50
25
26 90 15 122 217
27 20 10 18 48
28 22 53 11 86 10
29 53 5 58
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-7
30 16 10 24 50
31
32 12 15 13 5 45
33 18 24 22 64
34
35 63 6 30 56 62 217
36
37 12 12
38 6 5 11 6
39
40
41 8 6 14
42 20 13 18 26 77
43 8 10 18
44 45 2 3 50
45 27 38 65
46 18 13 35 13 79
47 7 14 38 58
48 26 11 20 57
49 20 20
50 11 39 50
51 4 19 3 26
52 28 5 59 92
53
54 34 10 8 52
55 100 64 18 6 188
56 12 17 5 34
57 5 43 48
58 86 40 40 167
59 10 10
60 66 50 31 10 156
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-8
61
62
63
64
65 15 10 12 37
66 56 3 17 10 86
67 41 13 5 59
68 95 124 30 249 80
69 57 22 29 10 118 32
70 5 38 17 60 5
71 8 20 12 40
72 25 45 86 30 186 5
73 72 51 123 20
74 25 15 1 41
75
76
77
78 22 22
79 6 10 20 18 54
80
81 6 9 12 26
82
83 25 33 11 58 127
84 6 6
85 157 2 15 5 22
86 12 2 5 19
87 9 6 15 18 3 51
88
89 8 8
90
91
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-9
92 10 5 30 30 75
93 20 20 10 30 80
94 6 6 12
95 12 6 18
96 15 5 5 25 15
97 5 27 32
98 30 15 15 30 90
99 12 5 10 20 47
100 35 5 40 35
101 1.11 1.6 24
102 1.11 1.6 36 3 3
103 1.11 1.6 18
104 1.11 1.6 55 420 5 80 5 90
105 1.11 1.6 13
106 1.11 1.6 86
107 1.11 1.6 129
108 1.11 1.6 315
109 1.11 1.6 89
110 1.11 1.6 52
111 1.11 1.6 21
112 1.11 1.6 62
113 1.11 1.6 69
114 1.11 1.6 69
115 1.11 1.6 15 64 10 17 91
116 1.11 1.6 15 5 20 15 40
117
118 1.11 1.6 213
119 1.11 1.6 31
120 1.11 1.6 15 17 5 29 15 66
121 1.11 1.6 31
122 1.13 1.8 60
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-10
123
124 1.44 2 21 37 53 31 286 143 550
125 1.16 1.6 27
126 1.44 2 157 10 12 11 33
127 1.11 1.6 12
128 0.94 1.4 50
129 1.11 1.6 31 10 82 20 8 120
130 1.11 1.6 62 56 5 6 23 103 192
131 1.13 1.8 75
132 1.13 1.8 75
133 1.13 1.8 55 17 12 14 12 56
134 1.6 2.3 103
135 1.2 2 43
136 0.88 1.6 60 4 4 4 5 6 23
137 1.2 2 19
138 1.1 2.1 58 35 5 6 3 1 11 25
139 1.31 2.1 68
140 1.33 1.9 65
141 1.33 1.9 33
142 1.33 1.9 139 25 41 20 14 2 77
143 1.33 1.9 69 11 10 11 4 42 77
144 1.16 1.8 95
145 1.4 2.2 42
146 1.4 2.2 69
147 1.4 2.2 17
148 0.94 1.4 75
149 0.94 1.4 35
150 0.94 1.4 7
151 0.94 1.4 45 569 8 8
152 0.94 1.4 75 405 4 15 3 22
153 0.94 1.4 75
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-11
154 0.94 1.4 56
155 0.94 1.4 58 12 45 281 27 365
156 0.94 1.4 170
157 0.94 1.4 73 1020 100 100
158 1.06 1.7 82 30 10 50 30 120
159 1.06 1.7 110
160 0.94 1.4 119 63 57 172 21 74 387
161 1.06 1.7 44 52 113 56 6 227
162 1.06 1.7 44 20 20
163 1.06 1.7 11 5 14 66 85
164 1.06 1.7 11
165 1.22 1.8 23 63 6 30 56 62 217
166 1.22 1.8 90
167 1.22 1.8 70
168 1.22 1.8 35 200
169 1.22 1.8 35
170 0.94 1.4 150
171 0.94 1.4 53
172 0.94 1.4 89
173 0.94 1.4 85
174 0.94 1.4 43
175 0.94 1.4 73
176 1.27 1.7 68
177 1.27 1.7 194
178 0.94 1.4 61
179 0.94 1.4 91
180 0.94 1.4 61
181 1.27 1.7 132 7 8 10 1 13 40
182 1.27 1.7 56 3 4 6 1 7 20
183 1.27 1.7 145 5 6 8 1 10 30
184 1.27 1.7 144 5 6 8 1 10 30
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-12
185 0.94 1.4 43 12 12
186 1.06 1.7 43 430
187 1.06 1.7 125
188 1.06 1.7 115 1100 120 120
189 1.06 1.7 26
190 1.06 1.7 115
191 1.44 2.2 5
192 1.06 1.7 123 486 50 50
193 1.06 1.7 14 6 6
194 1.22 2.2 47
195 1.22 2.2 35
196 1.13 1.8 15
197 1.22 2.2 35
198 1.11 1.6 12
199 1.65 2.6 78
200 1.12 1.6 26
201 1.12 1.6 53 5 56 61
202 1.12 1.6 53 5 20 25
203 1.12 1.6 85
204 1.12 1.6 21 12 12
205 1.12 1.6 64 480 15 60 20 95
206 1.12 1.6 64
207 761 3 80 10 93
208 1.12 1.6 51
209 1.12 1.6 58 6 25 10 41
210 1.12 1.6 58 6 6 12
211 1.12 1.6 116 9 9
212 1.12 1.6 87
213 1.12 1.6 44
214 1.1 1.6 14
215 1.1 1.6 57
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-13
216 1.1 1.6 57
217 1.1 1.6 90 10 10
218 1.1 1.6 90
219 1.1 1.6 113
220 1.1 1.6 113
221 1.1 1.6 40 7 5 20 15 30 78
222 1.1 1.6 18 205 38 52 39 10 39 177
223 1.1 1.6 72
224 1.1 1.6 109 183 95 5 15 30 30 175
225 1.1 1.6 109
226 1.12 1.6 164 12 10 22
227 1.1 1.6 97 95 95
228 1.1 1.6 97 2 96 50 148
229 1.12 1.6 22 12 12 209 20 253
230 1.12 1.6 89
231 1.12 1.6 56
232 1.12 1.6 56 5 5
233 1.44 2.2 6 197
234 1.1 2.1 58 5 7 4 1 13 30
235 1.2 2 6
236 1.2 2 25
237 1.2 2 38
238 1.2 2 114 45 11 13 6 4 78
239 1.44 2.2 10
240 1.44 2.2 5 106 106
241 1.44 2.2 10
242 1.44 2.2 38 46
243 1.33 1.9 69 33 11 10 11 4 42 77
244 1.31 2.1 26
245 1.15 1.9 83 29 36 46 30 7 85 205
246 1.31 2.1 68
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-14
247 1.33 1.9 139 20 10 8 10 69 117
248 1.33 1.9 65 175 56 27 18 15 104 219
249 1.33 1.9 69
250 0.93 1.5 65 5 30 35
251 0.93 1.5 65
252 0.93 1.5 82
253 0.93 1.5 123
254 0.93 1.5 101
255 0.93 1.5 149
256 0.93 1.5 195 23 5 15 43
257 0.93 1.5 64
258 1.2 2 79 4 4 4 5 6 23
259 0.88 1.6 60 36 4 4 4 5 6 23
260 1.2 2 88 13 2 2 2 2 3 11
261 1.2 2 131 2 2 2 2 3 11
262 1.12 1.8 78 84 83 20 24 10 63 200
263 1.2 2 142 50 50
264 1.12 1.6 180
265 1.36 1.8 31 77 50 11 138
266 1.6 2.3 133 26 15 5 14 69 129
267 1.65 2.2 53
268 1.4 2.2 27
269 1.54 2.2 73
270 1.16 1.8 95 275 33 39 35 16 75 198
271 0.94 1.4 73
272 1.16 1.8 155
273 1.16 1.8 290
274 1.31 1.9 317 10 4 14 4 29 60
275 1.31 1.9 165 274 10 4 14 4 29 60
276 1.65 2.2 53
277 1.4 2.2 27
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-15
278 1.44 2.2 10 87 34 120
279 1.44 2.2 5 37 33 70
280 1.44 2.2 10 7 7
281 1.27 1.7 48
282 1.44 2.2 106
283 0.94 1.4 91 10 75 85
284 1.06 1.7 82
285 1.06 1.7 125
286 1.27 1.7 84 5 6 8 1 10 30
287 1.27 1.7 204 5 6 8 1 10 30
288 1.27 1.7 84 5 6 8 1 10 30
289 0.94 1.4 50
290 1.11 1.6 35
291 1.11 1.6 18
292 1.11 1.6 18
293 1.11 1.6 18 300 8 50 20 78
294 1.11 1.6 55
295 1.36 1.8 41 64 3 11 35 49
296 1.36 1.8 31 71 42 3 117
297 1.12 1.6 24
298 1.12 1.6 24 16 16
299 1.2 2 12
300 1.2 2 43
301 0.94 1.4 7 4 4
302 0.94 1.4 15 40
303 0.94 1.4 110
304 1.27 1.7 68
305 1.44 2 95
306 1.1 1.6 48 40 40
307 1.12 1.8 78 83 20 24 10 63 200
308
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-16
309
310 1.27 1.7 75 5 6 8 1 10 30
311 1.27 1.7 107 5 6 8 1 10 30
312 1.11 1.6 26
313 1.11 1.6 141
314 1.11 1.6 24 204
315 1.11 1.6 95
316 1.11 1.6 16
317 1.11 1.6 12 12 12
318 1.11 1.6 12 51
319 1.11 1.6 16
320 1.1 1.6 38
321 1.1 1.6 14
322 1.12 1.6 36
323 1.12 1.6 6
324 1.12 1.6 6 6 15 25 46
325 1.12 1.6 6
326 1.12 1.6 6
327 1.12 1.6 6
328 1.12 1.6 51
329 1.11 1.6 15 10 2 3 15
330 1.44 2 26 40 40
331 1.11 1.6 66
332 1.11 1.6 52 14 2 2 18
333 1.11 1.6 131
334 1.11 1.6 52
335 1.11 1.6 26 305 50 50
336 1.11 1.6 39
337 1.11 1.6 49
338 1.11 1.6 15 44 10 44 73 170
339 1.11 1.6 15 55 10 42 140 246
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App2-17
340 1.11 1.6 62
341 1.1 1.6 18 649
342 34 6 40
343
344
345
346 1.44 2.2 20 70 10 80
347 1.44 2.2 15 20 8 28
348 1.44 2.2 10 2 2 4
349 46 10 32 87
350
351
352
353
354
355
356
357
358
359
360
361
362 9 11 21 21 13 11
363 13 17 30 30 20 16
364
365 587 743 466 449 2142 2494 1454 1737 917 915 556 625
366
367 136 73 117 37 342 291 259 198 91 145 47 116
368 29 34 26 24 72 74 67 66 30 34 12 22
369 104 122 92 80 260 266 234 231 110 123 45 82
370 974 1413 436 547 3194 3093 1738 1521 1867 1234 711 526
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-1
APPENDIX 3
CALM Inventory File \PARKEDV5.20 Special Columns
WINGECARRIBEE 2006 PARKING INVENTORY
ON15 ON30 ON60 ON120 ONUR OF15 OF60 OF120 OFUR3HCUST2HCUST LEASE OFEMP
1 0 0 22 0 19 0 0 0 0 35 0 0
2 0 0 0 0 9 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 25 0 0 0
4 0 0 5 40 11 0 0 0 0 0 0 0
5 0 0 9 0 0 0 0 0 118 0 0 0
6 0 0 0 0 6 0 0 0 139 0 0 0
7 0 0 0 0 3 0 0 0 0 25 0 0
8 0 0 40 0 0 0 0 0 0 5 0 0
9 6 6 22 0 0 0 0 0 0 0 0 0
10 0 0 0 0 0 0 0 0 37 39 0 0
11 0 0 0 0 18 0 0 0 12 0 0 0
12 0 0 30 0 0 0 0 4 0 0 0 0
13 0 0 33 0 0 0 0 0 0 246 0 0
14 0 0 36 0 0 0 0 0 0 0 0 0
15 0 0 0 0 0 0 0 0 0 129 0 0
16 0 0 10 0 0 0 0 0 23 0 0 0
17 0 0 8 0 8 0 0 0 70 0 0 0
18 0 0 0 0 0 0 0 0 0 20 0 0
19 0 0 0 0 0 0 0 0 0 34 0 0
20 0 0 0 0 5 0 0 0 56 0 0 0
21 0 0 5 0 5 0 0 0 0 52 0 0
22 0 0 34 0 0 0 0 0 0 0 0 0
23 0 0 24 0 0 0 0 0 0 0 0 0
24 0 0 0 0 29 0 0 0 0 109 233 0 0
25 0 0 4 0 38 0 0 0 50 0 0 0
26 0 0 0 0 29 0 0 0 0 99 0 0
27 0 0 12 0 0 0 0 0 0 3 0 0
28 0 0 0 0 7 0 0 0 0 50 0 0
29 0 0 24 0 9 0 0 0 0 123 0 0
30 0 0 0 0 0 0 0 0 0 20 0 0
31 0 0 8 0 26 0 0 0 0 0 0 0
32 0 0 0 0 0 0 0 0 0 53 0 0
33 0 0 0 0 61 0 0 0 0 0 0 0
34 0 0 0 0 0 0 0 0 0 0 0 0
35 0 0 0 0 0 0 0 0 0 0 0 0
36 0 0 0 0 0 0 0 0 0 0 0 0
37 0 0 0 4 45 0 0 0 0 0 0 0
38 0 0 0 0 33 0 0 0 47 0 0 0
39 0 0 0 0 54 0 0 0 0 0 0 0
40 0 0 0 0 30 0 0 0 0 0 0 0
41 0 0 0 0 20 0 0 0 0 0 0 0
42 0 0 0 13 25 0 0 0 56 0 0 0
43 0 0 0 3 0 0 0 0 0 53 0 0
44 0 0 7 0 0 0 0 41 26 15 0 0
45 0 0 0 0 0 0 0 0 62 40 0 0
46 0 0 15 0 0 0 0 0 0 0 0 0
47 0 0 13 0 0 0 0 0 0 0 0 0
48 0 0 6 0 0 0 0 0 30 0 0 0
49 0 0 5 0 0 0 0 0 60 66 0 0
50 0 15 6 0 8 0 0 0 0 0 0 0
51 0 0 0 0 24 0 0 0 0 0 0 0
52 0 0 12 0 32 0 0 0 53 0 0
53 0 0 0 0 3 0 0 0 0 0 0 0
54 0 0 0 0 6 0 0 0 0 30 0 0
55 2 9 0 0 0 0 0 0 0 5 0 0
56 0 0 0 0 9 0 0 0 45 42 0 0
57 0 0 0 0 28 0 0 0 0 0 0 0
58 2 0 6 0 42 0 0 0 0 0 0 0
59 0 0 0 0 8 0 0 0 59 0 0
60 0 0 9 0 21 0 0 0 0 24 0 0
61 0 0 0 0 15 0 0 0 10 50 0 0
62 0 0 0 0 0 0 0 0 0 0 0 0
63 0 0 0 0 0 0 0 0 0 0 0 0
64 0 0 0 0 0 0 0 0 0 0 0 0
65 0 0 0 0 39 0 0 0 0 0 0 0
66 0 0 28 0 0 0 0 0 15 12 0 0
67 0 0 13 0 4 0 0 0 6 0 0 0
68 0 0 39 0 0 0 0 0 0 150 0 0
69 0 0 3 0 0 5 0 85 10 0 0 0
70 0 0 0 0 0 0 0 0 132 0 0 0
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-2
71 0 0 3 8 23 0 0 0 44 0 0 0
72 12 0 0 0 36 0 0 0 68 0 0 0
73 0 0 18 0 13 0 18 0 92 32 0 15
74 0 0 22 0 0 0 0 0 0 0 0 0
75 0 0 0 0 0 0 0 0 0 0 0 0
76 0 0 0 0 0 0 0 0 0 0 0 0
77 0 0 0 0 0 0 0 0 0 0 0 0
78 0 0 0 0 15 0 0 0 0 0 0 0
79 0 0 0 0 51 0 0 0 0 8 0 4
80 0 0 0 0 0 0 0 0 15 5 0 0
81 0 0 0 0 50 0 0 0 0 0 0 8
82 13 0 0 0 20 0 0 0 0 0 0 0
83 0 0 0 0 32 0 0 0 0 50 0 0
84 3 0 0 0 14 0 0 0 0 0 0 0
85 0 0 0 0 24 0 0 0 0 3 0 0
86 0 0 0 0 11 0 0 0 0 5 0 0
87 0 0 0 0 50 0 0 0 0 21 0 0
88 0 0 0 0 0 0 0 0 0 0 0 0
89 0 0 0 0 0 0 0 0 0 67 0 0
90 0 0 0 0 0 0 0 0 0 0 0 0
91 0 0 0 0 0 0 0 0 0 0 0 0
92 0 0 0 0 64 0 0 30 0 0 0 0 0
93 0 0 34 0 6 0 0 60 0 0 0 0 0
94 0 0 17 0 12 0 0 0 0 0 0 0 0
95 0 0 10 0 0 0 0 0 0 0 0 0 0
96 0 0 0 0 43 0 0 41 0 45 0 0 0
97 0 0 0 0 76 0 0 0 0 45 0 0 0
98 0 0 18 0 82 0 0 32 0 13 0 0 0
99 0 0 6 0 27 0 0 38 0 0 0 0 0
100 0 0 0 0 29 0 0 135 0 0 0 0 0
1 1.00 15 0 20 9999 0 0 0 0 0 0
2 1.00 30 0 35 9999 0 0 0 0 0 0
3 1.00 60 0 65 9999 0 0 0 0 0
4 1.00 120 0 125 9999 0 0 0 0 0 0
5 1.00 1000 0 0 0 0 0 0 0 0 0
6 1.00 15 0 20 9999 0 0 0 0 0 0
7 1.00 60 0 65 9999 0 0 0 0 0 0
8 1.00 120 0 125 9999 0 0 0 0 0
9 1.00 1000 0 0 0 0 0 0 0 0
10 1.00 180 0 240 0 245 9999
11 1.00 120 0 180 0 240 0 245 9999 0
12 1.00 1000 0 0 0 0 0 0 0 0
13 1.00 1000 0 0 0 0 0 0 0 0
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-3
CALM 8am Park Availability File \PARKEDV5.20 Special Columns
WINGECARRIBEE 2006 PARKING INVENTORY
ON15 ON30 ON60 ON120 ONUR OF15 OF60 OF120 OFUR3HCUSTOFCUST Lease OFEMP
1 0 0 18 0 8 0 0 0 0 32 0 0
2 0 0 0 0 9 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 25 0 0 0
4 0 0 4 24 8 0 0 0 0 0 0 0
5 0 0 5 0 0 0 0 0 81 0 0 0
6 0 0 0 0 2 0 0 0 118 0 0 0
7 0 0 0 0 3 0 0 0 0 23 0 0
8 0 0 20 0 0 0 0 0 0 5 0 0
9 2 0 6 0 0 0 0 0 0 0 0 0
10 0 0 0 0 0 0 0 0 35 11 0 0
11 0 0 0 0 2 0 0 0 12 0 0 0
12 0 0 21 0 0 0 0 4 0 0 0 0
13 0 0 19 0 0 0 0 0 0 215 0 0
14 0 0 19 0 0 0 0 0 0 0 0 0
15 0 0 0 0 0 0 0 0 0 118 0 0
16 0 0 10 0 0 0 0 0 23 0 0 0
17 0 0 3 0 2 0 0 0 60 0 0 0
18 0 0 0 0 0 0 0 0 0 19 0 0
19 0 0 0 0 0 0 0 0 0 21 0 0
20 0 0 0 0 5 0 0 0 17 0 0 0
21 0 0 5 0 3 0 0 0 0 48 0 0
22 0 0 31 0 0 0 0 0 0 0 0 0
23 0 0 3 0 0 0 0 0 0 0 0 0
24 0 0 0 0 8 0 0 0 0 83 168 0 0
25 0 0 4 0 24 0 0 0 40 0 0 0
26 0 0 0 0 26 0 0 0 0 78 0 0
27 0 0 2 0 0 0 0 0 0 3 0 0
28 0 0 0 0 4 0 0 0 0 37 0 0
29 0 0 17 0 7 0 0 0 0 103 0 0
30 0 0 0 0 0 0 0 0 0 17 0 0
31 0 0 5 0 16 0 0 0 0 0 0 0
32 0 0 0 0 0 0 0 0 0 36 0 0
33 0 0 0 0 30 0 0 0 0 0 0 0
34 0 0 0 0 0 0 0 0 0 0 0 0
35 0 0 0 0 0 0 0 0 0 0 0 0
36 0 0 0 0 0 0 0 0 0 0 0 0
37 0 0 0 2 39 0 0 0 0 0 0 0
38 0 0 0 0 30 0 0 0 38 0 0 0
39 0 0 0 0 49 0 0 0 0 0 0 0
40 0 0 0 0 27 0 0 0 0 0 0 0
41 0 0 0 0 20 0 0 0 0 0 0 0
42 0 0 0 5 17 0 0 0 45 0 0 0
43 0 0 0 1 0 0 0 0 0 42 0 0
44 0 0 6 0 0 0 0 35 19 15 0 0
45 0 0 0 0 0 0 0 0 54 32 0 0
46 0 0 9 0 0 0 0 0 0 0 0 0
47 0 0 12 0 0 0 0 0 0 0 0 0
48 0 0 6 0 0 0 0 0 30 0 0 0
49 0 0 1 0 0 0 0 0 34 49 0 0
50 0 8 5 0 7 0 0 0 0 0 0 0
51 0 0 0 0 24 0 0 0 0 0 0 0
52 0 0 10 0 29 0 0 0 0 45 0 0
53 0 0 0 0 3 0 0 0 0 0 0 0
54 0 0 0 0 5 0 0 0 0 19 0 0
55 2 5 0 0 0 0 0 0 0 2 0 0
56 0 0 0 0 5 0 0 0 43 19 0 0
57 0 0 0 0 22 0 0 0 0 0 0 0
58 2 0 5 0 36 0 0 0 0 0 0 0
59 0 0 0 0 7 0 0 0 0 42 0 0
60 0 0 7 0 12 0 0 0 0 7 0 0
61 0 0 0 0 14 0 0 0 10 43 0 0
62 0 0 0 0 0 0 0 0 0 0 0 0
63 0 0 0 0 0 0 0 0 0 0 0 0
64 0 0 0 0 0 0 0 0 0 0 0 0
65 0 0 0 0 13 0 0 0 0 0 0 0
66 0 0 23 0 0 0 0 0 10 11 0 0
67 0 0 13 0 3 0 0 0 6 0 0 0
68 0 0 28 0 0 0 0 0 0 129 0 0
69 0 0 3 0 0 5 0 64 4 0 0 0
70 0 0 0 0 0 0 0 0 103 0 0 0
71 0 0 2 6 21 0 0 0 35 0 0 0
72 10 0 0 0 23 0 0 0 46 0 0 0
73 0 0 15 0 12 0 0 0 86 29 0 9
74 0 0 19 0 0 0 0 0 0 0 0 0
75 0 0 0 0 0 0 0 0 0 0 0 0
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-4
76 0 0 0 0 0 0 0 0 0 0 0 0
77 0 0 0 0 0 0 0 0 0 0 0 0
78 0 0 0 0 15 0 0 0 0 0 0 0
79 0 0 0 0 35 0 0 0 0 6 0 4
80 0 0 0 0 0 0 0 0 15 4 0 0
81 0 0 0 0 47 0 0 0 0 0 0 7
82 11 0 0 0 9 0 0 0 0 0 0 0
83 0 0 0 0 29 0 0 0 0 45 0 0
84 1 0 0 0 12 0 0 0 0 0 0 0
85 0 0 0 0 24 0 0 0 0 2 0 0
86 0 0 0 0 9 0 0 0 0 5 0 0
87 0 0 0 0 44 0 0 0 0 19 0 0
88 0 0 0 0 0 0 0 0 0 0 0 0
89 0 0 0 0 0 0 0 0 0 41 0 0
90 0 0 0 0 0 0 0 0 0 0 0 0
91 0 0 0 0 0 0 0 0 0 0 0 0
92 0 0 0 0 64 0 0 16 0 0 0 0 0
93 0 0 33 0 5 0 0 49 0 0 0 0 0
94 0 0 14 0 12 0 0 0 0 0 0 0 0
95 0 0 10 0 0 0 0 0 0 0 0 0 0
96 0 0 0 0 38 0 0 32 0 41 0 0 0
97 0 0 0 0 74 0 0 0 0 45 0 0 0
98 0 0 17 0 81 0 0 32 0 9 0 0 0
99 0 0 5 0 26 0 0 38 0 0 0 0 0
100 0 0 0 0 29 0 0 132 0 0 0 0 0
1 1.00 15 0 20 9999 0 0 0 0 0 0
2 1.00 30 0 35 9999 0 0 0 0 0 0
3 1.00 60 0 65 9999 0 0 0 0 0 0
4 1.00 120 0 125 9999 0 0 0 0 0 0
5 1.00 1000 0 0 0 0 0 0 0 0 0
6 1.00 15 0 20 9999 0 0 0 0 0 0
7 1.00 60 0 65 9999 0 0 0 0 0 0
8 1.00 120 0 125 9999 0 0 0 0 0 0
9 1.00 1000 0 0 0 0 0 0 0 0 0
10 1.00 180 0 240 10 245 9999
11 1.00 120 0 180 10 240 10 245 9999
12 1.00 1000 0 0 0 0 0 0 0 0
13 1.00 1000 0 0 0 0 0 0 0 0
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-5
CALM 9am Park Availability File \PARKEDV5.20 1
ON15 ON30 ON60 ON120 ONUR OF15 OF60 OF120 OFUR3HCUSTOFCUST Lease OFEMP
1 0. 0. 14. 0. 0. 0. 0. 0. 0. 0. 19. 0. 0.
2 0. 0. 0. 0. 9. 0. 0. 0. 0. 0. 0. 0. 0.
3 0. 0. 0. 0. 0. 0. 0. 0. 11. 0. 0. 0. 0.
4 0. 0. 4. 20. 4. 0. 0. 0. 0. 0. 0. 0. 0.
5 0. 0. 4. 0. 0. 0. 0. 0. 35. 0. 0. 0. 0.
6 0. 0. 0. 0. 2. 0. 0. 0. 69. 0. 0. 0. 0.
7 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0.
8 0. 0. 14. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
9 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
10 0. 0. 0. 0. 0. 0. 0. 0. 7. 0. 5. 0. 0.
11 0. 0. 0. 0. 1. 0. 0. 0. 6. 0. 0. 0. 0.
12 0. 0. 14. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
13 0. 0. 13. 0. 0. 0. 0. 0. 0. 0. 81. 0. 0.
14 0. 0. 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
15 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 19. 0. 0.
16 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
17 0. 0. 3. 0. 2. 0. 0. 0. 50. 0. 0. 0. 0.
18 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 3. 0. 0.
19 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 11. 0. 0.
20 0. 0. 0. 0. 3. 0. 0. 0. 7. 0. 0. 0. 0.
21 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
22 0. 0. 20. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
23 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
24 0. 0. 0. 0. 0. 0. 0. 0. 0. 49. 99. 0. 0.
25 0. 0. 4. 0. 22. 0. 0. 0. 36. 0. 0. 0. 0.
26 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 33. 0. 0.
27 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
28 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 13. 0. 0.
29 0. 0. 16. 0. 0. 0. 0. 0. 0. 0. 82. 0. 0.
30 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 13. 0. 0.
31 0. 0. 5. 0. 13. 0. 0. 0. 0. 0. 0. 0. 0.
32 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 28. 0. 0.
33 0. 0. 0. 0. 11. 0. 0. 0. 0. 0. 0. 0. 0.
34 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
35 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
36 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
37 0. 0. 0. 2. 39. 0. 0. 0. 0. 0. 0. 0. 0.
38 0. 0. 0. 0. 25. 0. 0. 0. 24. 0. 0. 0. 0.
39 0. 0. 0. 0. 45. 0. 0. 0. 0. 0. 0. 0. 0.
40 0. 0. 0. 0. 27. 0. 0. 0. 0. 0. 0. 0. 0.
41 0. 0. 0. 0. 20. 0. 0. 0. 0. 0. 0. 0. 0.
42 0. 0. 0. 3. 7. 0. 0. 0. 13. 0. 0. 0. 0.
43 0. 0. 0. 1. 0. 0. 0. 0. 0. 0. 34. 0. 0.
44 0. 0. 5. 0. 0. 0. 0. 26. 8. 0. 11. 0. 0.
45 0. 0. 0. 0. 0. 0. 0. 0. 47. 0. 30. 0. 0.
46 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
47 0. 0. 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
48 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
49 0. 0. 1. 0. 0. 0. 0. 0. 25. 0. 43. 0. 0.
50 0. 8. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
51 0. 0. 0. 0. 16. 0. 0. 0. 0. 0. 0. 0. 0.
52 0. 0. 8. 0. 6. 0. 0. 0. 0. 0. 27. 0. 0.
53 0. 0. 0. 0. 3. 0. 0. 0. 0. 0. 0. 0. 0.
54 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5. 0. 0.
55 2. 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
56 0. 0. 0. 0. 4. 0. 0. 0. 30. 0. 15. 0. 0.
57 0. 0. 0. 0. 22. 0. 0. 0. 0. 0. 0. 0. 0.
58 2. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
59 0. 0. 0. 0. 7. 0. 0. 0. 0. 0. 42. 0. 0.
60 0. 0. 5. 0. 2. 0. 0. 0. 0. 0. 3. 0. 0.
61 0. 0. 0. 0. 14. 0. 0. 0. 10. 0. 43. 0. 0.
62 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
63 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
64 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
65 0. 0. 0. 0. 7. 0. 0. 0. 0. 0. 0. 0. 0.
66 0. 0. 15. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
67 0. 0. 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
68 0. 0. 18. 0. 0. 0. 0. 0. 0. 0. 59. 0. 0.
69 0. 0. 2. 0. 0. 5. 0. 20. 0. 0. 0. 0. 0.
70 0. 0. 0. 0. 0. 0. 0. 0. 25. 0. 0. 0. 0.
71 0. 0. 2. 6. 21. 0. 0. 0. 34. 0. 0. 0. 0.
72 10. 0. 0. 0. 13. 0. 0. 0. 17. 0. 0. 0. 0.
73 0. 0. 13. 0. 9. 0. 0. 0. 64. 0. 24. 0. 0.
74 0. 0. 12. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
75 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-6
76 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
77 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
78 0. 0. 0. 0. 4. 0. 0. 0. 0. 0. 0. 0. 0.
79 0. 0. 0. 0. 33. 0. 0. 0. 0. 0. 6. 0. 3.
80 0. 0. 0. 0. 0. 0. 0. 0. 15. 0. 4. 0. 0.
81 0. 0. 0. 0. 41. 0. 0. 0. 0. 0. 0. 0. 3.
82 11. 0. 0. 0. 9. 0. 0. 0. 0. 0. 0. 0. 0.
83 0. 0. 0. 0. 14. 0. 0. 0. 0. 0. 35. 0. 0.
84 1. 0. 0. 0. 12. 0. 0. 0. 0. 0. 0. 0. 0.
85 0. 0. 0. 0. 24. 0. 0. 0. 0. 0. 2. 0. 0.
86 0. 0. 0. 0. 5. 0. 0. 0. 0. 0. 4. 0. 0.
87 0. 0. 0. 0. 25. 0. 0. 0. 0. 0. 14. 0. 0.
88 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
89 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 36. 0. 0.
90 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
91 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
92 0. 0. 0. 0. 53. 0. 0. 14. 0. 0. 0. 0. 0.
93 0. 0. 23. 0. 4. 0. 0. 48. 0. 0. 0. 0. 0.
94 0. 0. 14. 0. 10. 0. 0. 0. 0. 0. 0. 0. 0.
95 0. 0. 7. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
96 0. 0. 0. 0. 37. 0. 0. 30. 0. 38. 0. 0. 0.
97 0. 0. 0. 0. 74. 0. 0. 0. 0. 45. 0. 0. 0.
98 0. 0. 12. 0. 73. 0. 0. 32. 0. 4. 0. 0. 0.
99 0. 0. 5. 0. 20. 0. 0. 38. 0. 0. 0. 0. 0.
100 0. 0. 0. 0. 26. 0. 0. 130. 0. 0. 0. 0. 0.
1 1.00 15 0 20 9999 0 0 0 0
2 1.00 30 0 35 9999 0 0 0 0
3 1.00 60 0 65 9999 0 0 0 0
4 1.00 120 0 125 9999 0 0 0 0
5 1.00 1000 0 1001 9999 1001 9999 1001 9999
6 1.00 15 0 20 9999 0 0 0 0
7 1.00 60 0 65 9999 0 0 0 0
8 1.00 120 0 125 9999 0 0 0 0
9 1.00 1000 0 1001 9999 1001 9999 1001 9999
10 1.00 180 0 240 10 245 9999 0 0
11 1.00 120 0 180 10 240 10 245 9999
12 1.00 1000 0 1001 9999 1001 9999 1001 9999
13 1.00 1000 0 1001 9999 1001 9999 1001 9999
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-7
CALM 12pm Park Availability File \PARKEDV5.20 1
ON15 ON30 ON60 ON120 ONUR OF15 OF60 OF120 OFUR3HCUSTOFCUST Lease OFEMP
1 0. 0. 7. 0. 3. 0. 0. 0. 0. 0. 19. 0. 0.
2 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
3 0. 0. 0. 0. 0. 0. 0. 0. 20. 0. 0. 0. 0.
4 0. 0. 0. 8. 0. 0. 0. 0. 0. 0. 0. 0. 0.
5 0. 0. 1. 0. 0. 0. 0. 0. 21. 0. 0. 0. 0.
6 0. 0. 0. 0. 0. 0. 0. 0. 31. 0. 0. 0. 0.
7 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 5. 0. 0.
8 0. 0. 2. 0. 0. 0. 0. 0. 0. 0. 1. 0. 0.
9 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
10 0. 0. 0. 0. 0. 0. 0. 0. 11. 0. 2. 0. 0.
11 0. 0. 0. 0. 0. 0. 0. 0. 5. 0. 0. 0. 0.
12 0. 0. 11. 0. 0. 0. 0. 3. 0. 0. 0. 0. 0.
13 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 21. 0. 0.
14 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
15 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 21. 0. 0.
16 0. 0. 1. 0. 0. 0. 0. 0. 9. 0. 0. 0. 0.
17 0. 0. 1. 0. 4. 0. 0. 0. 29. 0. 0. 0. 0.
18 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 16. 0. 0.
19 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 3. 0. 0.
20 0. 0. 0. 0. 2. 0. 0. 0. 1. 0. 0. 0. 0.
21 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 1. 0. 0.
22 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
23 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
24 0. 0. 0. 0. 5. 0. 0. 0. 0. 39. 54. 0. 0.
25 0. 0. 4. 0. 11. 0. 0. 0. 22. 0. 0. 0. 0.
26 0. 0. 0. 0. 11. 0. 0. 0. 0. 0. 19. 0. 0.
27 0. 0. 2. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
28 0. 0. 0. 0. 5. 0. 0. 0. 0. 0. 24. 0. 0.
29 0. 0. 13. 0. 7. 0. 0. 0. 0. 0. 55. 0. 0.
30 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 12. 0. 0.
31 0. 0. 2. 0. 13. 0. 0. 0. 0. 0. 0. 0. 0.
32 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 4. 0. 0.
33 0. 0. 0. 0. 17. 0. 0. 0. 0. 0. 0. 0. 0.
34 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
35 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
36 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
37 0. 0. 0. 0. 42. 0. 0. 0. 0. 0. 0. 0. 0.
38 0. 0. 0. 0. 19. 0. 0. 0. 26. 0. 0. 0. 0.
39 0. 0. 0. 0. 46. 0. 0. 0. 0. 0. 0. 0. 0.
40 0. 0. 0. 0. 26. 0. 0. 0. 0. 0. 0. 0. 0.
41 0. 0. 0. 0. 20. 0. 0. 0. 0. 0. 0. 0. 0.
42 0. 0. 0. 2. 11. 0. 0. 0. 26. 0. 0. 0. 0.
43 0. 0. 0. 3. 0. 0. 0. 0. 0. 0. 33. 0. 0.
44 0. 0. 4. 0. 0. 0. 0. 19. 7. 0. 13. 0. 0.
45 0. 0. 0. 0. 0. 0. 0. 0. 26. 0. 28. 0. 0.
46 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
47 0. 0. 5. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
48 0. 0. 3. 0. 0. 0. 0. 0. 16. 0. 0. 0. 0.
49 0. 0. 0. 0. 0. 0. 0. 0. 19. 0. 24. 0. 0.
50 0. 5. 1. 0. 4. 0. 0. 0. 0. 0. 0. 0. 0.
51 0. 0. 0. 0. 21. 0. 0. 0. 0. 0. 0. 0. 0.
52 0. 0. 2. 0. 22. 0. 0. 0. 0. 0. 33. 0. 0.
53 0. 0. 0. 0. 3. 0. 0. 0. 0. 0. 0. 0. 0.
54 0. 0. 0. 0. 1. 0. 0. 0. 0. 0. 6. 0. 0.
55 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
56 0. 0. 0. 0. 3. 0. 0. 0. 38. 0. 13. 0. 0.
57 0. 0. 0. 0. 19. 0. 0. 0. 0. 0. 0. 0. 0.
58 1. 0. 2. 0. 15. 0. 0. 0. 0. 0. 0. 0. 0.
59 0. 0. 0. 0. 5. 0. 0. 0. 0. 0. 38. 0. 0.
60 0. 0. 2. 0. 11. 0. 0. 0. 0. 0. 6. 0. 0.
61 0. 0. 0. 0. 10. 0. 0. 0. 8. 0. 40. 0. 0.
62 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
63 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
64 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
65 0. 0. 0. 0. 7. 0. 0. 0. 0. 0. 0. 0. 0.
66 0. 0. 7. 0. 0. 0. 0. 0. 5. 0. 5. 0. 0.
67 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
68 0. 0. 3. 0. 0. 0. 0. 0. 0. 0. 39. 0. 0.
69 0. 0. 1. 0. 0. 0. 0. 8. 2. 0. 0. 0. 0.
70 0. 0. 0. 0. 0. 0. 0. 0. 45. 0. 0. 0. 0.
71 0. 0. 3. 5. 10. 0. 0. 0. 29. 0. 0. 0. 0.
72 11. 0. 0. 0. 15. 0. 0. 0. 16. 0. 0. 0. 0.
73 0. 0. 9. 0. 5. 0. 0. 0. 46. 0. 15. 0. 5.
74 0. 0. 6. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
75 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
GABITES PORTER – Wingecarribee Transportation Model Technical Background Report App3-8
76 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
77 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
78 0. 0. 0. 0. 8. 0. 0. 0. 0. 0. 0. 0. 0.
79 0. 0. 0. 0. 33. 0. 0. 0. 0. 0. 4. 0. 4.
80 0. 0. 0. 0. 0. 0. 0. 0. 13. 0. 3. 0. 0.
81 0. 0. 0. 0. 44. 0. 0. 0. 0. 0. 0. 0. 8.
82 6. 0. 0. 0. 9. 0. 0. 0. 0. 0. 0. 0. 0.
83 0. 0. 0. 0. 26. 0. 0. 0. 0. 0. 35. 0. 0.
84 0. 0. 0. 0. 8. 0. 0. 0. 0. 0. 0. 0. 0.
85 0. 0. 0. 0. 22. 0. 0. 0. 0. 0. 1. 0. 0.
86 0. 0. 0. 0. 7. 0. 0. 0. 0. 0. 2. 0. 0.
87 0. 0. 0. 0. 34. 0. 0. 0. 0. 0. 14. 0. 0.
88 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
89 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 35. 0. 0.
90 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
91 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
92 0. 0. 0. 0. 50. 0. 0. 8. 0. 0. 0. 0. 0.
93 0. 0. 16. 0. 4. 0. 0. 42. 0. 0. 0. 0. 0.
94 0. 0. 11. 0. 11. 0. 0. 0. 0. 0. 0. 0. 0.
95 0. 0. 9. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0.
96 0. 0. 0. 0. 32. 0. 0. 29. 0. 24. 0. 0. 0.
97 0. 0. 0. 0. 70. 0. 0. 0. 0. 45. 0. 0. 0.
98 0. 0. 14. 0. 73. 0. 0. 30. 0. 3. 0. 0. 0.
99 0. 0. 5. 0. 20. 0. 0. 38. 0. 0. 0. 0. 0.
100 0. 0. 0. 0. 26. 0. 0. 76. 0. 0. 0. 0. 0.
1 1.00 15 0 20 9999 0 0 0 0
2 1.00 30 0 35 9999 0 0 0 0
3 1.00 60 0 65 9999 0 0 0 0
4 1.00 120 0 125 9999 0 0 0 0
5 1.00 1000 0 1001 9999 1001 9999 1001 9999
6 1.00 15 0 20 9999 0 0 0 0
7 1.00 60 0 65 9999 0 0 0 0
8 1.00 120 0 125 9999 0 0 0 0
9 1.00 1000 0 1001 9999 1001 9999 1001 9999
10 1.00 180 0 240 10 245 9999 0 0
11 1.00 120 0 180 10 240 10 245 9999
12 1.00 1000 0 1001 9999 1001 9999 1001 9999
13 1.00 1000 0 1001 9999 1001 9999 1001 9999
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
APPENDIX 4
AM PEAK SCREENLINES
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : CORDON |KS TRACK |
| CKS TRAC| Version : V7.08 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 25-Jun-08 |RACKS TR |
| TRACKS T| Time run : 08:36:59 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter__________________________ |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 19/12/06 01:30
Parameter version : V5.20
Period Factor : 1.000
CSV Output File :
Cordon Data File : WM06CD.000*WINGECARRIBEE MODEL
Loaded Network : WM06NL.000 *WINGECARRIBEE AM - 2006 LUSE-2006
7781 Links in network
Cordon Number : 1
Description : Bowral (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 344. 327 -17. 95.1 388. 446 58. 114.9 732. 773 41. 105.6 1.5 BONG BONG ST 02601005 Oct 02
1520 1068 48. 47 -1. 97.9 146. 131 -15. 89.7 194. 178 -16. 91.8 1.2 ASCOT RD 15080030 Jun 02
4065 2542 70. 63 -7. 90.0 168. 165 -3. 98.2 238. 228 -10. 95.8 .7 BOARDMAN RD 45020020 Mar 04
3666 3669 199. 199 0. 100.0 331. 407 76. 123.0 530. 606 76. 114.3 3.2 BOWRAL ST 15190020 Apr 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
3542 7414 119. 112 -7. 94.1 79. 50 -29. 63.3 198. 162 -36. 81.8 2.7 CENTENNIAL RD 15290010 MAY 03
3927 3937 96. 106 10. 110.4 244. 196 -48. 80.3 340. 302 -38. 88.8 2.1 EMILY CCT 15290010 MAY 03
4002 2507 16. 22 6. 137.5 25. 35 10. 140.0 41. 57 16. 139.0 2.3 LAVIS RD 45430010 JUL 02
2479 2480 12. 10 -2. 83.3 5. 4 -1. 80.0 17. 14 -3. 82.4 .8 MAIRINGER CR 45460010 JUL 02
3766 3769 69. 35 -34. 50.7 128. 95 -33. 74.2 197. 130 -67. 66.0 5.2 MERRIGANG ST 15800070 MAY 03
4066 2571 289. 273 -16. 94.5 349. 369 20. 105.7 638. 642 4. 100.6 .2 ERIDGE PARK RD 19070070 JUN 04
3558 3562 46. 30 -16. 65.2 77. 84 7. 109.1 123. 114 -9. 92.7 .8 OXLEY DR 15890012 MAY 03
3773 1034 715. 695 -20. 97.2 631. 543 -88. 86.1 1346. 1238 -108. 92.0 3.0 STATION ST 16150014 OCT 02
4366 4324 139. 124 -15. 89.2 213. 203 -10. 95.3 352. 327 -25. 92.9 1.4 ERIDGE PARK RD 19070010 JUN 04
3844 1522 282. 254 -28. 90.1 219. 203 -16. 92.7 501. 457 -44. 91.2 2.0 OLD SOUTH RD 15870140 FEB 04
Number of links = 14 Number of forward links = 14 Number of back links = 14
TOTALS FORWARD BACK TOTALS
COUNT 2444. 3003. 5447.
VOLUME 2297. 2931. 5228.
CHANGE -147. -72. -219.
% 94. 98. 96.
CORREL.
COEFF. .998 .970 .992
%RMS 9.54 19.29 12.27
r^2 .996 .941 .984
GEH 3.0 1.3 3.0
GEH <5 <7 <10 <12 >12
# 13 14 14 14 0
% 92.9 100.0 100.0 100.0 .0
Cordon Number : 2
Description : MITTAGONG 2005 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
3282 3259 59. 34 -25. 57.6 123. 111 -12. 90.2 182. 145 -37. 79.7 2.9 COLO ST 31320010 JUN 02
1748 1749 132. 89 -43. 67.4 135. 124 -11. 91.9 267. 213 -54. 79.8 3.5 LYELL ST 31640010 JUL 03
3361 3290 102. 71 -31. 69.6 154. 149 -5. 96.8 256. 220 -36. 85.9 2.3 LYELL ST 31640011 JUL 03
3361 1204 154. 157 3. 101.9 167. 73 -94. 43.7 321. 230 -91. 71.7 5.5 OLD BOWRAL RD 31740012 AUG 03
3377 3367 38. 37 -1. 97.4 9. 12 3. 133.3 47. 49 2. 104.3 .3 OXFORD ST 31760010 FEB 03
1258 3389 34. 29 -5. 85.3 59. 68 9. 115.3 93. 97 4. 104.3 .4 OXLEY DR 15890090 JUL 02
3020 3042 22. 19 -3. 86.4 22. 28 6. 127.3 44. 47 3. 106.8 .4 OXLEY DR 15890060 JUL 02
3273 1497 61. 111 50. 182.0 83. 109 26. 131.3 144. 220 76. 152.8 5.6 PIONEER ST 31810010 FEB 03
3357 3281 214. 238 24. 111.2 149. 156 7. 104.7 363. 394 31. 108.5 1.6 RANGE RD 31890010 MAY 03
1406 1405 12. 15 3. 125.0 25. 43 18. 172.0 37. 58 21. 156.8 3.0 CURROCKBILLY ST 38100010 DEC 03
1443 1419 14. 21 7. 150.0 47. 65 18. 138.3 61. 86 25. 141.0 2.9 MERANIE ST 38170010 DEC 03
2741 2681 32. 36 4. 112.5 23. 9 -14. 39.1 55. 45 -10. 81.8 1.4 ORIENT ST 39050010 FEB 04
3416 3365 33. 62 29. 187.9 54. 62 8. 114.8 87. 124 37. 142.5 3.6 WEBB ST 32120010 MAR 06
2957 2958 66. 122 56. 184.8 44. 51 7. 115.9 110. 173 63. 157.3 5.3 BONG BONG RD 31200010 JUL 03
2897 3412 85. 54 -31. 63.5 59. 91 32. 154.2 144. 145 1. 100.7 .1 OLD SOUTH RD 15870090 DEC 05
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Number of links = 15 Number of forward links = 15 Number of back links = 15
TOTALS FORWARD BACK TOTALS
COUNT 1058. 1153. 2211.
VOLUME 1095. 1151. 2246.
CHANGE 37. -2. 35.
% 103. 100. 102.
CORREL.
COEFF. .888 .842 .912
%RMS 40.75 38.02 29.87
r^2 .789 .710 .832
GEH 1.1 .1 .7
GEH <5 <7 <10 <12 >12
# 12 15 15 15 0
% 80.0 100.0 100.0 100.0 .0
Cordon Number : 3
Description : MOSS VALE 2005 and 2008 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
4864 1261 257. 234 -23. 91.1 231. 243 12. 105.2 488. 477 -11. 97.7 .5 WAITE ST 03720010 Nov 02
2397 4770 166. 195 29. 117.5 175. 167 -8. 95.4 341. 362 21. 106.2 1.1 ELIZABETH ST 33450030 AUG 02
1205 4675 72. 84 12. 116.7 90. 98 8. 108.9 162. 182 20. 112.3 1.5 LACKEY RD 33690020 JULY 05
4878 4870 26. 16 -10. 61.5 26. 27 1. 103.8 52. 43 -9. 82.7 1.3 RAILWAY ST 33970010 SEP 03
1632 1633 48. 65 17. 135.4 71. 81 10. 114.1 119. 146 27. 122.7 2.3 SUTTOR RD 34080013 OCT 03
5021 5002 130. 148 18. 113.8 109. 122 13. 111.9 239. 270 31. 113.0 1.9 THROSBY ST 34110011 NOV 03
4755 1047 30. 65 35. 216.7 87. 60 -27. 69.0 117. 125 8. 106.8 .7 VALETTA ST 34150030 OCT 03
4882 4874 42. 24 -18. 57.1 91. 96 5. 105.5 133. 120 -13. 90.2 1.2 WILLOW DR 34220010 DEC 03
5119 5067 33. 35 2. 106.1 23. 30 7. 130.4 56. 65 9. 116.1 1.2 GOLDEN VALE RD 37040010 FEB 03
1633 7427 709. 716 7. 101.0 682. 712 30. 104.4 1391. 1428 37. 102.7 1.0 MOSS VALE RD BTW SUTTOR RD AND W
4710 4701 665. 607 -58. 91.3 583. 640 57. 109.8 1248. 1247 -1. 99.9 .0 ARGYLE ST BTW RAILWY LINE AND KI
4755 1132 553. 620 67. 112.1 693. 729 36. 105.2 1246. 1349 103. 108.3 2.9 ARGYLE ST BTW VALETTA ST AND HAW
4767 4755 648. 622 -26. 96.0 683. 725 42. 106.1 1331. 1347 16. 101.2 .4 ARGYLE ST BTW RAILWY ACCESS RD A
4846 2400 764. 808 44. 105.8 702. 711 9. 101.3 1466. 1519 53. 103.6 1.4 ARGYLE ST BTW ARTHUR ST AND KIRK
1265 4859 721. 715 -6. 99.2 500. 496 -4. 99.2 1221. 1211 -10. 99.2 .3 ARGYLE ST BTW WAITE ST AND LACKE
1278 1124 604. 628 24. 104.0 344. 362 18. 105.2 948. 990 42. 104.4 1.3 ARGYLE ST BTW SPRING ST AND WAIT
2800 4762 210. 235 25. 111.9 192. 231 39. 120.3 402. 466 64. 115.9 3.1 LACKEY RD NEAR TOWN 08
1572 4417 35. 35 0. 100.0 11. 20 9. 181.8 46. 55 9. 119.6 1.3 COLLINS RD EAST OF THE RAILWY 08
Number of links = 18 Number of forward links = 18 Number of back links = 18
TOTALS FORWARD BACK TOTALS
COUNT 5713. 5293. 11006.
VOLUME 5852. 5550. 11402.
CHANGE 139. 257. 396.
% 102. 105. 104.
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
CORREL.
COEFF. .995 .998 .999
%RMS 9.52 8.48 6.16
r^2 .990 .996 .998
GEH 1.8 3.5 3.7
GEH <5 <7 <10 <12 >12
# 18 18 18 18 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 4
Description : BUNDANOON BERRIMA BERRIMA COLO VALE(NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1050 6544 29. 34 5. 117.2 35. 19 -16. 54.3 64. 53 -11. 82.8 1.4 ERITH ST 18190013 JUNE 03
4068 4061 34. 54 20. 158.8 56. 75 19. 133.9 90. 129 39. 143.3 3.7 OLD HUME HWY 06450040 Oct 04
4044 4061 68. 66 -2. 97.1 43. 49 6. 114.0 111. 115 4. 103.6 .4 MEDWAY RD 03720130 Oct 04
1475 1473 12. 32 20. 266.7 31. 18 -13. 58.1 43. 50 7. 116.3 1.0 GREENHILLS RD 14140010 Apr 02
3664 3778 108. 72 -36. 66.7 30. 45 15. 150.0 138. 117 -21. 84.8 1.9 OXLEYS HILL RD 16900050 MAY 03
2374 1297 394. 323 -71. 82.0 121. 120 -1. 99.2 515. 443 -72. 86.0 3.3 CHURCH AV 76350015 Nov 04
2374 2280 79. 83 4. 105.1 218. 185 -33. 84.9 297. 268 -29. 90.2 1.7 WILSON DR 76350090 Nov 04
5471 5502 41. 55 14. 134.1 21. 14 -7. 66.7 62. 69 7. 111.3 .9 CANYONLEIGH RD 21020010 JUN 03
5509 5438 1. 4 3. 400.0 9. 6 -3. 66.7 10. 10 0. 100.0 .0 CANYONLEIGH RD 21020100 JUN 03
4380 1571 23. 31 8. 134.8 14. 19 5. 135.7 37. 50 13. 135.1 2.0 DOUGLAS RD 33430010 AUG 04
Number of links = 10 Number of forward links = 10 Number of back links = 10
TOTALS FORWARD BACK TOTALS
COUNT 789. 578. 1367.
VOLUME 754. 550. 1304.
CHANGE -35. -28. -63.
% 96. 95. 95.
CORREL.
COEFF. .992 .975 .993
%RMS 36.47 27.17 22.34
r^2 .984 .950 .986
GEH 1.3 1.2 1.7
GEH <5 <7 <10 <12 >12
# 10 10 10 10 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 5
Description : ALL (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1033 3659 344. 327 -17. 95.1 388. 446 58. 114.9 732. 773 41. 105.6 1.5 BONG BONG ST 02601005 Oct 02
1520 1068 48. 47 -1. 97.9 146. 131 -15. 89.7 194. 178 -16. 91.8 1.2 ASCOT RD 15080030 Jun 02
4065 2542 70. 63 -7. 90.0 168. 165 -3. 98.2 238. 228 -10. 95.8 .7 BOARDMAN RD 45020020 Mar 04
3666 3669 199. 199 0. 100.0 331. 407 76. 123.0 530. 606 76. 114.3 3.2 BOWRAL ST 15190020 Apr 03
3542 7414 119. 112 -7. 94.1 79. 50 -29. 63.3 198. 162 -36. 81.8 2.7 CENTENNIAL RD 15290010 MAY 03
3927 3937 96. 106 10. 110.4 244. 196 -48. 80.3 340. 302 -38. 88.8 2.1 EMILY CCT 15290010 MAY 03
4002 2507 16. 22 6. 137.5 25. 35 10. 140.0 41. 57 16. 139.0 2.3 LAVIS RD 45430010 JUL 02
2479 2480 12. 10 -2. 83.3 5. 4 -1. 80.0 17. 14 -3. 82.4 .8 MAIRINGER CR 45460010 JUL 02
3766 3769 69. 35 -34. 50.7 128. 95 -33. 74.2 197. 130 -67. 66.0 5.2 MERRIGANG ST 15800070 MAY 03
4066 2571 289. 273 -16. 94.5 349. 369 20. 105.7 638. 642 4. 100.6 .2 ERIDGE PARK RD 19070070 JUN 04
3558 3562 46. 30 -16. 65.2 77. 84 7. 109.1 123. 114 -9. 92.7 .8 OXLEY DR 15890012 MAY 03
3773 1034 715. 695 -20. 97.2 631. 543 -88. 86.1 1346. 1238 -108. 92.0 3.0 STATION ST 16150014 OCT 02
4366 4324 139. 124 -15. 89.2 213. 203 -10. 95.3 352. 327 -25. 92.9 1.4 ERIDGE PARK RD 19070010 JUN 04
3844 1522 282. 254 -28. 90.1 219. 203 -16. 92.7 501. 457 -44. 91.2 2.0 OLD SOUTH RD 15870140 FEB 04
3282 3259 59. 34 -25. 57.6 123. 111 -12. 90.2 182. 145 -37. 79.7 2.9 COLO ST 31320010 JUN 02
1748 1749 132. 89 -43. 67.4 135. 124 -11. 91.9 267. 213 -54. 79.8 3.5 LYELL ST 31640010 JUL 03
3361 3290 102. 71 -31. 69.6 154. 149 -5. 96.8 256. 220 -36. 85.9 2.3 LYELL ST 31640011 JUL 03
3361 1204 154. 157 3. 101.9 167. 73 -94. 43.7 321. 230 -91. 71.7 5.5 OLD BOWRAL RD 31740012 AUG 03
3377 3367 38. 37 -1. 97.4 9. 12 3. 133.3 47. 49 2. 104.3 .3 OXFORD ST 31760010 FEB 03
1258 3389 34. 29 -5. 85.3 59. 68 9. 115.3 93. 97 4. 104.3 .4 OXLEY DR 15890090 JUL 02
3020 3042 22. 19 -3. 86.4 22. 28 6. 127.3 44. 47 3. 106.8 .4 OXLEY DR 15890060 JUL 02
3273 1497 61. 111 50. 182.0 83. 109 26. 131.3 144. 220 76. 152.8 5.6 PIONEER ST 31810010 FEB 03
3357 3281 214. 238 24. 111.2 149. 156 7. 104.7 363. 394 31. 108.5 1.6 RANGE RD 31890010 MAY 03
1406 1405 12. 15 3. 125.0 25. 43 18. 172.0 37. 58 21. 156.8 3.0 CURROCKBILLY ST 38100010 DEC 03
1443 1419 14. 21 7. 150.0 47. 65 18. 138.3 61. 86 25. 141.0 2.9 MERANIE ST 38170010 DEC 03
2741 2681 32. 36 4. 112.5 23. 9 -14. 39.1 55. 45 -10. 81.8 1.4 ORIENT ST 39050010 FEB 04
3416 3365 33. 62 29. 187.9 54. 62 8. 114.8 87. 124 37. 142.5 3.6 WEBB ST 32120010 MAR 06
2957 2958 66. 122 56. 184.8 44. 51 7. 115.9 110. 173 63. 157.3 5.3 BONG BONG RD 31200010 JUL 03
2897 3412 85. 54 -31. 63.5 59. 91 32. 154.2 144. 145 1. 100.7 .1 OLD SOUTH RD 15870090 DEC 05
4864 1261 257. 234 -23. 91.1 231. 243 12. 105.2 488. 477 -11. 97.7 .5 WAITE ST 03720010 Nov 02
2397 4770 166. 195 29. 117.5 175. 167 -8. 95.4 341. 362 21. 106.2 1.1 ELIZABETH ST 33450030 AUG 02
1205 4675 72. 84 12. 116.7 90. 98 8. 108.9 162. 182 20. 112.3 1.5 LACKEY RD 33690020 JULY 05
4878 4870 26. 16 -10. 61.5 26. 27 1. 103.8 52. 43 -9. 82.7 1.3 RAILWAY ST 33970010 SEP 03
1632 1633 48. 65 17. 135.4 71. 81 10. 114.1 119. 146 27. 122.7 2.3 SUTTOR RD 34080013 OCT 03
5021 5002 130. 148 18. 113.8 109. 122 13. 111.9 239. 270 31. 113.0 1.9 THROSBY ST 34110011 NOV 03
4755 1047 30. 65 35. 216.7 87. 60 -27. 69.0 117. 125 8. 106.8 .7 VALETTA ST 34150030 OCT 03
4882 4874 42. 24 -18. 57.1 91. 96 5. 105.5 133. 120 -13. 90.2 1.2 WILLOW DR 34220010 DEC 03
5119 5067 33. 35 2. 106.1 23. 30 7. 130.4 56. 65 9. 116.1 1.2 GOLDEN VALE RD 37040010 FEB 03
1050 6544 29. 34 5. 117.2 35. 19 -16. 54.3 64. 53 -11. 82.8 1.4 ERITH ST 18190013 JUNE 03
4068 4061 34. 54 20. 158.8 56. 75 19. 133.9 90. 129 39. 143.3 3.7 OLD HUME HWY 06450040 Oct 04
4044 4061 68. 66 -2. 97.1 43. 49 6. 114.0 111. 115 4. 103.6 .4 MEDWAY RD 03720130 Oct 04
1475 1473 12. 32 20. 266.7 31. 18 -13. 58.1 43. 50 7. 116.3 1.0 GREENHILLS RD 14140010 Apr 02
3664 3778 108. 72 -36. 66.7 30. 45 15. 150.0 138. 117 -21. 84.8 1.9 OXLEYS HILL RD 16900050 MAY 03
2374 1297 394. 323 -71. 82.0 121. 120 -1. 99.2 515. 443 -72. 86.0 3.3 CHURCH AV 76350015 Nov 04
2374 2280 79. 83 4. 105.1 218. 185 -33. 84.9 297. 268 -29. 90.2 1.7 WILSON DR 76350090 Nov 04
5471 5502 41. 55 14. 134.1 21. 14 -7. 66.7 62. 69 7. 111.3 .9 CANYONLEIGH RD 21020010 JUN 03
5509 5438 1. 4 3. 400.0 9. 6 -3. 66.7 10. 10 0. 100.0 .0 CANYONLEIGH RD 21020100 JUN 03
4380 1571 23. 31 8. 134.8 14. 19 5. 135.7 37. 50 13. 135.1 2.0 DOUGLAS RD 33430010 AUG 04
1633 7427 709. 716 7. 101.0 682. 712 30. 104.4 1391. 1428 37. 102.7 1.0 MOSS VALE RD BTW SUTTOR RD AND W
4710 4701 665. 607 -58. 91.3 583. 640 57. 109.8 1248. 1247 -1. 99.9 .0 ARGYLE ST BTW RAILWY LINE AND KI
4755 1132 553. 620 67. 112.1 693. 729 36. 105.2 1246. 1349 103. 108.3 2.9 ARGYLE ST BTW VALETTA ST AND HAW
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4767 4755 648. 622 -26. 96.0 683. 725 42. 106.1 1331. 1347 16. 101.2 .4 ARGYLE ST BTW RAILWY ACCESS RD A
4846 2400 764. 808 44. 105.8 702. 711 9. 101.3 1466. 1519 53. 103.6 1.4 ARGYLE ST BTW ARTHUR ST AND KIRK
1265 4859 721. 715 -6. 99.2 500. 496 -4. 99.2 1221. 1211 -10. 99.2 .3 ARGYLE ST BTW WAITE ST AND LACKE
1278 1124 604. 628 24. 104.0 344. 362 18. 105.2 948. 990 42. 104.4 1.3 ARGYLE ST BTW SPRING ST AND WAIT
2800 4762 210. 235 25. 111.9 192. 231 39. 120.3 402. 466 64. 115.9 3.1 LACKEY RD NEAR TOWN
1572 4417 35. 35 0. 100.0 11. 20 9. 181.8 46. 55 9. 119.6 1.3 COLLINS RD EAST OF THE RAILWY
Number of links = 57 Number of forward links = 57 Number of back links = 57
TOTALS FORWARD BACK TOTALS
COUNT 10004. 10027. 20031.
VOLUME 9998. 10182. 20180.
CHANGE -6. 155. 149.
% 100. 102. 101.
CORREL.
COEFF. .993 .990 .996
%RMS 14.87 16.47 11.36
r^2 .986 .981 .991
GEH .1 1.5 1.1
GEH <5 <7 <10 <12 >12
# 53 57 57 57 0
% 93.0 100.0 100.0 100.0 .0
CORDON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Inter Peak Screenlines
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : CORDON |KS TRACK |
| CKS TRAC| Version : V7.08 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 24-Jun-08 |RACKS TR |
| TRACKS T| Time run : 14:17:22 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter__________________________ |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 19/12/06 01:30
Parameter version : V5.20
Period Factor : 1.000
CSV Output File :
Cordon Data File : WI06CD.000*WINGECARRIBEE MODEL
Loaded Network : WI06NL.000 *WINGECARRIBEE INTERPEAK -2006 LUSE-200
7781 Links in network
Cordon Number : 1
Description : Bowral (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 413. 454 41. 109.9 366. 426 60. 116.4 779. 880 101. 113.0 3.5 BONG BONG ST 02601005 Oct 02
1520 1068 82. 60 -22. 73.2 82. 57 -25. 69.5 164. 117 -47. 71.3 4.0 ASCOT RD 15080030 Jun 02
4065 2542 70. 62 -8. 88.6 60. 71 11. 118.3 130. 133 3. 102.3 .3 BOARDMAN RD 45020020 Mar 04
3666 3669 275. 177 -98. 64.4 256. 227 -29. 88.7 531. 404 -127. 76.1 5.9 BOWRAL ST 15190020 Apr 03
3542 7414 79. 52 -27. 65.8 70. 49 -21. 70.0 149. 101 -48. 67.8 4.3 CENTENNIAL RD 15290010 MAY 03
3927 3937 81. 94 13. 116.0 64. 98 34. 153.1 145. 192 47. 132.4 3.6 EMILY CCT 15290010 MAY 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4002 2507 17. 17 0. 100.0 13. 19 6. 146.2 30. 36 6. 120.0 1.0 LAVIS RD 45430010 JUL 02
2479 2480 5. 5 0. 100.0 6. 3 -3. 50.0 11. 8 -3. 72.7 1.0 MAIRINGER CR 45460010 JUL 02
3766 3769 58. 37 -21. 63.8 46. 51 5. 110.9 104. 88 -16. 84.6 1.6 MERRIGANG ST 15800070 MAY 03
4066 2571 151. 219 68. 145.0 170. 199 29. 117.1 321. 418 97. 130.2 5.0 ERIDGE PARK RD 19070070 JUN 04
3558 3562 40. 29 -11. 72.5 38. 35 -3. 92.1 78. 64 -14. 82.1 1.7 OXLEY DR 15890012 MAY 03
1034 3654 578. 584 6. 101.0 562. 548 -14. 97.5 1140. 1132 -8. 99.3 .2 STATION ST 16150014 OCT 02
4366 4324 73. 154 81. 211.0 104. 134 30. 128.8 177. 288 111. 162.7 7.3 ERIDGE PARK RD 19070010 JUN 04
3844 1522 130. 161 31. 123.8 118. 168 50. 142.4 248. 329 81. 132.7 4.8 OLD SOUTH RD 15870140 FEB 04
Number of links = 14 Number of forward links = 14 Number of back links = 14
TOTALS FORWARD BACK TOTALS
COUNT 2052. 1955. 4007.
VOLUME 2105. 2085. 4190.
CHANGE 53. 130. 183.
% 103. 107. 105.
CORREL.
COEFF. .966 .985 .979
%RMS 30.20 21.11 24.11
r^2 .934 .970 .958
GEH 1.2 2.9 2.9
GEH <5 <7 <10 <12 >12
# 11 13 14 14 0
% 78.6 92.9 100.0 100.0 .0
Cordon Number : 2
Description : MITTAGONG 2005 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
3282 3259 67. 42 -25. 62.7 54. 49 -5. 90.7 121. 91 -30. 75.2 2.9 COLO ST 31320010 JUN 02
1748 1749 92. 71 -21. 77.2 69. 68 -1. 98.6 161. 139 -22. 86.3 1.8 LYELL ST 31640010 JUL 03
3361 3290 100. 78 -22. 78.0 74. 77 3. 104.1 174. 155 -19. 89.1 1.5 LYELL ST 31640011 JUL 03
3361 1204 127. 90 -37. 70.9 64. 78 14. 121.9 191. 168 -23. 88.0 1.7 OLD BOWRAL RD 31740012 AUG 03
3377 3367 19. 16 -3. 84.2 14. 13 -1. 92.9 33. 29 -4. 87.9 .7 OXFORD ST 31760010 FEB 03
1258 3389 28. 30 2. 107.1 38. 29 -9. 76.3 66. 59 -7. 89.4 .9 OXLEY DR 15890090 JUL 02
3020 3042 19. 13 -6. 68.4 22. 15 -7. 68.2 41. 28 -13. 68.3 2.2 OXLEY DR 15890060 JUL 02
3273 1497 66. 101 35. 153.0 95. 109 14. 114.7 161. 210 49. 130.4 3.6 PIONEER ST 31810010 FEB 03
3357 3281 119. 129 10. 108.4 142. 173 31. 121.8 261. 302 41. 115.7 2.4 RANGE RD 31890010 MAY 03
1406 1405 11. 18 7. 163.6 19. 19 0. 100.0 30. 37 7. 123.3 1.2 CURROCKBILLY ST 38100010 DEC 03
1443 1419 27. 25 -2. 92.6 27. 28 1. 103.7 54. 53 -1. 98.1 .1 MERANIE ST 38170010 DEC 03
2741 2681 11. 6 -5. 54.5 12. 7 -5. 58.3 23. 13 -10. 56.5 2.4 ORIENT ST 39050010 FEB 04
3416 3365 41. 40 -1. 97.6 22. 33 11. 150.0 63. 73 10. 115.9 1.2 WEBB ST 32120010 MAR 06
2957 2958 54. 52 -2. 96.3 30. 45 15. 150.0 84. 97 13. 115.5 1.4 BONG BONG RD 31200010 JUL 03
2897 3412 44. 38 -6. 86.4 23. 41 18. 178.3 67. 79 12. 117.9 1.4 OLD SOUTH RD 15870090 DEC 05
Number of links = 15 Number of forward links = 15 Number of back links = 15
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
TOTALS FORWARD BACK TOTALS
COUNT 825. 705. 1530.
VOLUME 749. 784. 1533.
CHANGE -76. 79. 3.
% 91. 111. 100.
CORREL.
COEFF. .901 .978 .961
%RMS 32.28 26.76 22.16
r^2 .811 .956 .923
GEH 2.7 2.9 .1
GEH <5 <7 <10 <12 >12
# 15 15 15 15 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 3
Description : MOSS VALE 2005 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
4864 1261 205. 130 -75. 63.4 191. 193 2. 101.0 396. 323 -73. 81.6 3.9 WAITE ST 03720010 Nov 02
2397 4770 197. 183 -14. 92.9 78. 125 47. 160.3 275. 308 33. 112.0 1.9 ELIZABETH ST 33450030 AUG 02
1205 4675 68. 34 -34. 50.0 70. 36 -34. 51.4 138. 70 -68. 50.7 6.7 LACKEY RD 33690020 JULY 05
4878 4870 17. 15 -2. 88.2 29. 42 13. 144.8 46. 57 11. 123.9 1.5 RAILWAY ST 33970010 SEP 03
1632 1633 26. 22 -4. 84.6 45. 35 -10. 77.8 71. 57 -14. 80.3 1.8 SUTTOR RD 34080013 OCT 03
5021 5002 69. 102 33. 147.8 89. 121 32. 136.0 158. 223 65. 141.1 4.7 THROSBY ST 34110011 NOV 03
4755 1047 57. 41 -16. 71.9 63. 47 -16. 74.6 120. 88 -32. 73.3 3.1 VALETTA ST 34150030 OCT 03
4882 4874 34. 28 -6. 82.4 51. 43 -8. 84.3 84. 71 -13. 84.5 1.5 WILLOW DR 34220010 DEC 03
5119 5067 24. 15 -9. 62.5 19. 12 -7. 63.2 43. 27 -16. 62.8 2.7 GOLDEN VALE RD 37040010 FEB 03
Number of links = 9 Number of forward links = 9 Number of back links = 9
TOTALS FORWARD BACK TOTALS
COUNT 697. 635. 1331.
VOLUME 570. 654. 1224.
CHANGE -127. 19. -107.
% 82. 103. 92.
CORREL.
COEFF. .922 .910 .928
%RMS 41.99 35.54 31.20
r^2 .850 .829 .860
GEH 5.0 .7 3.0
GEH <5 <7 <10 <12 >12
# 8 9 9 9 0
% 88.9 100.0 100.0 100.0 .0
Cordon Number : 4
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Description : BUNDANOON BERRIMA BERRIMA COLO VALE(NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1050 6544 22. 20 -2. 90.9 26. 26 0. 100.0 48. 46 -2. 95.8 .3 ERITH ST 18190013 JUNE 03
4068 4061 47. 38 -9. 80.9 61. 47 -14. 77.0 108. 85 -23. 78.7 2.3 OLD HUME HWY 06450040 Oct 04 non
4044 4061 42. 29 -13. 69.0 51. 28 -23. 54.9 93. 57 -36. 61.3 4.2 MEDWAY RD 03720130 Oct 04
1475 1473 15. 19 4. 126.7 23. 18 -5. 78.3 38. 37 -1. 97.4 .2 GREENHILLS RD 14140010 Apr 02
3664 3778 56. 47 -9. 83.9 69. 55 -14. 79.7 125. 102 -23. 81.6 2.2 OXLEYS HILL RD 16900050 MAY 03
2374 1297 136. 178 42. 130.9 128. 156 28. 121.9 264. 334 70. 126.5 4.0 CHURCH AV 76350015 Nov 04
2374 2280 90. 87 -3. 96.7 103. 99 -4. 96.1 193. 186 -7. 96.4 .5 WILSON DR 76350090 Nov 04
5471 5502 26. 26 0. 100.0 25. 17 -8. 68.0 51. 43 -8. 84.3 1.2 CANYONLEIGH RD 21020010 JUN 03
5509 5438 5. 3 -2. 60.0 6. 3 -3. 50.0 11. 6 -5. 54.5 1.7 CANYONLEIGH RD 21020100 JUN 03
4380 1571 11. 6 -5. 54.5 10. 5 -5. 50.0 21. 11 -10. 52.4 2.5 DOUGLAS RD 33430010 AUG 04
Number of links = 10 Number of forward links = 10 Number of back links = 10
TOTALS FORWARD BACK TOTALS
COUNT 450. 502. 952.
VOLUME 453. 454. 907.
CHANGE 3. -48. -45.
% 101. 90. 95.
CORREL.
COEFF. .975 .969 .972
%RMS 34.37 28.51 30.32
r^2 .952 .938 .946
GEH .1 2.2 1.5
GEH <5 <7 <10 <12 >12
# 10 10 10 10 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 5
Description : ALL (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 413. 454 41. 109.9 366. 426 60. 116.4 779. 880 101. 113.0 3.5 BONG BONG ST 02601005 Oct 02
1520 1068 82. 60 -22. 73.2 82. 57 -25. 69.5 164. 117 -47. 71.3 4.0 ASCOT RD 15080030 Jun 02
4065 2542 70. 62 -8. 88.6 60. 71 11. 118.3 130. 133 3. 102.3 .3 BOARDMAN RD 45020020 Mar 04
3666 3669 275. 177 -98. 64.4 256. 227 -29. 88.7 531. 404 -127. 76.1 5.9 BOWRAL ST 15190020 Apr 03
3542 7414 79. 52 -27. 65.8 70. 49 -21. 70.0 149. 101 -48. 67.8 4.3 CENTENNIAL RD 15290010 MAY 03
3927 3937 81. 94 13. 116.0 64. 98 34. 153.1 145. 192 47. 132.4 3.6 EMILY CCT 15290010 MAY 03
4002 2507 17. 17 0. 100.0 13. 19 6. 146.2 30. 36 6. 120.0 1.0 LAVIS RD 45430010 JUL 02
2479 2480 5. 5 0. 100.0 6. 3 -3. 50.0 11. 8 -3. 72.7 1.0 MAIRINGER CR 45460010 JUL 02
3766 3769 58. 37 -21. 63.8 46. 51 5. 110.9 104. 88 -16. 84.6 1.6 MERRIGANG ST 15800070 MAY 03
4066 2571 151. 219 68. 145.0 170. 199 29. 117.1 321. 418 97. 130.2 5.0 ERIDGE PARK RD 19070070 JUN 04
3558 3562 40. 29 -11. 72.5 38. 35 -3. 92.1 78. 64 -14. 82.1 1.7 OXLEY DR 15890012 MAY 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1034 3654 578. 584 6. 101.0 562. 548 -14. 97.5 1140. 1132 -8. 99.3 .2 STATION ST 16150014 OCT 02
4366 4324 73. 154 81. 211.0 104. 134 30. 128.8 177. 288 111. 162.7 7.3 ERIDGE PARK RD 19070010 JUN 04
3844 1522 130. 161 31. 123.8 118. 168 50. 142.4 248. 329 81. 132.7 4.8 OLD SOUTH RD 15870140 FEB 04
3282 3259 67. 42 -25. 62.7 54. 49 -5. 90.7 121. 91 -30. 75.2 2.9 COLO ST 31320010 JUN 02
1748 1749 92. 71 -21. 77.2 69. 68 -1. 98.6 161. 139 -22. 86.3 1.8 LYELL ST 31640010 JUL 03
3361 3290 100. 78 -22. 78.0 74. 77 3. 104.1 174. 155 -19. 89.1 1.5 LYELL ST 31640011 JUL 03
3361 1204 127. 90 -37. 70.9 64. 78 14. 121.9 191. 168 -23. 88.0 1.7 OLD BOWRAL RD 31740012 AUG 03
3377 3367 19. 16 -3. 84.2 14. 13 -1. 92.9 33. 29 -4. 87.9 .7 OXFORD ST 31760010 FEB 03
1258 3389 28. 30 2. 107.1 38. 29 -9. 76.3 66. 59 -7. 89.4 .9 OXLEY DR 15890090 JUL 02
3020 3042 19. 13 -6. 68.4 22. 15 -7. 68.2 41. 28 -13. 68.3 2.2 OXLEY DR 15890060 JUL 02
3273 1497 66. 101 35. 153.0 95. 109 14. 114.7 161. 210 49. 130.4 3.6 PIONEER ST 31810010 FEB 03
3357 3281 119. 129 10. 108.4 142. 173 31. 121.8 261. 302 41. 115.7 2.4 RANGE RD 31890010 MAY 03
1406 1405 11. 18 7. 163.6 19. 19 0. 100.0 30. 37 7. 123.3 1.2 CURROCKBILLY ST 38100010 DEC 03
1443 1419 27. 25 -2. 92.6 27. 28 1. 103.7 54. 53 -1. 98.1 .1 MERANIE ST 38170010 DEC 03
2741 2681 11. 6 -5. 54.5 12. 7 -5. 58.3 23. 13 -10. 56.5 2.4 ORIENT ST 39050010 FEB 04
3416 3365 41. 40 -1. 97.6 22. 33 11. 150.0 63. 73 10. 115.9 1.2 WEBB ST 32120010 MAR 06
2957 2958 54. 52 -2. 96.3 30. 45 15. 150.0 84. 97 13. 115.5 1.4 BONG BONG RD 31200010 JUL 03
2897 3412 44. 38 -6. 86.4 23. 41 18. 178.3 67. 79 12. 117.9 1.4 OLD SOUTH RD 15870090 DEC 05
4864 1261 205. 130 -75. 63.4 191. 193 2. 101.0 396. 323 -73. 81.6 3.9 WAITE ST 03720010 Nov 02
2397 4770 197. 183 -14. 92.9 78. 125 47. 160.3 275. 308 33. 112.0 1.9 ELIZABETH ST 33450030 AUG 02
1205 4675 68. 34 -34. 50.0 70. 36 -34. 51.4 138. 70 -68. 50.7 6.7 LACKEY RD 33690020 JULY 05
4878 4870 17. 15 -2. 88.2 29. 42 13. 144.8 46. 57 11. 123.9 1.5 RAILWAY ST 33970010 SEP 03
1632 1633 26. 22 -4. 84.6 45. 35 -10. 77.8 71. 57 -14. 80.3 1.8 SUTTOR RD 34080013 OCT 03
5021 5002 69. 102 33. 147.8 89. 121 32. 136.0 158. 223 65. 141.1 4.7 THROSBY ST 34110011 NOV 03
4755 1047 57. 41 -16. 71.9 63. 47 -16. 74.6 120. 88 -32. 73.3 3.1 VALETTA ST 34150030 OCT 03
4882 4874 34. 28 -6. 82.4 51. 43 -8. 84.3 84. 71 -13. 84.5 1.5 WILLOW DR 34220010 DEC 03
5119 5067 24. 15 -9. 62.5 19. 12 -7. 63.2 43. 27 -16. 62.8 2.7 GOLDEN VALE RD 37040010 FEB 03
1050 6544 22. 20 -2. 90.9 26. 26 0. 100.0 48. 46 -2. 95.8 .3 ERITH ST 18190013 JUNE 03
4068 4061 47. 38 -9. 80.9 61. 47 -14. 77.0 108. 85 -23. 78.7 2.3 OLD HUME HWY 06450040 Oct 04 non
4044 4061 42. 29 -13. 69.0 51. 28 -23. 54.9 93. 57 -36. 61.3 4.2 MEDWAY RD 03720130 Oct 04
1475 1473 15. 19 4. 126.7 23. 18 -5. 78.3 38. 37 -1. 97.4 .2 GREENHILLS RD 14140010 Apr 02
3664 3778 56. 47 -9. 83.9 69. 55 -14. 79.7 125. 102 -23. 81.6 2.2 OXLEYS HILL RD 16900050 MAY 03
2374 1297 136. 178 42. 130.9 128. 156 28. 121.9 264. 334 70. 126.5 4.0 CHURCH AV 76350015 Nov 04
2374 2280 90. 87 -3. 96.7 103. 99 -4. 96.1 193. 186 -7. 96.4 .5 WILSON DR 76350090 Nov 04
5471 5502 26. 26 0. 100.0 25. 17 -8. 68.0 51. 43 -8. 84.3 1.2 CANYONLEIGH RD 21020010 JUN 03
5509 5438 5. 3 -2. 60.0 6. 3 -3. 50.0 11. 6 -5. 54.5 1.7 CANYONLEIGH RD 21020100 JUN 03
4380 1571 11. 6 -5. 54.5 10. 5 -5. 50.0 21. 11 -10. 52.4 2.5 DOUGLAS RD 33430010 AUG 04
Number of links = 48 Number of forward links = 48 Number of back links = 48
TOTALS FORWARD BACK TOTALS
COUNT 4024. 3797. 7820.
VOLUME 3877. 3977. 7854.
CHANGE -147. 180. 34.
% 96. 105. 100.
CORREL.
COEFF. .963 .981 .978
%RMS 35.02 26.33 27.39
r^2 .927 .962 .956
GEH 2.3 2.9 .4
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
GEH <5 <7 <10 <12 >12
# 44 47 48 48 0
% 91.7 97.9 100.0 100.0 .0
CORDON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Shopping-School Peak Screenlines
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : CORDON |KS TRACK |
| CKS TRAC| Version : V7.08 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 31-Oct-08 |RACKS TR |
| TRACKS T| Time run : 16:46:01 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 30/04/08 01:30
Parameter version : V5.20
Network Period Factor : 1.000
Cordon Period Factor : 1.000
GEH Period Factor : 1.000
CSV Output File :
Cordon Data File : WS06CD.000*WINGECARRIBEE MODEL
Loaded Network : WS06NL.000 *WINGECARRIBEE SHOPPINGPEAK -2006 LUSE-
7781 Links in network
Cordon Number : 1
Description : *1 Bowral (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 469. 641 172. 136.7 448. 472 24. 105.4 916. 1113 197. 121.5 6.2 *BONG BONG ST 02601005 Oct 02
1520 1068 128. 137 9. 107.0 114. 71 -43. 62.3 242. 208 -34. 86.0 2.3 *ASCOT RD 15080030 Jun 02
4065 2542 157. 121 -36. 77.1 108. 91 -17. 84.3 264. 212 -52. 80.3 3.4 *BOARDMAN RD 45020020 Mar 04
3666 3669 363. 377 14. 103.9 314. 330 16. 105.1 677. 707 30. 104.4 1.1 *BOWRAL ST 15190020 Apr 03
3542 7414 96. 78 -18. 81.3 84. 77 -7. 91.7 180. 155 -25. 86.1 1.9 *CENTENNIAL RD 15290010 MAY 03
3927 3937 164. 147 -17. 89.6 125. 131 6. 104.8 289. 278 -11. 96.2 .7 *EMILY CCT 45060010 16MAR 04
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4002 2507 23. 28 5. 121.7 15. 26 11. 173.3 38. 54 16. 142.1 2.4 *LAVIS RD 45430010 JUL 02
2479 2480 9. 7 -2. 77.8 5. 5 0. 100.0 14. 12 -2. 85.7 .6 *MAIRINGER CR 45460010 JUL 02
3766 3769 75. 77 2. 102.7 67. 61 -6. 91.0 142. 138 -4. 97.2 .3 *MERRIGANG ST 15800070 MAY 03
4066 2571 316. 255 -61. 80.7 249. 217 -32. 87.1 565. 472 -93. 83.5 4.1 *ERIDGE PARK RD 19070070 JUN 04
3558 3562 55. 40 -15. 72.7 69. 39 -30. 56.5 124. 79 -45. 63.7 4.5 *OXLEY DR 15890012 MAY 03
3773 1034 792. 783 -9. 98.9 747. 778 31. 104.1 1539. 1561 22. 101.4 .6 *STATION ST 16150014 OCT 02
4366 4324 166. 109 -57. 65.7 158. 125 -33. 79.1 324. 234 -90. 72.2 5.4 *ERIDGE PARK RD 19070010 JUN 04
3844 1522 208. 196 -12. 94.2 191. 212 21. 111.0 399. 408 9. 102.3 .4 *OLD SOUTH RD 15870140 FEB 04
Number of links = 14 Number of forward links = 14 Number of back links = 14
TOTALS FORWARD BACK TOTALS
COUNT 3021. 2694. 5713.
VOLUME 2996. 2635. 5631.
CHANGE -25. -59. -82.
% 99. 98. 99.
CORREL.
COEFF. .974 .995 .990
%RMS 25.46 12.59 17.18
r^2 .949 .991 .980
GEH .5 1.1 1.1
GEH <5 <7 <10 <12 >12
# 12 14 14 14 0
% 85.7 100.0 100.0 100.0 .0
Cordon Number : 2
Description : *2 MITTAGONG 2005 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
3282 3259 123. 84 -39. 68.3 72. 62 -10. 86.1 195. 146 -49. 74.9 3.8 *COLO ST 31320010 JUN 02
1748 1749 129. 117 -12. 90.7 133. 83 -50. 62.4 262. 200 -62. 76.3 4.1 *LYELL ST 31640010 JUL 03
3361 3290 142. 124 -18. 87.3 105. 89 -16. 84.8 247. 213 -34. 86.2 2.2 *LYELL ST 31640011 JUL 03
1204 3361 230. 252 22. 109.6 133. 109 -24. 82.0 363. 361 -2. 99.4 .1 *OLD BOWRAL RD 31740012 AUG 03
3377 3367 23. 20 -3. 87.0 25. 24 -1. 96.0 48. 44 -4. 91.7 .6 *OXFORD ST 31760010 FEB 03
1258 3389 57. 50 -7. 87.7 55. 39 -16. 70.9 112. 89 -23. 79.5 2.3 *OXLEY DR 15890090 JUL 02
3020 3042 35. 19 -16. 54.3 33. 20 -13. 60.6 69. 39 -30. 56.5 4.1 *OXLEY DR 15890060 JUL 02
3273 1497 118. 161 43. 136.4 141. 139 -2. 98.6 259. 300 41. 115.8 2.5 *PIONEER ST 31810010 FEB 03
3357 3281 191. 112 -79. 58.6 209. 199 -10. 95.2 400. 311 -89. 77.8 4.7 *RANGE RD 31890010 MAY 03
1406 1405 33. 28 -5. 84.8 12. 23 11. 191.7 44. 51 7. 115.9 1.0 *CURROCKBILLY ST 38100010 DEC 03
1443 1419 36. 42 6. 116.7 34. 34 0. 100.0 69. 76 7. 110.1 .8 *MERANIE ST 38170010 DEC 03
2741 2681 13. 35 22. 269.2 25. 20 -5. 80.0 38. 55 17. 144.7 2.5 *ORIENT ST 39050010 FEB 04
3416 3365 52. 50 -2. 96.2 28. 41 13. 146.4 80. 91 11. 113.8 1.2 *WEBB ST 32120010 MAR 06
2957 2958 77. 74 -3. 96.1 64. 74 10. 115.6 141. 148 7. 105.0 .6 *BONG BONG RD 31200010 JUL 03
2897 3412 82. 169 87. 206.1 60. 58 -2. 96.7 142. 227 85. 159.9 6.3 *OLD SOUTH RD 15870090 DEC 05
Number of links = 15 Number of forward links = 15 Number of back links = 15
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
TOTALS FORWARD BACK TOTALS
COUNT 1341. 1129. 2469.
VOLUME 1337. 1014. 2351.
CHANGE -4. -115. -118.
% 100. 90. 95.
CORREL.
COEFF. .843 .963 .933
%RMS 41.21 23.50 26.30
r^2 .711 .928 .870
GEH .1 3.5 2.4
GEH <5 <7 <10 <12 >12
# 14 15 15 15 0
% 93.3 100.0 100.0 100.0 .0
Cordon Number : 3
Description : *3 MOSS VALE 2005 and 2008 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
4864 1261 256. 254 -2. 99.2 274. 277 3. 101.1 530. 531 1. 100.2 .0 *Waite St 03720010 11Apr 08
2397 4770 280. 249 -31. 88.9 159. 182 23. 114.5 439. 431 -8. 98.2 .4 *ELIZABETH ST 33450030 AUG 02
4762 1205 114. 190 76. 166.7 143. 177 34. 123.8 257. 367 110. 142.8 6.2 *LACKEY RD 33690020 JULY 05
4878 4870 27. 20 -7. 74.1 95. 61 -34. 64.2 122. 81 -41. 66.4 4.1 *RAILWAY ST 33970010 SEP 03
4647 4618 86. 73 -13. 84.9 70. 67 -3. 95.7 157. 140 -17. 89.2 1.4 *SUTTOR RD 34080013 OCT 03
5021 5002 123. 120 -3. 97.6 148. 156 8. 105.4 271. 276 5. 101.8 .3 *THROSBY ST 34110011 NOV 03
4755 1047 47. 69 22. 146.8 54. 72 18. 133.3 101. 141 40. 139.6 3.6 *VALETTA ST 34150030 OCT 03
4882 4874 57. 45 -12. 78.9 60. 52 -8. 86.7 117. 97 -20. 82.9 1.9 *WILLOW DR 34220010 DEC 03
5119 5067 27. 18 -9. 66.7 25. 17 -8. 68.0 53. 35 -18. 66.0 2.7 *GOLDEN VALE RD 37040010 FEB 03
1633 7427 619. 546 -73. 88.2 589. 540 -49. 91.7 1208. 1086 -122. 89.9 3.6 *MOSS VALE RD BTW SUTTOR RD AND
4710 4701 538. 510 -28. 94.8 590. 493 -97. 83.6 1128. 1003 -125. 88.9 3.8 *ARGYLE ST BTW RAILWY LINE AND K
4755 1132 638. 650 12. 101.9 664. 606 -58. 91.3 1302. 1256 -46. 96.5 1.3 *ARGYLE ST BTW VALETTA ST AND HA
4767 4755 687. 679 -8. 98.8 688. 639 -49. 92.9 1375. 1318 -57. 95.9 1.6 *ARGYLE ST BTW RAILWY ACCESS RD
4846 2400 820. 910 90. 111.0 900. 908 8. 100.9 1720. 1818 98. 105.7 2.3 *ARGYLE ST BTW ARTHUR ST AND KIR
1265 4859 769. 819 50. 106.5 680. 628 -52. 92.4 1449. 1447 -2. 99.9 .1 *ARGYLE ST BTW WAITE ST AND LACK
1278 1124 608. 672 64. 110.5 552. 555 3. 100.5 1160. 1227 67. 105.8 1.9 *ARGYLE ST BTW SPRING ST AND WAI
2800 4762 217. 237 20. 109.2 195. 226 31. 115.9 412. 463 51. 112.4 2.4 *LACKEY RD NEAR TOWN 08
4509 4429 59. 25 -34. 42.4 28. 26 -2. 92.9 87. 51 -36. 58.6 4.3 *COLLINS RD EAST OF THE RAILWY 0
Number of links = 18 Number of forward links = 18 Number of back links = 18
TOTALS FORWARD BACK TOTALS
COUNT 5972. 5914. 11888.
VOLUME 6086. 5682. 11768.
CHANGE 114. -232. -120.
% 102. 96. 99.
CORREL.
COEFF. .991 .994 .994
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
%RMS 12.71 11.60 9.74
r^2 .983 .988 .988
GEH 1.5 3.0 1.1
GEH <5 <7 <10 <12 >12
# 17 18 18 18 0
% 94.4 100.0 100.0 100.0 .0
Cordon Number : 4
Description : *4 BUNDANOON BERRIMA BERRIMA COLO VALE(NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1050 6544 43. 33 -10. 76.7 61. 28 -33. 45.9 104. 61 -43. 58.7 4.7 *ERITH ST 18190013 JUNE 03
4068 4061 47. 67 20. 142.6 46. 45 -1. 97.8 93. 112 19. 120.4 1.9 *OLD HUME HWY 06450040 Oct 04
4044 4061 66. 36 -30. 54.5 54. 56 2. 103.7 120. 92 -28. 76.7 2.7 *Medway Rd 03720130 28Feb 07
1475 1473 23. 23 0. 100.0 29. 26 -3. 89.7 52. 49 -3. 94.2 .4 *GREENHILLS RD 14140010 Apr 02
3664 3778 77. 69 -8. 89.6 70. 71 1. 101.4 147. 140 -7. 95.2 .6 *OXLEYS HILL RD 16900050 MAY 03
2374 1297 183. 235 52. 128.4 275. 252 -23. 91.6 458. 487 29. 106.3 1.3 *CHURCH AV 76350015 Nov 04
2374 2280 189. 152 -37. 80.4 109. 146 37. 133.9 297. 298 1. 100.3 .1 *WILSON DR 76350090 Nov 04
5471 5502 26. 28 2. 107.7 36. 37 1. 102.8 62. 65 3. 104.8 .4 *CANYONLEIGH RD 21020010 JUN 03
5509 5438 4. 5 1. 125.0 2. 5 3. 250.0 6. 10 4. 166.7 1.4 *CANYONLEIGH RD 21020100 JUN 03
4380 1571 9. 10 1. 111.1 40. 9 -31. 22.5 49. 19 -30. 38.8 5.1 *DOUGLAS RD 33430010 AUG 04
Number of links = 10 Number of forward links = 10 Number of back links = 10
TOTALS FORWARD BACK TOTALS
COUNT 667. 722. 1388.
VOLUME 658. 675. 1333.
CHANGE -9. -47. -55.
% 99. 93. 96.
CORREL.
COEFF. .941 .964 .991
%RMS 37.21 29.10 16.67
r^2 .886 .930 .982
GEH .3 1.8 1.5
GEH <5 <7 <10 <12 >12
# 9 10 10 10 0
% 90.0 100.0 100.0 100.0 .0
Cordon Number : 5
Description : *5 ALL (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 469. 641 172. 136.7 448. 472 24. 105.4 916. 1113 197. 121.5 6.2 *BONG BONG ST 02601005 Oct 02
1050 6544 43. 33 -10. 76.7 61. 28 -33. 45.9 104. 61 -43. 58.7 4.7 *ERITH ST 18190013 JUNE 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1204 3361 230. 252 22. 109.6 133. 109 -24. 82.0 363. 361 -2. 99.4 .1 *OLD BOWRAL RD 31740012 AUG 03
1258 3389 57. 50 -7. 87.7 55. 39 -16. 70.9 112. 89 -23. 79.5 2.3 *OXLEY DR 15890090 JUL 02
1265 4859 769. 819 50. 106.5 680. 628 -52. 92.4 1449. 1447 -2. 99.9 .1 *ARGYLE ST BTW WAITE ST AND LACK
1278 1124 608. 672 64. 110.5 552. 555 3. 100.5 1160. 1227 67. 105.8 1.9 *ARGYLE ST BTW SPRING ST AND WAI
1406 1405 33. 28 -5. 84.8 12. 23 11. 191.7 44. 51 7. 115.9 1.0 *CURROCKBILLY ST 38100010 DEC 03
1443 1419 36. 42 6. 116.7 34. 34 0. 100.0 69. 76 7. 110.1 .8 *MERANIE ST 38170010 DEC 03
1475 1473 23. 23 0. 100.0 29. 26 -3. 89.7 52. 49 -3. 94.2 .4 *GREENHILLS RD 14140010 Apr 02
1520 1068 128. 137 9. 107.0 114. 71 -43. 62.3 242. 208 -34. 86.0 2.3 *ASCOT RD 15080030 Jun 02
1633 7427 619. 546 -73. 88.2 589. 540 -49. 91.7 1208. 1086 -122. 89.9 3.6 *MOSS VALE RD BTW SUTTOR RD AND
1748 1749 129. 117 -12. 90.7 133. 83 -50. 62.4 262. 200 -62. 76.3 4.1 *LYELL ST 31640010 JUL 03
2374 1297 183. 235 52. 128.4 275. 252 -23. 91.6 458. 487 29. 106.3 1.3 *CHURCH AV 76350015 Nov 04
2374 2280 189. 152 -37. 80.4 109. 146 37. 133.9 297. 298 1. 100.3 .1 *WILSON DR 76350090 Nov 04
2397 4770 280. 249 -31. 88.9 159. 182 23. 114.5 439. 431 -8. 98.2 .4 *ELIZABETH ST 33450030 AUG 02
2479 2480 9. 7 -2. 77.8 5. 5 0. 100.0 14. 12 -2. 85.7 .6 *MAIRINGER CR 45460010 JUL 02
2741 2681 13. 35 22. 269.2 25. 20 -5. 80.0 38. 55 17. 144.7 2.5 *ORIENT ST 39050010 FEB 04
2800 4762 217. 237 20. 109.2 195. 226 31. 115.9 412. 463 51. 112.4 2.4 *LACKEY RD NEAR TOWN 08
2897 3412 82. 169 87. 206.1 60. 58 -2. 96.7 142. 227 85. 159.9 6.3 *OLD SOUTH RD 15870090 DEC 05
2957 2958 77. 74 -3. 96.1 64. 74 10. 115.6 141. 148 7. 105.0 .6 *BONG BONG RD 31200010 JUL 03
3020 3042 35. 19 -16. 54.3 33. 20 -13. 60.6 69. 39 -30. 56.5 4.1 *OXLEY DR 15890060 JUL 02
3273 1497 118. 161 43. 136.4 141. 139 -2. 98.6 259. 300 41. 115.8 2.5 *PIONEER ST 31810010 FEB 03
3282 3259 123. 84 -39. 68.3 72. 62 -10. 86.1 195. 146 -49. 74.9 3.8 *COLO ST 31320010 JUN 02
3357 3281 191. 112 -79. 58.6 209. 199 -10. 95.2 400. 311 -89. 77.8 4.7 *RANGE RD 31890010 MAY 03
3361 3290 142. 124 -18. 87.3 105. 89 -16. 84.8 247. 213 -34. 86.2 2.2 *LYELL ST 31640011 JUL 03
3377 3367 23. 20 -3. 87.0 25. 24 -1. 96.0 48. 44 -4. 91.7 .6 *OXFORD ST 31760010 FEB 03
3416 3365 52. 50 -2. 96.2 28. 41 13. 146.4 80. 91 11. 113.8 1.2 *WEBB ST 32120010 MAR 06
3542 7414 96. 78 -18. 81.3 84. 77 -7. 91.7 180. 155 -25. 86.1 1.9 *CENTENNIAL RD 15290010 MAY 03
3558 3562 55. 40 -15. 72.7 69. 39 -30. 56.5 124. 79 -45. 63.7 4.5 *OXLEY DR 15890012 MAY 03
3664 3778 77. 69 -8. 89.6 70. 71 1. 101.4 147. 140 -7. 95.2 .6 *OXLEYS HILL RD 16900050 MAY 03
3666 3669 363. 377 14. 103.9 314. 330 16. 105.1 677. 707 30. 104.4 1.1 *BOWRAL ST 15190020 Apr 03
3766 3769 75. 77 2. 102.7 67. 61 -6. 91.0 142. 138 -4. 97.2 .3 *MERRIGANG ST 15800070 MAY 03
3773 1034 792. 783 -9. 98.9 747. 778 31. 104.1 1539. 1561 22. 101.4 .6 *STATION ST 16150014 OCT 02
3844 1522 208. 196 -12. 94.2 191. 212 21. 111.0 399. 408 9. 102.3 .4 *OLD SOUTH RD 15870140 FEB 04
3927 3937 164. 147 -17. 89.6 125. 131 6. 104.8 289. 278 -11. 96.2 .7 *EMILY CCT 45060010 16MAR 04
4002 2507 23. 28 5. 121.7 15. 26 11. 173.3 38. 54 16. 142.1 2.4 *LAVIS RD 45430010 JUL 02
4044 4061 66. 36 -30. 54.5 54. 56 2. 103.7 120. 92 -28. 76.7 2.7 *Medway Rd 03720130 28Feb 07
4065 2542 157. 121 -36. 77.1 108. 91 -17. 84.3 264. 212 -52. 80.3 3.4 *BOARDMAN RD 45020020 Mar 04
4066 2571 316. 255 -61. 80.7 249. 217 -32. 87.1 565. 472 -93. 83.5 4.1 *ERIDGE PARK RD 19070070 JUN 04
4068 4061 47. 67 20. 142.6 46. 45 -1. 97.8 93. 112 19. 120.4 1.9 *OLD HUME HWY 06450040 Oct 04
4366 4324 166. 109 -57. 65.7 158. 125 -33. 79.1 324. 234 -90. 72.2 5.4 *ERIDGE PARK RD 19070010 JUN 04
4380 1571 9. 10 1. 111.1 40. 9 -31. 22.5 49. 19 -30. 38.8 5.1 *DOUGLAS RD 33430010 AUG 04
4509 4429 59. 25 -34. 42.4 28. 26 -2. 92.9 87. 51 -36. 58.6 4.3 *COLLINS RD EAST OF THE RAILWY 0
4647 4618 86. 73 -13. 84.9 70. 67 -3. 95.7 157. 140 -17. 89.2 1.4 *SUTTOR RD 34080013 OCT 03
4710 4701 538. 510 -28. 94.8 590. 493 -97. 83.6 1128. 1003 -125. 88.9 3.8 *ARGYLE ST BTW RAILWY LINE AND K
4755 1047 47. 69 22. 146.8 54. 72 18. 133.3 101. 141 40. 139.6 3.6 *VALETTA ST 34150030 OCT 03
4755 1132 638. 650 12. 101.9 664. 606 -58. 91.3 1302. 1256 -46. 96.5 1.3 *ARGYLE ST BTW VALETTA ST AND HA
4762 1205 114. 190 76. 166.7 143. 177 34. 123.8 257. 367 110. 142.8 6.2 *LACKEY RD 33690020 JULY 05
4767 4755 687. 679 -8. 98.8 688. 639 -49. 92.9 1375. 1318 -57. 95.9 1.6 *ARGYLE ST BTW RAILWY ACCESS RD
4846 2400 820. 910 90. 111.0 900. 908 8. 100.9 1720. 1818 98. 105.7 2.3 *ARGYLE ST BTW ARTHUR ST AND KIR
4864 1261 256. 254 -2. 99.2 274. 277 3. 101.1 530. 531 1. 100.2 .0 *Waite St 03720010 11Apr 08
4878 4870 27. 20 -7. 74.1 95. 61 -34. 64.2 122. 81 -41. 66.4 4.1 *RAILWAY ST 33970010 SEP 03
4882 4874 57. 45 -12. 78.9 60. 52 -8. 86.7 117. 97 -20. 82.9 1.9 *WILLOW DR 34220010 DEC 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
5021 5002 123. 120 -3. 97.6 148. 156 8. 105.4 271. 276 5. 101.8 .3 *THROSBY ST 34110011 NOV 03
5119 5067 27. 18 -9. 66.7 25. 17 -8. 68.0 53. 35 -18. 66.0 2.7 *GOLDEN VALE RD 37040010 FEB 03
5471 5502 26. 28 2. 107.7 36. 37 1. 102.8 62. 65 3. 104.8 .4 *CANYONLEIGH RD 21020010 JUN 03
5509 5438 4. 5 1. 125.0 2. 5 3. 250.0 6. 10 4. 166.7 1.4 *CANYONLEIGH RD 21020100 JUN 03
Number of links = 57 Number of forward links = 57 Number of back links = 57
TOTALS FORWARD BACK TOTALS
COUNT 11001. 10459. 21458.
VOLUME 11077. 10006. 21083.
CHANGE 76. -453. -375.
% 101. 96. 98.
CORREL.
COEFF. .985 .993 .993
%RMS 21.23 14.69 14.43
r^2 .971 .987 .986
GEH .7 4.5 2.6
GEH <5 <7 <10 <12 >12
# 52 57 57 57 0
% 91.2 100.0 100.0 100.0 .0
CORDON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
PM Peak Screenlines
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : CORDON |KS TRACK |
| CKS TRAC| Version : V7.08 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 24-Jun-08 |RACKS TR |
| TRACKS T| Time run : 14:22:41 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter__________________________ |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 19/12/06 01:30
Parameter version : V5.20
Period Factor : 1.000
CSV Output File :
Cordon Data File : WE06CD.000*WINGECARRIBEE MODEL
Loaded Network : WE06NL.000 *WINGECARRIBEE PMP -2004 LUSE-2006
7781 Links in network
Cordon Number : 1
Description : Bowral (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 388. 423 35. 109.0 438. 471 33. 107.5 826. 894 68. 108.2 2.3 BONG BONG ST 02601005 Oct 02
1520 1068 135. 174 39. 128.9 114. 69 -45. 60.5 249. 243 -6. 97.6 .4 ASCOT RD 15080030 Jun 02
4065 2542 134. 129 -5. 96.3 89. 83 -6. 93.3 223. 212 -11. 95.1 .7 BOARDMAN RD 45020020 Mar 04
3666 3669 299. 350 51. 117.1 224. 232 8. 103.6 523. 582 59. 111.3 2.5 BOWRAL ST 15190020 Apr 03
3542 7414 99. 63 -36. 63.6 106. 109 3. 102.8 205. 172 -33. 83.9 2.4 CENTENNIAL RD 15290010 MAY 03
3927 3937 212. 191 -21. 90.1 128. 134 6. 104.7 340. 325 -15. 95.6 .8 EMILY CCT 15290010 MAY 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4002 2507 31. 36 5. 116.1 23. 26 3. 113.0 54. 62 8. 114.8 1.1 LAVIS RD 45430010 JUL 02
2479 2480 9. 10 1. 111.1 6. 5 -1. 83.3 15. 15 0. 100.0 .0 MAIRINGER CR 45460010 JUL 02
3766 3769 77. 100 23. 129.9 61. 53 -8. 86.9 138. 153 15. 110.9 1.2 MERRIGANG ST 15800070 MAY 03
4066 2571 266. 301 35. 113.2 204. 249 45. 122.1 470. 550 80. 117.0 3.5 ERIDGE PARK RD 19070070 JUN 04
3558 3562 60. 62 2. 103.3 55. 53 -2. 96.4 115. 115 0. 100.0 .0 OXLEY DR 15890012 MAY 03
3773 1034 619. 587 -32. 94.8 680. 513 -167. 75.4 1299. 1100 -199. 84.7 5.7 STATION ST 16150014 OCT 02
4366 4324 159. 164 5. 103.1 114. 143 29. 125.4 273. 307 34. 112.5 2.0 ERIDGE PARK RD 19070010 JUN 04
3844 1522 208. 188 -20. 90.4 254. 288 34. 113.4 462. 476 14. 103.0 .6 OLD SOUTH RD 15870140 FEB 04
Number of links = 14 Number of forward links = 14 Number of back links = 14
TOTALS FORWARD BACK TOTALS
COUNT 2696. 2496. 5192.
VOLUME 2778. 2428. 5206.
CHANGE 82. -68. 14.
% 103. 97. 100.
CORREL.
COEFF. .986 .963 .983
%RMS 14.65 29.21 17.89
r^2 .972 .928 .966
GEH 1.6 1.4 .2
GEH <5 <7 <10 <12 >12
# 13 14 14 14 0
% 92.9 100.0 100.0 100.0 .0
Cordon Number : 2
Description : MITTAGONG 2005 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
3282 3259 129. 123 -6. 95.3 55. 60 5. 109.1 185. 183 -2. 98.9 .1 COLO ST 31320010 JUN 02
1748 1749 108. 111 3. 102.8 117. 95 -22. 81.2 225. 206 -19. 91.6 1.3 LYELL ST 31640010 JUL 03
3361 3290 133. 137 4. 103.0 73. 76 3. 104.1 206. 213 7. 103.4 .5 LYELL ST 31640011 JUL 03
3361 1204 120. 97 -23. 80.8 49. 136 87. 277.6 168. 233 65. 138.7 4.6 OLD BOWRAL RD 31740012 AUG 03
3377 3367 17. 20 3. 117.6 20. 36 16. 180.0 37. 56 19. 151.4 2.8 OXFORD ST 31760010 FEB 03
1258 3389 52. 77 25. 148.1 41. 40 -1. 97.6 93. 117 24. 125.8 2.3 OXLEY DR 15890090 JUL 02
3020 3042 26. 25 -1. 96.2 34. 27 -7. 79.4 60. 52 -8. 86.7 1.1 OXLEY DR 15890060 JUL 02
3273 1497 114. 88 -26. 77.2 125. 88 -37. 70.4 239. 176 -63. 73.6 4.4 PIONEER ST 31810010 FEB 03
3357 3281 114. 99 -15. 86.8 269. 301 32. 111.9 383. 400 17. 104.4 .9 RANGE RD 31890010 MAY 03
1406 1405 36. 42 6. 116.7 29. 24 -5. 82.8 65. 66 1. 101.5 .1 CURROCKBILLY ST 38100010 DEC 03
1443 1419 39. 61 22. 156.4 21. 33 12. 157.1 60. 94 34. 156.7 3.9 MERANIE ST 38170010 DEC 03
2741 2681 16. 16 0. 100.0 20. 26 6. 130.0 36. 42 6. 116.7 1.0 ORIENT ST 39050010 FEB 04
3416 3365 66. 54 -12. 81.8 47. 66 19. 140.4 113. 120 7. 106.2 .6 WEBB ST 32120010 MAR 06
2957 2958 73. 56 -17. 76.7 81. 111 30. 137.0 154. 167 13. 108.4 1.0 BONG BONG RD 31200010 JUL 03
2897 3412 77. 95 18. 123.4 47. 37 -10. 78.7 124. 132 8. 106.5 .7 OLD SOUTH RD 15870090 DEC 05
Number of links = 15 Number of forward links = 15 Number of back links = 15
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
TOTALS FORWARD BACK TOTALS
COUNT 1120. 1028. 2148.
VOLUME 1101. 1156. 2257.
CHANGE -19. 128. 109.
% 98. 112. 105.
CORREL.
COEFF. .931 .916 .957
%RMS 20.88 43.34 19.90
r^2 .867 .840 .917
GEH .6 3.9 2.3
GEH <5 <7 <10 <12 >12
# 15 15 15 15 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 3
Description : MOSS VALE 2005 and 2008 (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
4864 1261 197. 188 -9. 95.4 200. 228 28. 114.0 397. 416 19. 104.8 .9 WAITE ST 03720010 Nov 02
2397 4770 205. 194 -11. 94.6 108. 128 20. 118.5 313. 322 9. 102.9 .5 ELIZABETH ST 33450030 AUG 02
1205 4675 75. 69 -6. 92.0 56. 55 -1. 98.2 131. 124 -7. 94.7 .6 LACKEY RD 33690020 JULY 05
4878 4870 23. 11 -12. 47.8 49. 60 11. 122.4 72. 71 -1. 98.6 .1 RAILWAY ST 33970010 SEP 03
1632 1633 64. 56 -8. 87.5 44. 43 -1. 97.7 108. 99 -9. 91.7 .9 SUTTOR RD 34080013 OCT 03
5021 5002 99. 84 -15. 84.8 149. 137 -12. 91.9 248. 221 -27. 89.1 1.8 THROSBY ST 34110011 NOV 03
4755 1047 61. 44 -17. 72.1 105. 63 -42. 60.0 166. 107 -59. 64.5 5.0 VALETTA ST 34150030 OCT 03
4882 4874 86. 66 -20. 76.7 40. 53 13. 132.5 126. 119 -7. 94.4 .6 WILLOW DR 34220010 DEC 03
5119 5067 21. 17 -4. 81.0 34. 43 9. 126.5 55. 60 5. 109.1 .7 GOLDEN VALE RD 37040010 FEB 03
1633 7427 552. 535 -17. 96.9 654. 568 -86. 86.9 1206. 1103 -103. 91.5 3.0 MOSS VALE RD BTW SUTTOR RD AND W
4710 4701 445. 484 39. 108.8 518. 499 -19. 96.3 963. 983 20. 102.1 .6 ARGYLE ST BTW RAILWY LINE AND KI
4755 1132 558. 590 32. 105.7 527. 564 37. 107.0 1085. 1154 69. 106.4 2.1 ARGYLE ST BTW VALETTA ST AND HAW
4767 4755 605. 594 -11. 98.2 585. 587 2. 100.3 1190. 1181 -9. 99.2 .3 ARGYLE ST BTW RAILWY ACCESS RD A
4846 2400 707. 681 -26. 96.3 738. 805 67. 109.1 1445. 1486 41. 102.8 1.1 ARGYLE ST BTW ARTHUR ST AND KIRK
1265 4859 587. 621 34. 105.8 540. 563 23. 104.3 1127. 1184 57. 105.1 1.7 ARGYLE ST BTW WAITE ST AND LACKE
1278 1124 525. 522 -3. 99.4 443. 501 58. 113.1 968. 1023 55. 105.7 1.7 ARGYLE ST BTW SPRING ST AND WAIT
2800 4762 168. 216 48. 128.6 150. 174 24. 116.0 318. 390 72. 122.6 3.8 LACKEY RD NEAR TOWN 08
1572 4417 9. 15 6. 166.7 20. 20 0. 100.0 29. 35 6. 120.7 1.1 COLLINS RD EAST OF THE RAILWY 08
Number of links = 18 Number of forward links = 18 Number of back links = 18
TOTALS FORWARD BACK TOTALS
COUNT 4987. 4960. 9947.
VOLUME 4987. 5091. 10078.
CHANGE 0. 131. 131.
% 100. 103. 101.
CORREL.
COEFF. .996 .991 .996
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
%RMS 8.08 12.92 8.08
r^2 .993 .982 .993
GEH .0 1.8 1.3
GEH <5 <7 <10 <12 >12
# 17 18 18 18 0
% 94.4 100.0 100.0 100.0 .0
Cordon Number : 4
Description : BUNDANOON BERRIMA BERRIMA COLO VALE(NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
6553 6551 48. 37 -11. 77.1 64. 43 -21. 67.2 112. 80 -32. 71.4 3.3 ERITH ST 18190013 JUNE 03
4068 4061 69. 67 -2. 97.1 47. 64 17. 136.2 116. 131 15. 112.9 1.3 OLD HUME HWY 06450040 Oct 04
4044 4061 40. 62 22. 155.0 50. 59 9. 118.0 90. 121 31. 134.4 3.0 MEDWAY RD 03720130 Oct 04
1475 1473 32. 19 -13. 59.4 22. 28 6. 127.3 54. 47 -7. 87.0 1.0 GREENHILLS RD 14140010 Apr 02
3664 3778 58. 49 -9. 84.5 78. 64 -14. 82.1 136. 113 -23. 83.1 2.1 OXLEYS HILL RD 16900050 MAY 03
1297 2403 169. 150 -19. 88.8 358. 311 -47. 86.9 527. 461 -66. 87.5 3.0 CHURCH AV 76350015 Nov 04
2374 2280 212. 179 -33. 84.4 106. 100 -6. 94.3 318. 279 -39. 87.7 2.3 WILSON DR 76350090 Nov 04
5471 5502 38. 19 -19. 50.0 35. 41 6. 117.1 72. 60 -12. 83.3 1.5 CANYONLEIGH RD 21020010 JUN 03
5509 5438 5. 6 1. 120.0 1. 3 2. 300.0 6. 9 3. 150.0 1.1 CANYONLEIGH RD 21020100 JUN 03
4380 1571 14. 14 0. 100.0 19. 18 -1. 94.7 34. 32 -2. 94.1 .3 DOUGLAS RD 33430010 AUG 04
Number of links = 10 Number of forward links = 10 Number of back links = 10
TOTALS FORWARD BACK TOTALS
COUNT 685. 780. 1465.
VOLUME 602. 731. 1333.
CHANGE -83. -49. -132.
% 88. 94. 91.
CORREL.
COEFF. .982 .994 .992
%RMS 25.15 24.66 21.37
r^2 .964 .987 .984
GEH 3.3 1.8 3.5
GEH <5 <7 <10 <12 >12
# 10 10 10 10 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 5
Description : ALL (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1033 3659 388. 423 35. 109.0 438. 471 33. 107.5 826. 894 68. 108.2 2.3 BONG BONG ST 02601005 Oct 02
1520 1068 135. 174 39. 128.9 114. 69 -45. 60.5 249. 243 -6. 97.6 .4 ASCOT RD 15080030 Jun 02
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4065 2542 134. 129 -5. 96.3 89. 83 -6. 93.3 223. 212 -11. 95.1 .7 BOARDMAN RD 45020020 Mar 04
3666 3669 299. 350 51. 117.1 224. 232 8. 103.6 523. 582 59. 111.3 2.5 BOWRAL ST 15190020 Apr 03
3542 7414 99. 63 -36. 63.6 106. 109 3. 102.8 205. 172 -33. 83.9 2.4 CENTENNIAL RD 15290010 MAY 03
3927 3937 212. 191 -21. 90.1 128. 134 6. 104.7 340. 325 -15. 95.6 .8 EMILY CCT 15290010 MAY 03
4002 2507 31. 36 5. 116.1 23. 26 3. 113.0 54. 62 8. 114.8 1.1 LAVIS RD 45430010 JUL 02
2479 2480 9. 10 1. 111.1 6. 5 -1. 83.3 15. 15 0. 100.0 .0 MAIRINGER CR 45460010 JUL 02
3766 3769 77. 100 23. 129.9 61. 53 -8. 86.9 138. 153 15. 110.9 1.2 MERRIGANG ST 15800070 MAY 03
4066 2571 266. 301 35. 113.2 204. 249 45. 122.1 470. 550 80. 117.0 3.5 ERIDGE PARK RD 19070070 JUN 04
3558 3562 60. 62 2. 103.3 55. 53 -2. 96.4 115. 115 0. 100.0 .0 OXLEY DR 15890012 MAY 03
3773 1034 619. 587 -32. 94.8 680. 513 -167. 75.4 1299. 1100 -199. 84.7 5.7 STATION ST 16150014 OCT 02
4366 4324 159. 164 5. 103.1 114. 143 29. 125.4 273. 307 34. 112.5 2.0 ERIDGE PARK RD 19070010 JUN 04
3844 1522 208. 188 -20. 90.4 254. 288 34. 113.4 462. 476 14. 103.0 .6 OLD SOUTH RD 15870140 FEB 04
3282 3259 129. 123 -6. 95.3 55. 60 5. 109.1 185. 183 -2. 98.9 .1 COLO ST 31320010 JUN 02
1748 1749 108. 111 3. 102.8 117. 95 -22. 81.2 225. 206 -19. 91.6 1.3 LYELL ST 31640010 JUL 03
3361 3290 133. 137 4. 103.0 73. 76 3. 104.1 206. 213 7. 103.4 .5 LYELL ST 31640011 JUL 03
3361 1204 120. 97 -23. 80.8 49. 136 87. 277.6 168. 233 65. 138.7 4.6 OLD BOWRAL RD 31740012 AUG 03
3377 3367 17. 20 3. 117.6 20. 36 16. 180.0 37. 56 19. 151.4 2.8 OXFORD ST 31760010 FEB 03
1258 3389 52. 77 25. 148.1 41. 40 -1. 97.6 93. 117 24. 125.8 2.3 OXLEY DR 15890090 JUL 02
3020 3042 26. 25 -1. 96.2 34. 27 -7. 79.4 60. 52 -8. 86.7 1.1 OXLEY DR 15890060 JUL 02
3273 1497 114. 88 -26. 77.2 125. 88 -37. 70.4 239. 176 -63. 73.6 4.4 PIONEER ST 31810010 FEB 03
3357 3281 114. 99 -15. 86.8 269. 301 32. 111.9 383. 400 17. 104.4 .9 RANGE RD 31890010 MAY 03
1406 1405 36. 42 6. 116.7 29. 24 -5. 82.8 65. 66 1. 101.5 .1 CURROCKBILLY ST 38100010 DEC 03
1443 1419 39. 61 22. 156.4 21. 33 12. 157.1 60. 94 34. 156.7 3.9 MERANIE ST 38170010 DEC 03
2741 2681 16. 16 0. 100.0 20. 26 6. 130.0 36. 42 6. 116.7 1.0 ORIENT ST 39050010 FEB 04
3416 3365 66. 54 -12. 81.8 47. 66 19. 140.4 113. 120 7. 106.2 .6 WEBB ST 32120010 MAR 06
2957 2958 73. 56 -17. 76.7 81. 111 30. 137.0 154. 167 13. 108.4 1.0 BONG BONG RD 31200010 JUL 03
2897 3412 77. 95 18. 123.4 47. 37 -10. 78.7 124. 132 8. 106.5 .7 OLD SOUTH RD 15870090 DEC 05
4864 1261 197. 188 -9. 95.4 200. 228 28. 114.0 397. 416 19. 104.8 .9 WAITE ST 03720010 Nov 02
2397 4770 205. 194 -11. 94.6 108. 128 20. 118.5 313. 322 9. 102.9 .5 ELIZABETH ST 33450030 AUG 02
1205 4675 75. 69 -6. 92.0 56. 55 -1. 98.2 131. 124 -7. 94.7 .6 LACKEY RD 33690020 JULY 05
4878 4870 23. 11 -12. 47.8 49. 60 11. 122.4 72. 71 -1. 98.6 .1 RAILWAY ST 33970010 SEP 03
1632 1633 64. 56 -8. 87.5 44. 43 -1. 97.7 108. 99 -9. 91.7 .9 SUTTOR RD 34080013 OCT 03
5021 5002 99. 84 -15. 84.8 149. 137 -12. 91.9 248. 221 -27. 89.1 1.8 THROSBY ST 34110011 NOV 03
4755 1047 61. 44 -17. 72.1 105. 63 -42. 60.0 166. 107 -59. 64.5 5.0 VALETTA ST 34150030 OCT 03
4882 4874 86. 66 -20. 76.7 40. 53 13. 132.5 126. 119 -7. 94.4 .6 WILLOW DR 34220010 DEC 03
5119 5067 21. 17 -4. 81.0 34. 43 9. 126.5 55. 60 5. 109.1 .7 GOLDEN VALE RD 37040010 FEB 03
6553 6551 48. 37 -11. 77.1 64. 43 -21. 67.2 112. 80 -32. 71.4 3.3 ERITH ST 18190013 JUNE 03
4068 4061 69. 67 -2. 97.1 47. 64 17. 136.2 116. 131 15. 112.9 1.3 OLD HUME HWY 06450040 Oct 04
4044 4061 68. 62 -6. 91.2 43. 59 16. 137.2 111. 121 10. 109.0 .9 MEDWAY RD 03720130 Oct 04
1475 1473 32. 19 -13. 59.4 22. 28 6. 127.3 54. 47 -7. 87.0 1.0 GREENHILLS RD 14140010 Apr 02
3664 3778 58. 49 -9. 84.5 78. 64 -14. 82.1 136. 113 -23. 83.1 2.1 OXLEYS HILL RD 16900050 MAY 03
1297 2403 394. 150 -244. 38.1 121. 311 190. 257.0 515. 461 -54. 89.5 2.4 CHURCH AV 76350015 Nov 04
2374 2280 212. 179 -33. 84.4 106. 100 -6. 94.3 318. 279 -39. 87.7 2.3 WILSON DR 76350090 Nov 04
5471 5502 38. 19 -19. 50.0 35. 41 6. 117.1 72. 60 -12. 83.3 1.5 CANYONLEIGH RD 21020010 JUN 03
5509 5438 5. 6 1. 120.0 1. 3 2. 300.0 6. 9 3. 150.0 1.1 CANYONLEIGH RD 21020100 JUN 03
4380 1571 14. 14 0. 100.0 19. 18 -1. 94.7 34. 32 -2. 94.1 .3 DOUGLAS RD 33430010 AUG 04
1633 7427 552. 535 -17. 96.9 554. 568 14. 102.5 1106. 1103 -3. 99.7 .1 MOSS VALE RD BTW SUTTOR RD AND W
4710 4701 445. 484 39. 108.8 518. 499 -19. 96.3 963. 983 20. 102.1 .6 ARGYLE ST BTW RAILWY LINE AND KI
4755 1132 558. 590 32. 105.7 527. 564 37. 107.0 1085. 1154 69. 106.4 2.1 ARGYLE ST BTW VALETTA ST AND HAW
4767 4755 605. 594 -11. 98.2 585. 587 2. 100.3 1190. 1181 -9. 99.2 .3 ARGYLE ST BTW RAILWY ACCESS RD A
4846 2400 707. 681 -26. 96.3 738. 805 67. 109.1 1445. 1486 41. 102.8 1.1 ARGYLE ST BTW ARTHUR ST AND KIRK
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1265 4859 587. 621 34. 105.8 540. 563 23. 104.3 1127. 1184 57. 105.1 1.7 ARGYLE ST BTW WAITE ST AND LACKE
1278 1124 452. 522 70. 115.5 443. 501 58. 113.1 895. 1023 128. 114.3 4.1 ARGYLE ST BTW SPRING ST AND WAIT
2800 4762 168. 216 48. 128.6 150. 174 24. 116.0 318. 390 72. 122.6 3.8 LACKEY RD NEAR TOWN
1572 4417 9. 15 6. 166.7 20. 20 0. 100.0 29. 35 6. 120.7 1.1 COLLINS RD EAST OF THE RAILWY
Number of links = 57 Number of forward links = 57 Number of back links = 57
TOTALS FORWARD BACK TOTALS
COUNT 9668. 8920. 18588.
VOLUME 9468. 9406. 18874.
CHANGE -200. 486. 286.
% 98. 105. 102.
CORREL.
COEFF. .978 .977 .993
%RMS 23.44 26.92 13.70
r^2 .956 .954 .986
GEH 2.0 5.1 2.1
GEH <5 <7 <10 <12 >12
# 55 57 57 57 0
% 96.5 100.0 100.0 100.0 .0
CORDON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
24Hr Screenlines 24hr Model Factored Using AMP, INP & PMP
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : CORDON |KS TRACK |
| CKS TRAC| Version : V7.08 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 25-Jun-08 |RACKS TR |
| TRACKS T| Time run : 10:56:37 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 30/04/08 01:30
Parameter version : V7.00
Network Period Factor : 1.000
Cordon Period Factor : 1.000
GEH Period Factor : 24.000
CSV Output File : "WA06NL.CSV"
Cordon Data File : "WF06CD.000"
Loaded Network : "WA06NL.000" *WINGECARRIBEE AM - 2006 LUSE-2006
7781 Links in network
Cordon Number : 1
Description : ALL below 3000vpd (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1520 1068 1199. 1169 -30. 97.5 1386. 1044 -342. 75.3 2585. 2213 -372. 85.6 1.5 ASCOT RD 15080030 Jun 02
4065 2542 1243. 1083 -160. 87.1 1244. 1296 52. 104.2 2487. 2379 -108. 95.7 .4 BOARDMAN RD 45020020 Mar 04
3542 7414 1033. 931 -102. 90.1 1019. 880 -139. 86.4 2052. 1811 -241. 88.3 1.1 CENTENNIAL RD 15290010 MAY 03
4002 2507 231. 313 82. 135.5 234. 333 99. 142.3 465. 646 181. 138.9 1.5 LAVIS RD 45430010 JUL 02
2479 2480 75. 100 25. 133.3 88. 52 -36. 59.1 163. 152 -11. 93.3 .0 MAIRINGER CR 45460010 JUL 02
3562 3563 601. 454 -147. 75.5 618. 405 -213. 65.5 1219. 859 -360. 70.5 2.3 OXLEY DR 15890012 MAY 03
3282 3259 1140. 826 -314. 72.5 960. 895 -65. 93.2 2100. 1721 -379. 82.0 1.8 COLO ST 31320010 JUN 02
1748 1749 1470. 1167 -303. 79.4 1378. 1194 -184. 86.6 2848. 2361 -487. 82.9 1.9 LYELL ST 31640010 JUL 03
3361 3290 1376. 1255 -121. 91.2 1257. 1272 15. 101.2 2633. 2527 -106. 96.0 .4 LYELL ST 31640011 JUL 03
3361 1204 1689. 1464 -225. 86.7 1091. 1258 167. 115.3 2780. 2722 -58. 97.9 .2 OLD BOWRAL RD 31740012 AUG 03
3377 3367 258. 295 37. 114.3 235. 253 18. 107.7 493. 548 55. 111.2 .4 OXFORD ST 31760010 FEB 03
3454 3436 545. 398 -147. 73.0 583. 416 -167. 71.4 1128. 814 -314. 72.2 2.2 OXLEY DR 15890090 JUL 02
3020 3042 315. 237 -78. 75.2 275. 285 10. 103.6 590. 522 -68. 88.5 .6 OXLEY DR 15890060 JUL 02
3273 1497 1074. 1385 311. 129.0 1405. 1440 35. 102.5 2479. 2825 346. 114.0 1.3 PIONEER ST 31810010 FEB 03
1406 1405 332. 321 -11. 96.7 323. 349 26. 108.0 655. 670 15. 102.3 .0 CURROCKBILLY ST 38100010 DEC 03
1443 1419 368. 453 85. 123.1 417. 512 95. 122.8 785. 965 180. 122.9 1.3 MERANIE ST 38170010 DEC 03
2741 2681 276. 203 -73. 73.6 293. 166 -127. 56.7 569. 369 -200. 64.9 1.8 ORIENT ST 39050010 FEB 04
3416 3365 411. 695 284. 169.1 367. 674 307. 183.7 778. 1369 591. 176.0 3.7 WEBB ST 32120010 MAR 06
2957 2958 819. 968 149. 118.2 728. 881 153. 121.0 1547. 1849 302. 119.5 1.5 BONG BONG RD 31200010 JUL 03
2897 3412 821. 777 -44. 94.6 590. 700 110. 118.6 1411. 1477 66. 104.7 .4 OLD SOUTH RD 15870090 DEC 05
1205 4675 1111. 732 -379. 65.9 955. 741 -214. 77.6 2066. 1473 -593. 71.3 2.9 LACKEY RD 33690020 JULY 05
4870 4859 286. 351 65. 122.7 510. 863 353. 169.2 796. 1214 418. 152.5 2.6 RAILWAY ST 33970010 SEP 03
4380 1571 238. 182 -56. 76.5 269. 152 -117. 56.5 507. 334 -173. 65.9 1.9 DOUGLAS RD 33430010 AUG 04
1632 1633 738. 542 -196. 73.4 713. 645 -68. 90.5 1451. 1187 -264. 81.8 1.5 SUTTOR RD 34080013 OCT 03
4770 4765 660. 930 270. 140.9 718. 475 -243. 66.2 1378. 1405 27. 102.0 .1 VALETTA ST 34150030 OCT 03
1165 4946 647. 210 -437. 32.5 760. 382 -378. 50.3 1407. 592 -815. 42.1 5.3 WILLOW DR 34220010 DEC 03
5119 5067 337. 273 -64. 81.0 315. 321 6. 101.9 652. 594 -58. 91.1 .6 GOLDEN VALE RD 37040010 FEB 03
1050 6544 413. 344 -69. 83.3 595. 353 -242. 59.3 1008. 697 -311. 69.1 2.2 ERITH ST 18190013 JUNE 03
4312 4068 552. 389 -163. 70.5 563. 487 -76. 86.5 1115. 876 -239. 78.6 1.6 OLD HUME HWY 06450040 Oct 04
4044 4061 705. 618 -87. 87.7 673. 551 -122. 81.9 1378. 1169 -209. 84.8 1.2 MEDWAY RD 03720130 Oct 04
1475 1473 292. 301 9. 103.1 313. 282 -31. 90.1 605. 583 -22. 96.4 .2 GREENHILLS RD 14140010 Apr 02
3664 3778 832. 731 -101. 87.9 761. 763 2. 100.3 1593. 1494 -99. 93.8 .5 OXLEYS HILL RD 16900050 MAY 03
5471 5502 374. 422 48. 112.8 387. 306 -81. 79.1 761. 728 -33. 95.7 .2 CANYONLEIGH RD 21020010 JUN 03
5509 5438 49. 55 6. 112.2 56. 50 -6. 89.3 105. 105 0. 100.0 .0 CANYONLEIGH RD 21020100 JUN 03
Number of links = 34 Number of forward links = 34 Number of back links = 34
TOTALS FORWARD BACK TOTALS
COUNT 22510. 22079. 44589.
VOLUME 20574. 20676. 41250.
CHANGE -1936. -1403. -3339.
% 91. 94. 93.
CORREL.
COEFF. .916 .911 .934
%RMS 27.24 25.77 23.04
r^2 .839 .830 .873
GEH 2.7 1.9 3.3
GEH <5 <7 <10 <12 >12
# 33 34 34 34 0
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
% 97.1 100.0 100.0 100.0 .0
Cordon Number : 2
Description : ALL above 3000vpd (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
4066 2571 2635. 3460 825. 131.3 2445. 3414 969. 139.6 5080. 6874 1794. 135.3 4.8 ERIDGE PARK RD 19070070 JUN 04
1034 3654 7878. 8365 487. 106.2 7923. 7525 -398. 95.0 15801. 15890 89. 100.6 .2 STATION ST 16150014 OCT 02
4366 4324 1526. 2079 553. 136.2 1575. 2086 511. 132.4 3101. 4165 1064. 134.3 3.6 ERIDGE PARK RD 19070010 JUN 04
1522 2892 2527. 2575 48. 101.9 2253. 2501 248. 111.0 4780. 5076 296. 106.2 .8 OLD SOUTH RD 15870140 FEB 04
3282 3255 2056. 3043 987. 148.0 2237. 3806 1569. 170.1 4293. 6849 2556. 159.5 7.0 RANGE RD 31890010 MAY 03
1462 1476 3644. 2982 -662. 81.8 3308. 2892 -416. 87.4 6952. 5874 -1078. 84.5 2.8 BOWRAL ST 15190020 Apr 03
1033 3659 5178. 5817 639. 112.3 5500. 6106 606. 111.0 10678. 11923 1245. 111.7 2.4 BONG BONG ST 02601005 Oct 02
2374 1297 3029. 2787 -242. 92.0 2948. 2538 -410. 86.1 5977. 5325 -652. 89.1 1.8 CHURCH AV 76350015 Nov 04
2374 2280 1846. 1498 -348. 81.1 1901. 1624 -277. 85.4 3747. 3122 -625. 83.3 2.2 WILSON DR 76350090 Nov 04
4864 1261 2908. 2294 -614. 78.9 2785. 2933 148. 105.3 5693. 5227 -466. 91.8 1.3 WAITE ST 03720010 Nov 02
2397 4770 2212. 2646 434. 119.6 1351. 1883 532. 139.4 3563. 4529 966. 127.1 3.1 ELIZABETH ST 33450030 AUG 02
3087 3088 1388. 812 -576. 58.5 1634. 1573 -61. 96.3 3022. 2385 -637. 78.9 2.5 THROSBY ST 34110011 NOV 03
7054 3947 1577. 839 -738. 53.2 1615. 872 -743. 54.0 3192. 1711 -1481. 53.6 6.1 EMILY CCT 45060030 SEP 03
Number of links = 13 Number of forward links = 13 Number of back links = 13
TOTALS FORWARD BACK TOTALS
COUNT 38404. 37475. 75879.
VOLUME 39197. 39753. 78950.
CHANGE 793. 2278. 3071.
% 102. 106. 104.
CORREL.
COEFF. .956 .939 .951
%RMS 21.11 23.54 21.13
r^2 .914 .881 .904
GEH .8 2.4 2.3
GEH <5 <7 <10 <12 >12
# 11 12 13 13 0
% 84.6 92.3 100.0 100.0 .0
Cordon Number : 3
Description : EXTERNALS
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
365 6579 13025. 12815 -210. 98.4 No Back Link Present 13025. 12815 -210. 98.4 .4 Ext 365 In
6586 365 13678. 14481 803. 105.9 No Back Link Present 13678. 14481 803. 105.9 1.4 Ext 365 Out
367 7557 1471. 2017 546. 137.1 1546. 1795 249. 116.1 3017. 3812 795. 126.4 2.8 Ext 367
368 5260 407. 481 74. 118.2 408. 525 117. 128.7 815. 1006 191. 123.4 1.3 Ext 368
369 3094 1475. 1730 255. 117.3 1475. 1859 384. 126.0 2950. 3589 639. 121.7 2.3 Ext 369
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
370 7302 20673. 20135 -538. 97.4 No Back Link Present 20673. 20135 -538. 97.4 .8 Ext 370 In
7288 370 19490. 18801 -689. 96.5 No Back Link Present 19490. 18801 -689. 96.5 1.0 Ext 370 Out
Number of links = 7 Number of forward links = 7 Number of back links = 3
TOTALS FORWARD BACK TOTALS
COUNT 70219. 3429. 73648.
VOLUME 70460. 4179. 74639.
CHANGE 241. 750. 991.
% 100. 122. 101.
CORREL.
COEFF. .999 .995 .998
%RMS 5.49 29.22 6.17
r^2 .997 .990 .997
GEH .2 2.5 .7
GEH <5 <7 <10 <12 >12
# 7 7 7 7 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 4
Description : ALL
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1520 1068 1199. 1169 -30. 97.5 1386. 1044 -342. 75.3 2585. 2213 -372. 85.6 1.5 ASCOT RD 15080030 Jun 02
4065 2542 1243. 1083 -160. 87.1 1244. 1296 52. 104.2 2487. 2379 -108. 95.7 .4 BOARDMAN RD 45020020 Mar 04
3542 7414 1033. 931 -102. 90.1 1019. 880 -139. 86.4 2052. 1811 -241. 88.3 1.1 CENTENNIAL RD 15290010 MAY 03
4002 2507 231. 313 82. 135.5 234. 333 99. 142.3 465. 646 181. 138.9 1.5 LAVIS RD 45430010 JUL 02
2479 2480 75. 100 25. 133.3 88. 52 -36. 59.1 163. 152 -11. 93.3 .0 MAIRINGER CR 45460010 JUL 02
3562 3563 601. 454 -147. 75.5 618. 405 -213. 65.5 1219. 859 -360. 70.5 2.3 OXLEY DR 15890012 MAY 03
3282 3259 1140. 826 -314. 72.5 960. 895 -65. 93.2 2100. 1721 -379. 82.0 1.8 COLO ST 31320010 JUN 02
1748 1749 1470. 1167 -303. 79.4 1378. 1194 -184. 86.6 2848. 2361 -487. 82.9 1.9 LYELL ST 31640010 JUL 03
3361 3290 1376. 1255 -121. 91.2 1257. 1272 15. 101.2 2633. 2527 -106. 96.0 .4 LYELL ST 31640011 JUL 03
3361 1204 1689. 1464 -225. 86.7 1091. 1258 167. 115.3 2780. 2722 -58. 97.9 .2 OLD BOWRAL RD 31740012 AUG 03
3377 3367 258. 295 37. 114.3 235. 253 18. 107.7 493. 548 55. 111.2 .4 OXFORD ST 31760010 FEB 03
3454 3436 545. 398 -147. 73.0 583. 416 -167. 71.4 1128. 814 -314. 72.2 2.2 OXLEY DR 15890090 JUL 02
3020 3042 315. 237 -78. 75.2 275. 285 10. 103.6 590. 522 -68. 88.5 .6 OXLEY DR 15890060 JUL 02
3273 1497 1074. 1385 311. 129.0 1405. 1440 35. 102.5 2479. 2825 346. 114.0 1.3 PIONEER ST 31810010 FEB 03
1406 1405 332. 321 -11. 96.7 323. 349 26. 108.0 655. 670 15. 102.3 .0 CURROCKBILLY ST 38100010 DEC 03
1443 1419 368. 453 85. 123.1 417. 512 95. 122.8 785. 965 180. 122.9 1.3 MERANIE ST 38170010 DEC 03
2741 2681 276. 203 -73. 73.6 293. 166 -127. 56.7 569. 369 -200. 64.9 1.8 ORIENT ST 39050010 FEB 04
3416 3365 411. 695 284. 169.1 367. 674 307. 183.7 778. 1369 591. 176.0 3.7 WEBB ST 32120010 MAR 06
2957 2958 819. 968 149. 118.2 728. 881 153. 121.0 1547. 1849 302. 119.5 1.5 BONG BONG RD 31200010 JUL 03
2897 3412 821. 777 -44. 94.6 590. 700 110. 118.6 1411. 1477 66. 104.7 .4 OLD SOUTH RD 15870090 DEC 05
1205 4675 1111. 732 -379. 65.9 955. 741 -214. 77.6 2066. 1473 -593. 71.3 2.9 LACKEY RD 33690020 JULY 05
4870 4859 286. 351 65. 122.7 510. 863 353. 169.2 796. 1214 418. 152.5 2.6 RAILWAY ST 33970010 SEP 03
4380 1571 238. 182 -56. 76.5 269. 152 -117. 56.5 507. 334 -173. 65.9 1.9 DOUGLAS RD 33430010 AUG 04
1632 1633 738. 542 -196. 73.4 713. 645 -68. 90.5 1451. 1187 -264. 81.8 1.5 SUTTOR RD 34080013 OCT 03
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4770 4765 660. 930 270. 140.9 718. 475 -243. 66.2 1378. 1405 27. 102.0 .1 VALETTA ST 34150030 OCT 03
1165 4946 647. 210 -437. 32.5 760. 382 -378. 50.3 1407. 592 -815. 42.1 5.3 WILLOW DR 34220010 DEC 03
5119 5067 337. 273 -64. 81.0 315. 321 6. 101.9 652. 594 -58. 91.1 .6 GOLDEN VALE RD 37040010 FEB 03
1050 6544 413. 344 -69. 83.3 595. 353 -242. 59.3 1008. 697 -311. 69.1 2.2 ERITH ST 18190013 JUNE 03
4312 4068 552. 389 -163. 70.5 563. 487 -76. 86.5 1115. 876 -239. 78.6 1.6 OLD HUME HWY 06450040 Oct 04
4044 4061 705. 618 -87. 87.7 673. 551 -122. 81.9 1378. 1169 -209. 84.8 1.2 MEDWAY RD 03720130 Oct 04
1475 1473 292. 301 9. 103.1 313. 282 -31. 90.1 605. 583 -22. 96.4 .2 GREENHILLS RD 14140010 Apr 02
3664 3778 832. 731 -101. 87.9 761. 763 2. 100.3 1593. 1494 -99. 93.8 .5 OXLEYS HILL RD 16900050 MAY 03
5471 5502 374. 422 48. 112.8 387. 306 -81. 79.1 761. 728 -33. 95.7 .2 CANYONLEIGH RD 21020010 JUN 03
5509 5438 49. 55 6. 112.2 56. 50 -6. 89.3 105. 105 0. 100.0 .0 CANYONLEIGH RD 21020100 JUN 03
4066 2571 2635. 3460 825. 131.3 2445. 3414 969. 139.6 5080. 6874 1794. 135.3 4.8 ERIDGE PARK RD 19070070 JUN 04
1034 3654 7878. 8365 487. 106.2 7923. 7525 -398. 95.0 15801. 15890 89. 100.6 .2 STATION ST 16150014 OCT 02
4366 4324 1526. 2079 553. 136.2 1575. 2086 511. 132.4 3101. 4165 1064. 134.3 3.6 ERIDGE PARK RD 19070010 JUN 04
1522 2892 2527. 2575 48. 101.9 2253. 2501 248. 111.0 4780. 5076 296. 106.2 .8 OLD SOUTH RD 15870140 FEB 04
3282 3255 2056. 3043 987. 148.0 2237. 3806 1569. 170.1 4293. 6849 2556. 159.5 7.0 RANGE RD 31890010 MAY 03
1462 1476 3644. 2982 -662. 81.8 3308. 2892 -416. 87.4 6952. 5874 -1078. 84.5 2.8 BOWRAL ST 15190020 Apr 03
1033 3659 5178. 5817 639. 112.3 5500. 6106 606. 111.0 10678. 11923 1245. 111.7 2.4 BONG BONG ST 02601005 Oct 02
2374 1297 3029. 2787 -242. 92.0 2948. 2538 -410. 86.1 5977. 5325 -652. 89.1 1.8 CHURCH AV 76350015 Nov 04
2374 2280 1846. 1498 -348. 81.1 1901. 1624 -277. 85.4 3747. 3122 -625. 83.3 2.2 WILSON DR 76350090 Nov 04
4864 1261 2908. 2294 -614. 78.9 2785. 2933 148. 105.3 5693. 5227 -466. 91.8 1.3 WAITE ST 03720010 Nov 02
2397 4770 2212. 2646 434. 119.6 1351. 1883 532. 139.4 3563. 4529 966. 127.1 3.1 ELIZABETH ST 33450030 AUG 02
3087 3088 1388. 812 -576. 58.5 1634. 1573 -61. 96.3 3022. 2385 -637. 78.9 2.5 THROSBY ST 34110011 NOV 03
7054 3947 1577. 839 -738. 53.2 1615. 872 -743. 54.0 3192. 1711 -1481. 53.6 6.1 EMILY CCT 45060030 SEP 03
Number of links = 47 Number of forward links = 47 Number of back links = 47
TOTALS FORWARD BACK TOTALS
COUNT 60914. 59554. 120468.
VOLUME 59771. 60429. 120200.
CHANGE -1143. 875. -268.
% 98. 101. 100.
CORREL.
COEFF. .975 .968 .975
%RMS 27.26 29.56 26.53
r^2 .950 .938 .951
GEH 1.0 .7 .2
GEH <5 <7 <10 <12 >12
# 44 46 47 47 0
% 93.6 97.9 100.0 100.0 .0
CORDON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
24Hr Screenlines 24hr Model Factored Using AMP, INP & SHP
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : CORDON |KS TRACK |
| CKS TRAC| Version : V7.08 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 05-Nov-08 |RACKS TR |
| TRACKS T| Time run : 10:01:36 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 30/04/08 01:30
Parameter version : V7.00
Network Period Factor : 1.000
Cordon Period Factor : 1.000
GEH Period Factor : 24.000
CSV Output File : "WA06NL.CSV"
Cordon Data File : "WF06CD.000"
Loaded Network : "WA06NL.000" *WINGECARRIBEE AM - 2006 LUSE-2006
7781 Links in network
Cordon Number : 1
Description : ALL below 3000vpd (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1520 1068 1199. 1027 -172. 85.7 1386. 1040 -346. 75.0 2585. 2067 -518. 80.0 2.1 ASCOT RD 15080030 Jun 02
4065 2542 1243. 1038 -205. 83.5 1244. 1309 65. 105.2 2487. 2347 -140. 94.4 .6 BOARDMAN RD 45020020 Mar 04
3542 7414 1033. 969 -64. 93.8 1019. 763 -256. 74.9 2052. 1732 -320. 84.4 1.5 CENTENNIAL RD 15290010 MAY 03
4002 2507 231. 282 51. 122.1 234. 329 95. 140.6 465. 611 146. 131.4 1.3 LAVIS RD 45430010 JUL 02
2479 2480 75. 89 14. 118.7 88. 51 -37. 58.0 163. 140 -23. 85.9 .4 MAIRINGER CR 45460010 JUL 02
3562 3563 601. 382 -219. 63.6 618. 389 -229. 62.9 1219. 771 -448. 63.2 2.8 OXLEY DR 15890012 MAY 03
3282 3259 1140. 685 -455. 60.1 960. 892 -68. 92.9 2100. 1577 -523. 75.1 2.5 COLO ST 31320010 JUN 02
1748 1749 1470. 1170 -300. 79.6 1378. 1141 -237. 82.8 2848. 2311 -537. 81.1 2.1 LYELL ST 31640010 JUL 03
3361 3290 1376. 1194 -182. 86.8 1257. 1301 44. 103.5 2633. 2495 -138. 94.8 .6 LYELL ST 31640011 JUL 03
3361 1204 1689. 1487 -202. 88.0 1091. 1603 512. 146.9 2780. 3090 310. 111.2 1.2 OLD BOWRAL RD 31740012 AUG 03
3377 3367 258. 292 34. 113.2 235. 210 -25. 89.4 493. 502 9. 101.8 .0 OXFORD ST 31760010 FEB 03
3454 3436 545. 383 -162. 70.3 583. 345 -238. 59.2 1128. 728 -400. 64.5 2.7 OXLEY DR 15890090 JUL 02
3020 3042 315. 214 -101. 67.9 275. 259 -16. 94.2 590. 473 -117. 80.2 1.1 OXLEY DR 15890060 JUL 02
3273 1497 1074. 1602 528. 149.2 1405. 1588 183. 113.0 2479. 3190 711. 128.7 2.7 PIONEER ST 31810010 FEB 03
1406 1405 332. 270 -62. 81.3 323. 342 19. 105.9 655. 612 -43. 93.4 .4 CURROCKBILLY ST 38100010 DEC 03
1443 1419 368. 384 16. 104.3 417. 510 93. 122.3 785. 894 109. 113.9 .9 MERANIE ST 38170010 DEC 03
2741 2681 276. 260 -16. 94.2 293. 143 -150. 48.8 569. 403 -166. 70.8 1.6 ORIENT ST 39050010 FEB 04
3416 3365 411. 667 256. 162.3 367. 574 207. 156.4 778. 1241 463. 159.5 2.9 WEBB ST 32120010 MAR 06
2957 2958 819. 1009 190. 123.2 728. 734 6. 100.8 1547. 1743 196. 112.7 1.0 BONG BONG RD 31200010 JUL 03
2897 3412 821. 981 160. 119.5 590. 761 171. 129.0 1411. 1742 331. 123.5 1.7 OLD SOUTH RD 15870090 DEC 05
1205 4675 1111. 699 -412. 62.9 955. 723 -232. 75.7 2066. 1422 -644. 68.8 3.2 LACKEY RD 33690020 JULY 05
4870 4859 286. 274 -12. 95.8 510. 912 402. 178.8 796. 1186 390. 149.0 2.5 RAILWAY ST 33970010 SEP 03
4380 1571 238. 168 -70. 70.6 269. 121 -148. 45.0 507. 289 -218. 57.0 2.2 DOUGLAS RD 33430010 AUG 04
1632 1633 738. 470 -268. 63.7 713. 613 -100. 86.0 1451. 1083 -368. 74.6 2.1 SUTTOR RD 34080013 OCT 03
4770 4765 660. 1004 344. 152.1 718. 558 -160. 77.7 1378. 1562 184. 113.4 1.0 VALETTA ST 34150030 OCT 03
1165 4946 647. 214 -433. 33.1 760. 330 -430. 43.4 1407. 544 -863. 38.7 5.7 WILLOW DR 34220010 DEC 03
5119 5067 337. 274 -63. 81.3 315. 233 -82. 74.0 652. 507 -145. 77.8 1.2 GOLDEN VALE RD 37040010 FEB 03
1050 6544 413. 356 -57. 86.2 595. 342 -253. 57.5 1008. 698 -310. 69.2 2.2 ERITH ST 18190013 JUNE 03
4312 4068 552. 412 -140. 74.6 563. 460 -103. 81.7 1115. 872 -243. 78.2 1.6 OLD HUME HWY 06450040 Oct 04
4044 4061 705. 526 -179. 74.6 673. 532 -141. 79.0 1378. 1058 -320. 76.8 1.8 MEDWAY RD 03720130 Oct 04
1475 1473 292. 310 18. 106.2 313. 272 -41. 86.9 605. 582 -23. 96.2 .2 GREENHILLS RD 14140010 Apr 02
3664 3778 832. 786 -46. 94.5 761. 776 15. 102.0 1593. 1562 -31. 98.1 .1 OXLEYS HILL RD 16900050 MAY 03
5471 5502 374. 447 73. 119.5 387. 288 -99. 74.4 761. 735 -26. 96.6 .2 CANYONLEIGH RD 21020010 JUN 03
5509 5438 49. 51 2. 104.1 56. 56 0. 100.0 105. 107 2. 101.9 .0 CANYONLEIGH RD 21020100 JUN 03
Number of links = 34 Number of forward links = 34 Number of back links = 34
TOTALS FORWARD BACK TOTALS
COUNT 22510. 22079. 44589.
VOLUME 20376. 20500. 40876.
CHANGE -2134. -1579. -3713.
% 91. 93. 92.
CORREL.
COEFF. .877 .885 .912
%RMS 32.89 31.06 27.14
r^2 .769 .783 .832
GEH 2.9 2.2 3.7
GEH <5 <7 <10 <12 >12
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
# 33 34 34 34 0
% 97.1 100.0 100.0 100.0 .0
Cordon Number : 2
Description : ALL above 3000vpd (NB/EB first)
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
4066 2571 2635. 3270 635. 124.1 2445. 3276 831. 134.0 5080. 6546 1466. 128.9 3.9 ERIDGE PARK RD 19070070 JUN 04
1034 3654 7878. 8669 791. 110.0 7923. 8174 251. 103.2 15801. 16843 1042. 106.6 1.6 STATION ST 16150014 OCT 02
4366 4324 1526. 1881 355. 123.3 1575. 2008 433. 127.5 3101. 3889 788. 125.4 2.7 ERIDGE PARK RD 19070010 JUN 04
1522 2892 2527. 2581 54. 102.1 2253. 2222 -31. 98.6 4780. 4803 23. 100.5 .1 OLD SOUTH RD 15870140 FEB 04
3282 3255 2056. 3039 983. 147.8 2237. 3236 999. 144.7 4293. 6275 1982. 146.2 5.6 RANGE RD 31890010 MAY 03
1462 1476 3644. 3002 -642. 82.4 3308. 3013 -295. 91.1 6952. 6015 -937. 86.5 2.4 BOWRAL ST 15190020 Apr 03
1033 3659 5178. 6440 1262. 124.4 5500. 6039 539. 109.8 10678. 12479 1801. 116.9 3.4 BONG BONG ST 02601005 Oct 02
2374 1297 3029. 3039 10. 100.3 2948. 2335 -613. 79.2 5977. 5374 -603. 89.9 1.7 CHURCH AV 76350015 Nov 04
2374 2280 1846. 1386 -460. 75.1 1901. 1754 -147. 92.3 3747. 3140 -607. 83.8 2.2 WILSON DR 76350090 Nov 04
4864 1261 2908. 2474 -434. 85.1 2785. 3054 269. 109.7 5693. 5528 -165. 97.1 .5 WAITE ST 03720010 Nov 02
2397 4770 2212. 2782 570. 125.8 1351. 2029 678. 150.2 3563. 4811 1248. 135.0 3.9 ELIZABETH ST 33450030 AUG 02
3087 3088 1388. 834 -554. 60.1 1634. 1538 -96. 94.1 3022. 2372 -650. 78.5 2.6 THROSBY ST 34110011 NOV 03
7054 3947 1577. 746 -831. 47.3 1615. 836 -779. 51.8 3192. 1582 -1610. 49.6 6.8 EMILY CCT 45060030 SEP 03
Number of links = 13 Number of forward links = 13 Number of back links = 13
TOTALS FORWARD BACK TOTALS
COUNT 38404. 37475. 75879.
VOLUME 40143. 39514. 79657.
CHANGE 1739. 2039. 3778.
% 105. 105. 105.
CORREL.
COEFF. .961 .962 .965
%RMS 23.64 19.68 20.53
r^2 .923 .926 .930
GEH 1.8 2.1 2.8
GEH <5 <7 <10 <12 >12
# 11 13 13 13 0
% 84.6 100.0 100.0 100.0 .0
Cordon Number : 3
Description : EXTERNALS
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
365 6579 13025. 12906 -119. 99.1 No Back Link Present 13025. 12906 -119. 99.1 .2 Ext 365 In
6586 365 13678. 14497 819. 106.0 No Back Link Present 13678. 14497 819. 106.0 1.4 Ext 365 Out
367 7557 1471. 2150 679. 146.2 1546. 1793 247. 116.0 3017. 3943 926. 130.7 3.2 Ext 367
368 5260 407. 479 72. 117.7 408. 560 152. 137.3 815. 1039 224. 127.5 1.6 Ext 368
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
369 3094 1475. 1712 237. 116.1 1475. 1967 492. 133.4 2950. 3679 729. 124.7 2.6 Ext 369
370 7302 20673. 18263 -2410. 88.3 No Back Link Present 20673. 18263 -2410. 88.3 3.5 Ext 370 In
7288 370 19490. 19326 -164. 99.2 No Back Link Present 19490. 19326 -164. 99.2 .2 Ext 370 Out
Number of links = 7 Number of forward links = 7 Number of back links = 3
TOTALS FORWARD BACK TOTALS
COUNT 70219. 3429. 73648.
VOLUME 69333. 4320. 73653.
CHANGE -886. 891. 5.
% 99. 126. 100.
CORREL.
COEFF. .994 .986 .994
%RMS 10.80 35.33 10.95
r^2 .989 .972 .987
GEH .7 3.0 .0
GEH <5 <7 <10 <12 >12
# 7 7 7 7 0
% 100.0 100.0 100.0 100.0 .0
Cordon Number : 4
Description : ALL
FORWARD BACK TOTAL
NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH
1520 1068 1199. 1027 -172. 85.7 1386. 1040 -346. 75.0 2585. 2067 -518. 80.0 2.1 ASCOT RD 15080030 Jun 02
4065 2542 1243. 1038 -205. 83.5 1244. 1309 65. 105.2 2487. 2347 -140. 94.4 .6 BOARDMAN RD 45020020 Mar 04
3542 7414 1033. 969 -64. 93.8 1019. 763 -256. 74.9 2052. 1732 -320. 84.4 1.5 CENTENNIAL RD 15290010 MAY 03
4002 2507 231. 282 51. 122.1 234. 329 95. 140.6 465. 611 146. 131.4 1.3 LAVIS RD 45430010 JUL 02
2479 2480 75. 89 14. 118.7 88. 51 -37. 58.0 163. 140 -23. 85.9 .4 MAIRINGER CR 45460010 JUL 02
3562 3563 601. 382 -219. 63.6 618. 389 -229. 62.9 1219. 771 -448. 63.2 2.8 OXLEY DR 15890012 MAY 03
3282 3259 1140. 685 -455. 60.1 960. 892 -68. 92.9 2100. 1577 -523. 75.1 2.5 COLO ST 31320010 JUN 02
1748 1749 1470. 1170 -300. 79.6 1378. 1141 -237. 82.8 2848. 2311 -537. 81.1 2.1 LYELL ST 31640010 JUL 03
3361 3290 1376. 1194 -182. 86.8 1257. 1301 44. 103.5 2633. 2495 -138. 94.8 .6 LYELL ST 31640011 JUL 03
3361 1204 1689. 1487 -202. 88.0 1091. 1603 512. 146.9 2780. 3090 310. 111.2 1.2 OLD BOWRAL RD 31740012 AUG 03
3377 3367 258. 292 34. 113.2 235. 210 -25. 89.4 493. 502 9. 101.8 .0 OXFORD ST 31760010 FEB 03
3454 3436 545. 383 -162. 70.3 583. 345 -238. 59.2 1128. 728 -400. 64.5 2.7 OXLEY DR 15890090 JUL 02
3020 3042 315. 214 -101. 67.9 275. 259 -16. 94.2 590. 473 -117. 80.2 1.1 OXLEY DR 15890060 JUL 02
3273 1497 1074. 1602 528. 149.2 1405. 1588 183. 113.0 2479. 3190 711. 128.7 2.7 PIONEER ST 31810010 FEB 03
1406 1405 332. 270 -62. 81.3 323. 342 19. 105.9 655. 612 -43. 93.4 .4 CURROCKBILLY ST 38100010 DEC 03
1443 1419 368. 384 16. 104.3 417. 510 93. 122.3 785. 894 109. 113.9 .9 MERANIE ST 38170010 DEC 03
2741 2681 276. 260 -16. 94.2 293. 143 -150. 48.8 569. 403 -166. 70.8 1.6 ORIENT ST 39050010 FEB 04
3416 3365 411. 667 256. 162.3 367. 574 207. 156.4 778. 1241 463. 159.5 2.9 WEBB ST 32120010 MAR 06
2957 2958 819. 1009 190. 123.2 728. 734 6. 100.8 1547. 1743 196. 112.7 1.0 BONG BONG RD 31200010 JUL 03
2897 3412 821. 981 160. 119.5 590. 761 171. 129.0 1411. 1742 331. 123.5 1.7 OLD SOUTH RD 15870090 DEC 05
1205 4675 1111. 699 -412. 62.9 955. 723 -232. 75.7 2066. 1422 -644. 68.8 3.2 LACKEY RD 33690020 JULY 05
4870 4859 286. 274 -12. 95.8 510. 912 402. 178.8 796. 1186 390. 149.0 2.5 RAILWAY ST 33970010 SEP 03
4380 1571 238. 168 -70. 70.6 269. 121 -148. 45.0 507. 289 -218. 57.0 2.2 DOUGLAS RD 33430010 AUG 04
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1632 1633 738. 470 -268. 63.7 713. 613 -100. 86.0 1451. 1083 -368. 74.6 2.1 SUTTOR RD 34080013 OCT 03
4770 4765 660. 1004 344. 152.1 718. 558 -160. 77.7 1378. 1562 184. 113.4 1.0 VALETTA ST 34150030 OCT 03
1165 4946 647. 214 -433. 33.1 760. 330 -430. 43.4 1407. 544 -863. 38.7 5.7 WILLOW DR 34220010 DEC 03
5119 5067 337. 274 -63. 81.3 315. 233 -82. 74.0 652. 507 -145. 77.8 1.2 GOLDEN VALE RD 37040010 FEB 03
1050 6544 413. 356 -57. 86.2 595. 342 -253. 57.5 1008. 698 -310. 69.2 2.2 ERITH ST 18190013 JUNE 03
4312 4068 552. 412 -140. 74.6 563. 460 -103. 81.7 1115. 872 -243. 78.2 1.6 OLD HUME HWY 06450040 Oct 04
4044 4061 705. 526 -179. 74.6 673. 532 -141. 79.0 1378. 1058 -320. 76.8 1.8 MEDWAY RD 03720130 Oct 04
1475 1473 292. 310 18. 106.2 313. 272 -41. 86.9 605. 582 -23. 96.2 .2 GREENHILLS RD 14140010 Apr 02
3664 3778 832. 786 -46. 94.5 761. 776 15. 102.0 1593. 1562 -31. 98.1 .1 OXLEYS HILL RD 16900050 MAY 03
5471 5502 374. 447 73. 119.5 387. 288 -99. 74.4 761. 735 -26. 96.6 .2 CANYONLEIGH RD 21020010 JUN 03
5509 5438 49. 51 2. 104.1 56. 56 0. 100.0 105. 107 2. 101.9 .0 CANYONLEIGH RD 21020100 JUN 03
4066 2571 2635. 3270 635. 124.1 2445. 3276 831. 134.0 5080. 6546 1466. 128.9 3.9 ERIDGE PARK RD 19070070 JUN 04
1034 3654 7878. 8669 791. 110.0 7923. 8174 251. 103.2 15801. 16843 1042. 106.6 1.6 STATION ST 16150014 OCT 02
4366 4324 1526. 1881 355. 123.3 1575. 2008 433. 127.5 3101. 3889 788. 125.4 2.7 ERIDGE PARK RD 19070010 JUN 04
1522 2892 2527. 2581 54. 102.1 2253. 2222 -31. 98.6 4780. 4803 23. 100.5 .1 OLD SOUTH RD 15870140 FEB 04
3282 3255 2056. 3039 983. 147.8 2237. 3236 999. 144.7 4293. 6275 1982. 146.2 5.6 RANGE RD 31890010 MAY 03
1462 1476 3644. 3002 -642. 82.4 3308. 3013 -295. 91.1 6952. 6015 -937. 86.5 2.4 BOWRAL ST 15190020 Apr 03
1033 3659 5178. 6440 1262. 124.4 5500. 6039 539. 109.8 10678. 12479 1801. 116.9 3.4 BONG BONG ST 02601005 Oct 02
2374 1297 3029. 3039 10. 100.3 2948. 2335 -613. 79.2 5977. 5374 -603. 89.9 1.7 CHURCH AV 76350015 Nov 04
2374 2280 1846. 1386 -460. 75.1 1901. 1754 -147. 92.3 3747. 3140 -607. 83.8 2.2 WILSON DR 76350090 Nov 04
4864 1261 2908. 2474 -434. 85.1 2785. 3054 269. 109.7 5693. 5528 -165. 97.1 .5 WAITE ST 03720010 Nov 02
2397 4770 2212. 2782 570. 125.8 1351. 2029 678. 150.2 3563. 4811 1248. 135.0 3.9 ELIZABETH ST 33450030 AUG 02
3087 3088 1388. 834 -554. 60.1 1634. 1538 -96. 94.1 3022. 2372 -650. 78.5 2.6 THROSBY ST 34110011 NOV 03
7054 3947 1577. 746 -831. 47.3 1615. 836 -779. 51.8 3192. 1582 -1610. 49.6 6.8 EMILY CCT 45060030 SEP 03
Number of links = 47 Number of forward links = 47 Number of back links = 47
TOTALS FORWARD BACK TOTALS
COUNT 60914. 59554. 120468.
VOLUME 60519. 60014. 120533.
CHANGE -395. 460. 65.
% 99. 101. 100.
CORREL.
COEFF. .974 .977 .979
%RMS 30.98 26.55 26.62
r^2 .948 .955 .959
GEH .3 .4 .0
GEH <5 <7 <10 <12 >12
# 44 47 47 47 0
% 93.6 100.0 100.0 100.0 .0
CORDON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
APPENDIX 5
AM PEAK INTERSECTION MOVEMENT +-------------------------------------------------------------------------------------------+
| TRACKS - 25-Jun-08 @ 08:36:58 Gabites Porter |
| Christchurch, N.Z. |
+-------------------------------------------------------------------------------------------+
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : TURNON |KS TRACK |
| CKS TRAC| Version : V7.01 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 25-Jun-08 |RACKS TR |
| TRACKS T| Time run : 08:36:58 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 19/12/06 01:30
Parameter version : V7.00
Loaded Network : WM06NL.000
Intersection Number : 1
Description : Wilson Dr - Church Ave
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
2374 | 1297 | 2280 | 2375 |
-----+-----------+-----------+-----------+------------
1297 | 0 0| 58 59| 69 60|Church Ave East
2280 | 191 146| 0 0| 27 39|Wilson Dr
2375 | 167 177| 21 24| 0 0|Church Ave West
Correlation Coefficient : .980
% RMS : 22.326
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1297-2374| 127 119 93.7 | 358 323 90.2 |
2280-2374| 218 185 84.9 | 79 83 105.1 |
2375-2374| 188 201 106.9 | 96 99 103.1 |
In Out Both
Correlation Coefficient : .998 .994 .999
Intersection Number : 2
Description : Hume Hwy - Church Ave (To Sydney)
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
1341 | 1340 | 1345 | 7271 | 2402 |
-----+-----------+-----------+-----------+-----------+------------
1340 | 0 0| 15 4| 0 0| 83 88|Hume Hwy Sth
1345 | 0 0| 0 0| 16 13| 36 32|Church Ave East
7271 | 0 0| 0 0| 0 0| 0 0|Hume Hwy Nth
2402 | 0 0| 325 281| 81 54| 0 0|Church Ave West
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Correlation Coefficient : .997
% RMS : 16.940
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1340-1341| 98 92 93.9 | 0 0 .0 |
1345-1341| 52 45 86.5 | 340 285 83.8 |
7271-1341| 0 0 .0 | 97 67 69.1 |
2402-1341| 406 335 82.5 | 119 120 100.8 |
In Out Both
Correlation Coefficient : .999 1.000 .997
Intersection Number : 3
Description : Hume Hwy - Church Ave (From Sydney)
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
1345 | 1344 | 1330 | 7272 | 1341 |
-----+-----------+-----------+-----------+-----------+------------
1344 | 0 0| 0 0| 0 0| 0 0|Hume Hwy Sth
1330 | 69 58| 0 0| 0 0| 39 23|Church Ave East
7272 | 0 0| 5 3| 0 0| 18 22|Hume Hwy Nth
1341 | 313 274| 25 11| 0 0| 0 0|Church Ave West
Correlation Coefficient : .999
% RMS : 10.223
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1344-1345| 0 0 .0 | 382 332 86.9 |
1330-1345| 108 81 75.0 | 30 14 46.7 |
7272-1345| 23 25 108.7 | 0 0 .0 |
1341-1345| 338 285 84.3 | 57 45 78.9 |
In Out Both
Correlation Coefficient : .999 .999 .999
Intersection Number : 4
Description : Illawarra Hwy - Arthur St
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4846 | 1268 | 2400 | 1285 |
-----+-----------+-----------+-----------+------------
1268 | 0 0| 22 22| 38 24|Arthur St
2400 | 66 97| 0 0| 636 614|Illawarra Hwy East
1285 | 43 35| 794 785| 0 0|Illawarra Hwy West
Correlation Coefficient : .999
% RMS : 3.279
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1268-4846| 60 46 76.7 | 109 132 121.1 |
2400-4846| 702 711 101.3 | 816 807 98.9 |
1285-4846| 837 820 98.0 | 674 638 94.7 |
In Out Both
Correlation Coefficient : 1.000 1.000 .999
Intersection Number : 5
Description : Illawarra Hwy - Valetta St
Number of incoming links : 3
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Count Factor : 1.0000
Volume Factor : 1.0000
4755 | 1047 | 1132 | 4767 |
-----+-----------+-----------+-----------+------------
1047 | 0 0| 9 14| 56 45|Valetta St
1132 | 14 50| 0 0| 679 679|Illawarra Hwy East
4767 | 16 16| 632 606| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 2.471
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1047-4755| 65 59 90.8 | 30 66 220.0 |
1132-4755| 693 729 105.2 | 641 620 96.7 |
4767-4755| 648 622 96.0 | 735 724 98.5 |
In Out Both
Correlation Coefficient : 1.000 .999 .999
Intersection Number : 6
Description : RAB Argyle Rd - Illawarra Hwy - Suttor Rd
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
4734 | 4761 | 4735 | 1098 | 4739 |
-----+-----------+-----------+-----------+-----------+------------
4761 | 0 0| 257 192| 45 54| 126 118|Illawarra Hwy East
4735 | 147 134| 0 0| 5 9| 431 498|Argyle Rd
1098 | 28 44| 11 11| 0 0| 89 89|Suttor Rd
4739 | 110 120| 398 419| 58 67| 0 0|Illawarra Hwy West
Correlation Coefficient : .998
% RMS : 5.505
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4761-4734| 428 364 85.0 | 285 298 104.6 |
4735-4734| 583 641 109.9 | 666 622 93.4 |
1098-4734| 128 144 112.5 | 108 130 120.4 |
4739-4734| 566 606 107.1 | 646 705 109.1 |
In Out Both
Correlation Coefficient : .999 .996 .997
Intersection Number : 7
Description : Suttor Rd - Argyle Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
1633 | 1767 | 7427 | 1632 |
-----+-----------+-----------+-----------+------------
1767 | 0 0| 654 651| 4 1|Argyle Rd Sth
7427 | 620 633| 0 0| 62 79|Argyle Rd Nth
1632 | 1 1| 60 64| 0 0|Suttor Rd
Correlation Coefficient : 1.000
% RMS : .708
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1767-1633| 658 652 99.1 | 621 634 102.1 |
7427-1633| 682 712 104.4 | 714 715 100.1 |
1632-1633| 61 65 106.6 | 66 80 121.2 |
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
In Out Both
Correlation Coefficient : 1.000 1.000 1.000
Intersection Number : 8
Description : White St - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4829 | 2400 | 4831 | 2399 |
-----+-----------+-----------+-----------+------------
2400 | 0 0| 179 225| 585 587|Illawarra Hwy Sth
4831 | 166 90| 0 0| 85 62|White St
2399 | 589 629| 82 57| 0 0|Illawarra Hwy Nth
Correlation Coefficient : 1.000
% RMS : 2.702
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
2400-4829| 764 812 106.3 | 755 719 95.2 |
4831-4829| 251 152 60.6 | 261 282 108.0 |
2399-4829| 671 686 102.2 | 670 649 96.9 |
In Out Both
Correlation Coefficient : .999 .995 1.000
Intersection Number : 9
Description : Lackey Rd - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4855 | 1285 | 1264 | 4859 |
-----+-----------+-----------+-----------+------------
1285 | 0 0| 160 142| 503 495|Illawarra Hwy East
1264 | 178 191| 0 0| 14 30|Lackey Rd
4859 | 659 631| 50 91| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.284
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1285-4855| 663 637 96.1 | 837 822 98.2 |
1264-4855| 192 221 115.1 | 210 233 111.0 |
4859-4855| 709 722 101.8 | 517 525 101.5 |
In Out Both
Correlation Coefficient : .999 .999 1.000
Intersection Number : 10
Description : Railway St - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4859 | 4870 | 4855 | 1265 |
-----+-----------+-----------+-----------+------------
4870 | 0 0| 7 16| 10 4|Railway St
4855 | 33 33| 0 0| 490 492|Illawarra Hwy East
1265 | 17 8| 704 706| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : .289
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4870-4859| 17 20 117.6 | 50 41 82.0 |
4855-4859| 523 525 100.4 | 711 722 101.5 |
1265-4859| 721 714 99.0 | 500 496 99.2 |
In Out Both
Correlation Coefficient : 1.000 1.000 1.000
Intersection Number : 11
Description : Illawarra Hwy - Waite St
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4864 | 1265 | 1261 | 1124 |
-----+-----------+-----------+-----------+------------
1265 | 0 0| 173 158| 304 322|Illawarra Hwy East
1261 | 186 180| 0 0| 40 62|Waite St
1124 | 537 533| 67 76| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : .620
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1265-4864| 477 480 100.6 | 723 713 98.6 |
1261-4864| 226 242 107.1 | 240 234 97.5 |
1124-4864| 604 609 100.8 | 344 384 111.6 |
In Out Both
Correlation Coefficient : 1.000 1.000 .999
Intersection Number : 12
Description : Yarrawa Rd - Illawarra Hwy
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
4916 | 4931 | 1286 | 1700 | 1283 |
-----+-----------+-----------+-----------+-----------+------------
4931 | 0 0| 8 23| 4 2| 1 3|Yarrawa Rd Sth
1286 | 11 8| 0 0| 38 44| 260 300|Illawarra Hwy East
1700 | 3 2| 135 121| 0 0| 12 6|Yarrawa Rd Nth
1283 | 1 2| 466 447| 7 7| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.194
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4931-4916| 13 28 215.4 | 15 12 80.0 |
1286-4916| 309 352 113.9 | 609 591 97.0 |
1700-4916| 150 129 86.0 | 49 53 108.2 |
1283-4916| 474 456 96.2 | 273 309 113.2 |
In Out Both
Correlation Coefficient : 1.000 .996 .998
Intersection Number : 13
Description : Parkes Rd - Lackey Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4675 | 1205 | 4632 | 1179 |
-----+-----------+-----------+-----------+------------
1205 | 0 0| 52 74| 32 10|Lackey Rd Sth
4632 | 44 74| 0 0| 2 2|Lackey Rd Nth
1179 | 49 24| 5 4| 0 0|Parkes Rd
Correlation Coefficient : 1.000
% RMS : .837
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1205-4675| 84 84 100.0 | 93 98 105.4 |
4632-4675| 46 76 165.2 | 57 78 136.8 |
1179-4675| 54 28 51.9 | 34 12 35.3 |
In Out Both
Correlation Coefficient : .958 .940 .972
Intersection Number : 14
Description : Douglas Rd - Berrima Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4380 | 4415 | 1571 | 4379 |
-----+-----------+-----------+-----------+------------
4415 | 0 0| 3 2| 88 105|Berrima Rd Sth
1571 | 1 2| 0 0| 10 17|Douglas Rd
4379 | 143 163| 32 29| 0 0|Berrima Rd Nth
Correlation Coefficient : 1.000
% RMS : .450
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4415-4380| 91 107 117.6 | 144 165 114.6 |
1571-4380| 11 19 172.7 | 35 31 88.6 |
4379-4380| 175 192 109.7 | 98 122 124.5 |
In Out Both
Correlation Coefficient : 1.000 .999 .998
TURNON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
SH PEAK INTERSECTION MOVEMENT
+-------------------------------------------------------------------------------------------+
| TRACKS - 31-Oct-08 @ 16:46:13 Gabites Porter |
| Christchurch, N.Z. |
+-------------------------------------------------------------------------------------------+
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : TURNON |KS TRACK |
| CKS TRAC| Version : V7.01 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 31-Oct-08 |RACKS TR |
| TRACKS T| Time run : 16:46:13 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 30/04/08 01:30
Parameter version : V7.00
Loaded Network : WS06NL.000
Intersection Number : 1
Description : Holly Rd - Moss Vale Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4048 | 4106 | 2481 | 4049 |
-----+-----------+-----------+-----------+------------
4106 | 0 0| 462 463| 16 2|Moss Vale Rd Sth
2481 | 558 427| 0 0| 15 0|Moss Vale Rd Nth
4049 | 15 1| 16 0| 0 0|Holly Rd
Correlation Coefficient : .988
% RMS : 30.402
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4106-4048| 478 465 97.3 | 573 428 74.7 |
2481-4048| 573 427 74.5 | 478 463 96.9 |
4049-4048| 31 1 3.2 | 31 2 6.5 |
In Out Both
Correlation Coefficient : .999 .990 .991
Intersection Number : 2
Description : Wilson Dr - Church Ave 3:30-4:30PM
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
2374 | 1297 | 2280 | 2375 |
-----+-----------+-----------+-----------+------------
1297 | 0 0| 174 125| 105 127|Church Ave East
2280 | 105 119| 0 0| 28 27|Wilson Dr
2375 | 77 116| 30 27| 0 0|Church Ave West
Correlation Coefficient : .993
% RMS : 10.390
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1297-2374| 279 252 90.3 | 182 235 129.1 |
2280-2374| 133 146 109.8 | 204 152 74.5 |
2375-2374| 107 143 133.6 | 133 154 115.8 |
In Out Both
Correlation Coefficient : .994 .990 .971
Intersection Number : 3
Description : Hume Hwy - Church Ave (To Sydney) 3:30-4:30PM
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
1341 | 1340 | 1345 | 7271 | 2402 |
-----+-----------+-----------+-----------+-----------+------------
1340 | 0 0| 43 9| 0 0| 247 224|Hume Hwy Sth
1345 | 0 0| 0 0| 12 7| 44 34|Church Ave East
7271 | 0 0| 0 0| 0 0| 0 0|Hume Hwy Nth
2402 | 0 0| 129 206| 25 33| 0 0|Church Ave West
Correlation Coefficient : .988
% RMS : 14.564
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1340-1341| 290 233 80.3 | 0 0 .0 |
1345-1341| 56 41 73.2 | 172 215 125.0 |
7271-1341| 0 0 .0 | 37 40 108.1 |
2402-1341| 154 239 155.2 | 291 258 88.7 |
In Out Both
Correlation Coefficient : .992 .952 .987
Intersection Number : 4
Description : Hume Hwy - Church Ave (From Sydney) 3:30-4:30PM
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
1345 | 1344 | 1330 | 7272 | 1341 |
-----+-----------+-----------+-----------+-----------+------------
1344 | 0 0| 0 0| 0 0| 0 0|Hume Hwy Sth
1330 | 24 30| 0 0| 0 0| 26 13|Church Ave East
7272 | 0 0| 4 6| 0 0| 30 27|Hume Hwy Nth
1341 | 124 195| 46 21| 0 0| 0 0|Church Ave West
Correlation Coefficient : .993
% RMS : 11.283
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1344-1345| 0 0 .0 | 148 225 152.0 |
1330-1345| 50 43 86.0 | 50 27 54.0 |
7272-1345| 34 33 97.1 | 0 0 .0 |
1341-1345| 170 216 127.1 | 56 40 71.4 |
In Out Both
Correlation Coefficient : .979 .995 .966
Intersection Number : 5
Description : Illawarra Hwy - Arthur St 3:30-4:30PM
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4846 | 1268 | 2400 | 1285 |
-----+-----------+-----------+-----------+------------
1268 | 0 0| 28 12| 41 4|Arthur St
2400 | 105 113| 0 0| 795 796|Illawarra Hwy East
1285 | 51 27| 785 898| 0 0|Illawarra Hwy West
Correlation Coefficient : .997
% RMS : 7.220
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1268-4846| 69 16 23.2 | 156 140 89.7 |
2400-4846| 900 909 101.0 | 813 910 111.9 |
1285-4846| 836 925 110.6 | 836 800 95.7 |
In Out Both
Correlation Coefficient : .999 .998 .997
Intersection Number : 6
Description : Illawarra Hwy - Valetta St 3:30-4:30PM
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4755 | 1047 | 1132 | 4767 |
-----+-----------+-----------+-----------+------------
1047 | 0 0| 8 9| 43 63|Valetta St
1132 | 19 30| 0 0| 645 576|Illawarra Hwy East
4767 | 77 39| 620 640| 0 0|Illawarra Hwy West
Correlation Coefficient : .999
% RMS : 3.711
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1047-4755| 51 72 141.2 | 96 69 71.9 |
1132-4755| 664 606 91.3 | 628 649 103.3 |
4767-4755| 697 679 97.4 | 688 639 92.9 |
In Out Both
Correlation Coefficient : 1.000 .999 .998
Intersection Number : 7
Description : RAB Argyle Rd - Illawarra Hwy - Suttor Rd 3:30-4:30PM
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
4734 | 4761 | 4735 | 1098 | 4739 |
-----+-----------+-----------+-----------+-----------+------------
4761 | 0 0| 191 159| 35 36| 114 126|Illawarra Hwy East
4735 | 116 120| 0 0| 6 8| 474 402|Argyle Rd
1098 | 47 28| 9 7| 0 0| 52 57|Suttor Rd
4739 | 124 185| 381 375| 58 61| 0 0|Illawarra Hwy West
Correlation Coefficient : .999
% RMS : 4.951
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4761-4734| 340 321 94.4 | 287 333 116.0 |
4735-4734| 596 530 88.9 | 581 541 93.1 |
1098-4734| 108 92 85.2 | 99 105 106.1 |
4739-4734| 563 621 110.3 | 640 585 91.4 |
In Out Both
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Correlation Coefficient : .999 .995 .997
Intersection Number : 8
Description : Bessemer St - Main St - old Hume Hwy
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
3212 | 1322 | 3245 | 1753 | 1750 |
-----+-----------+-----------+-----------+-----------+------------
1322 | 0 0| 54 35| 12 16| 46 31|Bessemer St Sth
3245 | 78 34| 0 0| 5 1| 277 217|Old Hume Hwy East
1753 | 51 30| 12 0| 0 0| 25 17|Bessemer St Nth
1750 | 52 23| 269 197| 10 10| 0 0|Old Hume Hwy West
Correlation Coefficient : .999
% RMS : 4.862
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1322-3212| 112 82 73.2 | 181 87 48.1 |
3245-3212| 360 252 70.0 | 335 232 69.3 |
1753-3212| 88 47 53.4 | 27 27 100.0 |
1750-3212| 331 230 69.5 | 348 265 76.1 |
In Out Both
Correlation Coefficient : .998 .999 .992
Intersection Number : 9
Description : Suttor Rd - Argyle Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
1633 | 1767 | 7427 | 1632 |
-----+-----------+-----------+-----------+------------
1767 | 0 0| 549 510| 3 0|Argyle Rd Sth
7427 | 537 505| 0 0| 52 35|Argyle Rd Nth
1632 | 1 0| 70 35| 0 0|Suttor Rd
Correlation Coefficient : 1.000
% RMS : 1.683
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1767-1633| 552 510 92.4 | 538 505 93.9 |
7427-1633| 589 540 91.7 | 619 545 88.0 |
1632-1633| 71 35 49.3 | 55 35 63.6 |
In Out Both
Correlation Coefficient : .999 .999 .999
Intersection Number : 10
Description : White St - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4829 | 2400 | 4831 | 2399 |
-----+-----------+-----------+-----------+------------
2400 | 0 0| 214 257| 616 661|Illawarra Hwy Sth
4831 | 222 216| 0 0| 110 73|White St
2399 | 678 695| 78 92| 0 0|Illawarra Hwy Nth
Correlation Coefficient : 1.000
% RMS : 1.660
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
2400-4829| 830 918 110.6 | 900 911 101.2 |
4831-4829| 332 289 87.0 | 292 349 119.5 |
2399-4829| 756 787 104.1 | 726 734 101.1 |
In Out Both
Correlation Coefficient : 1.000 .998 .999
Intersection Number : 11
Description : Lackey Rd - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4855 | 1285 | 1264 | 4859 |
-----+-----------+-----------+-----------+------------
1285 | 0 0| 115 120| 721 677|Illawarra Hwy East
1264 | 187 213| 0 0| 4 8|Lackey Rd
4859 | 653 708| 90 105| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.451
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1285-4855| 836 797 95.3 | 840 921 109.6 |
1264-4855| 191 221 115.7 | 205 225 109.8 |
4859-4855| 743 813 109.4 | 725 685 94.5 |
In Out Both
Correlation Coefficient : 1.000 .997 .997
Intersection Number : 12
Description : Railway St - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4859 | 4870 | 4855 | 1265 |
-----+-----------+-----------+-----------+------------
4870 | 0 0| 10 6| 5 2|Railway St
4855 | 50 60| 0 0| 675 626|Illawarra Hwy East
1265 | 36 12| 733 807| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.567
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4870-4859| 15 8 53.3 | 86 72 83.7 |
4855-4859| 725 686 94.6 | 743 813 109.4 |
1265-4859| 769 819 106.5 | 680 628 92.4 |
In Out Both
Correlation Coefficient : 1.000 .998 .996
Intersection Number : 13
Description : Illawarra Hwy - Waite St
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4864 | 1265 | 1261 | 1124 |
-----+-----------+-----------+-----------+------------
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1265 | 0 0| 235 186| 439 434|Illawarra Hwy East
1261 | 161 171| 0 0| 113 106|Waite St
1124 | 521 637| 87 69| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.954
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1265-4864| 674 620 92.0 | 682 808 118.5 |
1261-4864| 274 277 101.1 | 322 255 79.2 |
1124-4864| 608 706 116.1 | 552 540 97.8 |
In Out Both
Correlation Coefficient : .999 .994 .992
Intersection Number : 14
Description : Yarrawa Rd - Illawarra Hwy
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
4916 | 4931 | 1286 | 1700 | 1283 |
-----+-----------+-----------+-----------+-----------+------------
4931 | 0 0| 11 9| 3 2| 2 2|Yarrawa Rd Sth
1286 | 15 15| 0 0| 49 62| 411 466|Illawarra Hwy East
1700 | 6 2| 71 72| 0 0| 17 9|Yarrawa Rd Nth
1283 | 3 3| 461 531| 8 8| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.833
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4931-4916| 16 13 81.3 | 24 20 83.3 |
1286-4916| 475 543 114.3 | 543 612 112.7 |
1700-4916| 94 83 88.3 | 60 72 120.0 |
1283-4916| 472 542 114.8 | 430 477 110.9 |
In Out Both
Correlation Coefficient : 1.000 .999 1.000
Intersection Number : 15
Description : Parkes Rd - Lackey Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4675 | 1205 | 4632 | 1179 |
-----+-----------+-----------+-----------+------------
1205 | 0 0| 42 43| 42 19|Lackey Rd Sth
4632 | 60 39| 0 0| 5 1|Lackey Rd Nth
1179 | 22 13| 4 1| 0 0|Parkes Rd
Correlation Coefficient : 1.000
% RMS : .466
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1205-4675| 84 62 73.8 | 82 52 63.4 |
4632-4675| 65 40 61.5 | 46 44 95.7 |
1179-4675| 26 14 53.8 | 47 20 42.6 |
In Out Both
Correlation Coefficient : .992 .995 .969
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Intersection Number : 16
Description : Douglas Rd - Berrima Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4380 | 4415 | 1571 | 4379 |
-----+-----------+-----------+-----------+------------
4415 | 0 0| 4 0| 155 125|Berrima Rd Sth
1571 | 3 1| 0 0| 33 8|Douglas Rd
4379 | 147 120| 15 10| 0 0|Berrima Rd Nth
Correlation Coefficient : 1.000
% RMS : .666
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4415-4380| 159 125 78.6 | 150 121 80.7 |
1571-4380| 36 9 25.0 | 19 10 52.6 |
4379-4380| 162 130 80.2 | 188 133 70.7 |
In Out Both
Correlation Coefficient : .998 .994 .998
TURNON terminated successfully
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
PM PEAK INTERSECTION MOVEMENT +-------------------------------------------------------------------------------------------+
| TRACKS - 24-Jun-08 @ 14:22:40 Gabites Porter |
| Christchurch, N.Z. |
+-------------------------------------------------------------------------------------------+
+----------------------------------------------+
| TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS TR |
| TRACKS +--------------------------+ TRACKS |
| S TRACKS| |S TRACKS |
| KS TRACK| Program : TURNON |KS TRACK |
| CKS TRAC| Version : V7.01 |CKS TRAC |
| ACKS TRA| |ACKS TRA |
| RACKS TR| Date run : 24-Jun-08 |RACKS TR |
| TRACKS T| Time run : 14:22:40 |TRACKS T |
| TRACKS | Platform : Win 95/NT | TRACKS |
| S TRACKS+--------------------------+S TRACKS |
| KS TRACKS TRACKS TRACKS TRACKS TRACKS TRACKS |
+----------------------------------------------+
+----------------------------------------------+
| TRACKS Licenced to |
| Gabites Porter |
| at : Christchurch, N.Z. |
+----------------------------------------------+
Build Date : 19/12/06 01:30
Parameter version : V7.00
Loaded Network : WE06NL.000
Intersection Number : 1
Description : Holly Rd - Moss Vale Rd (Counts btw 4:30 & 5:30)
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4048 | 4106 | 2481 | 4049 |
-----+-----------+-----------+-----------+------------
4106 | 0 0| 377 371| 7 2|Moss Vale Rd Sth
2481 | 509 449| 0 0| 14 0|Moss Vale Rd Nth
4049 | 3 2| 12 0| 0 0|Holly Rd
Correlation Coefficient : .998
% RMS : 16.807
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4106-4048| 384 373 97.1 | 512 451 88.1 |
2481-4048| 523 449 85.9 | 389 371 95.4 |
4049-4048| 15 2 13.3 | 21 2 9.5 |
In Out Both
Correlation Coefficient : 1.000 .998 .999
Intersection Number : 2
Description : Wilson Dr - Church Ave
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
2374 | 1297 | 2280 | 2375 |
-----+-----------+-----------+-----------+------------
1297 | 0 0| 193 140| 154 162|Church Ave East
2280 | 87 74| 0 0| 19 27|Wilson Dr
2375 | 67 75| 19 39| 0 0|Church Ave West
Correlation Coefficient : .996
% RMS : 10.018
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1297-2374| 347 302 87.0 | 154 149 96.8 |
2280-2374| 106 101 95.3 | 212 179 84.4 |
2375-2374| 86 114 132.6 | 173 189 109.2 |
In Out Both
Correlation Coefficient : .994 .994 .994
Intersection Number : 3
Description : Hume Hwy - Church Ave (To Sydney)
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
1341 | 1340 | 1345 | 7271 | 2402 |
-----+-----------+-----------+-----------+-----------+------------
1340 | 0 0| 54 41| 0 0| 258 251|Hume Hwy Sth
1345 | 0 0| 0 0| 11 0| 120 60|Church Ave East
7271 | 0 0| 0 0| 0 0| 0 0|Hume Hwy Nth
2402 | 0 0| 127 131| 16 19| 0 0|Church Ave West
Correlation Coefficient : .995
% RMS : 10.655
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1340-1341| 312 292 93.6 | 0 0 .0 |
1345-1341| 131 60 45.8 | 181 172 95.0 |
7271-1341| 0 0 .0 | 27 19 70.4 |
2402-1341| 143 150 104.9 | 378 311 82.3 |
In Out Both
Correlation Coefficient : .997 .982 .998
Intersection Number : 4
Description : Hume Hwy - Church Ave (From Sydney)
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
1345 | 1344 | 1330 | 7272 | 1341 |
-----+-----------+-----------+-----------+-----------+------------
1344 | 0 0| 0 0| 0 0| 0 0|Hume Hwy Sth
1330 | 15 24| 0 0| 0 0| 40 10|Church Ave East
7272 | 0 0| 9 10| 0 0| 89 50|Hume Hwy Nth
1341 | 116 118| 66 54| 0 0| 0 0|Church Ave West
Correlation Coefficient : .998
% RMS : 7.488
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1344-1345| 0 0 .0 | 131 142 108.4 |
1330-1345| 55 34 61.8 | 75 64 85.3 |
7272-1345| 98 60 61.2 | 0 0 .0 |
1341-1345| 182 172 94.5 | 129 60 46.5 |
In Out Both
Correlation Coefficient : .989 .985 .940
Intersection Number : 5
Description : Illawarra Hwy - Arthur St
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
4846 | 1268 | 2400 | 1285 |
-----+-----------+-----------+-----------+------------
1268 | 0 0| 25 12| 31 23|Arthur St
2400 | 95 117| 0 0| 707 688|Illawarra Hwy East
1285 | 32 47| 726 669| 0 0|Illawarra Hwy West
Correlation Coefficient : .999
% RMS : 4.134
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1268-4846| 56 35 62.5 | 127 164 129.1 |
2400-4846| 802 805 100.4 | 751 681 90.7 |
1285-4846| 758 716 94.5 | 738 711 96.3 |
In Out Both
Correlation Coefficient : 1.000 .999 .999
Intersection Number : 6
Description : Illawarra Hwy - Valetta St
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4755 | 1047 | 1132 | 4767 |
-----+-----------+-----------+-----------+------------
1047 | 0 0| 9 15| 52 48|Valetta St
1132 | 60 24| 0 0| 527 540|Illawarra Hwy East
4767 | 45 20| 545 575| 0 0|Illawarra Hwy West
Correlation Coefficient : .999
% RMS : 2.580
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1047-4755| 61 63 103.3 | 105 44 41.9 |
1132-4755| 587 564 96.1 | 554 590 106.5 |
4767-4755| 590 595 100.8 | 579 588 101.6 |
In Out Both
Correlation Coefficient : .999 1.000 .997
Intersection Number : 7
Description : RAB Argyle Rd - Illawarra Hwy - Suttor Rd
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
4734 | 4761 | 4735 | 1098 | 4739 |
-----+-----------+-----------+-----------+-----------+------------
4761 | 0 0| 158 112| 47 38| 88 92|Illawarra Hwy East
4735 | 96 113| 0 0| 4 9| 418 391|Argyle Rd
1098 | 27 34| 7 8| 0 0| 71 60|Suttor Rd
4739 | 113 125| 358 371| 56 68| 0 0|Illawarra Hwy West
Correlation Coefficient : .999
% RMS : 3.232
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4761-4734| 293 242 82.6 | 236 272 115.3 |
4735-4734| 518 513 99.0 | 523 491 93.9 |
1098-4734| 105 102 97.1 | 107 115 107.5 |
4739-4734| 527 564 107.0 | 577 543 94.1 |
In Out Both
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Correlation Coefficient : 1.000 .997 .998
Intersection Number : 8
Description : Bessemer St - Main St - old Hume Hwy (4:30 - 5:30 pm)
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
3212 | 1322 | 3245 | 1753 | 1750 |
-----+-----------+-----------+-----------+-----------+------------
1322 | 0 0| 27 20| 17 20| 40 32|Bessemer St Sth
3245 | 44 18| 0 0| 2 1| 189 200|Old Hume Hwy East
1753 | 20 23| 7 0| 0 0| 15 14|Bessemer St Nth
1750 | 23 21| 147 146| 13 13| 0 0|Old Hume Hwy West
Correlation Coefficient : 1.000
% RMS : 1.504
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1322-3212| 84 72 85.7 | 87 62 71.3 |
3245-3212| 235 219 93.2 | 181 166 91.7 |
1753-3212| 42 37 88.1 | 32 34 106.3 |
1750-3212| 183 180 98.4 | 244 246 100.8 |
In Out Both
Correlation Coefficient : .998 .999 .996
Intersection Number : 9
Description : Suttor Rd - Argyle Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
1633 | 1767 | 7427 | 1632 |
-----+-----------+-----------+-----------+------------
1767 | 0 0| 497 479| 3 1|Argyle Rd Sth
7427 | 601 526| 0 0| 53 42|Argyle Rd Nth
1632 | 3 1| 55 55| 0 0|Suttor Rd
Correlation Coefficient : 1.000
% RMS : 2.264
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1767-1633| 500 480 96.0 | 604 527 87.3 |
7427-1633| 654 568 86.9 | 552 534 96.7 |
1632-1633| 58 56 96.6 | 56 43 76.8 |
In Out Both
Correlation Coefficient : 1.000 .999 .999
Intersection Number : 10
Description : White St - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4829 | 2400 | 4831 | 2399 |
-----+-----------+-----------+-----------+------------
2400 | 0 0| 150 178| 599 508|Illawarra Hwy Sth
4831 | 216 165| 0 0| 68 76|White St
2399 | 638 637| 50 45| 0 0|Illawarra Hwy Nth
Correlation Coefficient : 1.000
% RMS : 2.615
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
2400-4829| 749 686 91.6 | 854 802 93.9 |
4831-4829| 284 241 84.9 | 200 223 111.5 |
2399-4829| 688 682 99.1 | 667 584 87.6 |
In Out Both
Correlation Coefficient : 1.000 .999 .999
Intersection Number : 11
Description : Lackey Rd - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4855 | 1285 | 1264 | 4859 |
-----+-----------+-----------+-----------+------------
1285 | 0 0| 141 133| 597 579|Illawarra Hwy East
1264 | 183 153| 0 0| 18 23|Lackey Rd
4859 | 575 561| 27 76| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : 1.309
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1285-4855| 738 712 96.5 | 758 714 94.2 |
1264-4855| 201 176 87.6 | 168 209 124.4 |
4859-4855| 602 637 105.8 | 615 602 97.9 |
In Out Both
Correlation Coefficient : .999 .999 .999
Intersection Number : 12
Description : Railway St - Illawarra Hwy
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4859 | 4870 | 4855 | 1265 |
-----+-----------+-----------+-----------+------------
4870 | 0 0| 20 23| 10 7|Railway St
4855 | 30 47| 0 0| 593 556|Illawarra Hwy East
1265 | 10 8| 582 613| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : .973
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4870-4859| 30 30 100.0 | 40 55 137.5 |
4855-4859| 623 603 96.8 | 602 636 105.6 |
1265-4859| 592 621 104.9 | 603 563 93.4 |
In Out Both
Correlation Coefficient : 1.000 .999 .998
Intersection Number : 13
Description : Illawarra Hwy - Waite St
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4864 | 1265 | 1261 | 1124 |
-----+-----------+-----------+-----------+------------
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
1265 | 0 0| 154 135| 450 430|Illawarra Hwy East
1261 | 140 136| 0 0| 71 92|Waite St
1124 | 442 475| 44 54| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : .844
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1265-4864| 604 565 93.5 | 582 611 105.0 |
1261-4864| 211 228 108.1 | 198 189 95.5 |
1124-4864| 486 529 108.8 | 521 522 100.2 |
In Out Both
Correlation Coefficient : 1.000 .997 1.000
Intersection Number : 14
Description : Yarrawa Rd - Illawarra Hwy
Number of incoming links : 4
Count Factor : 1.0000
Volume Factor : 1.0000
4916 | 4931 | 1286 | 1700 | 1283 |
-----+-----------+-----------+-----------+-----------+------------
4931 | 0 0| 12 12| 3 3| 4 2|Yarrawa Rd Sth
1286 | 24 22| 0 0| 59 74| 436 439|Illawarra Hwy East
1700 | 4 3| 54 70| 0 0| 6 10|Yarrawa Rd Nth
1283 | 5 3| 421 427| 4 9| 0 0|Illawarra Hwy West
Correlation Coefficient : 1.000
% RMS : .546
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4931-4916| 19 17 89.5 | 33 28 84.8 |
1286-4916| 519 535 103.1 | 487 509 104.5 |
1700-4916| 64 83 129.7 | 66 86 130.3 |
1283-4916| 430 439 102.1 | 446 451 101.1 |
In Out Both
Correlation Coefficient : 1.000 1.000 .999
Intersection Number : 15
Description : Parkes Rd - Lackey Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4675 | 1205 | 4632 | 1179 |
-----+-----------+-----------+-----------+------------
1205 | 0 0| 31 41| 43 28|Lackey Rd Sth
4632 | 47 41| 0 0| 3 3|Lackey Rd Nth
1179 | 32 14| 2 1| 0 0|Parkes Rd
Correlation Coefficient : 1.000
% RMS : .416
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
1205-4675| 74 69 93.2 | 79 55 69.6 |
4632-4675| 50 44 88.0 | 33 42 127.3 |
1179-4675| 34 15 44.1 | 46 31 67.4 |
In Out Both
Correlation Coefficient : .986 .983 .971
GABITE
S PORTER – W
ingecarrib
ee Tra
nsporta
tion M
odel Te
chnical Background Report
App4-
Intersection Number : 16
Description : Douglas Rd - Berrima Rd
Number of incoming links : 3
Count Factor : 1.0000
Volume Factor : 1.0000
4380 | 4415 | 1571 | 4379 |
-----+-----------+-----------+-----------+------------
4415 | 0 0| 1 1| 110 133|Berrima Rd Sth
1571 | 2 1| 0 0| 18 17|Douglas Rd
4379 | 101 102| 8 14| 0 0|Berrima Rd Nth
Correlation Coefficient : 1.000
% RMS : .372
Node In Out
Count Volume %Change Count Volume %Change
----------+------------------------+------------------------+
4415-4380| 111 134 120.7 | 103 103 100.0 |
1571-4380| 20 18 90.0 | 9 15 166.7 |
4379-4380| 109 116 106.4 | 128 150 117.2 |
In Out Both
Correlation Coefficient : 1.000 .998 .997
TURNON terminated successfully