Assessment of Traffic and Parking · PDF fileAssessment of Traffic and Parking Implications ....
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TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
PROPOSED REZONING FOR BUNNINGS DEVELOPMENT
CNR PACIFIC HIGHWAY AND RYDE ROAD, PYMBLE
Assessment of Traffic and Parking Implications
May 2013 Reference 10282 TRANSPORT AND TRAFFIC PLANNING ASSOCIATES Transportation, Traffic and Design Consultants Suite 502, Level 5 282 Victoria Avenue CHATSWOOD 2067 Telephone (02) 9411 5660 Facsimile (02) 9904 6622
Email: [email protected]
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
TABLE OF CONTENTS
1. INTRODUCTION ....................................................................................................... 1
2. PROPOSED REZONING SCHEME ......................................................................... 2
2.1 SITE, CONTEXT AND FORMER USE ............................................................... 2 2.2 ENVISAGED DEVELOPMENT ......................................................................... 3 2.3 PYMBLE BUSINESS PARK STUDY .................................................................. 3
3. ROAD NETWORK AND TRAFFIC CONDITIONS ................................................... 5
3.1 ROAD NETWORK ......................................................................................... 5 3.2 TRAFFIC CONTROLS .................................................................................... 6 3.3 TRAFFIC CONDITIONS .................................................................................. 7 3.4 PUBLIC TRANSPORT SERVICES .................................................................... 9
4. ACCESS ................................................................................................................. 10
5. TRAFFIC ................................................................................................................. 12
6. PARKING ................................................................................................................ 18
7. INTERNAL CIRCULATION AND SERVICING ...................................................... 19
8. CONCLUSION ........................................................................................................ 20
APPENDIX A PROPOSED ROAD AND INTERSECTION ARRANGEMENTS APPENDIX B BUS SERVICES APPENDIX C APPROVED DEVELOPMENT APPENDIX D DIVERTED TRIP RESEARCH APPENDIX E SIDRA RESULTS LIST OF ILLUSTRATIONS FIGURE 1 LOCATION FIGURE 2 SITE FIGURE 3 ROAD NETWORK FIGURE 4 TRAFFIC CONTROLS FIGURE 5 EXISTING PEAK TRAFFIC VOLUMES FIGURE 6 ENVISAGED RAMP ACCESS ARRANGEMENT FIGURE 7 PROJECTED FUTURE VOLUMES - BUNNINGS FIGURE 8 FUTURE PEAK TRAFFIC FLOWS (BUNNINGS + BUS, PARK)
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1. INTRODUCTION
This report has been prepared to accompany an application to Ku-Ring-Gai Council for
the proposed rezoning of the large former “3M” site within the Pymble Business Park to permit Hardware/Building Supplies use (Figure 1).
The former 3M site comprised a “Commercial Head Office” use in a location which has
ready access to the arterial road system and is strategically located in relation to access for the northern Metropolitan Area.
The envisaged development, subject to the rezoning, would comprise:
Bunnings Warehouse 6,580m2
Trade Area 1,600m2
Nursery 2,310m2 Goods Receiving 500m2
Total 16,390m²
The purpose of this report is to:
describe the site, its context and the envisaged development describe the road network serving the site and traffic conditions on that network assess the proposed access arrangements and the potential traffic implications
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2. PROPOSED REZONING SCHEME
2.1 SITE, CONTEXT AND FORMER USE The site (Figure 2) is a consolidation of a number of lots being an irregular shaped area of some 1.825 ha with extensive frontages to Pacific Highway and the Ryde Road Off-Ramp as well as two small frontages to Bridge Road. The site, which is located just to the north of the Gordon Centre falls away sharply to the west and the former 3M use comprised: Head Office administration and sales 230 staff 3 buildings with a total floor area of 7,500m2 195 parking spaces (see Fig 2 usage) with access driveways on the Bridge Road
frontage. The nearby uses comprise: the “Business Park/Commercial Office” uses adjoining the site and extending
along Bride street, West Street including a partially completed development on a site with frontage to the Off Load Ramp
the Council depot in Suakin Street the mixed uses extending along the Pacific Highway
the surrounding residential areas.
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2.2 ENVISAGED DEVELOPMENT
Due to the level differences on the site the envisaged development would involve a two-
level building over 2-basement levels of carparking comprising:
Warehouse 6,580m2
Trade area 1,600m2
Nursery 2,300m2
Goods receiving 500m2
Total 16,390m2
Parking for some 475 cars would be accommodated on two lower levels with vehicle
accesses comprising:
a combined ingress/egress on the eastern Bridge Street frontage
a combined ingress/egress on the western Bridge Street frontage
potential ingress for the carpark on the Ryde Road Off Load Ramp
Details of the envisaged development are provided on the plans prepared by John R
Brogan and Associates which accompany the application.
2.3 PYMBLE BUSINESS PARK STUDY
In 2011 a study was undertaken for Council to assess the potential traffic implications
of a proposed increase to office floorspace in the Pymble Business Park. It was
Council’s assessment that the under-utilised sites in the business park could provide
some 31,000m2 GFA of additional “office” floorspace (ie increase to the existing
76,600m2 GFA).
Pymble Business Park Transport Assessment GTA Consultants March 2011
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The study assessed that the additional floor space would generate some 300 vtph
additional during the morning and afternoon peak periods and the identified road
network improvements to accommodate the additional floorspace outcome comprised:
• provision of a separate left turn lane and extension of the through and right turn lane
on the Ryde Road off ramp
• provision of a left turn deceleration lane on the Pacific Highway at Bridge Street
• provision of traffic signals at the Ryde Road (eastbound) and West Street
intersection
• provision of a pedestrian crossing across Pacific Highway on the southern side of
Bridge Street
Details of these proposed changes are shown on the extracts from the study
reproduced in Appendix A and the zoning change has been enacted to permit the
provision of this additional floorspace subject to S94 contributions for dot points 3 and 4
in the foregoing (but not points 1 and 2). Council have confirmed that the 3M site is
included in the area rezoned, however redevelopment of the site with a permissible
floorspace of some 65,335m2 (ie net increase to existing of 57,835 m2) was not
incorporated into any analysis including that of the potential traffic implications. Given
that 3M have vacated and the site is substantially under utilised redevelopment for
some 65,000 m2 of business park floorspace is a realistic potential outcome if the
Bunnings development scheme were not to proceed.
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3. ROAD NETWORK AND TRAFFIC CONDITIONS
3.1 ROAD NETWORK
The existing road network serving the site (Figure 3) comprises: Pacific Highway – a State Highway and arterial route providing the major
north/south connection from Sydney to the north coast
Mona Vale Road – a State Road and arterial route linking between the Pacific
Highway and the northern beaches Peninsula
Ryde Road - a State Road and arterial route
St Johns Road/Dumaresq Street – a ‘collector’ road which provides access for the
area immediately west of Gordon
West Street and Bridge Street – a local road connecting between Ryde Road and
Pacific Highway
Suakin Street – a local access cul-de-sac connecting to West Street and Bridge
Street
There is a ‘grade separated’ interchange at the Pacific Highway, Ryde Road and Mona
Vale Road intersection with ON/OFF ramp connections to Ryde Road and Mona Vale
Road. West Street and Bridge Street are both 12.8 metres wide.
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3.2 TRAFFIC CONTROLS The existing traffic controls on the road system serving the area (Figure 4) comprise:
the traffic signals at the Pacific Highway, Mona Vale Road and Ryde Road
intersection. Details of this intersection are shown on the traffic signal design plan
reproduced overleaf
the traffic signals at the Pacific Highway/Bridge Street intersection which
incorporate a prohibition of the right-turn movement from Bridge Street. Details of
this intersection arrangement are shown on the traffic signal design plan
reproduced in overleaf
the CLEARWAY and NO STOPPING restrictions along the Pacific Highway,
Mona Vale Road and Ryde Road
the 60 kmph speed restriction on Pacific Highway and 70 kmph speed restriction
on Ryde Road/Mona Vale Road
the 50 kmph speed restriction on the local roads including Bridge Street, West
Street and Suakin Street
the central median island in Ryde Road which restricts access movements at the
West Street intersection to left-turn IN/OUT
the GIVE WAY control on Suakin Street at the West Street/Bridge Street
intersection
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3.3 TRAFFIC CONDITIONS An indication of the prevailing traffic conditions in the area is provided by data
published by RMS and surveys undertaken for this study. The RMS data is
expressed in terms of Annual Average Daily Traffic (AADT) and the latest recorded
volumes in the vicinity of the site are:
Ryde Road south of Pacific Highway - 60,364
Pacific Highway north of Ryde Road - 63,557
Traffic surveys have been undertaken during the morning, afternoon and weekend
midday peak periods at the Ryde Road/West Street, Pacific Highway/Bridge Street
and Pacific Highway/Mona Vale Road/Ryde Road intersections. The results of the
surveys are provided in Figure 5 and reveal volumes which are consistent with the
movements recorded for the Pymble Business Park study (2011).
The operational performance of the signal controlled intersections under the existing
circumstances has been assessed using the SIDRA model. The results of that
assessment are provided in the following while the criteria for interpreting SIDRA
output is reproduced overleaf:
AM PM WE MD LOS DS AVD LOS DS AVD LOS DS AVD Pacific/Bridge A - 2.4 A - 4.4 A - 1.4
Pacific/Ryde/Mona Vale D 1.04 43.5 D 1.00 44.9 D 1.063 54.9
West App F 1.04 86.8 D 1.00 46.2 E 1.00 62.1
Queue 114.3 104.4 70.9
The results indicate that the operational performance of these intersections is
relatively satisfactory at the present time apart from the highway intersection
particularly in the morning peak. However vehicles do have some difficulty in
egressing from West Street in the afternoon peak particularly to travel east in Mona
Vale Road due to the speed of vehicles and limited gaps in the eastbound traffic flow
on Ryde Road.
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Criteria for Interpreting Results of SIDRA Analysis 1. Level of Service (LOS) LOS Traffic Signals and Roundabouts Give Way and Stop Signs ‘A’ Good Good
‘B’ Good with acceptable delays and spare capacity Acceptable delays and spare capacity
‘C’ Satisfactory Satisfactory but accident study required
‘D’ Operating near capacity Near capacity and Accident Study required
‘E’ At capacity; at signals incidents will cause excessive delays. Roundabouts require other control mode
At capacity and requires other control mode
‘F’ Unsatisfactory and requires additional capacity Unsatisfactory and requires other control mode
2. Average Vehicle Delay (AVD) The AVD provides a measure of the operational performance of an intersection as indicated on the table below, which relates AVD to LOS. The AVD's listed in the table should be taken as a guide only as longer delays could be tolerated in some locations (ie inner city conditions) and on some roads (ie minor side street intersecting with a major arterial route). Level of Service
Average Delay per Vehicle (secs/veh)
Traffic Signals, Roundabouts
Give Way and Stop Signs
A Less than 14 Good operation Good operation
B 15 to 28 Good with acceptable delays and spare capacity
Acceptable delays and spare capacity
C 29 to 42 Satisfactory Satisfactory but accident study required
D 43 to 56 Operating near capacity Near capacity and accident study required
E 57 to 70 At capacity; at signals incidents will cause excessive delays. Roundabouts require other control mode
At capacity and requires other control mode
3. Degree of Saturation (DS) The DS is another measure of the operational performance of individual intersections. For intersections controlled by traffic signals1 both queue length and delay increase rapidly as DS approaches 1, and it is usual to attempt to keep DS to less than 0.9. Values of DS in the order of 0.7 generally represent satisfactory intersection operation. When DS exceeds 0.9 queues can be anticipated. For intersections controlled by a roundabout or GIVE WAY or STOP signs, satisfactory intersection operation is indicated by a DS of 0.8 or less.
1 the values of DS for intersections under traffic signal control are only valid for cycle length of 120 secs
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3.4 PUBLIC TRANSPORT SERVICES Pymble Business Park is located approximately midway between Pymble and
Gordon Railway Stations on the main northern line. Pymble Station is some 750
metres to the north while Gordon Station is some 850 metres to the south.
Bus services are provided by Transdev-Shorelink with Routes 560 and 567 operating
along Ryde between Gordon and Macquarie Centre and Route 582 along Mona Vale
Road to St Ives. Forest Coach Lines operates route 197 along Ryde Road to
Macquarie Centre and Routes 195, 196 and 197 along Mona Vale Road to St Ives
and Mona Vale.
Accordingly, the site has satisfactory access to public transport services which are
identified in Appendix B.
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4. ACCESS
Vehicles accesses for the carpark and delivery vehicles will be located on the Bridge
Street frontages where there are existing driveways. Bridge Street has a straight
alignment at this location and suitable site distances will be available.
Provision of vehicle ingress for the carpark on the Ryde Road Off Load Ramp would
present a significant advantage in that:
there will be a significant proportion of passing trade (along Ryde Road) and
customers with origins to the west and southwest
all vehicles from the south and west will turn left into West Street to access via
Bridge Street if no ramp ingress is provided
there is already a significant left turn movement into Bridge Street and there is no
provision (or ability to provide) a separate left turn lane
It is relevant that development consent has been granted and substantial
commencement undertaken for development of a site with frontage to the Off Load
Ramp which has vehicle ingress and egress (Appendix C refers).
It is possible to provide a left turn ingress for the development on the ramp in unison
with a road widening to provide a separate left turn lane for the turn into the Pacific
Highway as indicated on Figure 6.
Bunnings are in the process of investigating the costs and potential implications of
implementing this arrangement. If the ramp access is not provided no vehicles
accessing Bunnings will travel up the ramp because it will be shorter and quicker to
access via West Street. However there are operational difficulties with the existing
ramp as there is a heavy arterial flow making the left turn movement into the highway
but no separate left turn lane and the lane is intermittently blocked by vehicles
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waiting to turn right into the highway. The consequences are that as soon as 3 or 4
vehicles stop in the kerbside approach lane (ie to turn right into the highway or to
travel east in Mona Vale Road) the left turn can be suddenly and unexpectedly
blocked. The provision of the left turn lane would therefore present a significant
benefit for this major arterial road intersection.
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5. TRAFFIC
The existing (now vacant) 3M development on the site consists of a total of 7,500m²
office floorspace and the RMS Development Guideline traffic generation rate for
office use is 2.0 vtph per 100m2 (although more recent unplublished RMS data
suggests generation rates of 1.6 vtph/100 m2 GLFA in the AM and 1.2 vtph/100 m2
GLFA in the PM).
A generation rate of some 2.0 vtph per 100m² would indicate a total peak period
traffic generation for the existing floorspace/use of some 150 vtph however there
would be very little generation on weekends (say 10 vtph).
If the 3M site were redeveloped for Business Park (office use) with the permitted
3.5:1 FSR provision under the recent rezoning then the site would provide some
65,300 m2 GFA or some 59,000 m2 GLFA. The peak traffic generation for this
outcome would be 1,180 vtph under the current RMS criteria or 944 vtph in the AM
and 708 vtph in the PM under the not published guide.
RMS have undertaken a recent survey and assessment analysis study in relation to
“hardware” landuse and selected a range of sites and locations to provide examples
to facilitate assessment of proposed developments. The floor areas of the sites
ranged from 1,800m2 to 14,111m2 and the locations were spread across the
Metropolitan Area. The results of the surveys in terms of traffic generation per 100m2
are provided in the following:
Generation Per 100m2
RMS SITE AM PM WEMD HW 3* 1,800m2 2.22 3.56 4.28
HW 5* 2,400m2 2.13 2.75 6.29
HW 1** 9,800m2 1.43 2.30 6.69
HW 4*** 11,915m2* 2.04 2.84 6.33
HW 2** 14,111m2 0.60 2.05 5.98 5.70****
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*Mitre 10 **Bunnings ***Bunnings Minchinbury is an overtrading outlet due to absence of competition
****on-street peak
results are inconsistent with ‘trend’
The results give a very clear confirmation to the obvious analogy that the traffic
generation per 100m2 decreases as the floor area increases. The envisaged floor
area of proposed Bunnings would be some 16% more than the largest site assessed
in the RMS study. It is also relevant that the Pymble site will trade in the sub-regional
area which is already served by Bunnings outlets at Belrose, Chatswood, Penant
Hills and Artarmon.
The adopted traffic generation rates (per 100m2) for the envisaged development
having regard for these factors are:
AM 0.60 vtph
PM 2.00 vtph
WEEKEND 5.0 vtph
Thus the envisaged Bunnings of 16,390m² would have a projected generation of:
AM 100 vtph
PM 330 vtph
WEEKEND 820 vtph
This traffic generation would be discounted by normal passing trade factors
(Appendix D) as follows:
P/Trade Distribution of
Additional 100 vtph 0% (-) 100 vtph 60 IN 40 OUT 330 vtph 20% (66) 264 vtph 110 IN 164 OUT 820 vtph 25% (200) 620 vtph 310 IN 310 OUT
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Importantly this passing trade would include customers currently travelling to access
existing Bunnings at Belrose and Chatswood etc.
The projected distribution of the generated traffic is as follows:
- North 35%
- South 25%
- East 15%
- West 25%
The future traffic circumstances have been ‘constructed’ with a process of:
- adjusting for passing trade access
- adding the “additional” generated movements
The generated movements have been assessed on the basis of no access on the Off
Load Ramp as this presents a “worst case” operational outcome for the West Street
intersection with all approach vehicles from Ryde Road south being required to turn
into West Street from the eastbound kerbside lane.
The projected future traffic volumes resultant to the envisaged Bunnings
development (Figure 7) have been modeled using the SIDRA program:
with the proposed provision of traffic signals at the Ryde Road/West Street
intersection
with the construction of the proposed left turn lane along the Ryde Road off
ramp
without the provision of the proposed left turn lane in the highway at Bridge
Street as this is reliant on redevelopment of the site on the corner
The results of this modeling indicating a satisfactory outcome are provided in
Appendix E and are summarised in the following:
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AM PM WE MD LOS DS AVD LOS DS AVD LOS DS AVD Pacific/Bridge A - 3.7 A - 5.7 A - 4.5
Ryde/West A - 8.8 B - 19.6 A - 11.5
Pacific/Ryde/Mona Vale
With LT Lane D 1.018 43.2 C 0.784 30.7 C 0.972 40.1
West App D 0.967 46.5 C 0.779 32.2 C 0.830 36.0
Queue 83.7 50.6 60.1
The projected future traffic volumes incorporating that of the envisaged Bunnings
development and the potential increased floorspace in the Pymble Business Park are
shown on Figure 8 (adopting projections from the 2011 study). The results of traffic
modeling incorporating these volumes (with and without the Off Load Ramp access)
are also provided in Appendix E and summarised in the following:
AM PM WE MD LOS DS AVD LOS DS AVD LOS DS AVD Pacific/Bridge A - 3.9 A - 6.7 A - 4.5
Ryde/West A - 9.8 B - 24.7 A - 11.5
Pacific/Ryde/Mona Vale
With LT Lane D 1.038 51.0 C 0.808 32.2 C 0.972 40.1
West App D 0.996 52.6 C 0.802 33.4 C 0.830 36.0
Queue 92.2 57.2 45.1
The results of the intersection modelling indicate that: the operation of the Ryde Road/West Street and Pacific Highway/Bridge Street
intersections will be satisfactory in all circumstances (ie with traffic signals at the West Street intersection)
the Level of Service and Average Vehicle Delay at the Pacific Highway/Ryde Road/Mona Vale Road intersection will be significantly improved with both the Bunnings development and the additional Business Park floorspace with the widening of the existing Off Load Ramp to provide a separate left turn lane
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In relation to the provision of the traffic signals at the Ryde Road and West Street intersection, it is noted that: by letter dated 14.5.2010 the then RTA advised Council (in relation to the traffic
assessment for the increased Business Park floorspace) that the provision of signals at this intersection should be investigated
by letter dated 18.8.2011 the then RTA advised Council to investigate an
alternative option to the provision of signals involving widening of the off ramp and forcing all egressing vehicles from West Street to travel up the ramp and through the Pacific Highway intersection
It is not realistic or possible to widen the off ramp back to the West Street intersection due to the number of properties and buildings affected and it is not possible to construct an island in the existing arrangement to force vehicles to use the ramp. Besides forcing the eastbound vehicles through the Pacific Highway intersection would have a significant detrimental affect on the operational performance of this major intersection and to some extent defeat the purpose of the grade separated interchange.
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The projected traffic demands at the West Street intersection with the extra Business Park floorspace and the envisaged Bunnings are as follows:
AM PM WEMD Ryde Road Eastbound 2264 2610 2024
West Street Left Turn 258 669 358
It is quite apparent that these volumes satisfy the RMS warrants for the provision of traffic signals particularly as there is some degree of hazard associated with the left turn movement due to: the speed of vehicles on Ryde Road the limited gaps in the Ryde Road traffic flow the need to weave across the off load vehicles to enter the underpass lanes
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6. PARKING
Ku-Ring-Gai Council’s Development Control Plan No. 43 specifies a parking provision
for Bulky Goods Retail use as follows:
1 space per 28m2 GFA (“Parking provision might be considered at a lower rate if
supported by a traffic impact study”). The recent study for RMS recorded the peak
parking demands for the 3 larger sites as 2.00, 2.22 and 2.59 cars per 100m2 (ie 1 per
38m2 to 1 per 50m2)
Application of the highest RMS recorded peak demand to the envisaged development
would indicate the following:
16,390m² @ 1 space per 38m² - 431 spaces
It is proposed to provide a total of 475 spaces (1 space per 34.5m2) and this will be
quite adequate to meet seasonal peak demands.
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7. INTERNAL CIRCULATION AND SERVICING
Internal Circulation
Cars will access through the 2 available ingress/egress points and circulate through the
central parking area. The design of the aisles and parking bays etc will accord with the
design criteria of AS 2890.1 as well as Council’s DCP and the circulation system will be
very flexible due to the two-way traffic provisions.
Servicing
There will be internal circulation systems for cars and trucks which will largely be
independent of each other. The design of the Bridge Street access connections will be
subject to “design development” for the DA and the RMS comments and concerns will
be fully considered in the resolution of the design arrangements.
The design provisions for service vehicles will accord with the AS 2890.2 criteria and
the requirements of all vehicles requiring to access the site.
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8. CONCLUSION
The proposed rezoning to permit a Bunnings development at Pymble will utilise a
relatively large site which has convenient access to the arterial road system. This
assessment has concluded that the envisaged development in terms of vehicle access,
traffic generation and parking is appropriate and that there will not be any adverse traffic
impacts on the road system serving the site.
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Appendix A
PROPOSED ROAD AND INTERSECTION ARRANGEMENTS
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Appendix B
BUS SERVICES
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TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Appendix C
APPROVED DEVELOPMENT
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Appendix D
DIVERTED TRIP RESEARCH
TRANSPORT AND TRAFFIC PLANNING ASSOCIATES
Appendix E
SIDRA RESULTS
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St AM EX
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 240 2.0 0.560 9.5 LOS A 3.8 27.0 0.12 0.89 46.82 T 1634 2.0 0.560 2.0 LOS A 3.9 27.5 0.12 0.10 56.3
Approach 1874 2.0 0.560 2.9 LOS A 3.9 27.5 0.12 0.20 54.9
North: Pacific Hwy8 T 2913 2.0 0.560 0.4 LOS A 3.1 21.8 0.12 0.06 57.89 R 167 2.0 0.296 8.0 LOS A 0.8 6.0 0.11 0.66 48.1
Approach 3080 2.0 0.560 0.8 LOS A 3.1 21.8 0.12 0.10 57.2
West: Bridge10 L 118 2.0 0.102 38.1 LOS C 2.4 17.2 0.74 0.74 27.0
Approach 118 2.0 0.102 38.1 LOS C 2.4 17.2 0.74 0.74 27.0
All Vehicles 5072 2.0 0.560 2.4 LOS A 3.9 27.5 0.13 0.15 54.9
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP7 Across W approach 53 13.5 LOS B 0.1 0.1 0.48 0.48
All Pedestrians 53 13.5 LOS B 0.48 0.48
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:21 PMSIDRA INTERSECTION 5.1.13.2093
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Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St PM EX
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 101 2.0 0.554 8.7 LOS A 5.0 35.4 0.11 1.05 47.72 T 2375 2.0 0.554 1.2 LOS A 5.0 35.6 0.11 0.11 57.4
Approach 2476 2.0 0.554 1.6 LOS A 5.0 35.6 0.11 0.14 56.9
North: Pacific Hwy8 T 1982 2.0 0.381 0.3 LOS A 1.6 11.3 0.08 0.05 58.49 R 131 2.0 0.337 8.0 LOS A 0.7 5.1 0.11 0.66 48.0
Approach 2113 2.0 0.381 0.8 LOS A 1.6 11.3 0.09 0.09 57.6
West: Bridge10 L 253 2.0 0.552 62.1 LOS E 7.2 51.1 0.99 0.80 20.8
Approach 253 2.0 0.552 62.1 LOS E 7.2 51.1 0.99 0.80 20.8
All Vehicles 4841 2.0 0.554 4.4 LOS A 7.2 51.1 0.15 0.15 52.5
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP7 Across W approach 53 4.8 LOS A 0.1 0.1 0.28 0.28
All Pedestrians 53 4.8 LOS A 0.28 0.28
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:21 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St WE EX
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 28 2.0 0.408 8.5 LOS A 2.9 20.6 0.09 1.12 48.02 T 1835 2.0 0.408 1.0 LOS A 2.9 20.6 0.09 0.08 57.9
Approach 1863 2.0 0.408 1.1 LOS A 2.9 20.6 0.09 0.10 57.8
North: Pacific Hwy8 T 2231 2.0 0.429 0.3 LOS A 1.9 13.8 0.09 0.05 58.29 R 29 2.0 0.103 7.7 LOS A 0.1 0.6 0.06 0.64 48.4
Approach 2260 2.0 0.429 0.4 LOS A 1.9 13.8 0.09 0.06 58.1
West: Bridge10 L 46 2.0 0.117 60.4 LOS E 1.3 8.9 0.93 0.71 21.2
Approach 46 2.0 0.117 60.4 LOS E 1.3 8.9 0.93 0.71 21.2
All Vehicles 4169 2.0 0.429 1.4 LOS A 2.9 20.6 0.10 0.08 56.8
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP7 Across W approach 53 4.3 LOS A 0.0 0.0 0.27 0.27
All Pedestrians 53 4.3 LOS A 0.27 0.27
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:21 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St AM FUT Bunnings
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 265 2.0 0.454 8.8 LOS A 3.1 22.0 0.10 0.86 47.42 T 1602 2.0 0.454 1.3 LOS A 3.2 22.5 0.10 0.09 57.3
Approach 1867 2.0 0.454 2.4 LOS A 3.2 22.5 0.10 0.20 55.7
North: Pacific Hwy8 T 2906 2.0 0.702 2.1 LOS A 8.4 59.5 0.16 0.15 55.99 R 189 2.0 0.359 8.0 LOS A 1.2 8.4 0.13 0.67 48.0
Approach 3096 2.0 0.702 2.4 LOS A 8.4 59.5 0.16 0.18 55.4
West: Bridge10 L 133 2.0 0.198 52.3 LOS D 3.3 23.6 0.89 0.76 23.0
Approach 133 2.0 0.198 52.3 LOS D 3.3 23.6 0.89 0.76 23.0
All Vehicles 5096 2.0 0.702 3.7 LOS A 8.4 59.5 0.16 0.20 53.5
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP1 Across S approach 53 54.2 LOS E 0.2 0.2 0.95 0.95P7 Across W approach 53 7.0 LOS A 0.1 0.1 0.34 0.34
All Pedestrians 106 30.6 LOS D 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:32 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St PM FUT Bunnings
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 167 2.0 0.610 9.1 LOS A 5.7 40.5 0.13 0.99 47.42 T 2351 2.0 0.610 1.6 LOS A 5.7 40.9 0.13 0.12 56.7
Approach 2518 2.0 0.610 2.1 LOS A 5.7 40.9 0.13 0.18 56.0
North: Pacific Hwy8 T 1958 2.0 0.473 1.6 LOS A 3.4 24.2 0.10 0.09 57.09 R 192 2.0 0.365 8.3 LOS A 1.3 9.3 0.14 0.67 47.7
Approach 2149 2.0 0.473 2.2 LOS A 3.4 24.2 0.10 0.14 56.1
West: Bridge10 L 338 2.0 0.503 55.5 LOS D 9.0 64.4 0.95 0.81 22.2
Approach 338 2.0 0.503 55.5 LOS D 9.0 64.4 0.95 0.81 22.2
All Vehicles 5005 2.0 0.610 5.7 LOS A 9.0 64.4 0.17 0.20 50.8
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP1 Across S approach 53 54.2 LOS E 0.2 0.2 0.95 0.95P7 Across W approach 53 7.0 LOS A 0.1 0.1 0.34 0.34
All Pedestrians 106 30.6 LOS D 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:32 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St WE FUT Bunnings
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 320 2.0 0.514 8.9 LOS A 3.9 27.7 0.11 0.85 47.32 T 1793 2.0 0.514 1.4 LOS A 4.0 28.3 0.11 0.10 57.1
Approach 2113 2.0 0.514 2.6 LOS A 4.0 28.3 0.11 0.21 55.4
North: Pacific Hwy8 T 2188 2.0 0.529 1.7 LOS A 4.2 29.9 0.11 0.10 56.89 R 185 2.0 0.354 8.1 LOS A 1.2 8.3 0.13 0.67 47.9
Approach 2374 2.0 0.529 2.2 LOS A 4.2 29.9 0.11 0.14 56.0
West: Bridge10 L 202 2.0 0.301 53.4 LOS D 5.2 36.9 0.91 0.78 22.7
Approach 202 2.0 0.301 53.4 LOS D 5.2 36.9 0.91 0.78 22.7
All Vehicles 4688 2.0 0.529 4.5 LOS A 5.2 36.9 0.14 0.20 52.5
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP1 Across S approach 53 54.2 LOS E 0.2 0.2 0.95 0.95P7 Across W approach 53 7.0 LOS A 0.1 0.1 0.34 0.34
All Pedestrians 106 30.6 LOS D 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:33 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St AM FUT Bunnings + Buss Park
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 359 2.0 0.478 8.9 LOS A 3.4 24.0 0.10 0.81 47.32 T 1602 2.0 0.478 1.4 LOS A 3.5 24.7 0.10 0.09 57.2
Approach 1961 2.0 0.478 2.7 LOS A 3.5 24.7 0.10 0.22 55.2
North: Pacific Hwy8 T 2906 2.0 0.702 2.1 LOS A 8.4 59.5 0.16 0.15 55.99 R 283 2.0 0.481 8.2 LOS A 2.5 17.6 0.18 0.68 47.7
Approach 3189 2.0 0.702 2.6 LOS A 8.4 59.5 0.17 0.20 55.1
West: Bridge10 L 133 2.0 0.198 52.3 LOS D 3.3 23.6 0.89 0.76 23.0
Approach 133 2.0 0.198 52.3 LOS D 3.3 23.6 0.89 0.76 23.0
All Vehicles 5283 2.0 0.702 3.9 LOS A 8.4 59.5 0.16 0.22 53.3
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP1 Across S approach 53 54.2 LOS E 0.2 0.2 0.95 0.95P7 Across W approach 53 7.0 LOS A 0.1 0.1 0.34 0.34
All Pedestrians 106 30.6 LOS D 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:36 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St PM FUT Bunnings + Buss Park
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 199 2.0 0.626 9.2 LOS A 6.0 42.5 0.13 0.97 47.32 T 2351 2.0 0.626 1.7 LOS A 6.0 43.0 0.13 0.12 56.6
Approach 2549 2.0 0.626 2.2 LOS A 6.0 43.0 0.13 0.19 55.8
North: Pacific Hwy8 T 1958 2.0 0.473 1.6 LOS A 3.4 24.2 0.10 0.09 57.09 R 223 2.0 0.400 8.4 LOS A 1.7 12.2 0.15 0.67 47.6
Approach 2181 2.0 0.473 2.3 LOS A 3.4 24.2 0.10 0.15 55.9
West: Bridge10 L 432 2.0 0.615 55.9 LOS D 11.8 83.8 0.97 0.83 22.1
Approach 432 2.0 0.615 55.9 LOS D 11.8 83.8 0.97 0.83 22.1
All Vehicles 5162 2.0 0.626 6.7 LOS A 11.8 83.8 0.19 0.23 49.5
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP1 Across S approach 53 54.2 LOS E 0.2 0.2 0.95 0.95P7 Across W approach 53 7.4 LOS A 0.1 0.1 0.35 0.35
All Pedestrians 106 30.8 LOS D 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:36 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Pacific Hwy and Bridge St WE FUT Bunnings + Buss Park
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 320 2.0 0.514 8.9 LOS A 3.9 27.7 0.11 0.85 47.32 T 1793 2.0 0.514 1.4 LOS A 4.0 28.3 0.11 0.10 57.1
Approach 2113 2.0 0.514 2.6 LOS A 4.0 28.3 0.11 0.21 55.4
North: Pacific Hwy8 T 2188 2.0 0.529 1.7 LOS A 4.2 29.9 0.11 0.10 56.89 R 185 2.0 0.354 8.1 LOS A 1.2 8.3 0.13 0.67 47.9
Approach 2374 2.0 0.529 2.2 LOS A 4.2 29.9 0.11 0.14 56.0
West: Bridge10 L 202 2.0 0.301 53.4 LOS D 5.2 36.9 0.91 0.78 22.7
Approach 202 2.0 0.301 53.4 LOS D 5.2 36.9 0.91 0.78 22.7
All Vehicles 4688 2.0 0.529 4.5 LOS A 5.2 36.9 0.14 0.20 52.5
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP1 Across S approach 53 54.2 LOS E 0.2 0.2 0.95 0.95P7 Across W approach 53 7.0 LOS A 0.1 0.1 0.34 0.34
All Pedestrians 106 30.6 LOS D 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 1:31:36 PMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy AM EX
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 151 2.0 0.105 8.2 LOS A 0.4 2.8 0.06 0.61 49.12 T 1455 2.0 0.504 16.3 LOS B 14.1 100.1 0.54 0.48 40.03 R 267 2.0 0.796 49.8 LOS D 10.4 74.0 0.99 0.95 25.4
Approach 1873 2.0 0.796 20.5 LOS B 14.1 100.1 0.57 0.56 37.5
East: Monavale Rd4 L 143 2.0 1.0003 25.6 LOS B 4.6 32.7 0.63 0.72 35.45 T 132 2.0 0.952 82.2 LOS F 9.6 68.3 1.00 1.08 17.56 R 109 2.0 0.797 73.4 LOS F 6.9 49.4 1.00 0.90 20.0
Approach 384 2.0 1.000 58.6 LOS E 9.6 68.3 0.86 0.89 22.6
North: Pacific Hwy7 L 97 2.0 0.053 7.6 X X X X 0.60 49.88 T 2299 2.0 0.995 35.3 LOS C 54.1 384.9 1.00 1.09 29.09 R 497 2.0 1.018 88.3 LOS F 18.9 134.8 1.00 1.03 17.6
Approach 2893 2.0 1.018 43.5 LOS D 54.1 384.9 0.97 1.06 26.4
West: Ryde Rd10 L 338 2.0 1.0003 14.9 LOS B 6.9 49.0 0.59 0.76 42.611 T 14 2.0 1.040 125.4 LOS F 16.1 114.3 1.00 1.26 12.912 R 511 2.0 1.040 133.3 LOS F 16.1 114.3 1.00 1.26 12.9
Approach 862 2.0 1.040 86.8 LOS F 16.1 114.3 0.84 1.06 17.8
All Vehicles 6012 2.0 1.040 43.5 LOS D 54.1 384.9 0.82 0.89 26.7
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 28.0 LOS C 0.1 0.1 0.68 0.68P7 Across W approach 53 22.2 LOS C 0.1 0.1 0.61 0.61
All Pedestrians 106 25.1 LOS C 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 10:53:10 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy PM EX
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 269 2.0 0.223 8.6 LOS A 0.9 6.5 0.07 0.62 48.72 T 1747 2.0 0.931 56.7 LOS E 39.0 277.4 1.00 1.07 22.63 R 338 2.0 0.597 32.7 LOS C 10.3 73.6 0.81 0.85 31.7
Approach 2355 2.0 0.931 47.7 LOS D 39.0 277.4 0.87 0.99 25.2
East: Monavale Rd4 L 123 2.0 0.588 15.2 LOS B 2.5 18.1 0.43 0.68 42.45 T 42 2.0 0.818 68.2 LOS E 5.8 41.1 1.00 0.90 19.86 R 135 2.0 0.818 76.0 LOS F 5.8 41.1 1.00 0.90 19.7
Approach 300 2.0 0.818 50.0 LOS D 5.8 41.1 0.76 0.81 25.3
North: Pacific Hwy7 L 131 2.0 0.071 7.6 X X X X 0.60 49.88 T 1255 2.0 0.966 46.8 LOS D 27.1 193.0 1.00 1.00 25.29 R 720 2.0 0.737 35.9 LOS C 16.4 116.8 0.82 0.82 30.3
Approach 2105 2.0 0.966 40.6 LOS C 27.1 193.0 0.88 0.92 27.6
West: Ryde Rd10 L 269 2.0 1.0003 19.1 LOS B 6.9 49.0 0.57 0.73 39.511 T 232 2.0 0.842 61.3 LOS E 14.7 104.4 1.00 0.95 20.912 R 281 2.0 0.512 59.6 LOS E 7.8 55.2 0.97 0.80 22.8
Approach 782 2.0 1.000 46.2 LOS D 14.7 104.4 0.84 0.82 25.9
All Vehicles 5542 2.0 1.000 44.9 LOS D 39.0 277.4 0.86 0.93 26.2
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 44.2 LOS E 0.2 0.2 0.86 0.86P7 Across W approach 53 36.8 LOS D 0.1 0.1 0.78 0.78
All Pedestrians 106 40.5 LOS E 0.82 0.82
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 10:53:12 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy WE EX
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 244 2.0 0.219 8.3 LOS A 0.8 5.6 0.07 0.62 49.02 T 1280 2.0 0.649 34.1 LOS C 19.3 137.1 0.83 0.72 29.73 R 328 2.0 0.542 29.1 LOS C 8.5 60.6 0.73 0.83 33.5
Approach 1853 2.0 0.649 29.8 LOS C 19.3 137.1 0.71 0.73 32.0
East: Monavale Rd4 L 189 2.0 0.910 20.6 LOS B 4.6 32.6 0.50 0.72 38.55 T 35 2.0 0.474 59.2 LOS E 4.3 30.8 1.00 0.76 21.66 R 112 2.0 0.474 67.0 LOS E 4.3 30.8 1.00 0.77 21.4
Approach 336 2.0 0.910 40.0 LOS C 4.6 32.6 0.72 0.74 28.6
North: Pacific Hwy7 L 99 2.0 0.054 7.6 X X X X 0.60 49.88 T 1483 2.0 1.063 100.8 LOS F 44.3 315.7 1.00 1.32 15.59 R 653 2.0 0.578 28.8 LOS C 11.4 81.1 0.64 0.78 33.6
Approach 2235 2.0 1.063 75.7 LOS F 44.3 315.7 0.85 1.13 19.1
West: Ryde Rd10 L 353 2.0 1.0003 15.7 LOS B 6.9 49.0 0.60 0.76 42.011 T 94 2.0 1.0003 100.7 LOS F 10.0 70.9 1.00 1.14 15.212 R 274 2.0 1.0003 108.7 LOS F 10.0 70.9 1.00 1.14 15.1
Approach 720 2.0 1.000 62.1 LOS E 10.0 70.9 0.80 0.95 22.1
All Vehicles 5143 2.0 1.063 54.9 LOS D 44.3 315.7 0.78 0.93 23.5
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 42.5 LOS E 0.2 0.2 0.84 0.84P7 Across W approach 53 35.3 LOS D 0.1 0.1 0.77 0.77
All Pedestrians 106 38.9 LOS D 0.80 0.80
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Friday, 10 May 2013 10:53:14 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy AM FUT Bunnings - EX config -
Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 151 2.0 0.105 8.2 LOS A 0.4 2.8 0.06 0.61 49.12 T 1471 2.0 0.518 17.2 LOS B 14.8 105.2 0.56 0.50 39.33 R 267 2.0 0.796 49.4 LOS D 10.4 74.0 0.99 0.95 25.6
Approach 1888 2.0 0.796 21.1 LOS B 14.8 105.2 0.58 0.57 37.0
East: Monavale Rd4 L 140 2.0 1.0003 26.6 LOS B 4.6 32.7 0.64 0.72 34.95 T 135 2.0 0.976 90.0 LOS F 10.3 73.5 1.00 1.11 16.46 R 119 2.0 0.866 77.2 LOS F 7.8 55.8 1.00 0.96 19.4
Approach 394 2.0 1.000 63.6 LOS E 10.3 73.5 0.87 0.93 21.5
North: Pacific Hwy7 L 97 2.0 0.053 7.6 X X X X 0.60 49.88 T 2299 2.0 1.016 48.3 LOS D 58.8 418.6 1.00 1.16 24.89 R 497 2.0 1.018 88.3 LOS F 18.9 134.8 1.00 1.03 17.6
Approach 2893 2.0 1.018 53.8 LOS D 58.8 418.6 0.97 1.12 23.5
West: Ryde Rd10 L 341 2.0 0.470 9.0 LOS A 1.4 10.3 0.12 0.64 48.311 T 11 2.0 0.967 63.1 LOS E 11.8 83.7 1.00 0.94 20.512 R 521 2.0 0.967 71.0 LOS F 11.8 83.7 1.00 0.94 20.4
Approach 873 2.0 0.967 46.7 LOS D 11.8 83.7 0.66 0.82 26.4
All Vehicles 6047 2.0 1.018 43.2 LOS D 58.8 418.6 0.80 0.89 26.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 28.7 LOS C 0.1 0.1 0.69 0.69P7 Across W approach 53 22.8 LOS C 0.1 0.1 0.62 0.62
All Pedestrians 106 25.8 LOS C 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:54:55 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy PM FUT Bunnings - EX config -
Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 269 2.0 0.222 8.5 LOS A 0.9 6.5 0.07 0.62 48.82 T 1774 2.0 0.784 31.7 LOS C 28.3 201.1 0.87 0.79 30.73 R 338 2.0 0.587 33.1 LOS C 9.5 67.8 0.81 0.86 31.5
Approach 2381 2.0 0.784 29.3 LOS C 28.3 201.1 0.77 0.78 32.2
East: Monavale Rd4 L 123 2.0 0.525 13.0 LOS A 2.2 15.4 0.37 0.68 44.35 T 42 2.0 0.781 65.9 LOS E 6.2 43.9 1.00 0.88 20.26 R 151 2.0 0.781 73.7 LOS F 6.2 43.9 1.00 0.88 20.1
Approach 316 2.0 0.781 49.0 LOS D 6.2 43.9 0.75 0.80 25.6
North: Pacific Hwy7 L 131 2.0 0.071 7.6 X X X X 0.60 49.88 T 1255 2.0 0.767 26.1 LOS B 19.0 135.2 0.82 0.72 33.49 R 720 2.0 0.761 37.4 LOS C 17.1 121.6 0.85 0.83 29.7
Approach 2105 2.0 0.767 28.8 LOS C 19.0 135.2 0.78 0.75 32.7
West: Ryde Rd10 L 493 2.0 0.563 10.4 LOS A 2.5 17.5 0.20 0.66 46.811 T 8 2.0 0.779 56.3 LOS D 7.1 50.6 1.00 0.82 21.912 R 348 2.0 0.779 64.2 LOS E 7.1 50.6 1.00 0.82 21.8
Approach 849 2.0 0.779 32.9 LOS C 7.1 50.6 0.54 0.73 31.6
All Vehicles 5652 2.0 0.784 30.8 LOS C 28.3 201.1 0.74 0.76 31.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 38.4 LOS D 0.1 0.1 0.80 0.80P7 Across W approach 53 30.8 LOS D 0.1 0.1 0.72 0.72
All Pedestrians 106 34.6 LOS D 0.76 0.76
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:52:04 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy WE FUT Bunnings - EX config -
Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 244 2.0 0.200 8.4 LOS A 0.8 5.6 0.07 0.62 48.92 T 2025 2.0 0.935 52.5 LOS D 45.1 320.9 1.00 1.07 23.63 R 328 2.0 0.580 34.1 LOS C 9.8 69.6 0.81 0.86 31.1
Approach 2598 2.0 0.935 46.0 LOS D 45.1 320.9 0.89 1.00 25.7
East: Monavale Rd4 L 189 2.0 0.972 19.3 LOS B 4.6 32.6 0.54 0.72 39.55 T 35 2.0 0.791 66.2 LOS E 6.2 44.4 1.00 0.89 20.16 R 160 2.0 0.791 74.1 LOS F 6.2 44.4 1.00 0.89 20.0
Approach 384 2.0 0.972 46.3 LOS D 6.2 44.4 0.77 0.80 26.5
North: Pacific Hwy7 L 99 2.0 0.054 7.6 X X X X 0.60 49.88 T 1483 2.0 0.934 34.9 LOS C 29.2 207.8 0.99 0.95 29.29 R 653 2.0 0.668 35.0 LOS C 13.9 99.3 0.77 0.81 30.7
Approach 2235 2.0 0.934 33.7 LOS C 29.2 207.8 0.88 0.90 30.2
West: Ryde Rd10 L 425 2.0 0.469 10.4 LOS A 1.9 13.8 0.16 0.65 46.911 T 21 2.0 0.830 64.0 LOS E 8.9 63.3 1.00 0.92 20.412 R 398 2.0 0.830 73.0 LOS F 8.9 63.4 1.00 0.93 20.1
Approach 844 2.0 0.830 41.2 LOS C 8.9 63.4 0.58 0.79 28.3
All Vehicles 6061 2.0 0.972 40.8 LOS C 45.1 320.9 0.84 0.92 27.6
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 39.2 LOS D 0.1 0.1 0.81 0.81P7 Across W approach 53 32.3 LOS D 0.1 0.1 0.73 0.73
All Pedestrians 106 35.7 LOS D 0.77 0.77
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:52:02 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy AM FUT Bunnings + Buss Park - EX
config - Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 151 2.0 0.105 8.2 LOS A 0.4 2.8 0.06 0.61 49.12 T 1518 2.0 0.544 18.3 LOS B 16.0 114.0 0.59 0.52 38.53 R 267 2.0 0.796 48.9 LOS D 10.4 74.0 0.99 0.94 25.7
Approach 1936 2.0 0.796 21.7 LOS B 16.0 114.0 0.60 0.59 36.6
East: Monavale Rd4 L 142 2.0 1.0003 26.0 LOS B 4.6 32.7 0.63 0.72 35.25 T 133 2.0 0.977 90.5 LOS F 11.6 82.2 1.00 1.13 16.46 R 166 2.0 0.977 98.3 LOS F 11.6 82.2 1.00 1.13 16.3
Approach 441 2.0 1.000 72.7 LOS F 11.6 82.2 0.88 1.00 19.8
North: Pacific Hwy7 L 97 2.0 0.053 7.6 X X X X 0.60 49.88 T 2299 2.0 1.038 64.6 LOS E 63.5 452.1 1.00 1.25 20.99 R 497 2.0 1.018 88.3 LOS F 18.9 134.8 1.00 1.03 17.6
Approach 2893 2.0 1.038 66.8 LOS E 63.5 452.1 0.97 1.19 20.6
West: Ryde Rd10 L 341 2.0 0.473 9.2 LOS A 1.5 10.6 0.12 0.64 48.111 T 11 2.0 0.996 98.7 LOS F 14.8 105.7 1.00 1.18 15.312 R 537 2.0 0.996 106.6 LOS F 14.8 105.7 1.00 1.17 15.4
Approach 888 2.0 0.996 69.1 LOS E 14.8 105.7 0.66 0.97 20.8
All Vehicles 6158 2.0 1.038 53.4 LOS D 63.5 452.1 0.80 0.96 23.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 29.4 LOS C 0.1 0.1 0.70 0.70P7 Across W approach 53 23.4 LOS C 0.1 0.1 0.63 0.63
All Pedestrians 106 26.4 LOS C 0.66 0.66
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:52:00 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy PM FUT Bunnings + Buss Park - EX
config - Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 269 2.0 0.220 8.6 LOS A 0.9 6.4 0.07 0.62 48.72 T 1789 2.0 0.808 34.1 LOS C 29.9 213.0 0.90 0.83 29.63 R 338 2.0 0.599 33.5 LOS C 9.8 69.7 0.83 0.86 31.3
Approach 2397 2.0 0.808 31.1 LOS C 29.9 213.0 0.79 0.81 31.3
East: Monavale Rd4 L 123 2.0 0.546 13.6 LOS A 2.3 16.3 0.39 0.68 43.85 T 42 2.0 0.751 64.0 LOS E 6.6 46.7 1.00 0.86 20.56 R 166 2.0 0.751 71.9 LOS F 6.6 46.7 1.00 0.86 20.4
Approach 332 2.0 0.751 49.2 LOS D 6.6 46.7 0.77 0.80 25.5
North: Pacific Hwy7 L 131 2.0 0.071 7.6 X X X X 0.60 49.88 T 1255 2.0 0.790 27.7 LOS B 19.8 141.2 0.85 0.75 32.59 R 720 2.0 0.786 39.1 LOS C 17.8 126.5 0.88 0.84 29.0
Approach 2105 2.0 0.790 30.4 LOS C 19.8 141.2 0.81 0.77 31.9
West: Ryde Rd10 L 493 2.0 0.563 10.5 LOS A 2.5 17.7 0.21 0.66 46.711 T 8 2.0 0.802 55.2 LOS D 8.0 57.2 1.00 0.83 22.112 R 396 2.0 0.802 63.1 LOS E 8.0 57.2 1.00 0.83 22.1
Approach 897 2.0 0.802 34.1 LOS C 8.0 57.2 0.56 0.74 31.1
All Vehicles 5731 2.0 0.808 32.4 LOS C 29.9 213.0 0.76 0.78 31.1
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 39.2 LOS D 0.1 0.1 0.81 0.81P7 Across W approach 53 31.5 LOS D 0.1 0.1 0.73 0.73
All Pedestrians 106 35.4 LOS D 0.77 0.77
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:51:53 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy WE FUT Bunnings + Buss Park - EX
config - Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 244 2.0 0.200 8.4 LOS A 0.8 5.6 0.07 0.62 48.92 T 2025 2.0 0.935 52.5 LOS D 45.1 320.9 1.00 1.07 23.63 R 328 2.0 0.580 34.1 LOS C 9.8 69.6 0.81 0.86 31.1
Approach 2598 2.0 0.935 46.0 LOS D 45.1 320.9 0.89 1.00 25.7
East: Monavale Rd4 L 189 2.0 0.972 19.3 LOS B 4.6 32.6 0.54 0.72 39.55 T 35 2.0 0.791 66.2 LOS E 6.2 44.4 1.00 0.89 20.16 R 160 2.0 0.791 74.1 LOS F 6.2 44.4 1.00 0.89 20.0
Approach 384 2.0 0.972 46.3 LOS D 6.2 44.4 0.77 0.80 26.5
North: Pacific Hwy7 L 99 2.0 0.054 7.6 X X X X 0.60 49.88 T 1483 2.0 0.934 34.9 LOS C 29.2 207.8 0.99 0.95 29.29 R 653 2.0 0.668 35.0 LOS C 13.9 99.3 0.77 0.81 30.7
Approach 2235 2.0 0.934 33.7 LOS C 29.2 207.8 0.88 0.90 30.2
West: Ryde Rd10 L 425 2.0 0.469 10.4 LOS A 1.9 13.8 0.16 0.65 46.911 T 21 2.0 0.830 55.7 LOS D 8.4 60.1 1.00 0.84 22.112 R 398 2.0 0.830 63.6 LOS E 8.4 60.1 1.00 0.84 22.0
Approach 844 2.0 0.830 36.6 LOS C 8.4 60.1 0.58 0.74 30.0
All Vehicles 6061 2.0 0.972 40.2 LOS C 45.1 320.9 0.84 0.91 27.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 39.2 LOS D 0.1 0.1 0.81 0.81P7 Across W approach 53 32.3 LOS D 0.1 0.1 0.73 0.73
All Pedestrians 106 35.7 LOS D 0.77 0.77
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:51:51 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy AM FUT Bunnings - Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 151 2.0 0.105 8.2 LOS A 0.4 2.8 0.06 0.61 49.12 T 1471 2.0 0.518 17.2 LOS B 14.8 105.2 0.56 0.50 39.33 R 267 2.0 0.796 49.4 LOS D 10.4 74.0 0.99 0.95 25.6
Approach 1888 2.0 0.796 21.1 LOS B 14.8 105.2 0.58 0.57 37.0
East: Monavale Rd4 L 140 2.0 1.0003 26.6 LOS B 4.6 32.7 0.64 0.72 34.95 T 135 2.0 0.976 90.0 LOS F 10.3 73.5 1.00 1.11 16.46 R 119 2.0 0.866 77.2 LOS F 7.8 55.8 1.00 0.96 19.4
Approach 394 2.0 1.000 63.6 LOS E 10.3 73.5 0.87 0.93 21.5
North: Pacific Hwy7 L 97 2.0 0.053 7.6 X X X X 0.60 49.88 T 2299 2.0 1.016 48.3 LOS D 58.8 418.6 1.00 1.16 24.89 R 497 2.0 1.018 88.3 LOS F 18.9 134.8 1.00 1.03 17.6
Approach 2893 2.0 1.018 53.8 LOS D 58.8 418.6 0.97 1.12 23.5
West: Ryde Rd10 L 341 2.0 0.443 8.6 LOS A 1.4 10.3 0.09 0.63 48.711 T 11 2.0 0.967 63.1 LOS E 11.8 83.7 1.00 0.94 20.512 R 521 2.0 0.967 71.0 LOS F 11.8 83.7 1.00 0.94 20.4
Approach 873 2.0 0.967 46.5 LOS D 11.8 83.7 0.64 0.82 26.5
All Vehicles 6047 2.0 1.018 43.2 LOS D 58.8 418.6 0.79 0.89 26.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 28.7 LOS C 0.1 0.1 0.69 0.69P7 Across W approach 53 22.8 LOS C 0.1 0.1 0.62 0.62
All Pedestrians 106 25.8 LOS C 0.65 0.65
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:03:38 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy PM FUT Bunnings - Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 269 2.0 0.222 8.5 LOS A 0.9 6.5 0.07 0.62 48.82 T 1774 2.0 0.784 31.7 LOS C 28.3 201.1 0.87 0.79 30.73 R 338 2.0 0.587 33.1 LOS C 9.5 67.8 0.81 0.86 31.5
Approach 2381 2.0 0.784 29.3 LOS C 28.3 201.1 0.77 0.78 32.2
East: Monavale Rd4 L 123 2.0 0.525 13.0 LOS A 2.2 15.4 0.37 0.68 44.35 T 42 2.0 0.781 65.9 LOS E 6.2 43.9 1.00 0.88 20.26 R 151 2.0 0.781 73.7 LOS F 6.2 43.9 1.00 0.88 20.1
Approach 316 2.0 0.781 49.0 LOS D 6.2 43.9 0.75 0.80 25.6
North: Pacific Hwy7 L 131 2.0 0.071 7.6 X X X X 0.60 49.88 T 1255 2.0 0.767 26.1 LOS B 19.0 135.2 0.82 0.72 33.49 R 720 2.0 0.761 37.4 LOS C 17.1 121.6 0.85 0.83 29.7
Approach 2105 2.0 0.767 28.8 LOS C 19.0 135.2 0.78 0.75 32.7
West: Ryde Rd10 L 493 2.0 0.512 9.1 LOS A 2.5 17.5 0.11 0.63 48.211 T 8 2.0 0.779 56.3 LOS D 7.1 50.6 1.00 0.82 21.912 R 348 2.0 0.779 64.2 LOS E 7.1 50.6 1.00 0.82 21.8
Approach 849 2.0 0.779 32.2 LOS C 7.1 50.6 0.48 0.71 32.0
All Vehicles 5652 2.0 0.784 30.7 LOS C 28.3 201.1 0.73 0.76 31.9
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 38.4 LOS D 0.1 0.1 0.80 0.80P7 Across W approach 53 30.8 LOS D 0.1 0.1 0.72 0.72
All Pedestrians 106 34.6 LOS D 0.76 0.76
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:03:35 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy WE FUT Bunnings - Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 244 2.0 0.200 8.4 LOS A 0.8 5.6 0.07 0.62 48.92 T 2025 2.0 0.935 52.5 LOS D 45.1 320.9 1.00 1.07 23.63 R 328 2.0 0.580 34.1 LOS C 9.8 69.6 0.81 0.86 31.1
Approach 2598 2.0 0.935 46.0 LOS D 45.1 320.9 0.89 1.00 25.7
East: Monavale Rd4 L 189 2.0 0.972 19.3 LOS B 4.6 32.6 0.54 0.72 39.55 T 35 2.0 0.791 66.2 LOS E 6.2 44.4 1.00 0.89 20.16 R 160 2.0 0.791 74.1 LOS F 6.2 44.4 1.00 0.89 20.0
Approach 384 2.0 0.972 46.3 LOS D 6.2 44.4 0.77 0.80 26.5
North: Pacific Hwy7 L 99 2.0 0.054 7.6 X X X X 0.60 49.88 T 1483 2.0 0.934 34.9 LOS C 29.2 207.8 0.99 0.95 29.29 R 653 2.0 0.668 35.0 LOS C 13.9 99.3 0.77 0.81 30.7
Approach 2235 2.0 0.934 33.7 LOS C 29.2 207.8 0.88 0.90 30.2
West: Ryde Rd10 L 425 2.0 0.451 9.3 LOS A 1.9 13.8 0.09 0.63 48.011 T 21 2.0 0.830 55.7 LOS D 8.4 60.1 1.00 0.84 22.112 R 398 2.0 0.830 63.6 LOS E 8.4 60.1 1.00 0.84 22.0
Approach 844 2.0 0.830 36.0 LOS C 8.4 60.1 0.54 0.73 30.3
All Vehicles 6061 2.0 0.972 40.1 LOS C 45.1 320.9 0.83 0.91 27.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 39.2 LOS D 0.1 0.1 0.81 0.81P7 Across W approach 53 32.3 LOS D 0.1 0.1 0.73 0.73
All Pedestrians 106 35.7 LOS D 0.77 0.77
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:03:33 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy AM FUT Bunnings + Buss Park -
Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 151 2.0 0.105 8.2 LOS A 0.4 2.8 0.06 0.61 49.12 T 1518 2.0 0.544 18.3 LOS B 16.0 114.0 0.59 0.52 38.53 R 267 2.0 0.796 48.9 LOS D 10.4 74.0 0.99 0.94 25.7
Approach 1936 2.0 0.796 21.7 LOS B 16.0 114.0 0.60 0.59 36.6
East: Monavale Rd4 L 142 2.0 1.0003 26.0 LOS B 4.6 32.7 0.63 0.72 35.25 T 133 2.0 0.977 90.5 LOS F 11.6 82.2 1.00 1.13 16.46 R 166 2.0 0.977 98.3 LOS F 11.6 82.2 1.00 1.13 16.3
Approach 441 2.0 1.000 72.7 LOS F 11.6 82.2 0.88 1.00 19.8
North: Pacific Hwy7 L 97 2.0 0.053 7.6 X X X X 0.60 49.88 T 2299 2.0 1.038 64.6 LOS E 63.5 452.1 1.00 1.25 20.99 R 497 2.0 1.018 88.3 LOS F 18.9 134.8 1.00 1.03 17.6
Approach 2893 2.0 1.038 66.8 LOS E 63.5 452.1 0.97 1.19 20.6
West: Ryde Rd10 L 341 2.0 0.452 8.8 LOS A 1.5 10.6 0.09 0.63 48.511 T 11 2.0 0.996 72.1 LOS F 12.9 92.2 1.00 0.99 18.912 R 537 2.0 0.996 80.0 LOS F 12.9 92.2 1.00 0.99 18.9
Approach 888 2.0 0.996 52.6 LOS D 12.9 92.2 0.65 0.85 24.7
All Vehicles 6158 2.0 1.038 51.0 LOS D 63.5 452.1 0.80 0.94 24.5
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
3 x = 1.00 due to short lane. Refer to the Lane Summary report for information about excess flow and related conditions.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 29.4 LOS C 0.1 0.1 0.70 0.70P7 Across W approach 53 23.4 LOS C 0.1 0.1 0.63 0.63
All Pedestrians 106 26.4 LOS C 0.66 0.66
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:03:30 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy PM FUT Bunnings + Buss Park -
Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 269 2.0 0.220 8.6 LOS A 0.9 6.4 0.07 0.62 48.72 T 1789 2.0 0.808 34.1 LOS C 29.9 213.0 0.90 0.83 29.63 R 338 2.0 0.599 33.5 LOS C 9.8 69.7 0.83 0.86 31.3
Approach 2397 2.0 0.808 31.1 LOS C 29.9 213.0 0.79 0.81 31.3
East: Monavale Rd4 L 123 2.0 0.546 13.6 LOS A 2.3 16.3 0.39 0.68 43.85 T 42 2.0 0.751 64.0 LOS E 6.6 46.7 1.00 0.86 20.56 R 166 2.0 0.751 71.9 LOS F 6.6 46.7 1.00 0.86 20.4
Approach 332 2.0 0.751 49.2 LOS D 6.6 46.7 0.77 0.80 25.5
North: Pacific Hwy7 L 131 2.0 0.071 7.6 X X X X 0.60 49.88 T 1255 2.0 0.790 27.7 LOS B 19.8 141.2 0.85 0.75 32.59 R 720 2.0 0.786 39.1 LOS C 17.8 126.5 0.88 0.84 29.0
Approach 2105 2.0 0.790 30.4 LOS C 19.8 141.2 0.81 0.77 31.9
West: Ryde Rd10 L 493 2.0 0.514 9.1 LOS A 2.5 17.7 0.11 0.63 48.211 T 8 2.0 0.802 55.2 LOS D 8.0 57.2 1.00 0.83 22.112 R 396 2.0 0.802 63.1 LOS E 8.0 57.2 1.00 0.83 22.1
Approach 897 2.0 0.802 33.4 LOS C 8.0 57.2 0.51 0.72 31.5
All Vehicles 5731 2.0 0.808 32.2 LOS C 29.9 213.0 0.75 0.78 31.1
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 39.2 LOS D 0.1 0.1 0.81 0.81P7 Across W approach 53 31.5 LOS D 0.1 0.1 0.73 0.73
All Pedestrians 106 35.4 LOS D 0.77 0.77
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:03:26 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and Pacific Hwy WE FUT Bunnings + Buss Park -
Platoon
Signals - Fixed Time Cycle Time = 120 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hSouth: Pacific Hwy
1 L 244 2.0 0.200 8.4 LOS A 0.8 5.6 0.07 0.62 48.92 T 2025 2.0 0.935 52.5 LOS D 45.1 320.9 1.00 1.07 23.63 R 328 2.0 0.580 34.1 LOS C 9.8 69.6 0.81 0.86 31.1
Approach 2598 2.0 0.935 46.0 LOS D 45.1 320.9 0.89 1.00 25.7
East: Monavale Rd4 L 189 2.0 0.972 19.3 LOS B 4.6 32.6 0.54 0.72 39.55 T 35 2.0 0.791 66.2 LOS E 6.2 44.4 1.00 0.89 20.16 R 160 2.0 0.791 74.1 LOS F 6.2 44.4 1.00 0.89 20.0
Approach 384 2.0 0.972 46.3 LOS D 6.2 44.4 0.77 0.80 26.5
North: Pacific Hwy7 L 99 2.0 0.054 7.6 X X X X 0.60 49.88 T 1483 2.0 0.934 34.9 LOS C 29.2 207.8 0.99 0.95 29.29 R 653 2.0 0.668 35.0 LOS C 13.9 99.3 0.77 0.81 30.7
Approach 2235 2.0 0.934 33.7 LOS C 29.2 207.8 0.88 0.90 30.2
West: Ryde Rd10 L 425 2.0 0.451 9.3 LOS A 1.9 13.8 0.09 0.63 48.011 T 21 2.0 0.830 55.7 LOS D 8.4 60.1 1.00 0.84 22.112 R 398 2.0 0.830 63.6 LOS E 8.4 60.1 1.00 0.84 22.0
Approach 844 2.0 0.830 36.0 LOS C 8.4 60.1 0.54 0.73 30.3
All Vehicles 6061 2.0 0.972 40.1 LOS C 45.1 320.9 0.83 0.91 27.8
X: Not applicable for Continuous movement.
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP3 Across E approach 53 39.2 LOS D 0.1 0.1 0.81 0.81P7 Across W approach 53 32.3 LOS D 0.1 0.1 0.73 0.73
All Pedestrians 106 35.7 LOS D 0.77 0.77
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:03:24 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and West St AMFUT Bunnings - Signals - double
cycle
Signals - Fixed Time Cycle Time = 60 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hNorth: West St
7 L 225 2.0 0.615 39.1 LOS C 3.5 24.9 1.00 0.82 28.9Approach 225 2.0 0.615 39.1 LOS C 3.5 24.9 1.00 0.82 28.9
West: Ryde Rd10 L 319 2.0 0.667 13.1 LOS A 13.5 96.0 0.59 0.92 45.611 T 2383 2.0 0.667 5.3 LOS A 14.8 105.7 0.60 0.56 49.3
Approach 2702 2.0 0.667 6.2 LOS A 14.8 105.7 0.60 0.60 48.9
All Vehicles 2927 2.0 0.667 8.8 LOS A 14.8 105.7 0.63 0.62 46.4
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP5 Across N approach 53 5.2 LOS A 0.0 0.0 0.42 0.42
All Pedestrians 53 5.2 LOS A 0.42 0.42
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:40:33 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and West St PMFUT Bunnings - Signals - double
cycle
Signals - Fixed Time Cycle Time = 60 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hNorth: West St
7 L 563 2.0 0.769 36.7 LOS C 8.8 62.6 1.00 0.92 29.9Approach 563 2.0 0.769 36.7 LOS C 8.8 62.6 1.00 0.92 29.9
West: Ryde Rd10 L 154 2.0 0.837 24.1 LOS B 26.9 191.5 0.86 1.03 38.111 T 2747 2.0 0.837 15.8 LOS B 27.2 193.6 0.87 0.90 39.4
Approach 2901 2.0 0.837 16.2 LOS B 27.2 193.6 0.87 0.90 39.3
All Vehicles 3464 2.0 0.837 19.6 LOS B 27.2 193.6 0.89 0.91 37.4
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP5 Across N approach 53 8.0 LOS A 0.0 0.0 0.52 0.52
All Pedestrians 53 8.0 LOS A 0.52 0.52
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:38:56 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and West St WEFUT Bunnings - Signals - double
cycle
Signals - Fixed Time Cycle Time = 60 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hNorth: West St
7 L 377 2.0 0.617 35.1 LOS C 5.5 39.2 0.98 0.83 30.5Approach 377 2.0 0.617 35.1 LOS C 5.5 39.2 0.98 0.83 30.5
West: Ryde Rd10 L 135 2.0 0.619 15.2 LOS B 12.9 91.6 0.64 0.94 44.311 T 2131 2.0 0.619 7.1 LOS A 13.4 95.3 0.65 0.59 47.5
Approach 2265 2.0 0.619 7.6 LOS A 13.4 95.3 0.65 0.61 47.3
All Vehicles 2642 2.0 0.619 11.5 LOS A 13.4 95.3 0.69 0.64 43.9
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP5 Across N approach 53 7.0 LOS A 0.0 0.0 0.48 0.48
All Pedestrians 53 7.0 LOS A 0.48 0.48
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:09:11 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and West St AMFUT Bunnings - Signals + Buss
Park - Double cycle
Signals - Fixed Time Cycle Time = 60 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hNorth: West St
7 L 272 2.0 0.636 38.3 LOS C 4.2 29.7 1.00 0.83 29.2Approach 272 2.0 0.636 38.3 LOS C 4.2 29.7 1.00 0.83 29.2
West: Ryde Rd10 L 366 2.0 0.695 13.5 LOS A 14.6 103.9 0.63 0.91 45.211 T 2383 2.0 0.695 6.0 LOS A 16.2 115.1 0.65 0.60 48.5
Approach 2749 2.0 0.695 7.0 LOS A 16.2 115.1 0.64 0.64 48.0
All Vehicles 3021 2.0 0.695 9.8 LOS A 16.2 115.1 0.68 0.66 45.4
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP5 Across N approach 53 5.6 LOS A 0.0 0.0 0.43 0.43
All Pedestrians 53 5.6 LOS A 0.43 0.43
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:10:55 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and West St PMFUT Bunnings - Signals + Buss
Park - Double cycle
Signals - Fixed Time Cycle Time = 60 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hNorth: West St
7 L 704 2.0 0.888 43.8 LOS D 12.8 91.0 1.00 1.05 27.2Approach 704 2.0 0.888 43.8 LOS D 12.8 91.0 1.00 1.05 27.2
West: Ryde Rd10 L 169 2.0 0.865 27.9 LOS B 30.1 214.6 0.91 1.07 35.811 T 2747 2.0 0.865 19.6 LOS B 30.4 216.4 0.91 0.98 36.7
Approach 2917 2.0 0.865 20.1 LOS B 30.4 216.4 0.91 0.99 36.7
All Vehicles 3621 2.0 0.888 24.7 LOS B 30.4 216.4 0.93 1.00 34.4
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP5 Across N approach 53 8.5 LOS A 0.0 0.0 0.53 0.53
All Pedestrians 53 8.5 LOS A 0.53 0.53
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 9:32:33 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE
MOVEMENT SUMMARY Site: Ryde Rd and West St WEFUT Bunnings - Signals + Buss
Park - Double cycle
Signals - Fixed Time Cycle Time = 60 seconds (User-Given Cycle Time)
Movement Performance - Vehicles95% Back of Queue
Mov ID TurnDemand
Flow HVDeg.Satn
AverageDelay
Level ofService
Prop. Queued
Effective Stop Rate
AverageSpeed Vehicles Distance
veh/h % v/c sec veh m per veh km/hNorth: West St
7 L 377 2.0 0.617 35.1 LOS C 5.5 39.2 0.98 0.83 30.5Approach 377 2.0 0.617 35.1 LOS C 5.5 39.2 0.98 0.83 30.5
West: Ryde Rd10 L 135 2.0 0.619 15.2 LOS B 12.9 91.6 0.64 0.94 44.311 T 2131 2.0 0.619 7.1 LOS A 13.4 95.3 0.65 0.59 47.5
Approach 2265 2.0 0.619 7.6 LOS A 13.4 95.3 0.65 0.61 47.3
All Vehicles 2642 2.0 0.619 11.5 LOS A 13.4 95.3 0.69 0.64 43.9
Level of Service (LOS) Method: Delay (RTA NSW). Vehicle movement LOS values are based on average delay per movementIntersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model used.
Movement Performance - PedestriansAverage Back of Queue
Mov ID DescriptionDemand
Flow Average
Delay Level ofService
Prop. Queued
Effective Stop RatePedestrian Distance
ped/h sec ped m per pedP5 Across N approach 53 7.0 LOS A 0.0 0.0 0.48 0.48
All Pedestrians 53 7.0 LOS A 0.48 0.48
Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.
Processed: Monday, 13 May 2013 10:46:15 AMSIDRA INTERSECTION 5.1.13.2093
Copyright © 2000-2011 Akcelik and Associates Pty Ltdwww.sidrasolutions.com
Project: F:\WORK10\10282 - BUNNINGS, PYMBLE\MODELLING\Bunnings Pymble pac ryde with yield slip.sip8000272, TRANSPORT &TRAFFIC PLANNING ASSOCIATES, SINGLE