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Wingecarribee Shire Council

Transportation Model 2008 Model Validation

Summary Report

GABITES PORTER

Prepared by

January 2009

WINGECARRIBEE TRANSPORTATION MODEL

2008 Transportation Model Validation Summary Report

Document Control Date Submitted Author Version Comment

23/01/09 Matt Ellery Draft Version One

Updated LU to 2008

Prepared by Matt Ellery Gabites Porter Consultants Ltd

Transport Modeller/Analyst 138 Victoria Street P O BOX 25 103

Christchurch 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: 30 January 2009 Reference: 4339 Status: Draft One

GABITES PORTERT 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

2008 Transportation Model Validation Summary Report

CONTENTS 1 INTRODUCTION 1

1.1 Report Content 1 2 road network 1 3 LAND USE DATA 3

3.1 Existing Land Use 3 3.2 Additional Land Use 2006 – 2008 3 3.3 Land Use Summary 3

4 MODEL CONVERGENCE 4 4.1 Assignment and Distribution Loop 4

5 MODEL VALIDATION 5 5.1 General 5

5.1.1 Measures of Validity 5 5.1.2 Screenline Validation Results 6 5.1.3 24Hr Factored Model Results 10

5.2 Intersection Turning Movement (ITM) Validation 15 5.2.1 General 15 5.2.2 ITM Supplied Data Adjustments 15 5.2.3 ITM Validation Results 15 5.2.4 Parking Validation Results 36

6 CONCLUSIONS 45

REFERENCES

APPENDICES 1. Zone Data File 2. Screenline Validation Outputs 3. Intersection Turning Movement Validation 4. CALM Data Files

LIST OF TABLES 1. 2008 Land Use Data 3 2. Model Convergence Results 4 3. Model Traffic Flow Validation Guidelines 6 4. AM Peak Network Validation 7 5. SH Peak Network Validation 8 6. Factored 24hr Network Validation 11 7. Factored 24hr Mean Average Difference Validation 12 8. Intersection Turning Movement Validation Results 16 9. 9AM Parking Type Occupancy Comparison 37 10. 12 Noon Parking Type Occupancy Comparison 41

LIST OF FIGURES 1. Wingecarribee 2006 – 2008 Network Changes 2 2. Scatterplots of All 2008 Counts for Morning Peak and School/Shopping Peak 9 3. Scatterplots of All 2008 Counts for 24 Hr 14 4. Argyle Rd / Suttor Rd ITM Validation 18 5. Illawarra Hwy / White St ITM Validation 19 6. Illawarra Hwy / Lackey Rd ITM Validation 20 7. Illawarra Hwy / Railway St ITM Validation 21 8. Illawarra Hwy / Waite St ITM Validation 22 9. Illawarra Hwy / Yarrawa St ITM Validation 23 10. Parkes Rd / Lackey Rd ITM Validation 24 11. Douglas Rd / Berrima Rd ITM Validation 25 12. Old Hume Hwy / Tyree Pl ITM Validation 26 13. Main St/ Bowral Rd ITM Validation 27 14. Bessemer St / Old Hume Hwy ITM Validation 28 15. Cavendish St / Old Hume Hwy ITM Validation 29 16. Old Bowral Rd / Bowral Rd (near Cavendish) ITM Validation 30 17. Bessemer St / Bowral Rd ITM Validation 31 18. Old Bowral Rd / Bowral Rd ITM Validation 32 19. Old South Rd / Range Rd ITM Validation 33 20. Pioneer St / Bowral Rd ITM Validation 34 21. Princess St / Bowral Rd ITM Validation 35

GABITES PORTER – Wingecarribee 2008 Transportation Model Validation Summary Report Page 1

1 INTRODUCTION

1.1 Report Content

This report is intended to show the validation of the Wingecarribee 2008 transportation model, that is, how well it validated in terms of how well it replicates actual traffic flows.

The Wingecarribee 2008 transportation model has the same form as the 2006 validated model, for details of the model building see the 2006 Model Technical Report. This previous report covers all aspects of the road network, zone system, land use, trip generation, trip attraction, trip distribution, the parking model used, trip assignment, model convergence and validation, which may not be covered in this report.

2 ROAD NETWORK

The 2006 validated road network was used as the basis for the 2008 road network with the following changes about Mittagong:

• Signals (2-phase) added at intersection of Old Hume Highway and Roscoe Street;

• Left-in access only from Old Hume Highway to Home Maker Centre adjacent to Roscoe Street;

• Left turn only into Brewster Street from Old Hume Highway and no access from Brewster Street to Old Hume Highway;

• Left-in Left-out access to BigW/Woolworths via Old Hume Highway; • Signals (2-phase) added at intersection of Old Hume Highway and Bessemer

Street; • Signals (2-phase) added at intersection of Bowral Road and Old Bowral Road; • Signals at intersection of Bowral Road and Bessemer Street changed to 4-phase; • Roundabout added at intersection of Old South Road and Range Road; • Seagull for northbound traffic added at intersection of Old Hume Highway and

Tyree Place. The locations of each of these network changes are shown in Figure 1.

GA

BITES PORTER – W

ingecarribee 2008 Transportation Mod

el Validation Sum

mary Report

Page 2

Gabites P

orter

Wingecarribee Transportation

Study

Wingecarribee 2006 – 2008 N

etwork C

hanges Figure 1

RAB added

2.5km

Seagull added

Signals added

Signals added

Signals phase added

Left-in only

Left-in left-out

MITTAGONG

N


3 LAND USE DATA

3.1 Existing Land Use

The 2006 land use information used in the previous model was used as the basis for the 2008 model. To this was added retail development at two locations in Mittagong, as outlined below.

3.2 Additional Land Use 2006 – 2008

A retail centre adjacent to Old Hume Highway and Roscoe Street (Big W/Woolworths/Home Maker Centre) as well as a large format retail centre at Tyree Place (Bunnings Warehouse) are the only additional land use developments from 2006 to 2008.

Table 1 summarises the land use variables used and the 2008 land use totals that apply to the study area. The land use values used for the model are included in Appendix One.

3.3 Land Use Summary

Table 1 summarises the 2008 land use totals that apply to the study area.

2008 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 4,083 Finance Jobs 2,391 Community Jobs 3,158 Manufacturing Jobs 1,741 Other Jobs 2,912 Total Jobs 14,281 Large Format Retail 625 Train Station 70


4 MODEL CONVERGENCE

4.1 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.

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 2

Model Convergence Results Table 2

PERIOD AM Peak Kilometres

AM Peak Minutes

Inter Peak Kilometres

Inter Peak Minutes

SH Peak Kilometres

SH Peak Minutes

Previous Run 215531 190574 181569 155492 329227 269517 Final Run 215529 190581 181530 155526 329205 269537

Difference 2 -7 39 -34 22 -20 % Difference 0.001% 0.004% 0.021% 0.022% 0.007% 0.007%

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.


omomGEH

+−

=2)(2

5 MODEL VALIDATION

5.1 General

5.1.1 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 3. 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


Model Traffic Flow Validation Guidelines Table 3

Screenline Totals Traffic Flow ± 10%

>0.85 generally Correlation Coefficient

>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

5.1.2 Screenline Validation Results

Based on the PEM model fitness guidelines in Table 3, this report is convinced that the modelled traffic flows closely replicate actual counts for all designated screenlines during the morning peak and school/shopping peak periods.

The validation statistics for each cordon are summarised in Table 4 and Table 5 for the morning peak and school/shopping peak respectively. Scatterplots of total counts for each period are shown in Figure 2 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 Two.

The 2006 model building report discusses why some areas may not validate as well as others, however the 2008 model has screenline validation that is similar to the 2006 validated model so is considered acceptable.


AM Peak Network Validation Table 4

Screenline 1 – Mittagong Count 27403 Volume 27576 Change 173 % 101 Correlation Coefficient 0.989 GEH Total 1.0 GEH Link Grouping <5 <7 <10 <12 % in GEH Group 81.1 94.6 100 100

Screenline 2 – Moss Vale Count 17272 Volume 17108 Change -164 % 99 Correlation Coefficient 0.995 GEH Total 1.3 GEH Link Grouping <5 <7 <10 <12 % in GEH Group 92.0 100 100 100

All Counts Count 44675 Volume 44684 Change 9 % 100 Correlation Coefficient 0.991 %RMS 10.95 GEH Total 0.0 GEH Link Grouping <5 <7 <10 <12 % in GEH Group 85.5 96.8 100 100

UK Criteria

For flows <700 vph = ± 100 vph 88% For flows 700-2700 vph = ± 15% 93% For flows >2700 vph = ± 400 vph N/A GEH <5 85.5%


SH Peak Network Validation Table 5

Screenline 1 – Mittagong Count 31045 Volume 31245 Change 200 % 101 Correlation Coefficient 0.990 GEH Total 1.1 GEH Link Grouping <5 <7 <10 <12 % in GEH Group 81.1 94.6 100 100

Screenline 2 – Moss Vale Count 20236 Volume 20541 Change 305 % 102 Correlation Coefficient 0.986 GEH Total 2.1 GEH Link Grouping <5 <7 <10 <12 % in GEH Group 64.0 84.0 100 100

All Counts Count 51281 Volume 51786 Change 505 % 101 Correlation Coefficient 0.988 %RMS 12.42 GEH Total 2.2 GEH Link Grouping <5 <7 <10 <12 % in GEH Group 74.2 90.3 100 100

UK Criteria

For flows <700 vph = ± 100 vph 87% For flows 700-2700 vph = ± 15% 87% For flows >2700 vph = ± 400 vph N/A GEH <5 74.2%


Wingecarribee Transportation Study

Gabites Porter

Scatterplots of All 2008 Counts for Morning Peak and School/Shopping Peak

Figure 2

SH Peak

R2 = 0.9753

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500

Count

Mod

el

AM Peak

R2 = 0.9808

0

200

400

600

800

1000

1200

1400

1600

0 500 1000 1500

Count

Mod

el


5.1.3 24Hr Factored Model Results

As indicated in the previous 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 purposes 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 as was used in the previous model. The factored 24hr network was compared to the 24hr count file and subjected to the same validation criteria the main period models used.

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

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 6 and Table 7 for the factored 24hr model. A scatterplot of total counts for the all day period is shown in Figure 3.

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 Two.

The 2008 24hr model validated almost exactly the same as in the 2006 model so is considered acceptable.


Factored 24hr Network Validation Table 6

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


Factored 24hr Mean Average Difference Validation Table 7

Below 3000 vpd COUNT VOLUME CHANGE Abs Diff % GEH CANYONLEIGH RD 105 107 2 2 101.9 0 MAIRINGER CR 163 140 -23 23 85.9 0.4 LAVIS RD 465 611 146 146 131.4 1.3 OXFORD ST 493 502 9 9 101.8 0 DOUGLAS RD 507 289 -218 218 57 2.2 ORIENT ST 569 403 -166 166 70.8 1.6 OXLEY DR 590 473 -117 117 80.2 1.1 GREENHILLS RD 605 582 -23 23 96.2 0.2 GOLDEN VALE RD 652 507 -145 145 77.8 1.2 CURROCKBILLY ST 655 612 -43 43 93.4 0.4 CANYONLEIGH RD 761 735 -26 26 96.6 0.2 WEBB ST 778 1241 463 463 159.5 2.9 MERANIE ST 785 894 109 109 113.9 0.9 RAILWAY ST 796 1186 390 390 149 2.5 ERITH ST 1008 698 -310 310 69.2 2.2 OLD HUME HWY 1115 872 -243 243 78.2 1.6 OXLEY DR 1128 728 -400 400 64.5 2.7 OXLEY DR 1219 771 -448 448 63.2 2.8 VALETTA ST 1378 1562 184 184 113.4 1 MEDWAY RD 1378 1058 -320 320 76.8 1.8 WILLOW DR 1407 544 -863 863 38.7 5.7 OLD SOUTH RD 1411 1742 331 331 123.5 1.7 SUTTOR RD 1451 1083 -368 368 74.6 2.1 BONG BONG RD 1547 1743 196 196 112.7 1 OXLEYS HILL RD 1593 1562 -31 31 98.1 0.1 CENTENNIAL RD 2052 1732 -320 320 84.4 1.5 LACKEY RD 2066 1422 -644 644 68.8 3.2 COLO ST 2100 1577 -523 523 75.1 2.5 PIONEER ST 2479 3190 711 711 128.7 2.7 BOARDMAN RD 2487 2347 -140 140 94.4 0.6 ASCOT RD 2585 2067 -518 518 80 2.1 LYELL ST 2633 2495 -138 138 94.8 0.6 OLD BOWRAL RD 2780 3090 310 310 111.2 1.2 LYELL ST 2848 2311 -537 537 81.1 2.1 TOTALS 44589 40876 -3713 9415 92.6 1.6 MAD 21%


Factored 24hr Mean Average Difference Validation Table 7

Above 3000 vpd COUNT VOLUME CHANGE Abs Diff % GEH

THROSBY ST 3022 2372 -650 650 78.5 2.6ERIDGE PARK RD 3101 3889 788 788 125.4 2.7EMILY CT 3192 1582 -1610 1610 49.6 6.8ELIZABETH ST 3563 4811 1248 1248 135 3.9WILSON DR 3747 3140 -607 607 83.8 2.2RANGE RD 4293 6275 1982 1982 146.2 5.6OLDSOUTH RD 4780 4803 23 23 100.5 0.1ERIDGE PARK RD 5080 6546 1466 1466 128.9 3.9WAITE ST 5693 5528 -165 165 97.1 0.5CHURCH AVE 5977 5374 -603 603 89.9 1.7BOWRAL ST 6952 6015 -937 937 86.5 2.4BONGBONG ST 10678 12479 1801 1801 116.9 3.4STATION ST 15801 16843 1042 1042 106.6 1.6

TOTALS 75879 79657 3778 12922 103.5 2.9 MAD 17%



Gabites Porter Scatterplots of All 2008 Counts for 24 Hr Figure 3

24 Hr

R2 = 0.948

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

0 2000 4000 6000 8000 10000 12000 14000 16000 18000


5.2 Intersection Turning Movement (ITM) Validation

5.2.1 General

Gabites Porter has been supplied with actual traffic flow data on 18 intersections in Mittagong and Moss Vale. The eighteen intersections are of a busy nature and are located along important routes within Wingecarribee, especially along the main road through Moss Vale and Mittagong.

• Argyle Rd / Suttor Rd (Ag/S) • Illawarra Hwy / White St (IH/Wh) • 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) • Tyree Pl / Old Hume Hwy (Ty/OHH) • Main St/Bowral Rd (Mn/Bw) • Bessemer St / Old Hume Hwy (Bs/OHH) • Cavendish St / Old Hume Hwy (Cv/OHH) • Old Bowral Rd/ Bowral Rd near Cavendish (Obw/BwC) • Bessemer St / Bowral Rd (Bs/Bw) • Old Bowral Rd / Bowral Rd (OBw/Bw) • Old South Rd / Range Rd (OS/Rn) • Pioneer St / Bowral Rd (Pi/Bw) • Princess St / Bowral Rd (Pr/Bw)

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.

5.2.2 ITM Supplied Data Adjustments

The adjustments that had been made to the supplied data for the 2006 model have also been used in this 2008 model. Refer to the 2006 Model Building Report for details on these data adjustments.

5.2.3 ITM Validation Results

Table 8 shows the synthesis of all turning movement data for morning and school/shopping peak periods of the day. Refer to Appendix Three for the output files for the intersection turning movement validation process.


Intersection Turning Movement Validation Results Table 8

Correlation Coefficient

AMP Statistics To

tal O

bser

ved

Mov

emen

ts

Tota

l Mod

elle

d M

ovem

ents

%ag

e of

O

bser

ved

Turn

ing

Mov

emen

t

Inbo

und

Links

Out

boun

d Lin

ks

2-W

ay L

inks

Turning M

ovement

%RM

S

Ag/S 2802 2742 -2.1% 1.000 1.000 0.999 1.000 6.703 IH/Wh 3392 3224 -5.0% 0.997 0.998 0.995 1.000 7.468 IH/L 3218 3120 -3.0% 1.000 0.999 0.999 0.999 3.335 IH/R 2522 2486 -1.4% 1.000 1.000 1.000 1.000 0.821

IH/Wa 2614 2632 0.7% 1.000 1.000 1.000 0.998 1.284 IH/Y 1884 1924 2.1% 1.000 1.000 0.995 0.998 2.142 L/P 368 378 2.7% 1.000 0.957 0.936 0.973 1.488

D/Br 554 606 9.4% 1.000 0.999 0.996 0.999 0.777 Ty/OHH 1856 1892 1.9% 1.000 1.000 1.000 1.000 0.419 Mn/Bw 3256 3522 8.2% 1.000 0.999 .996 1.000 3.038 Bs/OHH 1902 1488 -21.8% 1.000 0.995 0.989 0.991 3.104 Cv/OHH 1746 1468 -15.9% 1.000 0.996 0.997 0.978 2.482

OBw/BwC 3440 3410 -0.9% 1.000 0.999 0.987 0.995 2.353 Bs/Bw 3346 3416 2.1% 0.999 0.994 0.989 0.994 4.412

OBw/Bw 3662 3852 5.2% 1.000 1.000 0.990 0.994 2.304 OS/Rn 1038 1074 3.4% 1.000 0.980 0.977 0.978 1.262 Pi/Bw 2532 2726 7.7% 1.000 1.000 0.998 0.995 1.181

Inte

rsec

tion

Pr/Bw 2820 2634 -6.6% 1.000 1.000 0.989 0.980 2.225


Table 8 Continued

Correlation Coefficient

SHP Statistics

Tota

l Obs

erve

d M

ovem

ents

Tota

l Mod

elle

d M

ovem

ents

%ag

e of

O

bser

ved

Turn

ing

Mov

emen

t

Inbo

und

Links

Out

boun

d Lin

ks

2-W

ay L

inks

Turn

ing

Mov

emen

t %

RMS

Ag/S 2424 2236 -7.8% 0.998 0.999 0.999 0.997 11.504 IH/Wh 4076 4156 2.0% 0.995 1.000 0.997 0.995 8.719 IH/L 3818 3872 1.45 0.999 1.000 0.999 0.999 3.516 IH/R 3220 3310 2.8% 1.000 1.000 0.999 1.000 2.656

IH/Wa 3112 3530 13.4% 0.999 0.996 0.996 0.992 6.369 IH/Y 2164 2766 27.8% 0.998 0.999 0.995 0.998 8.816 L/P 350 208 -40.6% 1.000 0.985 0.999 0.954 0.984

D/Br 714 466 -34.7% 1.000 0.996 0.988 0.997 1.641 Ty/OHH 1570 1912 21.8% 1.000 0.999 0.999 0.998 2.189 Mn/Bw 4104 4066 -0.9% 1.000 0.999 1.000 0.996 2.245 Bs/OHH 2404 2376 -1.2% 1.000 1.000 0.997 0.998 1.259 Cv/OHH 2316 2238 -3.4% 0.999 0.989 0.994 0.966 4.505

OBw/BwC 3910 3712 -5.1% 1.000 1.000 1.000 0.999 0.912 Bs/Bw 3664 3480 -5.0% 1.000 0.992 0.986 0.996 3.365

OBw/Bw 4258 4188 -1.6% 1.000 1.000 1.000 0.999 0.788 OS/Rn 962 1008 4.8% 1.000 0.973 0.971 0.968 1.215 Pi/Bw 2658 2898 9.0% 1.000 1.000 0.999 0.999 0.737

Inte

rsec

tion

Pr/Bw 2638 2760 4.6% 1.000 0.998 0.998 0.999 1.162

For each of AMP and SHP, of the 138 turning movements assessed 24 movements were outside the ±10% or 30 vehicle criteria. Nearly half of these outlier turning movements are due to driver travel patterns at two locations in Mittagong; in the vicinity of Cavendish Street and Bessemer Street.

At Cavendish Street it is difficult to model the local travel patterns of drivers using the Old Bowral Road/Bowral Road signals for access onto the main road. By adjusting parameters to increase the number of vehicles doing this in the model results in an extremely high number of vehicles turning left into Cavendish Street from the east of Old Hume Highway which is already modelling very high.

On Bessemer Street, between Old Hume Highway and Bowral Road, the model is about 80 vehicles light in the southbound direction for both AMP and SHP. This is most likely due to having a McDonalds restaurant, RSL and motel on this part of Bessemer Street which promote irregular travel patterns associated with human activity (eating, recreation, functions) which the model cannot predict.

Turning movement validation plots for each intersection are shown in Figure 4 to Figure 21.



Gabites Porter

Argyle Rd / Suttor Rd ITM Validation Figure 4

60 63 1 1

4 1

654 620

62 76

620 610

AM

Argyle Rd

Suttor Rd 703210

3 0

549 510

52 36

537 540

SP

Surveyed

Modelled

Argyle Rd

Suttor Rd



Gabites Porter

Illawarra Hwy / White St ITM Validation Figure 5

166 88

85 58

585 590

198201

7348

589 627

AM

Illawarra Hwy

White St

Illawarra Hwy

222 217

110 63

736695

214253

7883

678767

SP

Surveyed

Modelled

White St



Gabites Porter

Illawarra Hwy / Lackey Rd ITM Validation Figure 6

Lackey Rd

Illawarra Hwy

50 89 503

496

160143659

616

178186

14 30

AMIllawarra Hwy

Surveyed

Modelled

Lackey Rd

90104 721

777

115 97 796

755

183 194

49

SP



Gabites Porter

Illawarra Hwy / Railway St ITM Validation Figure 7

Railway St

Illawarra Hwy

17 8

490494

10 4

3332

704 690

7 15

AM

367

680 728

233

5058

811853

106

SP

Illawarra Hwy

Surveyed

Modelled

Railway St



Gabites Porter

Illawarra Hwy / Waite St ITM Validation Figure 8

8767 439

542

235 184 521

703

161 151

113118

SP

Waite St

Illawarra Hwy

67 76 304

323

173159537

527

186170

40 61

AMIllawarra Hwy

Surveyed

Modelled

Waite St



Gabites Porter

Illawarra Hwy / Yarrawa St ITM Validation Figure 9

7 7 1 2

260300

1 3

4 2

108

3543466

447

8 23

135 118

12 6

3 2

AM

8833

411597

23

32

15 14

49 60 461

609

11 9

87 67

2610

61

SP

Yarrawa St Yarrawa St

Illawarra Hwy

Illawarra Hwy

Surveyed

Modelled



Gabites Porter

Parkes Rd / Lackey Rd ITM Validation Figure 10

5 4

49 24

32 10

52 73

2 2

44 76

AM

Lackey Rd

Parkes Rd

40

221

42 11

42 39

5 1

60 40

SP

Lackey Rd

Surveyed

Modelled

Parkes Rd



Gabites Porter

Douglas Rd / Berrima Rd ITM Validation Figure 11

1 1

10 2

88 111

3 5

3229

143 155

AM

Berrima Rd

Douglas Rd

Berrima Rd

30

331

155114

43

159

147106

SP

Surveyed

Modelled

Douglas Rd



Gabites Porter

Old Hume Hwy / Tyree Pl ITM Validation

Figure 12

21 25

13 15

0 0

4044

4135

813 827

AM

Old Hume Hwy

Tyree Pl

Surveyed

Modelled

6983

3349

00

4482

3050

609692

SP

Old Hume Hwy

Tyree Pl



Gabites Porter

Main St/ Bowral Rd

ITM Validation Figure 13

835

662682

2 0

348265

236 184

372495

AM

Main St

Bowral Rd

Surveyed

Modelled

2188

389 412

00

549 547

447355

646631

SP Main St

Bowral Rd



Gabites Porter

Bessemer St / Old Hume Hwy ITM Validation Figure 14

1230

11099

403439

10090

3123

14 21

3 1 421

404

33 25

14 0

2932

3224

SP

Old Hume Hwy

Bessemer St Bessemer St

Old Hume Hwy

Surveyed

Modelled

22 34 52 44

329259

64 81

37 28

631

40254

209

20 8

3 1

58 50

45 29

AM



Gabites Porter

Cavendish St / Old Hume Hwy ITM Validation Figure 15

13 0

66 32

234157

49 17

9 4

87101

1722319

327

64 57

7 15

2 0

6 4

AM Old Hume Hwy

Cavendish St

Surveyed

Modelled

80

6927

369255

6230

54

113 262

6 21 373

385

121 108

15 23

50

124

Old Hume Hwy

Cavendish St



Gabites Porter

Old Bowral Rd / Bowral Rd (near Cavendish)ITM Validation Figure 16

87 111 818

797

87103445

542

7832

205 120

AMBowral Rd

Old Bowral Rd

Surveyed

Modelled

113101 712

677

72 77 695

656

110 79

253266

SP Bowral Rd

Old Bowral Rd



Gabites Porter

Bessemer St / Bowral Rd ITM Validation Figure 17

91 38 73 51

664748

151 134

56 74

94

1727387

545

28 12

32 5

115 35

50 35

AM Bowral Rd

Bessemer St

Surveyed

Modelled

96559055

542652

8768

7152

10 18

32 14 617

687

12 7

37 8

16657

7267

SP Bowral Rd

Bessemer St



Gabites Porter

Old Bowral Rd / Bowral Rd ITM Validation Figure 18

190 206 1019

917

00528

653

00

94 150

AMBowral Rd

Old Bowral Rd

Surveyed

Modelled

279295 963

943

1 0 814

758

2 0

7098

SP Bowral Rd

Old Bowral Rd



Gabites Porter

Old South Rd / Range Rd ITM Validation Figure 19

125 109 5 0

85106

8 0

24 18

221

9085

88

6 59

1 0

146 125

23 11

AM

11088130

6270

90

3218

8 38

1 0 96

95

6 67

5 0

112107

2721

SP

Range Rd Range Rd

Old South Rd

Old South Rd

Surveyed

Modelled



Gabites Porter

Pioneer St / Bowral Rd ITM Validation Figure 20

Surveyed

Modelled

12 29 652

736

196555

531

2018

8 43

AMBowral Rd

Pioneer St

3340 587

644

32 27 633

660

28 38

1640

SP Bowral Rd

Pioneer St



Gabites Porter

Princess St / Bowral Rd ITM Validation Figure 21

19 47

628714

43 42

428

657 488

21 18

AM Bowral Rd

Princess St

Surveyed

Modelled

9566

548 632

7130

22 13

566625

1714

SP Bowral Rd

Princess St


5.2.4 Parking Validation Results

Section 6 of the previous report discussed 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 inter-peak (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 9 and Table 10 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. Explanations as to why a parking model achieves a certain level of accuracy is explained in detail in the 2006 model building report, however it should be noted that the accuracy achieved here with the 2008 model is slightly better than it was in the 2006 model.


9AM Parking Type Occupancy Comparison Table 9

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

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 9 9 4 36 11 0 0 47 20 6 0 0 26 5 8 0 0 84 92 5 0 0 76 81 6 0 6 0 79 85 0 5 0 81 86 7 0 3 8 0 11 0 3 25 0 28 8 32 0 1 0 33 39 0 5 0 44 9 32 0 0 0 32 32 0 0 0 32 10 0 0 36 21 57 0 0 35 35 70 11 0 18 0 7 25 0 17 0 7 24 12 18 0 1 0 19 15 0 4 0 19 13 33 0 173 0 206 19 0 163 0 182 14 35 0 0 0 35 35 0 0 0 35 15 0 0 76 0 76 0 0 121 0 121 16 7 0 0 5 12 9 0 0 23 32 17 7 4 0 41 52 5 6 0 16 27 18 0 0 0 0 0 0 0 12 0 12 19 0 0 28 0 28 0 0 16 0 16 20 0 0 0 55 55 0 2 0 48 50 21 5 4 33 0 42 2 5 45 0 52 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 29 184 0 213 25 0 27 0 28 55 0 15 0 12 27 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 33 0 40 29 9 2 59 0 70 8 9 36 0 53 30 0 0 8 0 8 0 0 8 0 8 31 6 13 0 0 19 3 13 0 0 16 32 0 0 46 0 46 0 0 24 0 24


Table 9

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

33 0 42 0 0 42 0 50 0 0 50 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 14 0 31 54 43 0 0 17 0 17 2 0 16 0 18 44 2 0 19 19 40 1 0 12 14 27 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 28 50 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 15 17 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 5 24 0 29 60 7 9 17 0 33 8 21 24 0 53 61 0 5 10 2 17 0 4 10 2 16 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 36 0 0 36


Table 9

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

66 17 0 4 8 29 13 0 11 15 39 67 7 4 0 0 11 6 4 0 6 16 68 33 0 73 0 106 23 0 124 0 147 69 0 0 63 6 69 1 0 55 10 66 70 0 0 0 89 89 0 0 0 67 67 71 3 13 0 15 31 3 3 0 14 20 72 1 18 0 50 69 2 23 0 52 77 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 18 16 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


Table 9

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

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 12 16 0 28 93 11 2 12 0 25 4 6 21 0 31 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 397 626 1323 689 3035


12 Noon Parking Type Occupancy Comparison Table 10

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

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 94 102 6 0 6 0 137 143 0 6 0 116 122 7 0 3 8 0 11 0 2 20 0 22 8 27 0 2 0 29 40 0 5 0 45 9 33 0 0 0 33 33 0 0 0 33 10 0 0 33 32 65 0 0 37 25 62 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 0 236 0 269 14 35 0 0 0 35 36 0 0 0 36 15 0 0 95 0 95 0 0 113 0 113 16 7 0 0 23 30 10 0 0 19 29 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 30 0 30 20 0 0 0 56 56 0 3 0 55 58 21 3 5 36 0 44 5 4 47 0 56 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 24 248 0 272 25 0 30 0 32 62 0 27 0 28 55 26 0 17 44 0 61 0 18 79 0 97 27 9 0 0 0 9 12 0 3 0 15 28 0 6 17 0 23 0 2 24 0 26 29 16 7 62 0 85 11 2 66 0 79 30 0 0 9 0 9 0 0 8 0 8 31 4 15 0 0 19 6 13 0 0 19 32 0 0 42 0 42 0 0 49 0 49


Table 10

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

33 0 39 0 0 39 0 45 0 0 45 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 16 27 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 23 44 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 11 36 47 46 15 0 0 0 15 14 0 0 0 14 47 8 0 0 0 8 6 0 0 0 6 48 3 0 0 11 14 4 0 0 18 22 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 14 0 31 53 0 0 0 0 0 0 0 0 0 0 54 0 5 18 0 23 0 5 23 0 28 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 5 30 0 0 35 59 0 3 31 0 34 0 3 21 0 24 60 6 12 19 0 37 8 16 21 0 45 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


Table 10

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

66 25 0 7 10 42 22 0 7 11 40 67 6 1 0 0 7 11 4 0 4 19 68 30 0 93 0 123 36 0 108 0 144 69 1 0 76 7 84 2 0 78 8 88 70 0 0 0 115 115 0 0 0 91 91 71 7 14 0 20 41 3 13 0 15 31 72 0 18 0 46 64 1 22 0 53 76 73 10 4 34 58 106 9 8 36 59 112 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 4 0 0 4 82 12 12 0 0 24 7 11 0 0 18 83 0 2 13 0 15 0 6 14 0 20 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 30 0 30


Table 10

Parking Type

Count Model

Zone

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

Total

On

Stre

et

Rest

ricte

d

On

Stre

et

Unre

stric

ted

Off

Stre

et

Rest

ricte

d

Off

Stre

et

Unre

stric

ted

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 5 0 0 0 5 96 0 11 33 0 44 0 13 31 0 44 97 0 6 0 0 6 0 2 0 0 2 98 4 9 12 0 25 7 12 11 0 30 99 1 7 0 0 8 1 8 2 0 11 100 0 3 59 0 62 0 11 44 0 55

Total 531 507 1576 904 3518 541 555 1613 797 3514


6 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 validation of the 2008 Wingecarribee Transportation Model and is regarded as being on par with the previously accepted 2006 Wingecarribee Transportation Model. While there are some areas of the validation that would preferably be better, in particular some intersection turning movements about Mittagong, it is believed that the model presented is the best attainable and gives a fair representation of traffic flows in Wingecarribee.


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 Performance Analysis of Priority Intersections - A Practitioner’s Guide, September 1991

Gabites Porter Wingecarribee Transportation Model, Model Building and Validation Report, November 2008

APPENDICES 1. Zone Data File 2. Screenline Validation Outputs 3. Intersection Turning Movement

Validation 4. CALM Data Files

GA

BITES PORTER – W

ingecarribee 2008 Transportation Model V

alidation Summ

ary Report A

pp1 Appendix 1

Zone Data File \ZONEDT V5.20 WINGECARRIBEE2008 LAND USE DAT A WI08OL.Z ND 420 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 Special 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 SP INBOUND EXT 1HR 22 SP OUTBOUND EXT 1HR

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

23 SP INBOUND THRU 1HR

24 SP OUTBOUND THRU1HR HH PRI SEC TER RET FIN COM MAN OTH TOT LFT SPE

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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

29 53 5 58 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 30 2 3 35 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

60 46 50 31 10 136 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

91 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 1.11 1.6 118 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

122 1.13 1.8 60 123 1.11 1.6 124 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

153 0.94 1.4 75 154 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

184 1.27 1.7 144 5 6 8 1 10 30 185 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 1.12 1.6 761 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

215 1.1 1.6 57 216 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

246 1.31 2.1 68 247 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

277 1.4 2.2 27 278 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

308 20 20 309 30 5 35 35 310 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 15 295 2 3 300 295 330 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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

339 1.11 1.6 15 55 10 42 140 246 340 1.11 1.6 62 341 1.1 1.6 18 649 342 34 6 40 343 344 345 75 3 78 346 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 87 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400

GA

BITES PORTER – W


alidation Summ

ary Report A

pp1

401 402 403 404 405 406 407 408 409 410 411 412 9 11 21 21 31 31 413 13 17 30 30 44 44 414 415 587 743 466 449 2142 2494 1454 1737 1321 1347 919 1096 416 417 136 73 117 37 342 291 259 198 178 210 164 125 418 29 34 26 24 72 74 67 66 41 60 39 43 419 104 122 92 80 260 266 234 231 148 216 145 142 420 974 1413 316 847 3194 3093 1738 1521 1773 1789 1098 959

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 APPENDIX 2

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 : 23-Dec-08 |RACKS TR | | TRACKS T| Time run : 14:29:11 |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 : WM08CD.000*WINGECARRIBEE MODEL Loaded Network : WM08NL.000 *WINGECARRIBEE AM - 2008 LUSE-2008 7908 Links in network

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 Cordon Number : 1

Description : MITTAGONG (NB/EB first) FORWARD BACK TOTAL NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH 2674 1337 81. 79 -2. 97.5 34. 40 6. 117.6 115. 119 4. 103.5 .4 Tyree Place West of Old Hume Hig 1357 2647 593. 531 -62. 89.5 854. 862 8. 100.9 1447. 1393 -54. 96.3 1.4 Old Hume Hwy Nth of Tyree Place 2711 1356 620. 560 -60. 90.3 834. 852 18. 102.2 1454. 1412 -42. 97.1 1.1 Old Hume Hwy Sth of Tyree Place 2100 3264 374. 495 121. 132.4 670. 718 48. 107.2 1044. 1213 169. 116.2 5.0 Bowral Rd Sth of Main St 7Nov08 3264 3261 608. 679 71. 111.7 1010. 1047 37. 103.7 1618. 1726 108. 106.7 2.6 Main St East of Bowral Rd 7Nov08 2099 3264 244. 219 -25. 89.8 350. 365 15. 104.3 594. 584 -10. 98.3 .4 Main St West of Bowral Rd 7Nov08 3212 1753 63. 62 -1. 98.4 106. 80 -26. 75.5 169. 142 -27. 84.0 2.2 Bessemer St Nth of Old Hume Hwy 1322 3212 121. 117 -4. 96.7 160. 74 -86. 46.3 281. 191 -90. 68.0 5.9 Bessemer St Sth of Old Hume Hwy 3212 3245 277. 218 -59. 78.7 396. 260 -136. 65.7 673. 478 -195. 71.0 8.1 Old Hume Hwy East of Bessemer St 1750 3212 328. 287 -41. 87.5 451. 390 -61. 86.5 779. 677 -102. 86.9 3.8 Old Hume Hwy West of Bessemer St 1715 2978 39. 24 -15. 61.5 15. 19 4. 126.7 54. 43 -11. 79.6 1.6 Cavendish St Nth of Old Hume Hwy 1172 1715 122. 78 -44. 63.9 159. 137 -22. 86.2 281. 215 -66. 76.5 4.2 Cavendish St Sth of Old Hume Hwy 1715 1323 390. 399 9. 102.3 338. 278 -60. 82.2 728. 677 -51. 93.0 1.9 Old Hume Hwy East of Cavendish S 1749 1715 398. 359 -39. 90.2 285. 174 -111. 61.1 683. 533 -150. 78.0 6.1 Old Hume Hwy West of Cavendish S 2695 3347 283. 152 -131. 53.7 174. 214 40. 123.0 457. 366 -91. 80.1 4.5 Old Bowral Rd Nth of Bowral Rd ( 3347 2691 523. 574 51. 109.8 905. 900 -5. 99.4 1428. 1474 46. 103.2 1.2 Bowral Rd East of Old Bowral Rd 2600 3347 532. 653 121. 122.7 1023. 917 -106. 89.6 1555. 1570 15. 101.0 .4 Bowral Rd West of Old Bowral Rd 3306 3279 164. 138 -26. 84.1 197. 76 -121. 38.6 361. 214 -147. 59.3 8.7 Bessemer St Nth of Bowral Rd 7No 3320 3306 235. 221 -14. 94.0 132. 89 -43. 67.4 367. 310 -57. 84.5 3.1 Bessemer St Sth of Bowral Rd 7No 3306 2196 447. 563 116. 126.0 690. 779 89. 112.9 1137. 1342 205. 118.0 5.8 Bowral Rd West of Bessemer St 7N 3315 3306 551. 633 82. 114.9 930. 918 -12. 98.7 1481. 1551 70. 104.7 1.8 Bowral Rd East of Bessemer St 7N 3031 1398 190. 206 16. 108.4 94. 150 56. 159.6 284. 356 72. 125.4 4.0 Old Bowral Rd Nth of Bowral Rd 7 3031 2600 528. 653 125. 123.7 1019. 917 -102. 90.0 1547. 1570 23. 101.5 .6 Bowral Rd East of Old Bowral Rd 3029 3031 718. 858 140. 119.5 1113. 1067 -46. 95.9 1831. 1925 94. 105.1 2.2 Bowral Rd West of Old Bowral Rd 3523 3468 158. 127 -31. 80.4 170. 136 -34. 80.0 328. 263 -65. 80.2 3.8 Range Rd Nth of Old South Rd 7No 3567 3523 38. 77 39. 202.6 30. 33 3. 110.0 68. 110 42. 161.8 4.5 Range Rd Sth of Old South Rd 7No 3523 2897 92. 148 56. 160.9 96. 128 32. 133.3 188. 276 88. 146.8 5.8 Old South Rd East of Range Rd 7N 3555 3523 215. 197 -18. 91.6 239. 231 -8. 96.7 454. 428 -26. 94.3 1.2 Old South Rd West of Range Rd 7N 3361 3290 176. 206 30. 117.0 199. 148 -51. 74.4 375. 354 -21. 94.4 1.1 Lyell St No.2 Nth of Old Bowral 3351 3323 236. 201 -35. 85.2 178. 145 -33. 81.5 414. 346 -68. 83.6 3.5 Cavendish St Nth of Old Bowral R 1204 3361 202. 206 4. 102.0 96. 150 54. 156.3 298. 356 58. 119.5 3.2 Old Bowral Rd Nth of Railway cro 3288 1496 31. 35 4. 112.9 28. 62 34. 221.4 59. 97 38. 164.4 4.3 Pioneer St Nth of Bowral Rd 6Nov 3288 2092 575. 549 -26. 95.5 671. 742 71. 110.6 1246. 1291 45. 103.6 1.3 Bowral Rd East of Pioneer St 6No 2196 3288 567. 560 -7. 98.8 660. 779 119. 118.0 1227. 1339 112. 109.1 3.1 Bowral Rd West of Pioneer St 6No 3302 3278 64. 60 -4. 93.8 61. 55 -6. 90.2 125. 115 -10. 92.0 .9 Princess St Sth of Bowral Rd 6No 3278 1498 457. 506 49. 110.7 670. 722 52. 107.8 1127. 1228 101. 109.0 2.9 Bowral Rd East of Princess St 6N 2092 3278 455. 535 80. 117.6 671. 757 86. 112.8 1126. 1292 166. 114.7 4.8 Bowral Rd West of Princess St 6N Number of links = 37 Number of forward links = 37 Number of back links = 37 TOTALS FORWARD BACK TOTALS COUNT 11695. 15708. 27403. VOLUME 12165. 15411. 27576. CHANGE 470. -297. 173.

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 % 104. 98. 101.

CORREL. COEFF. .968 .985 .989 %RMS 20.10 14.87 12.44 r^2 .937 .970 .979 GEH 4.3 2.4 1.0 GEH <5 <7 <10 <12 >12 # 30 35 37 37 0 % 81.1 94.6 100.0 100.0 .0 Cordon Number : 2 Description : MOSS VALE (NB/EB first) FORWARD BACK TOTAL NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH 1632 1633 61. 63 2. 103.3 66. 77 11. 116.7 127. 140 13. 110.2 1.1 Suttor Rd West of Moss Vales Rd 1633 7427 714. 682 -32. 95.5 682. 686 4. 100.6 1396. 1368 -28. 98.0 .8 Moss Vales Rd Nth of Suttor Rd 2 1767 1633 658. 621 -37. 94.4 621. 611 -10. 98.4 1279. 1232 -47. 96.3 1.3 Moss Vales Rd Sth of Suttor Rd 2 4829 4831 271. 249 -22. 91.9 251. 147 -104. 58.6 522. 396 -126. 75.9 5.9 Kirkham St East of Argyle St 22F 2400 4829 731. 791 60. 108.2 662. 715 53. 108.0 1393. 1506 113. 108.1 3.0 Argyle St Nth of Kirkham St 22Fe 4829 2399 783. 649 -134. 82.9 702. 675 -27. 96.2 1485. 1324 -161. 89.2 4.3 Argyle St Sth of Kirkham St 22Fe 4855 1264 210. 231 21. 110.0 192. 216 24. 112.5 402. 447 45. 111.2 2.2 Lackey Rd Nth of Argyle St 22Feb 4855 1285 837. 802 -35. 95.8 663. 639 -24. 96.4 1500. 1441 -59. 96.1 1.5 Argyle St East of Lackey Rd 22Fe 4859 4855 709. 705 -4. 99.4 517. 526 9. 101.7 1226. 1231 5. 100.4 .1 Argyle St West of Lackey Rd 22Fe 4870 4859 17. 19 2. 111.8 50. 40 -10. 80.0 67. 59 -8. 88.1 1.0 Railway St Sth of Argyle St 22Fe 4859 4855 711. 705 -6. 99.2 523. 526 3. 100.6 1234. 1231 -3. 99.8 .1 Argyle St East of Railway St 22F 1265 4859 721. 698 -23. 96.8 500. 498 -2. 99.6 1221. 1196 -25. 98.0 .7 Argyle St West of Railway St 22F 4864 1261 240. 235 -5. 97.9 226. 231 5. 102.2 466. 466 0. 100.0 .0 Waite St Nth of Argyle St 22Feb0 4864 1265 723. 697 -26. 96.4 477. 482 5. 101.0 1200. 1179 -21. 98.3 .6 Argyle St East of Waite St 22Feb 1124 4864 604. 603 -1. 99.8 344. 383 39. 111.3 948. 986 38. 104.0 1.2 Argyle St West of Waite St 22Feb 4916 1700 46. 52 6. 113.0 150. 126 -24. 84.0 196. 178 -18. 90.8 1.3 Yarrawa Rd Nth of Argly St 22Feb 4931 4916 13. 27 14. 207.7 14. 12 -2. 85.7 27. 39 12. 144.4 2.1 Yarrawa Rd Sth of Argly St 22Feb 4916 1286 609. 589 -20. 96.7 305. 351 46. 115.1 914. 940 26. 102.8 .9 Argyle St East of Yarrawa Rd 22F 1283 4916 474. 457 -17. 96.4 273. 308 35. 112.8 747. 765 18. 102.4 .7 Argyle St West of Yarrawa Rd 22F 1179 4675 54. 28 -26. 51.9 34. 12 -22. 35.3 88. 40 -48. 45.5 6.0 Parkes Rd West of Lackey Rd 22Fe 4675 4632 57. 77 20. 135.1 46. 78 32. 169.6 103. 155 52. 150.5 4.6 Lackey Rd Nth of Parkes Rd 22Feb 1205 4675 84. 82 -2. 97.6 93. 100 7. 107.5 177. 182 5. 102.8 .4 Lackey Rd Sth of Parkes Rd 22Feb 4380 1571 35. 35 0. 100.0 11. 3 -8. 27.3 46. 38 -8. 82.6 1.2 Douglas Rd West of Berrima Rd 22 4380 4379 98. 113 15. 115.3 175. 184 9. 105.1 273. 297 24. 108.8 1.4 Berrima Rd Nth of Douglas Rd 22F 4415 4380 91. 116 25. 127.5 144. 156 12. 108.3 235. 272 37. 115.7 2.3 Berrima Rd Sth of Douglas Rd 22F Number of links = 25 Number of forward links = 25 Number of back links = 25 TOTALS FORWARD BACK TOTALS COUNT 9551. 7721. 17272. VOLUME 9326. 7782. 17108. CHANGE -225. 61. -164. % 98. 101. 99.

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 CORREL.

COEFF. .995 .992 .995 %RMS 9.29 10.08 8.06 r^2 .990 .984 .990 GEH 2.3 .7 1.3 GEH <5 <7 <10 <12 >12 # 23 25 25 25 0 % 92.0 100.0 100.0 100.0 .0 Cordon Number : 3 Description : ALL (NB/EB first) 0 FORWARD BACK TOTAL NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH 1632 1633 61. 63 2. 103.3 66. 77 11. 116.7 127. 140 13. 110.2 1.1 Suttor Rd West of Moss Vales Rd 1633 7427 714. 682 -32. 95.5 682. 686 4. 100.6 1396. 1368 -28. 98.0 .8 Moss Vales Rd Nth of Suttor Rd 2 1767 1633 658. 621 -37. 94.4 621. 611 -10. 98.4 1279. 1232 -47. 96.3 1.3 Moss Vales Rd Sth of Suttor Rd 2 4829 4831 271. 249 -22. 91.9 251. 147 -104. 58.6 522. 396 -126. 75.9 5.9 Kirkham St East of Argyle St 22F 2400 4829 731. 791 60. 108.2 662. 715 53. 108.0 1393. 1506 113. 108.1 3.0 Argyle St Nth of Kirkham St 22Fe 4829 2399 783. 649 -134. 82.9 702. 675 -27. 96.2 1485. 1324 -161. 89.2 4.3 Argyle St Sth of Kirkham St 22Fe 4855 1264 210. 231 21. 110.0 192. 216 24. 112.5 402. 447 45. 111.2 2.2 Lackey Rd Nth of Argyle St 22Feb 4855 1285 837. 802 -35. 95.8 663. 639 -24. 96.4 1500. 1441 -59. 96.1 1.5 Argyle St East of Lackey Rd 22Fe 4859 4855 709. 705 -4. 99.4 517. 526 9. 101.7 1226. 1231 5. 100.4 .1 Argyle St West of Lackey Rd 22Fe 4870 4859 17. 19 2. 111.8 50. 40 -10. 80.0 67. 59 -8. 88.1 1.0 Railway St Sth of Argyle St 22Fe 4859 4855 711. 705 -6. 99.2 523. 526 3. 100.6 1234. 1231 -3. 99.8 .1 Argyle St East of Railway St 22F 1265 4859 721. 698 -23. 96.8 500. 498 -2. 99.6 1221. 1196 -25. 98.0 .7 Argyle St West of Railway St 22F 4864 1261 240. 235 -5. 97.9 226. 231 5. 102.2 466. 466 0. 100.0 .0 Waite St Nth of Argyle St 22Feb0 4864 1265 723. 697 -26. 96.4 477. 482 5. 101.0 1200. 1179 -21. 98.3 .6 Argyle St East of Waite St 22Feb 1124 4864 604. 603 -1. 99.8 344. 383 39. 111.3 948. 986 38. 104.0 1.2 Argyle St West of Waite St 22Feb 4916 1700 46. 52 6. 113.0 150. 126 -24. 84.0 196. 178 -18. 90.8 1.3 Yarrawa Rd Nth of Argly St 22Feb 4931 4916 13. 27 14. 207.7 14. 12 -2. 85.7 27. 39 12. 144.4 2.1 Yarrawa Rd Sth of Argly St 22Feb 4916 1286 609. 589 -20. 96.7 305. 351 46. 115.1 914. 940 26. 102.8 .9 Argyle St East of Yarrawa Rd 22F 1283 4916 474. 457 -17. 96.4 273. 308 35. 112.8 747. 765 18. 102.4 .7 Argyle St West of Yarrawa Rd 22F 1179 4675 54. 28 -26. 51.9 34. 12 -22. 35.3 88. 40 -48. 45.5 6.0 Parkes Rd West of Lackey Rd 22Fe 4675 4632 57. 77 20. 135.1 46. 78 32. 169.6 103. 155 52. 150.5 4.6 Lackey Rd Nth of Parkes Rd 22Feb 1205 4675 84. 82 -2. 97.6 93. 100 7. 107.5 177. 182 5. 102.8 .4 Lackey Rd Sth of Parkes Rd 22Feb 4380 1571 35. 35 0. 100.0 11. 3 -8. 27.3 46. 38 -8. 82.6 1.2 Douglas Rd West of Berrima Rd 22 4380 4379 98. 113 15. 115.3 175. 184 9. 105.1 273. 297 24. 108.8 1.4 Berrima Rd Nth of Douglas Rd 22F 4415 4380 91. 116 25. 127.5 144. 156 12. 108.3 235. 272 37. 115.7 2.3 Berrima Rd Sth of Douglas Rd 22F 2674 1337 81. 79 -2. 97.5 34. 40 6. 117.6 115. 119 4. 103.5 .4 Tyree Place West of Old Hume Hig 1357 2647 593. 531 -62. 89.5 854. 862 8. 100.9 1447. 1393 -54. 96.3 1.4 Old Hume Hwy Nth of Tyree Place 2711 1356 620. 560 -60. 90.3 834. 852 18. 102.2 1454. 1412 -42. 97.1 1.1 Old Hume Hwy Sth of Tyree Place 2100 3264 374. 495 121. 132.4 670. 718 48. 107.2 1044. 1213 169. 116.2 5.0 Bowral Rd Sth of Main St 7Nov08 3264 3261 608. 679 71. 111.7 1010. 1047 37. 103.7 1618. 1726 108. 106.7 2.6 Main St East of Bowral Rd 7Nov08 2099 3264 244. 219 -25. 89.8 350. 365 15. 104.3 594. 584 -10. 98.3 .4 Main St West of Bowral Rd 7Nov08 3212 1753 63. 62 -1. 98.4 106. 80 -26. 75.5 169. 142 -27. 84.0 2.2 Bessemer St Nth of Old Hume Hwy 1322 3212 121. 117 -4. 96.7 160. 74 -86. 46.3 281. 191 -90. 68.0 5.9 Bessemer St Sth of Old Hume Hwy 3212 3245 277. 218 -59. 78.7 396. 260 -136. 65.7 673. 478 -195. 71.0 8.1 Old Hume Hwy East of Bessemer St 1750 3212 328. 287 -41. 87.5 451. 390 -61. 86.5 779. 677 -102. 86.9 3.8 Old Hume Hwy West of Bessemer St

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 1715 2978 39. 24 -15. 61.5 15. 19 4. 126.7 54. 43 -11. 79.6 1.6 Cavendish St Nth of Old Hume Hwy

1172 1715 122. 78 -44. 63.9 159. 137 -22. 86.2 281. 215 -66. 76.5 4.2 Cavendish St Sth of Old Hume Hwy 1715 1323 390. 399 9. 102.3 338. 278 -60. 82.2 728. 677 -51. 93.0 1.9 Old Hume Hwy East of Cavendish S 1749 1715 398. 359 -39. 90.2 285. 174 -111. 61.1 683. 533 -150. 78.0 6.1 Old Hume Hwy West of Cavendish S 2695 3347 283. 152 -131. 53.7 174. 214 40. 123.0 457. 366 -91. 80.1 4.5 Old Bowral Rd Nth of Bowral Rd ( 3347 2691 523. 574 51. 109.8 905. 900 -5. 99.4 1428. 1474 46. 103.2 1.2 Bowral Rd East of Old Bowral Rd 2600 3347 532. 653 121. 122.7 1023. 917 -106. 89.6 1555. 1570 15. 101.0 .4 Bowral Rd West of Old Bowral Rd 3306 3279 164. 138 -26. 84.1 197. 76 -121. 38.6 361. 214 -147. 59.3 8.7 Bessemer St Nth of Bowral Rd 7No 3320 3306 235. 221 -14. 94.0 132. 89 -43. 67.4 367. 310 -57. 84.5 3.1 Bessemer St Sth of Bowral Rd 7No 3306 2196 447. 563 116. 126.0 690. 779 89. 112.9 1137. 1342 205. 118.0 5.8 Bowral Rd West of Bessemer St 7N 3315 3306 551. 633 82. 114.9 930. 918 -12. 98.7 1481. 1551 70. 104.7 1.8 Bowral Rd East of Bessemer St 7N 3031 1398 190. 206 16. 108.4 94. 150 56. 159.6 284. 356 72. 125.4 4.0 Old Bowral Rd Nth of Bowral Rd 7 3031 2600 528. 653 125. 123.7 1019. 917 -102. 90.0 1547. 1570 23. 101.5 .6 Bowral Rd East of Old Bowral Rd 3029 3031 718. 858 140. 119.5 1113. 1067 -46. 95.9 1831. 1925 94. 105.1 2.2 Bowral Rd West of Old Bowral Rd 3523 3468 158. 127 -31. 80.4 170. 136 -34. 80.0 328. 263 -65. 80.2 3.8 Range Rd Nth of Old South Rd 7No 3567 3523 38. 77 39. 202.6 30. 33 3. 110.0 68. 110 42. 161.8 4.5 Range Rd Sth of Old South Rd 7No 3523 2897 92. 148 56. 160.9 96. 128 32. 133.3 188. 276 88. 146.8 5.8 Old South Rd East of Range Rd 7N 3555 3523 215. 197 -18. 91.6 239. 231 -8. 96.7 454. 428 -26. 94.3 1.2 Old South Rd West of Range Rd 7N 3361 3290 176. 206 30. 117.0 199. 148 -51. 74.4 375. 354 -21. 94.4 1.1 Lyell St No.2 Nth of Old Bowral 3351 3323 236. 201 -35. 85.2 178. 145 -33. 81.5 414. 346 -68. 83.6 3.5 Cavendish St Nth of Old Bowral R 1204 3361 202. 206 4. 102.0 96. 150 54. 156.3 298. 356 58. 119.5 3.2 Old Bowral Rd Nth of Railway cro 3288 1496 31. 35 4. 112.9 28. 62 34. 221.4 59. 97 38. 164.4 4.3 Pioneer St Nth of Bowral Rd 6Nov 3288 2092 575. 549 -26. 95.5 671. 742 71. 110.6 1246. 1291 45. 103.6 1.3 Bowral Rd East of Pioneer St 6No 2196 3288 567. 560 -7. 98.8 660. 779 119. 118.0 1227. 1339 112. 109.1 3.1 Bowral Rd West of Pioneer St 6No 3302 3278 64. 60 -4. 93.8 61. 55 -6. 90.2 125. 115 -10. 92.0 .9 Princess St Sth of Bowral Rd 6No 3278 1498 457. 506 49. 110.7 670. 722 52. 107.8 1127. 1228 101. 109.0 2.9 Bowral Rd East of Princess St 6N 2092 3278 455. 535 80. 117.6 671. 757 86. 112.8 1126. 1292 166. 114.7 4.8 Bowral Rd West of Princess St 6N Number of links = 62 Number of forward links = 62 Number of back links = 62 TOTALS FORWARD BACK TOTALS COUNT 21246. 23429. 44675. VOLUME 21491. 23193. 44684. CHANGE 245. -236. 9. % 101. 99. 100. CORREL. COEFF. .979 .987 .991 %RMS 15.65 13.84 10.95 r^2 .958 .974 .981 GEH 1.7 1.5 .0 GEH <5 <7 <10 <12 >12 # 53 60 62 62 0 % 85.5 96.8 100.0 100.0 .0 CORDON terminated successfully

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 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 : 23-Dec-08 |RACKS TR | | TRACKS T| Time run : 15:52:19 |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 : WS08CD.000*WINGECARRIBEE MODEL Loaded Network : WS08NL.000 *WINGECARRIBEE SHOPPINGPEAK -2008 LUSE- 7908 Links in network

GA

BITES PORTER – W


alidation Summ

ary Report A


Description : MITTAGONG (NB/EB first) FORWARD BACK TOTAL NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH 2674 1337 74. 132 58. 178.4 102. 132 30. 129.4 176. 264 88. 150.0 5.9 Tyree Place West of Old Hume Hig 1357 2647 716. 721 5. 100.7 639. 741 102. 116.0 1355. 1462 107. 107.9 2.9 Old Hume Hwy Nth of Tyree Place 2711 1356 727. 755 28. 103.9 678. 775 97. 114.3 1405. 1530 125. 108.9 3.3 Old Hume Hwy Sth of Tyree Place 2100 3264 646. 631 -15. 97.7 570. 635 65. 111.4 1216. 1266 50. 104.1 1.4 Bowral Rd Sth of Main St 7Nov08 3264 3261 1093. 986 -107. 90.2 938. 959 21. 102.2 2031. 1945 -86. 95.8 1.9 Main St East of Bowral Rd 7Nov08 2099 3264 468. 443 -25. 94.7 389. 412 23. 105.9 857. 855 -2. 99.8 .1 Main St West of Bowral Rd 7Nov08 3212 1753 46. 54 8. 117.4 112. 56 -56. 50.0 158. 110 -48. 69.6 4.1 Bessemer St Nth of Old Hume Hwy 1322 3212 164. 138 -26. 84.1 224. 144 -80. 64.3 388. 282 -106. 72.7 5.8 Bessemer St Sth of Old Hume Hwy 3212 3245 498. 429 -69. 86.1 486. 461 -25. 94.9 984. 890 -94. 90.4 3.1 Old Hume Hwy East of Bessemer St 1750 3212 573. 533 -40. 93.0 567. 561 -6. 98.9 1140. 1094 -46. 96.0 1.4 Old Hume Hwy West of Bessemer St 1715 2978 19. 25 6. 131.6 32. 27 -5. 84.4 51. 52 1. 102.0 .1 Cavendish St Nth of Old Hume Hwy 1172 1715 188. 142 -46. 75.5 194. 293 99. 151.0 382. 435 53. 113.9 2.6 Cavendish St Sth of Old Hume Hwy 1715 1323 509. 516 7. 101.4 488. 538 50. 110.2 997. 1054 57. 105.7 1.8 Old Hume Hwy East of Cavendish S 1749 1715 450. 412 -38. 91.6 436. 285 -151. 65.4 886. 697 -189. 78.7 6.7 Old Hume Hwy West of Cavendish S 2695 3347 363. 345 -18. 95.0 185. 179 -6. 96.8 548. 524 -24. 95.6 1.0 Old Bowral Rd Nth of Bowral Rd ( 3347 2691 805. 735 -70. 91.3 784. 755 -29. 96.3 1589. 1490 -99. 93.8 2.5 Bowral Rd East of Old Bowral Rd 2600 3347 808. 758 -50. 93.8 965. 943 -22. 97.7 1773. 1701 -72. 95.9 1.7 Bowral Rd West of Old Bowral Rd 3306 3279 119. 121 2. 101.7 275. 132 -143. 48.0 394. 253 -141. 64.2 7.8 Bessemer St Nth of Bowral Rd 7No 3320 3306 170. 127 -43. 74.7 172. 141 -31. 82.0 342. 268 -74. 78.4 4.2 Bessemer St Sth of Bowral Rd 7No 3306 2196 666. 701 35. 105.3 584. 685 101. 117.3 1250. 1386 136. 110.9 3.7 Bowral Rd West of Bessemer St 7N 3315 3306 803. 797 -6. 99.3 795. 778 -17. 97.9 1598. 1575 -23. 98.6 .6 Bowral Rd East of Bessemer St 7N 3031 1398 280. 295 15. 105.4 72. 98 26. 136.1 352. 393 41. 111.6 2.1 Old Bowral Rd Nth of Bowral Rd 7 3031 2600 816. 758 -58. 92.9 964. 943 -21. 97.8 1780. 1701 -79. 95.6 1.9 Bowral Rd East of Old Bowral Rd 3029 3031 1093. 1053 -40. 96.3 1033. 1041 8. 100.8 2126. 2094 -32. 98.5 .7 Bowral Rd West of Old Bowral Rd 3523 3468 143. 106 -37. 74.1 144. 128 -16. 88.9 287. 234 -53. 81.5 3.3 Range Rd Nth of Old South Rd 7No 3567 3523 47. 86 39. 183.0 48. 59 11. 122.9 95. 145 50. 152.6 4.6 Range Rd Sth of Old South Rd 7No 3523 2897 107. 163 56. 152.3 71. 108 37. 152.1 178. 271 93. 152.2 6.2 Old South Rd East of Range Rd 7N 3555 3523 219. 183 -36. 83.6 183. 176 -7. 96.2 402. 359 -43. 89.3 2.2 Old South Rd West of Range Rd 7N 3290 3223 196. 263 67. 134.2 108. 78 -30. 72.2 304. 341 37. 112.2 2.1 Lyell St No.2 Nth of Old Bowral 3351 3323 159. 184 25. 115.7 198. 336 138. 169.7 357. 520 163. 145.7 7.8 Cavendish St Nth of Old Bowral R 1204 3361 260. 295 35. 113.5 88. 98 10. 111.4 348. 393 45. 112.9 2.3 Old Bowral Rd Nth of Railway cro 3288 1496 65. 68 3. 104.6 44. 78 34. 177.3 109. 146 37. 133.9 3.3 Pioneer St Nth of Bowral Rd 6Nov 3288 2092 661. 698 37. 105.6 619. 672 53. 108.6 1280. 1370 90. 107.0 2.5 Bowral Rd East of Pioneer St 6No 2196 3288 666. 701 35. 105.3 603. 684 81. 113.4 1269. 1385 116. 109.1 3.2 Bowral Rd West of Pioneer St 6No 3302 3278 88. 44 -44. 50.0 117. 79 -38. 67.5 205. 123 -82. 60.0 6.4 Princess St Sth of Bowral Rd 6No 3278 1498 583. 639 56. 109.6 570. 645 75. 113.2 1153. 1284 131. 111.4 3.8 Bowral Rd East of Princess St 6N 2092 3278 661. 691 30. 104.5 619. 662 43. 106.9 1280. 1353 73. 105.7 2.0 Bowral Rd West of Princess St 6N Number of links = 37 Number of forward links = 37 Number of back links = 37 TOTALS FORWARD BACK TOTALS COUNT 15949. 15096. 31045. VOLUME 15728. 15517. 31245. CHANGE -221. 421. 200.

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 % 99. 103. 101.

CORREL. COEFF. .991 .981 .990 %RMS 9.89 15.66 10.47 r^2 .982 .962 .980 GEH 1.8 3.4 1.1 GEH <5 <7 <10 <12 >12 # 30 35 37 37 0 % 81.1 94.6 100.0 100.0 .0 Cordon Number : 2 Description : MOSS VALE (NB/EB first) FORWARD BACK TOTAL NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH 1632 1633 71. 32 -39. 45.1 55. 36 -19. 65.5 126. 68 -58. 54.0 5.9 Suttor Rd West of Moss Vales Rd 1633 7427 619. 542 -77. 87.6 589. 576 -13. 97.8 1208. 1118 -90. 92.5 2.6 Moss Vales Rd Nth of Suttor Rd 2 1767 1633 552. 510 -42. 92.4 538. 541 3. 100.6 1090. 1051 -39. 96.4 1.2 Moss Vales Rd Sth of Suttor Rd 2 4829 4831 292. 336 44. 115.1 332. 280 -52. 84.3 624. 616 -8. 98.7 .3 Kirkham St East of Argyle St 22F 2400 4829 950. 948 -2. 99.8 956. 984 28. 102.9 1906. 1932 26. 101.4 .6 Argyle St Nth of Kirkham St 22Fe 4829 2399 846. 758 -88. 89.6 900. 850 -50. 94.4 1746. 1608 -138. 92.1 3.4 Argyle St Sth of Kirkham St 22Fe 4855 1264 205. 200 -5. 97.6 187. 203 16. 108.6 392. 403 11. 102.8 .6 Lackey Rd Nth of Argyle St 22Feb 4855 1285 979. 949 -30. 96.9 836. 874 38. 104.5 1815. 1823 8. 100.4 .2 Argyle St East of Lackey Rd 22Fe 4859 4855 886. 859 -27. 97.0 725. 786 61. 108.4 1611. 1645 34. 102.1 .8 Argyle St West of Lackey Rd 22Fe 4870 4859 33. 9 -24. 27.3 86. 65 -21. 75.6 119. 74 -45. 62.2 4.6 Railway St Sth of Argyle St 22Fe 4859 4855 821. 859 38. 104.6 730. 786 56. 107.7 1551. 1645 94. 106.1 2.4 Argyle St East of Railway St 22F 1265 4859 847. 860 13. 101.5 703. 731 28. 104.0 1550. 1591 41. 102.6 1.0 Argyle St West of Railway St 22F 4864 1261 322. 252 -70. 78.3 274. 268 -6. 97.8 596. 520 -76. 87.2 3.2 Waite St Nth of Argyle St 22Feb0 4864 1265 837. 853 16. 101.9 674. 726 52. 107.7 1511. 1579 68. 104.5 1.7 Argyle St East of Waite St 22Feb 1124 4864 608. 770 162. 126.6 552. 659 107. 119.4 1160. 1429 269. 123.2 7.5 Argyle St West of Waite St 22Feb 4916 1700 60. 69 9. 115.0 119. 78 -41. 65.5 179. 147 -32. 82.1 2.5 Yarrawa Rd Nth of Argly St 22Feb 4931 4916 16. 13 -3. 81.3 24. 18 -6. 75.0 40. 31 -9. 77.5 1.5 Yarrawa Rd Sth of Argly St 22Feb 4916 1286 559. 685 126. 122.5 475. 671 196. 141.3 1034. 1356 322. 131.1 9.3 Argyle St East of Yarrawa Rd 22F 1283 4916 472. 619 147. 131.1 439. 609 170. 138.7 911. 1228 317. 134.8 9.7 Argyle St West of Yarrawa Rd 22F 1179 4675 26. 14 -12. 53.8 47. 12 -35. 25.5 73. 26 -47. 35.6 6.7 Parkes Rd West of Lackey Rd 22Fe 4675 4632 46. 40 -6. 87.0 68. 41 -27. 60.3 114. 81 -33. 71.1 3.3 Lackey Rd Nth of Parkes Rd 22Feb 1205 4675 84. 50 -34. 59.5 82. 53 -29. 64.6 166. 103 -63. 62.0 5.4 Lackey Rd Sth of Parkes Rd 22Feb 4380 1571 19. 12 -7. 63.2 36. 2 -34. 5.6 55. 14 -41. 25.5 7.0 Douglas Rd West of Berrima Rd 22 4380 4379 188. 115 -73. 61.2 162. 115 -47. 71.0 350. 230 -120. 65.7 7.0 Berrima Rd Nth of Douglas Rd 22F 4415 4380 159. 117 -42. 73.6 150. 106 -44. 70.7 309. 223 -86. 72.2 5.3 Berrima Rd Sth of Douglas Rd 22F Number of links = 25 Number of forward links = 25 Number of back links = 25 TOTALS FORWARD BACK TOTALS COUNT 10497. 9739. 20236. VOLUME 10471. 10070. 20541. CHANGE -26. 331. 305. % 100. 103. 102.

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 CORREL.

COEFF. .984 .985 .986 %RMS 15.39 17.19 15.24 r^2 .969 .969 .972 GEH .3 3.3 2.1 GEH <5 <7 <10 <12 >12 # 16 21 25 25 0 % 64.0 84.0 100.0 100.0 .0 Cordon Number : 3 Description : ALL (NB/EB first) FORWARD BACK TOTAL NODE1 NODE2 COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % COUNT VOLUME CHANGE % GEH 1632 1633 71. 32 -39. 45.1 55. 36 -19. 65.5 126. 68 -58. 54.0 5.9 Suttor Rd West of Moss Vales Rd 1633 7427 619. 542 -77. 87.6 589. 576 -13. 97.8 1208. 1118 -90. 92.5 2.6 Moss Vales Rd Nth of Suttor Rd 2 1767 1633 552. 510 -42. 92.4 538. 541 3. 100.6 1090. 1051 -39. 96.4 1.2 Moss Vales Rd Sth of Suttor Rd 2 4829 4831 292. 336 44. 115.1 332. 280 -52. 84.3 624. 616 -8. 98.7 .3 Kirkham St East of Argyle St 22F 2400 4829 950. 948 -2. 99.8 956. 984 28. 102.9 1906. 1932 26. 101.4 .6 Argyle St Nth of Kirkham St 22Fe 4829 2399 846. 758 -88. 89.6 900. 850 -50. 94.4 1746. 1608 -138. 92.1 3.4 Argyle St Sth of Kirkham St 22Fe 4855 1264 205. 200 -5. 97.6 187. 203 16. 108.6 392. 403 11. 102.8 .6 Lackey Rd Nth of Argyle St 22Feb 4855 1285 979. 949 -30. 96.9 836. 874 38. 104.5 1815. 1823 8. 100.4 .2 Argyle St East of Lackey Rd 22Fe 4859 4855 886. 859 -27. 97.0 725. 786 61. 108.4 1611. 1645 34. 102.1 .8 Argyle St West of Lackey Rd 22Fe 4870 4859 33. 9 -24. 27.3 86. 65 -21. 75.6 119. 74 -45. 62.2 4.6 Railway St Sth of Argyle St 22Fe 4859 4855 821. 859 38. 104.6 730. 786 56. 107.7 1551. 1645 94. 106.1 2.4 Argyle St East of Railway St 22F 1265 4859 847. 860 13. 101.5 703. 731 28. 104.0 1550. 1591 41. 102.6 1.0 Argyle St West of Railway St 22F 4864 1261 322. 252 -70. 78.3 274. 268 -6. 97.8 596. 520 -76. 87.2 3.2 Waite St Nth of Argyle St 22Feb0 4864 1265 837. 853 16. 101.9 674. 726 52. 107.7 1511. 1579 68. 104.5 1.7 Argyle St East of Waite St 22Feb 1124 4864 608. 770 162. 126.6 552. 659 107. 119.4 1160. 1429 269. 123.2 7.5 Argyle St West of Waite St 22Feb 4916 1700 60. 69 9. 115.0 119. 78 -41. 65.5 179. 147 -32. 82.1 2.5 Yarrawa Rd Nth of Argly St 22Feb 4931 4916 16. 13 -3. 81.3 24. 18 -6. 75.0 40. 31 -9. 77.5 1.5 Yarrawa Rd Sth of Argly St 22Feb 4916 1286 559. 685 126. 122.5 475. 671 196. 141.3 1034. 1356 322. 131.1 9.3 Argyle St East of Yarrawa Rd 22F 1283 4916 472. 619 147. 131.1 439. 609 170. 138.7 911. 1228 317. 134.8 9.7 Argyle St West of Yarrawa Rd 22F 1179 4675 26. 14 -12. 53.8 47. 12 -35. 25.5 73. 26 -47. 35.6 6.7 Parkes Rd West of Lackey Rd 22Fe 4675 4632 46. 40 -6. 87.0 68. 41 -27. 60.3 114. 81 -33. 71.1 3.3 Lackey Rd Nth of Parkes Rd 22Feb 1205 4675 84. 50 -34. 59.5 82. 53 -29. 64.6 166. 103 -63. 62.0 5.4 Lackey Rd Sth of Parkes Rd 22Feb 4380 1571 19. 12 -7. 63.2 36. 2 -34. 5.6 55. 14 -41. 25.5 7.0 Douglas Rd West of Berrima Rd 22 4380 4379 188. 115 -73. 61.2 162. 115 -47. 71.0 350. 230 -120. 65.7 7.0 Berrima Rd Nth of Douglas Rd 22F 4415 4380 159. 117 -42. 73.6 150. 106 -44. 70.7 309. 223 -86. 72.2 5.3 Berrima Rd Sth of Douglas Rd 22F 2674 1337 74. 132 58. 178.4 102. 132 30. 129.4 176. 264 88. 150.0 5.9 Tyree Place West of Old Hume Hig 1357 2647 716. 721 5. 100.7 639. 741 102. 116.0 1355. 1462 107. 107.9 2.9 Old Hume Hwy Nth of Tyree Place 2711 1356 727. 755 28. 103.9 678. 775 97. 114.3 1405. 1530 125. 108.9 3.3 Old Hume Hwy Sth of Tyree Place 2100 3264 646. 631 -15. 97.7 570. 635 65. 111.4 1216. 1266 50. 104.1 1.4 Bowral Rd Sth of Main St 7Nov08 3264 3261 1093. 986 -107. 90.2 938. 959 21. 102.2 2031. 1945 -86. 95.8 1.9 Main St East of Bowral Rd 7Nov08 2099 3264 468. 443 -25. 94.7 389. 412 23. 105.9 857. 855 -2. 99.8 .1 Main St West of Bowral Rd 7Nov08 3212 1753 46. 54 8. 117.4 112. 56 -56. 50.0 158. 110 -48. 69.6 4.1 Bessemer St Nth of Old Hume Hwy 1322 3212 164. 138 -26. 84.1 224. 144 -80. 64.3 388. 282 -106. 72.7 5.8 Bessemer St Sth of Old Hume Hwy 3212 3245 498. 429 -69. 86.1 486. 461 -25. 94.9 984. 890 -94. 90.4 3.1 Old Hume Hwy East of Bessemer St 1750 3212 573. 533 -40. 93.0 567. 561 -6. 98.9 1140. 1094 -46. 96.0 1.4 Old Hume Hwy West of Bessemer St

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 1715 2978 19. 25 6. 131.6 32. 27 -5. 84.4 51. 52 1. 102.0 .1 Cavendish St Nth of Old Hume Hwy

1172 1715 188. 142 -46. 75.5 194. 293 99. 151.0 382. 435 53. 113.9 2.6 Cavendish St Sth of Old Hume Hwy 1715 1323 509. 516 7. 101.4 488. 538 50. 110.2 997. 1054 57. 105.7 1.8 Old Hume Hwy East of Cavendish S 1749 1715 450. 412 -38. 91.6 436. 285 -151. 65.4 886. 697 -189. 78.7 6.7 Old Hume Hwy West of Cavendish S 2695 3347 363. 345 -18. 95.0 185. 179 -6. 96.8 548. 524 -24. 95.6 1.0 Old Bowral Rd Nth of Bowral Rd ( 3347 2691 805. 735 -70. 91.3 784. 755 -29. 96.3 1589. 1490 -99. 93.8 2.5 Bowral Rd East of Old Bowral Rd 2600 3347 808. 758 -50. 93.8 965. 943 -22. 97.7 1773. 1701 -72. 95.9 1.7 Bowral Rd West of Old Bowral Rd 3306 3279 119. 121 2. 101.7 275. 132 -143. 48.0 394. 253 -141. 64.2 7.8 Bessemer St Nth of Bowral Rd 7No 3320 3306 170. 127 -43. 74.7 172. 141 -31. 82.0 342. 268 -74. 78.4 4.2 Bessemer St Sth of Bowral Rd 7No 3306 2196 666. 701 35. 105.3 584. 685 101. 117.3 1250. 1386 136. 110.9 3.7 Bowral Rd West of Bessemer St 7N 3315 3306 803. 797 -6. 99.3 795. 778 -17. 97.9 1598. 1575 -23. 98.6 .6 Bowral Rd East of Bessemer St 7N 3031 1398 280. 295 15. 105.4 72. 98 26. 136.1 352. 393 41. 111.6 2.1 Old Bowral Rd Nth of Bowral Rd 7 3031 2600 816. 758 -58. 92.9 964. 943 -21. 97.8 1780. 1701 -79. 95.6 1.9 Bowral Rd East of Old Bowral Rd 3029 3031 1093. 1053 -40. 96.3 1033. 1041 8. 100.8 2126. 2094 -32. 98.5 .7 Bowral Rd West of Old Bowral Rd 3523 3468 143. 106 -37. 74.1 144. 128 -16. 88.9 287. 234 -53. 81.5 3.3 Range Rd Nth of Old South Rd 7No 3567 3523 47. 86 39. 183.0 48. 59 11. 122.9 95. 145 50. 152.6 4.6 Range Rd Sth of Old South Rd 7No 3523 2897 107. 163 56. 152.3 71. 108 37. 152.1 178. 271 93. 152.2 6.2 Old South Rd East of Range Rd 7N 3555 3523 219. 183 -36. 83.6 183. 176 -7. 96.2 402. 359 -43. 89.3 2.2 Old South Rd West of Range Rd 7N 3290 3223 196. 263 67. 134.2 108. 78 -30. 72.2 304. 341 37. 112.2 2.1 Lyell St No.2 Nth of Old Bowral 3351 3323 159. 184 25. 115.7 198. 336 138. 169.7 357. 520 163. 145.7 7.8 Cavendish St Nth of Old Bowral R 1204 3361 260. 295 35. 113.5 88. 98 10. 111.4 348. 393 45. 112.9 2.3 Old Bowral Rd Nth of Railway cro 3288 1496 65. 68 3. 104.6 44. 78 34. 177.3 109. 146 37. 133.9 3.3 Pioneer St Nth of Bowral Rd 6Nov 3288 2092 661. 698 37. 105.6 619. 672 53. 108.6 1280. 1370 90. 107.0 2.5 Bowral Rd East of Pioneer St 6No 2196 3288 666. 701 35. 105.3 603. 684 81. 113.4 1269. 1385 116. 109.1 3.2 Bowral Rd West of Pioneer St 6No 3302 3278 88. 44 -44. 50.0 117. 79 -38. 67.5 205. 123 -82. 60.0 6.4 Princess St Sth of Bowral Rd 6No 3278 1498 583. 639 56. 109.6 570. 645 75. 113.2 1153. 1284 131. 111.4 3.8 Bowral Rd East of Princess St 6N 2092 3278 661. 691 30. 104.5 619. 662 43. 106.9 1280. 1353 73. 105.7 2.0 Bowral Rd West of Princess St 6N Number of links = 62 Number of forward links = 62 Number of back links = 62 TOTALS FORWARD BACK TOTALS COUNT 26446. 24835. 51281. VOLUME 26199. 25587. 51786. CHANGE -247. 752. 505. % 99. 103. 101. CORREL. COEFF. .987 .982 .988 %RMS 12.22 16.13 12.42 r^2 .975 .965 .975 GEH 1.5 4.7 2.2 GEH <5 <7 <10 <12 >12 # 46 56 62 62 0 % 74.2 90.3 100.0 100.0 .0 CORDON terminated successfully

GA

BITES PORTER – W


alidation Summ

ary Report A

pp2 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 : 23-Jan-09 |RACKS TR | | TRACKS T| Time run : 12:05:48 |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 : "WA08NL.CSV" Cordon Data File : "WF08CD.000" Loaded Network : "WA08NL.000" *WINGECARRIBEE AM - 2006 LUSE-2006 7781 Links in network

GA

BITES PORTER – W


alidation Summ

ary Report A


Description : ALL below 3000vpd (NB/EB first) 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 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

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pp2 %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 # 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

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pp2

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 368 369 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

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pp2 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 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

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APPENDIX 3 AM PEAK INTERSECTION MOVEMENT

+-------------------------------------------------------------------------------------------+

| TRACKS - 23-Dec-08 @ 14:29:10 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 : 23-Dec-08 |RACKS TR |

| TRACKS T| Time run : 14:29:10 |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

Loaded Network : WM08NL.000

Intersection Number : 1

Description : Suttor Rd and Moss Vales Rd

Number of incoming links : 3

Count Factor : 1.0000

Volume Factor : 1.0000

1633 | 1767 | 7427 | 1632 |

-----+-----------+-----------+-----------+------------

1767 | 0 0| 654 620| 4 1|Argyle Rd Sth

7427 | 620 610| 0 0| 62 76|Argyle Rd Nth

1632 | 1 1| 60 63| 0 0|Suttor Rd

Correlation Coefficient : 1.000

% RMS : 6.703

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Node In Out

Count Volume %Change Count Volume %Change

----------+------------------------+------------------------+

1767-1633| 658 621 94.4 | 621 611 98.4 |

7427-1633| 682 686 100.6 | 714 683 95.7 |

1632-1633| 61 64 104.9 | 66 77 116.7 |

In Out Both

Correlation Coefficient : 1.000 .999 1.000


Description : Kirkham St and Argyle St




4829 | 2400 | 4831 | 2399 |

-----+-----------+-----------+-----------+------------

2400 | 0 0| 198 201| 585 590|Argyle St Sth

4831 | 166 88| 0 0| 85 58|Kirkham St

2399 | 589 627| 73 48| 0 0|Argyle St Nth

Correlation Coefficient : .997

% RMS : 7.468

Node In Out


----------+------------------------+------------------------+

2400-4829| 783 791 101.0 | 755 715 94.7 |

4831-4829| 251 146 58.2 | 271 249 91.9 |

2399-4829| 662 675 102.0 | 670 648 96.7 |

In Out Both

Correlation Coefficient : .998 .995 1.000


Description : Lackey Rd and Argyle St




4855 | 1285 | 1264 | 4859 |

-----+-----------+-----------+-----------+------------

1285 | 0 0| 160 143| 503 496|Argyle St East

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1264 | 178 186| 0 0| 14 30|Lackey Rd

4859 | 659 616| 50 89| 0 0|Argyle St West


% RMS : 3.335

Node In Out


----------+------------------------+------------------------+

1285-4855| 663 639 96.4 | 837 802 95.8 |

1264-4855| 192 216 112.5 | 210 232 110.5 |

4859-4855| 709 705 99.4 | 517 526 101.7 |

In Out Both

Correlation Coefficient : .999 .999 .999


Description : Railyway St and Argyle St




4859 | 4870 | 4855 | 1265 |

-----+-----------+-----------+-----------+------------

4870 | 0 0| 7 15| 10 4|Railway St

4855 | 33 32| 0 0| 490 494|Argyle St East

1265 | 17 8| 704 690| 0 0|Argyle St West


% RMS : .821

Node In Out


----------+------------------------+------------------------+

4870-4859| 17 19 111.8 | 50 40 80.0 |

4855-4859| 523 526 100.6 | 711 705 99.2 |

1265-4859| 721 698 96.8 | 500 498 99.6 |

In Out Both

Correlation Coefficient : 1.000 1.000 1.000


Description : Waite St and Argyle St



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4864 | 1265 | 1261 | 1124 |

-----+-----------+-----------+-----------+------------

1265 | 0 0| 173 159| 304 323|Argyle St East

1261 | 186 170| 0 0| 40 61|Waite St

1124 | 537 527| 67 76| 0 0|Argyle St West


% RMS : 1.284

Node In Out


----------+------------------------+------------------------+

1265-4864| 477 482 101.0 | 723 697 96.4 |

1261-4864| 226 231 102.2 | 240 235 97.9 |

1124-4864| 604 603 99.8 | 344 384 111.6 |

In Out Both

Correlation Coefficient : 1.000 1.000 .998


Description : Yarrawa Rd and Argyle St




4916 | 4931 | 1286 | 1700 | 1283 |

-----+-----------+-----------+-----------+-----------+------------

4931 | 0 0| 8 23| 4 2| 1 3|Yarrawa St Sth

1286 | 10 8| 0 0| 35 43| 260 300|Argyle St East

1700 | 3 2| 135 118| 0 0| 12 6|Yarrawa St Nth

1283 | 1 2| 466 448| 7 7| 0 0|Argyle St West


% RMS : 2.142

Node In Out


----------+------------------------+------------------------+

4931-4916| 13 28 215.4 | 14 12 85.7 |

1286-4916| 305 351 115.1 | 609 589 96.7 |

1700-4916| 150 126 84.0 | 46 52 113.0 |

1283-4916| 474 457 96.4 | 273 309 113.2 |

In Out Both

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Correlation Coefficient : 1.000 .995 .998


Description : Parkes Rd and Lackey Rd




4675 | 1205 | 4632 | 1179 |

-----+-----------+-----------+-----------+------------

1205 | 0 0| 52 73| 32 10|Lackey Rd Sth

4632 | 44 76| 0 0| 2 2|Lackey Rd Nth

1179 | 49 24| 5 4| 0 0|Parkes Rd


% RMS : 1.488

Node In Out


----------+------------------------+------------------------+

1205-4675| 84 83 98.8 | 93 100 107.5 |

4632-4675| 46 78 169.6 | 57 77 135.1 |

1179-4675| 54 28 51.9 | 34 12 35.3 |

In Out Both



Description : Douglas Rd and Berrima Rd




4380 | 4415 | 1571 | 4379 |

-----+-----------+-----------+-----------+------------

4415 | 0 0| 3 5| 88 111|Berrima Rd Sth

1571 | 1 1| 0 0| 10 2|Douglas Rd

4379 | 143 155| 32 29| 0 0|Berrima Rd Nth


% RMS : .777

Node In Out


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----------+------------------------+------------------------+

4415-4380| 91 116 127.5 | 144 156 108.3 |

1571-4380| 11 3 27.3 | 35 34 97.1 |

4379-4380| 175 184 105.1 | 98 113 115.3 |

In Out Both



Description : Tyree Pl and Old Hume Hwy




2674 | 1356 | 1337 | 1357 |

-----+-----------+-----------+-----------+------------

1356 | 0 0| 40 44| 0 0|Old Hume Hwy Sth

1337 | 21 25| 0 0| 13 15|Tyree Pl

1357 | 813 827| 41 35| 0 0|Old Hume Hwy Nth


% RMS : .419

Node In Out


----------+------------------------+------------------------+

1356-2674| 40 44 110.0 | 834 852 102.2 |

1337-2674| 34 40 117.6 | 81 79 97.5 |

1357-2674| 854 862 100.9 | 13 15 115.4 |

In Out Both

Correlation Coefficient : 1.000 1.000 1.000


Description : Main St and Bowral Rd




3264 | 2100 | 3261 | 2099 |

-----+-----------+-----------+-----------+------------

2100 | 0 0| 372 495| 2 0|Bowral Rd

3261 | 662 682| 0 0| 348 365|Main St East

2099 | 8 35| 236 184| 0 0|Main St West

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% RMS : 3.038

Node In Out


----------+------------------------+------------------------+

2100-3264| 374 495 132.4 | 670 717 107.0 |

3261-3264| 1010 1047 103.7 | 608 679 111.7 |

2099-3264| 244 219 89.8 | 350 365 104.3 |

In Out Both

Correlation Coefficient : .999 .996 1.000


Description : Bessemer St and Old Hume Hwy




3212 | 1322 | 3245 | 1753 | 1750 |

-----+-----------+-----------+-----------+-----------+------------

1322 | 0 0| 20 8| 37 28| 64 81|Bessemer St Sth

3245 | 63 1| 0 0| 4 0| 329 259|Old Hume Hwy East

1753 | 45 29| 3 1| 0 0| 58 50|Bessemer St Nth

1750 | 52 44| 254 209| 22 34| 0 0|Old Hume Hwy West


% RMS : 3.104

Node In Out


----------+------------------------+------------------------+

1322-3212| 121 117 96.7 | 160 74 46.3 |

3245-3212| 396 260 65.7 | 277 218 78.7 |

1753-3212| 106 80 75.5 | 63 62 98.4 |

1750-3212| 328 287 87.5 | 451 390 86.5 |

In Out Both



Description : Cavendish St and Old Hume Hwy




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1715 | 1172 | 1323 | 2978 | 1749 |

-----+-----------+-----------+-----------+-----------+------------

1172 | 0 0| 64 57| 9 4| 49 17|Cavendish St Sth

1323 | 87 101| 0 0| 17 20| 234 157|Old Hume Hwy East

2978 | 6 4| 7 15| 0 0| 2 0|Cavendish St Nth

1749 | 66 32| 319 327| 13 0| 0 0|Old Hume Hwy West


% RMS : 2.482

Node In Out


----------+------------------------+------------------------+

1172-1715| 122 78 63.9 | 159 137 86.2 |

1323-1715| 338 278 82.2 | 390 399 102.3 |

2978-1715| 15 19 126.7 | 39 24 61.5 |

1749-1715| 398 359 90.2 | 285 174 61.1 |

In Out Both



Description : Bowral Rd and Old Bowral Rd (near Cavendish)




3347 | 2691 | 2695 | 2600 |

-----+-----------+-----------+-----------+------------

2691 | 0 0| 87 103| 818 797|Bowral Rd East (near

2695 | 78 32| 0 0| 205 120|Old Bowral Rd

2600 | 445 542| 87 111| 0 0|Bowral Rd West (near


% RMS : 2.353

Node In Out


----------+------------------------+------------------------+

2691-3347| 905 900 99.4 | 523 574 109.8 |

2695-3347| 283 152 53.7 | 174 214 123.0 |

2600-3347| 532 653 122.7 | 1023 917 89.6 |

In Out Both


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Description : Bessemer St and Bowral Rd




3306 | 3320 | 2196 | 3279 | 3315 |

-----+-----------+-----------+-----------+-----------+------------

3320 | 0 0| 28 12| 56 74| 151 134|Bessemer St Sth

2196 | 9 4| 0 0| 17 27| 664 748|Bowral Rd East

3279 | 50 35| 32 5| 0 0| 115 35|Bessemer St Nth

3315 | 73 51| 387 545| 91 38| 0 0|Bowral Rd West

Correlation Coefficient : .999

% RMS : 4.412

Node In Out


----------+------------------------+------------------------+

3320-3306| 235 220 93.6 | 132 90 68.2 |

2196-3306| 690 779 112.9 | 447 562 125.7 |

3279-3306| 197 75 38.1 | 164 139 84.8 |

3315-3306| 551 634 115.1 | 930 917 98.6 |

In Out Both



Description : Old Bowral Rd and Bowral Rd




3031 | 2600 | 1398 | 3029 |

-----+-----------+-----------+-----------+------------

2600 | 0 0| 0 0| 1019 917|Bowral Rd East

1398 | 0 0| 0 0| 94 150|Old Bowral Rd

3029 | 528 653| 190 206| 0 0|Bowral Rd West


% RMS : 2.304

Node In Out

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----------+------------------------+------------------------+

2600-3031| 1019 917 90.0 | 528 653 123.7 |

1398-3031| 94 150 159.6 | 190 206 108.4 |

3029-3031| 718 859 119.6 | 1113 1067 95.9 |

In Out Both



Description : Old South Rd and Range Rd




3523 | 3567 | 2897 | 3468 | 3555 |

-----+-----------+-----------+-----------+-----------+------------

3567 | 0 0| 6 59| 24 18| 8 0|Range Rd Sth

2897 | 2 21| 0 0| 9 0| 85 106|Old South Rd East

3468 | 23 11| 1 0| 0 0| 146 125|Range Rd Nth

3555 | 5 0| 85 88| 125 109| 0 0|Old South Rd West


% RMS : 1.262

Node In Out


----------+------------------------+------------------------+

3567-3523| 38 77 202.6 | 30 32 106.7 |

2897-3523| 96 127 132.3 | 92 147 159.8 |

3468-3523| 170 136 80.0 | 158 127 80.4 |

3555-3523| 215 197 91.6 | 239 231 96.7 |

In Out Both



Description : Pioneer St and Bowral Rd




3288 | 2092 | 1496 | 2196 |

-----+-----------+-----------+-----------+------------

2092 | 0 0| 19 6| 652 736|Bowral Rd East

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1496 | 20 18| 0 0| 8 43|Pioneer St

2196 | 555 531| 12 29| 0 0|Bowral Rd West


% RMS : 1.181

Node In Out


----------+------------------------+------------------------+

2092-3288| 671 742 110.6 | 575 549 95.5 |

1496-3288| 28 61 217.9 | 31 35 112.9 |

2196-3288| 567 560 98.8 | 660 779 118.0 |

In Out Both



Description : Princess and Bowral Rd




3278 | 3302 | 1498 | 2092 |

-----+-----------+-----------+-----------+------------

3302 | 0 0| 21 18| 43 42|Princess St

1498 | 42 8| 0 0| 628 714|Bowral Rd East

2092 | 19 47| 657 488| 0 0|Bowral Rd West


% RMS : 2.225

Node In Out


----------+------------------------+------------------------+

3302-3278| 64 60 93.8 | 61 55 90.2 |

1498-3278| 670 722 107.8 | 678 506 74.6 |

2092-3278| 676 535 79.1 | 671 756 112.7 |

In Out Both


TURNON terminated successfully

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pp3

SH PEAK INTERSECTION MOVEMENT +-------------------------------------------------------------------------------------------+ | TRACKS - 23-Dec-08 @ 15:52:19 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 : 23-Dec-08 |RACKS TR | | TRACKS T| Time run : 15:52:19 |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 Loaded Network : WS08NL.000 Intersection Number : 1 Description : Suttor Rd and Moss Vales 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 | 537 540| 0 0| 52 36|Argyle Rd Nth 1632 | 1 0| 70 32| 0 0|Suttor Rd Correlation Coefficient : .998 % RMS : 11.504 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1767-1633| 552 510 92.4 | 538 540 100.4 | 7427-1633| 589 576 97.8 | 619 542 87.6 | 1632-1633| 71 32 45.1 | 55 36 65.5 | In Out Both Correlation Coefficient : .999 .999 .997 Intersection Number : 2 Description : Kirkham St and Argyle St Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 4829 | 2400 | 4831 | 2399 | -----+-----------+-----------+-----------+------------ 2400 | 0 0| 214 253| 736 695|Argyle St Sth 4831 | 222 217| 0 0| 110 63|Kirkham St 2399 | 678 767| 78 83| 0 0|Argyle St Nth Correlation Coefficient : .995 % RMS : 8.719

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Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 2400-4829| 950 948 99.8 | 900 984 109.3 | 4831-4829| 332 280 84.3 | 292 336 115.1 | 2399-4829| 756 850 112.4 | 846 758 89.6 | In Out Both Correlation Coefficient : 1.000 .997 .995 Intersection Number : 3 Description : Lackey Rd and Argyle St Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 4855 | 1285 | 1264 | 4859 | -----+-----------+-----------+-----------+------------ 1285 | 0 0| 115 97| 721 777|Argyle St East 1264 | 183 194| 0 0| 4 9|Lackey Rd 4859 | 796 755| 90 104| 0 0|Argyle St West Correlation Coefficient : .999 % RMS : 3.516 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1285-4855| 836 874 104.5 | 979 949 96.9 | 1264-4855| 187 203 108.6 | 205 201 98.0 | 4859-4855| 886 859 97.0 | 725 786 108.4 | In Out Both Correlation Coefficient : 1.000 .999 .999 Intersection Number : 4 Description : Railyway St and Argyle St Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 4859 | 4870 | 4855 | 1265 | -----+-----------+-----------+-----------+------------ 4870 | 0 0| 10 6| 23 3|Railway St 4855 | 50 58| 0 0| 680 728|Argyle St East 1265 | 36 7| 811 853| 0 0|Argyle St West Correlation Coefficient : 1.000 % RMS : 2.656 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 4870-4859| 33 9 27.3 | 86 65 75.6 | 4855-4859| 730 786 107.7 | 821 859 104.6 | 1265-4859| 847 860 101.5 | 703 731 104.0 | In Out Both Correlation Coefficient : 1.000 .999 1.000 Intersection Number : 5 Description : Waite St and Argyle St Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 4864 | 1265 | 1261 | 1124 | -----+-----------+-----------+-----------+------------

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1265 | 0 0| 235 184| 439 542|Argyle St East 1261 | 161 151| 0 0| 113 118|Waite St 1124 | 521 703| 87 67| 0 0|Argyle St West Correlation Coefficient : .999 % RMS : 6.369 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1265-4864| 674 726 107.7 | 682 854 125.2 | 1261-4864| 274 269 98.2 | 322 251 78.0 | 1124-4864| 608 770 126.6 | 552 660 119.6 | In Out Both Correlation Coefficient : .996 .996 .992 Intersection Number : 6 Description : Yarrawa Rd and Argyle St 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 3|Yarrawa St Sth 1286 | 15 14| 0 0| 49 60| 411 597|Argyle St East 1700 | 6 1| 87 67| 0 0| 26 10|Yarrawa St Nth 1283 | 3 3| 461 609| 8 8| 0 0|Argyle St West Correlation Coefficient : .998 % RMS : 8.816 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 4931-4916| 16 14 87.5 | 24 18 75.0 | 1286-4916| 475 671 141.3 | 559 685 122.5 | 1700-4916| 119 78 65.5 | 60 70 116.7 | 1283-4916| 472 620 131.4 | 439 610 139.0 | In Out Both Correlation Coefficient : .999 .995 .998 Intersection Number : 7 Description : Parkes Rd and Lackey Rd Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 4675 | 1205 | 4632 | 1179 | -----+-----------+-----------+-----------+------------ 1205 | 0 0| 42 39| 42 11|Lackey Rd Sth 4632 | 60 40| 0 0| 5 1|Lackey Rd Nth 1179 | 22 13| 4 0| 0 0|Parkes Rd Correlation Coefficient : 1.000 % RMS : .984 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1205-4675| 84 50 59.5 | 82 53 64.6 | 4632-4675| 65 41 63.1 | 46 39 84.8 | 1179-4675| 26 13 50.0 | 47 12 25.5 | In Out Both Correlation Coefficient : .985 .999 .954

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pp3

Intersection Number : 8 Description : Douglas Rd and Berrima Rd Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 4380 | 4415 | 1571 | 4379 | -----+-----------+-----------+-----------+------------ 4415 | 0 0| 4 3| 155 114|Berrima Rd Sth 1571 | 3 0| 0 0| 33 1|Douglas Rd 4379 | 147 106| 15 9| 0 0|Berrima Rd Nth Correlation Coefficient : 1.000 % RMS : 1.641 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 4415-4380| 159 117 73.6 | 150 106 70.7 | 1571-4380| 36 1 2.8 | 19 12 63.2 | 4379-4380| 162 115 71.0 | 188 115 61.2 | In Out Both Correlation Coefficient : .996 .988 .997 Intersection Number : 9 Description : Tyree Pl and Old Hume Hwy Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 2674 | 1356 | 1337 | 1357 | -----+-----------+-----------+-----------+------------ 1356 | 0 0| 44 82| 0 0|Old Hume Hwy Sth 1337 | 69 83| 0 0| 33 49|Tyree Pl 1357 | 609 692| 30 50| 0 0|Old Hume Hwy Nth Correlation Coefficient : 1.000 % RMS : 2.189 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1356-2674| 44 82 186.4 | 678 775 114.3 | 1337-2674| 102 132 129.4 | 74 132 178.4 | 1357-2674| 639 742 116.1 | 33 49 148.5 | In Out Both Correlation Coefficient : .999 .999 .998 Intersection Number : 10 Description : Main St and Bowral Rd Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 3264 | 2100 | 3261 | 2099 | -----+-----------+-----------+-----------+------------ 2100 | 0 0| 646 631| 0 0|Bowral Rd 3261 | 549 547| 0 0| 389 412|Main St East 2099 | 21 88| 447 355| 0 0|Main St West Correlation Coefficient : 1.000 % RMS : 2.245 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 2100-3264| 646 631 97.7 | 570 635 111.4 | 3261-3264| 938 959 102.2 | 1093 986 90.2 |

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2099-3264| 468 443 94.7 | 389 412 105.9 | In Out Both Correlation Coefficient : .999 1.000 .996 Intersection Number : 11 Description : Bessemer St and Old Hume Hwy Number of incoming links : 4 Count Factor : 1.0000 Volume Factor : 1.0000 3212 | 1322 | 3245 | 1753 | 1750 | -----+-----------+-----------+-----------+-----------+------------ 1322 | 0 0| 33 25| 31 23| 100 90|Bessemer St Sth 3245 | 14 21| 0 0| 3 1| 403 439|Old Hume Hwy East 1753 | 32 24| 14 0| 0 0| 29 32|Bessemer St Nth 1750 | 110 99| 421 404| 12 30| 0 0|Old Hume Hwy West Correlation Coefficient : 1.000 % RMS : 1.259 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1322-3212| 164 138 84.1 | 156 144 92.3 | 3245-3212| 420 461 109.8 | 468 429 91.7 | 1753-3212| 75 56 74.7 | 46 54 117.4 | 1750-3212| 543 533 98.2 | 532 561 105.5 | In Out Both Correlation Coefficient : 1.000 .997 .998 Intersection Number : 12 Description : Cavendish St and Old Hume Hwy Number of incoming links : 4 Count Factor : 1.0000 Volume Factor : 1.0000 1715 | 1172 | 1323 | 2978 | 1749 | -----+-----------+-----------+-----------+-----------+------------ 1172 | 0 0| 121 108| 5 4| 62 30|Cavendish St Sth 1323 | 113 262| 0 0| 6 21| 369 255|Old Hume Hwy East 2978 | 12 4| 15 23| 0 0| 5 0|Cavendish St Nth 1749 | 69 27| 373 385| 8 0| 0 0|Old Hume Hwy West Correlation Coefficient : .999 % RMS : 4.505 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 1172-1715| 188 142 75.5 | 194 293 151.0 | 1323-1715| 488 538 110.2 | 509 516 101.4 | 2978-1715| 32 27 84.4 | 19 25 131.6 | 1749-1715| 450 412 91.6 | 436 285 65.4 | In Out Both Correlation Coefficient : .989 .994 .966 Intersection Number : 13 Description : Bowral Rd and Old Bowral Rd (near Cavendish) Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 3347 | 2691 | 2695 | 2600 | -----+-----------+-----------+-----------+------------ 2691 | 0 0| 72 77| 712 677|Bowral Rd East (near 2695 | 110 79| 0 0| 253 266|Old Bowral Rd

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2600 | 695 656| 113 101| 0 0|Bowral Rd West (near Correlation Coefficient : 1.000 % RMS : .912 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 2691-3347| 784 754 96.2 | 805 735 91.3 | 2695-3347| 363 345 95.0 | 185 178 96.2 | 2600-3347| 808 757 93.7 | 965 943 97.7 | In Out Both Correlation Coefficient : 1.000 1.000 .999 Intersection Number : 14 Description : Bessemer St and Bowral Rd Number of incoming links : 4 Count Factor : 1.0000 Volume Factor : 1.0000 3306 | 3320 | 2196 | 3279 | 3315 | -----+-----------+-----------+-----------+-----------+------------ 3320 | 0 0| 12 7| 71 52| 87 68|Bessemer St Sth 2196 | 10 18| 0 0| 32 14| 542 652|Bowral Rd East 3279 | 72 67| 37 8| 0 0| 166 57|Bessemer St Nth 3315 | 90 55| 617 687| 96 55| 0 0|Bowral Rd West Correlation Coefficient : 1.000 % RMS : 3.365 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 3320-3306| 170 127 74.7 | 172 140 81.4 | 2196-3306| 584 684 117.1 | 666 702 105.4 | 3279-3306| 275 132 48.0 | 199 121 60.8 | 3315-3306| 803 797 99.3 | 795 777 97.7 | In Out Both Correlation Coefficient : .992 .986 .996 Intersection Number : 15 Description : Old Bowral Rd and Bowral Rd Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 3031 | 2600 | 1398 | 3029 | -----+-----------+-----------+-----------+------------ 2600 | 0 0| 1 0| 963 943|Bowral Rd East 1398 | 2 0| 0 0| 70 98|Old Bowral Rd 3029 | 814 758| 279 295| 0 0|Bowral Rd West Correlation Coefficient : 1.000 % RMS : .788 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 2600-3031| 964 943 97.8 | 816 758 92.9 | 1398-3031| 72 98 136.1 | 280 295 105.4 | 3029-3031| 1093 1053 96.3 | 1033 1041 100.8 | In Out Both Correlation Coefficient : 1.000 1.000 .999 Intersection Number : 16 Description : Old South Rd and Range Rd

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Number of incoming links : 4 Count Factor : 1.0000 Volume Factor : 1.0000 3523 | 3567 | 2897 | 3468 | 3555 | -----+-----------+-----------+-----------+-----------+------------ 3567 | 0 0| 6 67| 32 18| 9 0|Range Rd Sth 2897 | 8 38| 0 0| 1 0| 62 70|Old South Rd East 3468 | 27 21| 5 0| 0 0| 112 107|Range Rd Nth 3555 | 13 0| 96 95| 110 88| 0 0|Old South Rd West Correlation Coefficient : 1.000 % RMS : 1.215 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 3567-3523| 47 85 180.9 | 48 59 122.9 | 2897-3523| 71 108 152.1 | 107 162 151.4 | 3468-3523| 144 128 88.9 | 143 106 74.1 | 3555-3523| 219 183 83.6 | 183 177 96.7 | In Out Both Correlation Coefficient : .973 .971 .968 Intersection Number : 17 Description : Pioneer St and Bowral Rd Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 3288 | 2092 | 1496 | 2196 | -----+-----------+-----------+-----------+------------ 2092 | 0 0| 32 27| 587 644|Bowral Rd East 1496 | 28 38| 0 0| 16 40|Pioneer St 2196 | 633 660| 33 40| 0 0|Bowral Rd West Correlation Coefficient : 1.000 % RMS : .737 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 2092-3288| 619 671 108.4 | 661 698 105.6 | 1496-3288| 44 78 177.3 | 65 67 103.1 | 2196-3288| 666 700 105.1 | 603 684 113.4 | In Out Both Correlation Coefficient : 1.000 .999 .999 Intersection Number : 18 Description : Princess and Bowral Rd Number of incoming links : 3 Count Factor : 1.0000 Volume Factor : 1.0000 3278 | 3302 | 1498 | 2092 | -----+-----------+-----------+-----------+------------ 3302 | 0 0| 17 14| 71 30|Princess St 1498 | 22 13| 0 0| 548 632|Bowral Rd East 2092 | 95 66| 566 625| 0 0|Bowral Rd West Correlation Coefficient : 1.000 % RMS : 1.162 Node In Out Count Volume %Change Count Volume %Change ----------+------------------------+------------------------+ 3302-3278| 88 44 50.0 | 117 79 67.5 | 1498-3278| 570 645 113.2 | 583 639 109.6 |

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2092-3278| 661 691 104.5 | 619 662 106.9 | In Out Both Correlation Coefficient : .998 .998 .999 TURNON terminated successfully

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pp4 Appendix 4

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 71 0 0 3 8 23 0 0 0 44 0 0 0

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pp4

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

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ary Report A

pp4

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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp4

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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp4

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.

GA

BITES PORTER – W


alidation Summ

ary Report A

pp4

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

GA

BITES PORTER – W


alidation Summ

ary Report A

pp4

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.

GA

BITES PORTER – W


alidation Summ

ary Report A

pp4

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

Documents

Wingecarribee Shire Council Transportation Model › uploads › 1951 › wingecarribee-2008-m… · The Wingecarribee 2008 transportation model has the same form as the 2006 validated