Acland Street, St Kilda Traffic Redistribution Client: Yarra Trams Project No. 122531 Draft_4 Report 16/09/13 Suite 1, 1 st Floor 132 Upper Heidelberg Road Ivanhoe Vic 3079 PO Box 417 Ivanhoe Vic 3079 Ph: (03) 9490 5900 Fax: (03) 9490 5910 www.trafficworks.com.au
DOCUMENT CONTROL RECORD Document prepared by: Trafficworks Pty Ltd ABN 59 125 488 977 Suite 1, 1 st Floor 132 Upper Heidelberg Rd Ivanhoe Vic 3079 PO Box 417 Ivanhoe Vic 3079 Ph (03) 9490 5900 Fax (03) 9490 5910 www.trafficworks.com.au DISCLAIMER The information contained in this document is intended to be received, used and relied upon by the named addressee or client only for the purpose for which it has been prepared. Trafficworks Pty Ltd does not warrant the accuracy or relevance of the information, including by implication, contained in this document if it is used or relied upon by any person other than the named addressee or client. Copying, reproduction including by electronic means, unauthorised use or disclosure of this document is prohibited except with the express written authorisation of Trafficworks Pty Ltd. Document Control Report Title Project Number 122531 Client Client Contact Rev Date Issued Acland Street, St Kilda, Traffic Redistribution Yarra Trams John Christou Revision Details / Status Prepared by Authorised by Draft 07/08/13 Draft Ali Abdou / Alison Corcoran Paul Mihailidis Draft_1 29/08/13 Yarra Trams comments Ali Abdou / Alison Corcoran Ali Abdou Draft_2 12/09/13 CoPP & Yarra Trams comments from meeting Ali Abdou / Alison Corcoran Ali Abdou Draft_3 13/09/13 CoPP comments Alison Corcoran Ali Abdou Draft_4 16/09/13 PTV comments Alison Corcoran Ali Abdou 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
EXECUTIVE SUMMARY Trafficworks has been engaged by Yarra Trams to undertake traffic redistribution and assess the likely impact of the proposed changes to traffic conditions of Acland Street, St Kilda on the surrounding road network. This report outlines the traffic distribution model used to redistribute the existing traffic for the proposed changes to traffic conditions on Acland Street. It also outlines the operation of the key intersections at Barkly Street / Carlisle Street and Barkly Street / Blessington Street for existing conditions and the anticipated operation of the intersections for 4 different options, 3 of which included closing Acland Street to traffic and 1 maintained traffic north to south. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
TABLE OF CONTENTS 1 INTRODUCTION... 1 1.1 Existing Conditions... 1 1.2 Existing Traffic Volumes... 2 2 OPTIONS... 5 3 ASSESSMENT... 6 3.1 Assumptions for Traffic Redistribution... 6 3.2 Traffic Redistribution Volumes... 6 3.3 Local Road Capacity... 6 3.4 Crash History... 9 3.5 Key Observations... 9 3.6 Impact on Barkly Street Intersections... 9 3.7 Public Transport - Trams... 13 3.8 Mitigating Measures to reduce Average Tram Delay... 14 ATTACHMENT A EXISTING TRAFFIC VOLUMES ATTACHMENT B SIDRA RESULT FOR EXISTING CONDITIONS ATTACHMENT C LAYOUT OPTIONS 1 4 ATTACHMENT D DISTRIUBUTION ASSUMPTIONS ATTACHMENT E OPTIONS 1-4 REDISTRIBUTED TRAFFIC VOLUMES ATTACHMENT F SIDRA RESULT FOR OPTIONS 1 4 ATTACHMENT G SIDRA RESULT FOR ALTERNATIVE OPTIONS 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
1 INTRODUCTION Trafficworks has been engaged by Yarra Trams to undertake traffic redistribution and assess the likely impact of the proposed changes to traffic conditions of Acland Street, St Kilda on the surrounding road network. This report outlines the traffic distribution model used to redistribute the existing traffic for the proposed changes to traffic conditions on Acland Street. It also outlines the operation of the key intersections at Barkly Street / Carlisle Street and Barkly Street / Blessington Street for existing conditions and the anticipated operation of the intersections for 4 different options, 3 of which included closing Acland Street to traffic and 1 maintained traffic north to south. 1.1 Existing Conditions Acland Street between The Esplanade / Carlisle Street and Barkly Street is a two-lane two-way local road with indented kerbside parallel parking on both sides of the road. Acland Street from building line to building line is one level. The land use along Acland Street is predominantly commercial and retail with some residential. Other attractions in the area include Luna Park and St Kilda Beach. Tram route 96 utilities Acland Street and operates between East Brunswick and St Kilda Beach via North Fitzroy, Carlton, the City and South Melbourne. The posted speed limit on Acland Street is 30km/h. Figure 1 Location Plan (reproduced with permission from Melway Publishing Pty Ltd) SUBJECT SITES 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 1
1.2 Existing Traffic Volumes The existing traffic volumes at multiple intersections in the surrounding network were surveyed on Thursday 6 December 2012 and Saturday 8 December 2012 (this was a 35 degree day). The peak hour periods were determined to be: Thursday AM 8:00am 9:00am Thursday PM 5:15pm 6:15pm Saturday PM 5:00pm 6:00pm Refer to Attachment A for existing volumes at each peak period. SIDRA software (Signalised and Unsignalised Intersection Design and Research Aid) was used to model the existing performance of the key major intersections of Barkly Street / Carlisle Street and Barkly Street / Blessington Street. The Degree of Saturation (DOS) and corresponding intersection operation can be seen in Table 1. Degree of Saturation (DOS) Table 1: Degree of Saturation and Intersection Operation Intersection Operation Less than 0.60 Excellent operating conditions, minimal delays 0.60 0.70 Very good operating conditions, minimal delays 0.70 0.80 Good operating conditions, delays and queuing increasing 0.80 0.90 0.90 0.95 Above 0.95 Acceptable operating conditions, delays and queues growing. Any interruption to flow such as minor incidents causes increasing delays Poor operating conditions, flows starting to breakdown and queues and delays increase rapidly. Very poor operating conditions with queues and delays increasing rapidly. Once queues develop it takes a significant time for queues to dissipate resulting in long delays to traffic movements The result of this analysis can be seen in Table 2 and Table 3. Refer Attachment B for detailed SIDRA outputs. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 2
Table 2: Existing Conditions SIDRA results Barkly Street / Carlisle Street Intersection Existing Conditions Intersection Approach DOS 95% Queue (m) Average Delay (sec) Thursday AM Peak (8:00AM - 9:00AM) Thursday PM Peak Saturday PM Peak (5:15PM - 6:15PM) (5:00PM - 6:00PM) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) 0.639 139.3 23.2 0.662 132.0 29.5 0.476 68.8 24.6 0.330 48.9 23.9 0.505 66.5 22.1 0.469 87.1 31.2 0.765 180.1 23.3 0.396 63.4 28.3 0.685 115.3 24.0 0.426 79.7 29.0 0.707 126.8 24.6 0.521 82.1 27.3 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 3
Table 3: Existing Conditions SIDRA results Barkly Street / Blessington Street Intersection Existing Conditions Intersection Approach DOS 95% Queue (m) Average Delay (sec) Thursday AM Peak (8:00AM - 9:00AM) Thursday PM Peak Saturday PM Peak (5:15PM - 6:15PM) (5:00PM - 6:00PM) Barky Street (South Approach) Mitford Street (South East Approach) Barkly Street (North Approach) Blessington Street (South West Approach) Barky Street (South Approach) Mitford Street (South East Approach) Barkly Street (North Approach) Blessington Street (South West Approach) Barky Street (South Approach) Mitford Street (South East Approach) Barkly Street (North Approach) Blessington Street (South West Approach) 0.657 84.1 18.1 0.678 84.0 31.0 0.235 35.0 15.9 0.091 11.1 25.8 0.153 20.7 11.1 0.438 31.3 38.7 0.632 123.9 13.2 0.287 28.8 35.8 0.198 27.6 9.4 0.176 17.0 36.0 0.342 54.3 9.0 0.262 26.0 35.7 The Barkly Street / Carlisle Street and Barkly Street / Blessington Street intersections operate under capacity for the existing conditions. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 4
2 OPTIONS It is proposed to close Acland Street to vehicular traffic (with the exception of trams) and create a pedestrian plaza and public realm for use only by pedestrians, cyclists and trams (with limited use by service and delivery vehicles). Four different options with varied road configurations have been considered to determine the impact of implementing the changed traffic conditions. Refer Attachment C for detailed layouts. Option 1 Option 2 Option 3 Option 4 o Acland Street closed between Belford Barkly Streets and Shakespeare Grove Irwell Street. o Acland Street one-way operation (eastbound) between Irwell Belford Streets. o Shakespeare Grove one-way operation (northbound) between Chaucer Acland Streets. o Belford Street East off-street car park to have two-way circulation internally only. o Acland Street closed to north-west bound traffic between Barkly Street and Shakespeare Grove, but remains open to south-east bound traffic along this length. o Shakespeare Grove one-way operation (northbound) between Chaucer Acland Streets. o Belford Street East off-street car park to have two-way circulation internally only. o Acland Street closed between Shakespeare Grove Barkly Street. o Shakespeare Grove one-way operation (northbound) between Chaucer Acland Streets. o Belford Street East off-street car park to have two-way circulation internally only. o Acland Street closed between Belford Barkly Streets. o Acland Street one-way operation (eastbound) between Belford Irwell Streets. o Acland Street two-way operation between Irwell Street Shakespeare Grove. o Shakespeare Grove one way operation (northbound) between Chaucer Acland Streets. o Belford Street East off-street car park to have two-way circulation, including left turn in from both Irwell Street and Belford Street. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 5
3 ASSESSMENT 3.1 Assumptions for Traffic Redistribution In order to redistribute the existing traffic volumes using Acland Street, a number of assumptions were made regarding the movement of traffic through the surrounding network as a result of the proposed changed traffic conditions. These assumptions can be altered within the spread sheet network model if required. The assumptions take into consideration outputs obtained from parking surveys (occupancy surveys and duration surveys), traffic movement surveys and volume splits based upon City of Port Phillip traffic data. Previous studies have shown an approximately 20-30% reduction in traffic volumes when road conditions change. Therefore, due to the proposed changed traffic conditions, it has been assumed that a 20% reduction will apply to traffic travelling through or crossing Acland Street. It is assumed this will occur at the following intersections, directly connected with Acland Street: Carlisle Street / Acland Street Barkly Street / Acland Street Shakespeare Grove / Albert Street / Acland Street Irwell Street / Acland Street Belford Street / Acland Street This reduction in traffic volumes will occur due to: Limiting through-traffic permitted along Acland Street; Users parking on the outskirts of the area and walking to the desired destination within the Acland Street precinct; and Users utilising alternative modes of transport (i.e. trams, buses, bicycles). In addition, other assumptions were made in relation to the existing traffic using the study area for each of the four options. Refer to Attachment D for distribution assumptions. 3.2 Traffic Redistribution Volumes Based on the assumptions discussed above, the traffic distribution volumes were determined. Refer to Attachment E for the redistributed traffic volumes for each of the options. 3.3 Local Road Capacity Due to the Acland Street changed traffic conditions, additional traffic volumes will be redistributed onto the immediate local road network. City of Port Phillip specifies that best practice indicates that a road that functions as a local road has capacity to carry between 500 to 3000 vehicles per day (vpd). According to the City of Port Phillip, the peak hour volume is approximately 14% of the daily traffic volume. An assessment of the impacted local roads was 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 6
undertaken to check that traffic volumes are unlikely to exceed the 3000vpd capacity. Table 4 below summarises the likely traffic volumes on each of the impacted local roads (based on the assumptions in Attachment D). Road Table 4: Anticipated Traffic Volumes on Local Roads due to Redistribution Typical Road 24 Hour Function Volume (vpd) Peak Hour Volume (vph) 24 Hour Volume (vpd) Thursday Thursday Saturday Thursday Thursday Saturday AM Peak PM Peak PM Peak AM Peak PM Peak PM Peak Blessington Street Local Street 194 194 354 1386 1386 2529 Existing Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 234 223 250 1671 1593 1786 388 285 350 2771 2036 2500 Blessington Street Local Street 278 239 398 1986 1707 2843 Option 1 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 314 259 287 2243 1850 2050 115 144 197 821 1029 1407 Blessington Street Local Street 273 230 391 1950 1643 2793 Option 2 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 314 259 287 2243 1850 2050 115 144 197 821 1029 1407 Blessington Street Local Street 278 239 398 1986 1707 2843 Option 3 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 314 259 287 2243 1850 2050 115 144 197 821 1029 1407 Blessington Street Local Street 278 338 398 1986 2414 2843 Option 4 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 314 259 287 2243 1850 2050 115 144 197 821 1029 1407 The assessment revealed that the redistributed traffic volumes on local roads, for each of the options, are unlikely to exceed the local street 24-hour volume capacity. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 7
Table 5 below summarises the likely traffic volumes on each of the impacted local roads assuming the distribution of traffic turning left onto Acland Street from Barkly Street would change from initial assumptions (70% turning left onto Carlisle Street and 30% turning left onto Blessington Street). The modified distribution assumes a change to 60% and 40% respectively. Road Table 5: Anticipated Traffic Volumes on Local Roads due to Modified Redistribution Typical Road 24 Hour Function Volume (vpd) Peak Hour Volume (vph) 24 Hour Volume (vpd) Thursday Thursday Saturday Thursday Thursday Saturday AM Peak PM Peak PM Peak AM Peak PM Peak PM Peak Blessington Street Local Street 194 194 354 1386 1386 2529 Existing Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 234 223 250 1671 1593 1786 388 285 350 2771 2036 2500 Blessington Street Local Street 302 246 406 2157 1757 2900 Option 1 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 337 266 295 2407 1900 2107 120 146 199 857 1043 1421 Blessington Street Local Street 298 237 399 2129 1693 2850 Option 2 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 337 266 295 2407 1900 2107 120 146 199 857 1043 1421 Blessington Street Local Street 302 246 406 2157 1757 2900 Option 3 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 337 266 295 2407 1900 2107 120 146 199 857 1043 1421 Blessington Street Local Street 302 246 406 2157 1757 2900 Option 4 Chaucer Street Shakespeare Grove Local Street Local Street 500-3000 337 266 295 2407 1900 2107 120 146 199 857 1043 1421 The assessment for the modified redistribution also revealed that the redistributed traffic volumes on local roads, for each of the options, are unlikely to exceed the local street 24-hour volume capacity. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 8
3.4 Crash History The traffic redistribution significantly increased the number of vehicles at the intersection of Barkly Street / Belford Street, especially in regard to the number of vehicles attempting to turn right onto Barkly Street. This intersection is in close proximity to the intersection of Barkly Street / Carlisle Street. The VicRoads Crashstats database details all injury crashes on roads throughout Victoria. Scrutiny of these records indicates that two casualty crashes have occurred at the intersection of Belford Street / Barkly Street in the last five year period that data is available for (1/07/2007 30/06/2012). Both casualty crashes involved a pedestrian being hit by a vehicle and resulted in serious injury. One crash occurred as a result of a vehicle turning right from Belford Street. 3.5 Key Observations The redistribution of traffic for each of the options has resulted in a change in traffic volumes; movements either increased, decreased or were unchanged in the peak hour. Belford Street / Barkly Street The intersection of Barkly Street / Belford Street will be impacted due to the changed traffic conditions of Acland Street, in all options, where traffic within the Belford Street parking area will be required to exit at this location. This has resulted in an increase in right turn movements onto Barkly Street of between 7-58 vehicles and additional left turn movements of between 6 86 vehicles. However, due to its close proximity to the Barkly Street / Carlisle Street signalised intersection, these turns could occur in the shadow of movements occurring at the intersection of Carlisle and Barkly Street. An existing keep clear pavement marking will also provide an opportunity for vehicles exiting Belford Street when traffic on Barkly Street is queued at the traffic signals. Carlisle / Irwell Street The intersection of Carlisle Street / Irwell Street will be impacted due impacted due to the changed traffic conditions of Acland Street, in all options. However in Option 2 no additional vehicles will be required to perform a right turn movement, hence this option is unlikely increase delay to eastbound trams at this intersection. In Options 1, 3 and 4 there is an increase in right turn movements onto Irwell Street of between 13-47 vehicles. 3.6 Impact on Barkly Street t Intersections SIDRA software (Signalised and Unsignalised Intersection Design and Research Aid) was used to estimate the future performance of the key intersections of Barkly Street / Carlisle Street and Barkly Street / Blessington Street / Mitford Street. A summary of the results are shown in Tables 6 and 7. Refer to Attachments F for detailed SIDRA outputs. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 9
Table 6: Post Development Peak Hour SIDRA Results for Barkly Street / Carlisle Street Intersection Approach DOS Option 1 Option 2 Option 3 Option 4 95% Average 95% Average 95% Average 95% Queue Delay DOS Queue Delay DOS Queue Delay DOS Queue (m) (sec) (m) (sec) (m) (sec) (m) Average Delay (sec) Thursday AM Peak (8:00AM - 9:00AM) Thursday PM Peak (5:15PM - 6:15PM) Saturday PM Peak (5:00PM - 6:00PM) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) 0.893 263.5 34.3 0.891 261.4 34.0 0.893 263.5 34.3 0.823 205.9 28.7 0.881 143.7 38.1 0.662 132.0 29.5 0.881 143.7 38.1 0.831 144.1 35.8 0.899 68.8 31.7 0.896 68.8 31.7 0.899 68.8 31.7 0.785 68.8 28.8 0.579 54.5 30.2 0.330 48.9 23.9 0.579 54.5 30.2 0.501 51.6 28.9 0.520 75.4 23.1 0.520 75.4 23.1 0.520 75.4 23.1 0.518 71.1 23.0 0.543 105.4 33.8 0.469 87.1 31.2 0.543 105.4 33.8 0.511 97.3 32.7 0.787 188.1 24.4 0.786 188.0 24.4 0.787 188.1 24.4 0.784 187.0 24.2 0.760 80.4 37.8 0.396 63.4 28.3 0.760 80.4 37.8 0.617 74.5 33.1 0.831 162.3 29.8 0.830 161.8 29.7 0.831 162.3 29.8 0.787 143.1 27.0 0.571 116.7 32.5 0.426 79.7 29.0 0.565 115.0 32.4 0.575 117.6 32.4 0.789 127.2 28.6 0.787 127.1 28.5 0.789 127.2 28.6 0.742 127.2 27.5 1.442 475.2 324.8 0.521 82.1 27.3 1.336 375.8 238.0 1.258 326.1 199.2 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 10
Table 7: Post Development Peak Hour SIDRA Results for Barkly Street / Blessington Street / Mitford Street Intersection Approach DOS Option 1 Option 2 Option 3 Option 4 95% Average 95% Average 95% Average 95% Queue Delay DOS Queue Delay DOS Queue Delay DOS Queue (m) (sec) (m) (sec) (m) (sec) (m) Average Delay (sec) Barky Street (South Approach) 0.794 111.0 24.9 0.790 110.0 24.6 0.794 111.0 24.9 0.794 110.9 24.9 Thursday AM Peak (8:00AM - 9:00AM) Mitford Street (South East Approach) Barkly Street (North Approach) Blessington Street (South West Approach) 0.678 84.0 31.0 0.678 84.0 31.0 0.678 84.0 31.0 0.678 84.0 31.0 0.294 45.4 16.9 0.259 39.2 16.7 0.294 45.4 16.9 0.292 45.1 16.9 0.091 11.1 25.8 0.091 11.1 25.8 0.091 11.1 25.8 0.091 11.1 25.8 Barky Street (South Approach) 0.205 28.5 13.5 0.162 21.5 11.3 0.205 28.5 13.5 0.196 26.9 13.6 Thursday PM Peak (5:15PM - 6:15PM) Mitford Street (South East Approach) Barkly Street (North Approach) Blessington Street (South West Approach) 0.438 31.3 38.7 0.438 31.3 38.7 0.438 31.3 38.7 0.438 31.3 38.7 0.886 282.6 29.2 0.631 123.5 12.7 0.886 282.6 29.2 0.821 210.8 21.5 0.287 28.8 35.8 0.287 28.8 35.8 0.287 28.8 35.8 0.287 28.8 35.8 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 11
Intersection Approach DOS Option 1 Option 2 Option 3 Option 4 95% Average 95% Average 95% Average 95% Queue Delay DOS Queue Delay DOS Queue Delay DOS Queue (m) (sec) (m) (sec) (m) (sec) (m) Average Delay (sec) Barky Street (South Approach) 0.216 29.9 10.2 0.211 29.1 9.7 0.216 29.9 10.2 0.215 29.8 10.2 Saturday PM Peak (5:00PM - 6:00PM) Mitford Street (South East Approach) Barkly Street (North Approach) Blessington Street (South West Approach) 0.176 17.0 36.0 0.176 17.0 36.0 0.176 17.0 36.0 0.176 17.0 36.0 0.407 68.2 9.8 0.354 56.9 9.2 0.407 68.2 9.8 0.401 66.8 9.7 0.262 26.0 35.7 0.262 26.0 35.7 0.262 26.0 35.7 0.262 26.0 35.7 SIDRA results revealed that the intersection of Barkly Street / Carlisle Street operated under capacity for the Thursday peak periods in all options. This intersection reached capacity during the Saturday peak period for options 1, 3 and 4. SIDRA results revealed that the intersection of Barkly Street / Blessington Street operated under capacity for all peak periods. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 12
3.7 Public Transport - Trams The impact that the changed traffic conditions may have on tram operation along Carlisle Street, in particular on the west approach, can be estimated using the SIDRA analysis results obtained for the Barkly Street / Carlisle Street intersection. The SIDRA analysis cannot model tram delay specifically and therefore, the delay for trams was estimated based on a tram arriving at the back of the traffic queue and proceeding through the intersection. The delay to eastbound trams along Carlisle Street can be estimated using the average delay to vehicles on the west approach of the intersection. The additional delay to vehicles and trams when compared to the existing delay is summarised in Table 8. Table 8: Additional Average Delay to eastbound vehicles/trams when compared to existing conditions Time Period Existing Delay (sec) Additional Average Delay (sec) Option 1 Option 2 Option 3 Option 4 Thursday AM (8:00 9:00) Thursday PM (5:15 6:15) Saturday PM (5:00 6:00) 23.9 + 6.3 0 + 6.3 + 5.0 28.3 + 9.5 0 + 9.5 + 4.8 27.3 + 297.5 0 + 210.7 + 171.9 The results show that for Options 1, 3 and 4 the average delay for vehicles / trams on the Carlisle Street west approach increases slightly on a Thursday, but significantly increases on a Saturday. Option 2 results in no change to vehicle / tram delay on Carlisle Street. Clearway restrictions apply during the weekday peak periods. The increased average delay experienced on Saturday compared to a weekday (in this case a Thursday) could be attributed to the non-implementation of clearways along Barkly Street on a Saturday. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 13
3.8 Mitigating Measures to reduce Average Tram Delay To reduce the delay likely to be experienced by vehicles / trams on the Carlisle Street west approach, a number of mitigating measures were assessed. 3.8.1 Right Turn Ban on East Approach of Carlisle Street To reduce the delay likely to be experienced by vehicles / trams on the Carlisle Street west approach, a restriction of the east to north right turn movement during the Saturday Peak period was considered and analysed to establish the impact on average tram / vehicle delays. Assessing the overall network demonstrates that right turners at the intersection of Barkly Street / Carlisle Street would have opportunities to turn right prior to this intersection. These locations include: Arterial Road traffic may utilise St Kilda Road to travel north; and Local road traffic may utilise Greeves Street/Vale Street and Inkerman Street to access Barkly Street. This option was analysed using SIDRA to estimate the future performance of the Barkly Street / Carlisle Street intersection under this altered condition. A summary of the results are shown in Tables 9 and 10. Refer to Attachments G for detailed SIDRA outputs. Table 9: SIDRA results for the Restriction of the east to north right turn movement at Barkly Street / Carlisle Street Intersection Approach Option 1 - Right Turn Ban East Approach 95% Average DOS Queue Delay (m) (sec) Option 3 - Right Turn Ban East Approach 95% Average DOS Queue Delay (m) (sec) Option 4 - Right Turn Ban East Approach 95% Average DOS Queue Delay (m) (sec) Saturday PM Peak (5:00PM - 6:00PM) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) 0.831 162.3 29.8 0.831 162.3 29.8 0.787 143.1 27.0 0.293 53.2 23.9 0.293 53.2 23.9 0.293 53.2 23.9 0.789 127.2 28.6 0.789 127.2 28.6 0.742 127.2 27.5 0.792 125.2 34.0 0.792 125.2 34.0 0.717 106.9 30.1 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 14
Table 10: Additional average delay to eastbound vehicles/trams with the restriction right turn movement Existing Delay Additional Average Delay (sec) Time Period (sec) Option 1 Option 3 Option 4 Saturday PM (5:00 6:00) 27.3 + 6.7 + 6.7 + 2.8 The results show that for all options the average delay for vehicles / trams on the Carlisle Street west approach increases slightly, however is significantly less than would have occurred without the right turn restriction. This right turn restriction is likely to increase the occurrence of acceptable gaps in the eastbound traffic to allow west to south right turning traffic to undertake the manoeuvre, hence reducing delay for trams. This right turn restriction would only apply during the peak period on Saturday, applied through the use of an LED electronic sign. 3.8.2 Exclusive Right Turn Lane on West Approach of Carlisle Street To reduce the delay likely to be experienced by vehicles / trams on the Carlisle Street west approach, the combined through and right turn lane would be converted to an exclusive right turn lane (trams excepted). The left lane would then become a left and through lane. This was analysed during the Saturday Peak period to establish the impact on average tram / vehicle delays. A summary of the results are shown in Tables 11 and 12. Refer to Attachments G for detailed SIDRA outputs. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 15
Table 11: SIDRA results for the Exclusive Right Turn Lane on the Carlisle Street west approach Intersection Approach Option 1 - Exclusive Right Turn Short Lane on West Approach 95% Average DOS Queue Delay (m) (sec) Option 2 - Exclusive Right Turn Short Lane on West Approach 95% Average DOS Queue Delay (m) (sec) Option 3 - Exclusive Right Turn Short Lane on West Approach 95% Average DOS Queue Delay (m) (sec) Option 4 - Exclusive Right Turn Short Lane on West Approach 95% Average DOS Queue Delay (m) (sec) Saturday PM Peak (5:00PM - 6:00PM) Barky Street (South Approach) Carlisle Street (East Approach) Barkly Street (North Approach) Carlisle Street (West Approach) 0.831 162.3 29.8 0.830 161.8 29.7 0.831 162.3 29.8 0.787 143.1 27.0 0.473 91.2 30.6 0.472 90.8 30.6 0.473 91.2 30.6 0.472 91.0 30.6 0.789 127.2 28.6 0.787 127.1 28.5 0.789 127.2 28.6 0.742 127.2 27.5 0.649 122.8 31.2 0.603 121.3 29.1 0.649 122.8 31.2 0.635 122.0 30.6 Time Period Saturday PM (5:00 6:00) Table 12: Additional average delay to eastbound vehicles/trams with the exclusive right turn lane Existing Delay Additional Average Delay (sec) (sec) Option 1 Option 2 Option 3 Option 4 27.3 +3.9 +1.8 +3.9 +3.3 The results show that for all options the average delay for vehicles / trams on the Carlisle Street west approach increases slightly, however is significantly less than would have occurred without the modified layout. Furthermore this option results in less delay to vehicles / trams than the right turn ban assessed in section 3.8.1 above. 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013 16
ATTACHMENT A EXISTING TRAFFIC VOLUMES 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Existing Thursday AM Peak 0 11 3 80 7 0 5 33 258 2 0 0 0 22 2 31 18 1 12 29 3 2 21 268 464 19 1 1 85 3 362 15 158 28 29 4 167 44 2 3 1 1 12 194 6 84 1 0 398 5 5 20 2 66 278 32 7 54 249 1 9 204 433 12 1 8 50 1 68 3 38 899 50 7 29 1 Carlisle St Carlisle St 22 336 2 19 0 1 968 35 5 94 275 14 0 19 27 266 4 32 2 61 304 919 2 31 1 2 85 9 5 111 302 2 0 3 0 0 27 304 17 3 3 48 123 6 2 20 174 5 101 17 0 9 314 2 1 43 0 12 327 3 0 3 100 1 10 1 5 70 649 53 60 1 7 1 LEGEND Light Vehicles Heavy Vehicles Light Heavy
Existing Thursday PM Peak 0 16 1 222 11 0 0 116 119 0 0 0 0 67 0 30 20 8 18 34 4 2 8 304 455 4 0 9 51 0 304 3 89 11 37 1 201 126 0 1 0 0 7 227 0 235 0 0 207 1 0 9 0 153 1079 111 0 76 103 3 4 209 289 2 1 23 122 1 116 0 43 305 59 2 10 2 Carlisle St Carlisle St 11 1224 0 54 0 14 353 14 7 130 141 7 0 14 50 1141 0 58 0 239 98 291 0 12 0 0 49 50 5 273 114 0 1 11 1 0 102 1102 54 10 1 88 0 24 116 1 0 6 55 1 6 0 LEGEND 7 135 131 11 8 14 213 20 44 0 2 0 Light Vehicles Heavy Vehicles Light Heavy 0 62 77 0 266 48 1 4 135 0
Existing Saturday PM Peak 0 13 0 231 13 0 1 116 179 1 0 0 0 59 0 29 35 12 18 31 2 2 3 426 520 3 0 8 47 0 380 2 91 25 47 1 188 121 2 0 1 0 10 340 1 180 0 14 238 0 1 7 2 136 529 64 0 144 74 0 3 280 313 1 0 24 114 0 68 3 65 503 120 2 8 0 Carlisle St Carlisle St 7 667 0 54 0 6 634 10 8 182 154 6 0 6 53 599 1 111 0 109 100 480 0 8 0 0 39 44 1 272 209 1 1 7 0 0 50 654 13 3 1 79 0 22 34 0 0 6 64 1 7 0 6 117 136 10 0 73 121 1 244 48 0 6 204 1 6 24 331 31 202 0 3 0 LEGEND Light Vehicles Heavy Vehicles Light Heavy
ATTACHMENT B SIDRA RESULT FOR EXISTING CONDITIONS 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
MOVEMENT SUMMARY Site:Barkly St & Carlisle St -Existing Thu AM Barkly St & Carlisle St -Traffic Signals Signals - Fixed Time Cycle Time = 100 seconds (User-Given Phase Times) Movement Performance - Vehicles Mov OD Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Average ID Mov Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh m per veh km/h South: Barkly St (South Approach) 1 L2 47 15.6 0.616 31.6 LOS C 19.2 139.3 0.82 0.75 27.9 2 T1 977 3.1 0.616 22.2 LOS C 19.2 139.3 0.81 0.73 28.2 3 R2 54 2.0 0.137 33.4 LOS C 1.8 12.9 0.72 0.75 24.6 Approach 1078 3.6 0.639 23.2 LOS C 19.2 139.3 0.81 0.73 28.0 East: Carlisle St (East Approach) 4 L2 54 2.0 0.662 32.8 LOS C 18.4 132.0 0.83 0.75 33.9 5 T1 468 2.7 0.662 24.0 LOS C 18.4 132.0 0.83 0.76 33.5 6 R2 263 0.4 0.662 38.6 LOS D 12.3 86.4 0.90 0.84 29.4 Approach 785 1.9 0.662 29.5 LOS C 18.4 132.0 0.85 0.79 32.0 North: Barkly St (North Approach) 7 L2 36 5.9 0.071 27.0 LOS C 1.6 11.5 0.62 0.66 31.8 8 T1 314 6.7 0.350 19.1 LOS B 9.3 68.8 0.69 0.60 33.3 9 R2 75 7.0 0.476 46.8 LOS D 3.4 24.9 0.90 0.79 22.5 Approach 424 6.7 0.476 24.6 LOS C 9.3 68.8 0.72 0.64 30.6 West: Carlisle St (West Approach) 10 L2 64 11.5 0.132 28.8 LOS C 2.7 22.0 0.66 0.68 27.2 11 T1 224 4.2 0.330 22.2 LOS C 7.0 48.9 0.72 0.63 27.8 12 R2 9 11.1 0.330 31.5 LOS C 7.0 48.9 0.73 0.63 27.9 Approach 298 6.0 0.330 23.9 LOS C 7.0 48.9 0.71 0.64 27.7 All Vehicles 2585 3.9 0.662 25.4 LOS C 19.2 139.3 0.79 0.72 29.9 Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians Mov ID Description Demand Average Level of Average Back of Queue Prop. Effective Flow Delay Service Pedestrian Distance Queued Stop Rate ped/h sec ped m per ped P1 South Full Crossing 53 24.6 LOS C 0.1 0.1 0.70 0.70 P2 East Full Crossing 53 21.2 LOS C 0.1 0.1 0.65 0.65 P3 North Full Crossing 53 24.6 LOS C 0.1 0.1 0.70 0.70 P4 West Full Crossing 53 21.2 LOS C 0.1 0.1 0.65 0.65 All Pedestrians 211 22.9 LOS C 0.68 0.68 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: Thursday, 29 August 201310:54:33 AM Copyright 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: T:\1213 Jobs\122531\Analysis\Analysis 130829.sip6 8000785, TRAFFICWORKS PTY LTD, PLUS / 1PC
MOVEMENT SUMMARY Site:Barkly St & Carlisle St -Existing Thu PM Barkly St & Carlisle St -Traffic Signals Signals - Fixed Time Cycle Time = 100 seconds (User-Given Phase Times) Movement Performance - Vehicles Mov OD Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Average ID Mov Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh m per veh km/h South: Barkly St (South Approach) 1 L2 47 4.4 0.076 24.6 LOS C 1.7 12.4 0.58 0.68 30.2 2 T1 332 3.2 0.335 16.5 LOS B 9.3 66.5 0.65 0.57 32.4 3 R2 64 3.3 0.505 49.3 LOS D 3.0 21.5 0.92 0.80 19.2 Approach 443 3.3 0.505 22.1 LOS C 9.3 66.5 0.68 0.61 29.3 East: Carlisle St (East Approach) 4 L2 129 0.8 0.469 34.3 LOS C 12.4 87.1 0.80 0.77 32.3 5 T1 306 0.7 0.469 26.9 LOS C 12.4 87.1 0.82 0.77 31.4 6 R2 112 2.8 0.469 39.5 LOS D 8.5 60.1 0.86 0.78 29.7 Approach 547 1.2 0.469 31.2 LOS C 12.4 87.1 0.82 0.77 31.3 North: Barkly St (North Approach) 7 L2 117 0.0 0.719 30.7 LOS C 25.6 180.1 0.85 0.80 30.9 8 T1 1145 0.8 0.719 21.3 LOS C 25.6 180.1 0.82 0.76 31.4 9 R2 161 0.0 0.376 32.1 LOS C 5.7 40.0 0.76 0.80 26.9 Approach 1423 0.7 0.765 23.3 LOS C 25.6 180.1 0.81 0.76 30.8 West: Carlisle St (West Approach) 10 L2 80 0.0 0.129 31.5 LOS C 2.7 19.7 0.70 0.76 25.2 11 T1 224 1.9 0.396 26.3 LOS C 9.0 63.4 0.80 0.70 25.5 12 R2 25 4.2 0.396 35.4 LOS D 9.0 63.4 0.80 0.70 25.5 Approach 329 1.6 0.396 28.3 LOS C 9.0 63.4 0.77 0.72 25.4 All Vehicles 2743 1.3 0.765 25.3 LOS C 25.6 180.1 0.79 0.74 30.1 Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians Mov ID Description Demand Average Level of Average Back of Queue Prop. Effective Flow Delay Service Pedestrian Distance Queued Stop Rate ped/h sec ped m per ped P1 South Full Crossing 53 27.4 LOS C 0.1 0.1 0.74 0.74 P2 East Full Crossing 53 18.6 LOS B 0.1 0.1 0.61 0.61 P3 North Full Crossing 53 27.4 LOS C 0.1 0.1 0.74 0.74 P4 West Full Crossing 53 18.6 LOS B 0.1 0.1 0.61 0.61 All Pedestrians 211 23.0 LOS C 0.68 0.68 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: Thursday, 29 August 201310:54:34 AM Copyright 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: T:\1213 Jobs\122531\Analysis\Analysis 130829.sip6 8000785, TRAFFICWORKS PTY LTD, PLUS / 1PC
MOVEMENT SUMMARY Site:Barkly St & Carlisle St -Existing Sat PM Barkly St & Carlisle St -Traffic Signals Signals - Fixed Time Cycle Time = 100 seconds (User-Given Phase Times) Movement Performance - Vehicles Mov OD Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Average ID Mov Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh m per veh km/h South: Barkly St (South Approach) 1 L2 71 3.0 0.156 25.9 LOS C 3.7 26.4 0.61 0.68 30.1 2 T1 538 1.6 0.685 19.6 LOS B 16.3 115.3 0.74 0.66 29.9 3 R2 126 0.0 0.497 42.0 LOS D 5.4 37.7 0.88 0.81 20.2 Approach 735 1.4 0.685 24.0 LOS C 16.3 115.3 0.75 0.69 27.8 East: Carlisle St (East Approach) 4 L2 120 0.0 0.426 32.5 LOS C 11.4 79.7 0.77 0.75 33.3 5 T1 331 0.3 0.426 25.5 LOS C 11.4 79.7 0.80 0.75 32.2 6 R2 78 0.0 0.426 38.2 LOS D 8.0 56.0 0.84 0.76 30.5 Approach 528 0.2 0.426 29.0 LOS C 11.4 79.7 0.80 0.75 32.2 North: Barkly St (North Approach) 7 L2 69 3.0 0.144 25.8 LOS C 3.4 24.1 0.61 0.68 32.8 8 T1 564 1.3 0.707 20.1 LOS C 17.9 126.8 0.76 0.68 32.4 9 R2 144 0.7 0.530 41.8 LOS D 6.1 43.0 0.88 0.82 24.1 Approach 778 1.4 0.707 24.6 LOS C 17.9 126.8 0.77 0.71 30.5 West: Carlisle St (West Approach) 10 L2 152 0.0 0.222 31.0 LOS C 5.0 35.7 0.71 0.78 25.4 11 T1 298 1.1 0.521 25.0 LOS C 11.7 82.1 0.80 0.70 25.4 12 R2 25 0.0 0.521 33.1 LOS C 11.7 82.1 0.80 0.70 25.4 Approach 475 0.7 0.521 27.3 LOS C 11.7 82.1 0.77 0.73 25.4 All Vehicles 2516 1.0 0.707 25.9 LOS C 17.9 126.8 0.77 0.72 29.3 Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians Mov ID Description Demand Average Level of Average Back of Queue Prop. Effective Flow Delay Service Pedestrian Distance Queued Stop Rate ped/h sec ped m per ped P1 South Full Crossing 53 26.0 LOS C 0.1 0.1 0.72 0.72 P2 East Full Crossing 53 19.9 LOS B 0.1 0.1 0.63 0.63 P3 North Full Crossing 53 26.0 LOS C 0.1 0.1 0.72 0.72 P4 West Full Crossing 53 19.9 LOS B 0.1 0.1 0.63 0.63 All Pedestrians 211 22.9 LOS C 0.68 0.68 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: Thursday, 29 August 201310:54:35 AM Copyright 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: T:\1213 Jobs\122531\Analysis\Analysis 130829.sip6 8000785, TRAFFICWORKS PTY LTD, PLUS / 1PC
MOVEMENT SUMMARY Site:Barkly St & Blessington St -Existing Thu AM Barkly St & & Blessington St -Traffic Signals Signals - Fixed Time Cycle Time = 80 seconds (User-Given Cycle Time) Movement Performance - Vehicles Mov OD Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Average ID Mov Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh m per veh km/h South: Barkly St (South Approach) 1b L3 75 1.4 0.657 25.7 LOS C 11.9 84.1 0.74 0.70 39.3 2 T1 701 1.1 0.657 16.5 LOS B 11.9 84.1 0.75 0.70 38.6 3b R3 57 1.9 0.657 27.9 LOS C 11.1 78.3 0.77 0.71 37.9 Approach 833 1.1 0.657 18.1 LOS B 11.9 84.1 0.75 0.70 38.6 SouthEast: Mitford St (South East Approach) 21b L3 12 9.1 0.174 28.1 LOS C 3.1 21.9 0.70 0.77 30.1 21 L2 106 1.0 0.174 27.2 LOS C 3.1 21.9 0.70 0.77 30.1 23a R1 347 0.9 0.678 32.3 LOS C 11.9 84.0 0.90 0.85 27.5 Approach 465 1.1 0.678 31.0 LOS C 11.9 84.0 0.85 0.83 28.1 North: Barkly St (North Approach) 7a L1 18 0.0 0.020 19.2 LOS B 0.4 2.5 0.55 0.68 22.5 8 T1 323 1.0 0.235 14.8 LOS B 5.0 35.0 0.65 0.56 25.7 9a R1 28 0.0 0.235 25.7 LOS C 3.6 25.4 0.71 0.64 22.8 Approach 369 0.9 0.235 15.9 LOS B 5.0 35.0 0.65 0.57 25.3 SouthWest: Blessington St (South West Approach) 30a L1 46 2.3 0.091 25.4 LOS C 1.6 11.1 0.68 0.73 20.9 32 R2 13 0.0 0.091 26.7 LOS C 1.6 11.1 0.68 0.73 20.9 32b R3 3 0.0 0.091 27.7 LOS C 1.6 11.1 0.68 0.73 20.9 Approach 62 1.7 0.091 25.8 LOS C 1.6 11.1 0.68 0.73 20.9 All Vehicles 1729 1.1 0.678 21.4 LOS C 11.9 84.1 0.76 0.71 33.3 Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians Mov ID Description Demand Average Level of Average Back of Queue Prop. Effective Flow Delay Service Pedestrian Distance Queued Stop Rate ped/h sec ped m per ped P1 South Full Crossing 53 22.5 LOS C 0.1 0.1 0.75 0.75 P5 SouthEast Full Crossing 53 16.9 LOS B 0.1 0.1 0.65 0.65 P3 North Full Crossing 53 24.9 LOS C 0.1 0.1 0.79 0.79 P8 SouthWest Full Crossing 53 13.8 LOS B 0.1 0.1 0.59 0.59 All Pedestrians 211 19.5 LOS B 0.70 0.70 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: Thursday, 29 August 201310:54:48 AM Copyright 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: T:\1213 Jobs\122531\Analysis\Analysis 130829.sip6 8000785, TRAFFICWORKS PTY LTD, PLUS / 1PC
MOVEMENT SUMMARY Site:Barkly St & Blessington St -Existing Thu PM Barkly St & & Blessington St -Traffic Signals Signals - Fixed Time Cycle Time = 80 seconds (User-Given Cycle Time) Movement Performance - Vehicles Mov OD Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Average ID Mov Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh m per veh km/h South: Barkly St (South Approach) 1b L3 15 0.0 0.153 17.1 LOS B 2.9 20.7 0.45 0.44 47.7 2 T1 226 0.9 0.153 9.3 LOS A 2.9 20.7 0.51 0.49 45.0 3b R3 21 0.0 0.153 25.6 LOS C 2.0 14.2 0.65 0.63 39.2 Approach 262 0.8 0.153 11.1 LOS B 2.9 20.7 0.51 0.50 44.6 SouthEast: Mitford St (South East Approach) 21b L3 6 0.0 0.152 36.5 LOS D 2.0 14.5 0.83 0.75 26.1 21 L2 59 1.8 0.152 35.5 LOS D 2.0 14.5 0.83 0.75 26.1 23a R1 123 0.9 0.438 40.4 LOS D 4.4 31.3 0.93 0.79 24.2 Approach 188 1.1 0.438 38.7 LOS D 4.4 31.3 0.89 0.78 24.8 North: Barkly St (North Approach) 7a L1 58 1.8 0.050 14.9 LOS B 0.9 6.3 0.42 0.69 28.5 8 T1 1172 1.0 0.632 12.2 LOS B 17.6 123.9 0.71 0.65 27.8 9a R1 108 1.0 0.632 23.0 LOS C 15.6 110.2 0.78 0.73 24.5 Approach 1338 1.0 0.632 13.2 LOS B 17.6 123.9 0.70 0.66 27.5 SouthWest: Blessington St (South West Approach) 30a L1 94 1.1 0.287 35.5 LOS D 4.1 28.8 0.86 0.78 16.7 32 R2 25 0.0 0.287 36.7 LOS D 4.1 28.8 0.86 0.78 16.7 32b R3 6 0.0 0.287 37.7 LOS D 4.1 28.8 0.86 0.78 16.7 Approach 125 0.8 0.287 35.8 LOS D 4.1 28.8 0.86 0.78 16.7 All Vehicles 1914 1.0 0.632 16.9 LOS B 17.6 123.9 0.71 0.66 29.3 Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians Mov ID Description Demand Average Level of Average Back of Queue Prop. Effective Flow Delay Service Pedestrian Distance Queued Stop Rate ped/h sec ped m per ped P1 South Full Crossing 53 31.6 LOS D 0.1 0.1 0.89 0.89 P5 SouthEast Full Crossing 53 10.5 LOS B 0.1 0.1 0.51 0.51 P3 North Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93 P8 SouthWest Full Crossing 53 8.1 LOS A 0.1 0.1 0.45 0.45 All Pedestrians 211 21.1 LOS C 0.70 0.70 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: Thursday, 29 August 201310:54:49 AM Copyright 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: T:\1213 Jobs\122531\Analysis\Analysis 130829.sip6 8000785, TRAFFICWORKS PTY LTD, PLUS / 1PC
MOVEMENT SUMMARY Site: Barkly St & Blessington St -Existing Sat PM Barkly St & & Blessington St -Traffic Signals Signals - Fixed Time Cycle Time = 80 seconds (User-Given Cycle Time) Movement Performance - Vehicles Mov OD Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Average ID Mov Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Speed veh/h % v/c sec veh m per veh km/h South: Barkly St (South Approach) 1b L3 25 0.0 0.198 17.4 LOS B 3.9 27.6 0.47 0.47 47.2 2 T1 352 0.9 0.198 7.9 LOS A 3.9 27.6 0.49 0.50 46.3 3b R3 33 0.0 0.198 19.0 LOS B 3.3 23.6 0.51 0.54 45.1 Approach 409 0.8 0.198 9.4 LOS A 3.9 27.6 0.49 0.50 46.2 SouthEast: Mitford St (South East Approach) 21b L3 7 0.0 0.176 36.7 LOS D 2.4 17.0 0.83 0.76 26.1 21 L2 68 1.5 0.176 35.7 LOS D 2.4 17.0 0.83 0.76 26.1 23a R1 36 0.0 0.123 36.3 LOS D 1.2 8.3 0.85 0.73 24.7 Approach 112 0.9 0.176 36.0 LOS D 2.4 17.0 0.84 0.75 25.6 North: Barkly St (North Approach) 7a L1 14 0.0 0.012 13.8 LOS B 0.2 1.4 0.40 0.67 27.3 8 T1 696 1.1 0.342 8.3 LOS A 7.7 54.3 0.53 0.49 33.0 9a R1 54 2.0 0.342 16.4 LOS B 6.7 47.6 0.54 0.54 31.9 Approach 763 1.1 0.342 9.0 LOS A 7.7 54.3 0.53 0.50 32.8 SouthWest: Blessington St (South West Approach) 30a L1 84 1.3 0.262 35.3 LOS D 3.7 26.0 0.85 0.78 16.8 32 R2 23 0.0 0.262 36.6 LOS D 3.7 26.0 0.85 0.78 16.8 32b R3 6 0.0 0.262 37.6 LOS D 3.7 26.0 0.85 0.78 16.8 Approach 114 0.9 0.262 35.7 LOS D 3.7 26.0 0.85 0.78 16.8 All Vehicles 1398 1.0 0.342 13.4 LOS B 7.7 54.3 0.57 0.54 35.4 Level of Service (LOS) Method: Delay (HCM 2000). Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. Movement Performance - Pedestrians Mov ID Description Demand Average Level of Average Back of Queue Prop. Effective Flow Delay Service Pedestrian Distance Queued Stop Rate ped/h sec ped m per ped P1 South Full Crossing 53 31.6 LOS D 0.1 0.1 0.89 0.89 P5 SouthEast Full Crossing 53 10.5 LOS B 0.1 0.1 0.51 0.51 P3 North Full Crossing 53 34.3 LOS D 0.1 0.1 0.93 0.93 P8 SouthWest Full Crossing 53 8.1 LOS A 0.1 0.1 0.45 0.45 All Pedestrians 211 21.1 LOS C 0.70 0.70 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: Thursday, 29 August 201310:54:49 AM Copyright 2000-2013 Akcelik and Associates Pty Ltd SIDRA INTERSECTION 6.0.13.4101 www.sidrasolutions.com Project: T:\1213 Jobs\122531\Analysis\Analysis 130829.sip6 8000785, TRAFFICWORKS PTY LTD, PLUS / 1PC
ATTACHMENT C LAYOUT OPTIONS 1 4 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Acland StreetTerminus Acland Street Option 1 Proposed Tram terminus location Public realm Pedestrian plaza opportunity Vehicle and tram shared zone Possible loading zone Possible taxi zone Existing Tenancy with footpath dining near proposed platform Pedestrian arcade Off street car park Existing bus route Existing tree locations 202 209 207 205 203 193 191 189 187 185 183 New cycle route 193 162 179 Car parks removed Disabled car parks removed 160 175 169 181 Acland Court 154 167 159 150 146 144 147 142 138 134 145 143 141 130 139 137 133 122-23 24 22 20 18 7 5 Belford Street 12 3 2-10 1 110 106 123 117 115 113 111 109 107 Access to Safeway 17 15 13 11 9 1-5 104 102 100 98 96 103 101 99 97 95 Irwell Street 91 19 4 2 94A 94 92D 92C 92B 89 87 85 83 81 17 92A -28 77 1C 2-3 2 88 Shakespeare Grove Albert Street 11 7 82 Proposed Tram terminus loca 78 76 Public realm 74 Pedestrian plaza o N 29 August 2013 Vehicle and tram sh Possible loading zo
Acland StreetTerminus Acland Street Option 2 Proposed Tram terminus location Public realm Pedestrian plaza opportunity Vehicle and tram shared zone Possible loading zone Possible taxi zone Existing Tenancy with footpath dining near proposed platform Pedestrian arcade Off street car park Existing bus route Existing tree locations 202 209 207 205 203 193 191 189 187 185 183 New cycle route 193 162 179 Car parks removed Disabled car parks removed 160 175 169 181 Acland Court 154 167 159 150 146 144 147 142 138 134 145 143 141 130 139 137 133 122-23 24 22 20 18 7 5 Belford Street 12 3 2-10 1 110 106 123 117 115 113 111 109 107 Access to Safeway 17 15 13 11 9 1-5 104 102 100 98 96 103 101 99 97 95 Irwell Street 91 19 4 2 94A 94 92D 92C 92B 89 87 85 83 81 17 92A -28 77 1C 2-3 2 88 Shakespeare Grove Albert Street 11 7 82 Proposed Tram terminus loca 78 76 Public realm 74 Pedestrian plaza o N 29 August 2013 Vehicle and tram sh Possible loading zo
Acland StreetTerminus Acland Street Option 3 Proposed Tram terminus location Public realm Pedestrian plaza opportunity Possible loading zone Possible taxi zone New cycle route Car parks removed Disabled car parks removed Existing Tenancy with footpath dining near proposed platform Pedestrian arcade Off street car park Existing bus route Existing tree locations 202 193 162 160 209 207 205 203 193 191 189 187 185 183 179 175 169 181 Acland Court 154 167 159 150 146 144 147 142 138 134 145 143 141 130 139 137 133 122-23 24 22 20 18 7 5 Belford Street 12 3 2-10 1 110 106 123 117 115 113 111 109 107 Access to Safeway 17 15 13 11 9 1-5 104 102 100 98 96 103 101 99 97 95 Irwell Street 91 19 4 2 94A 94 92D 92C 92B 89 87 85 83 81 17 92A -28 77 1C 2-3 2 88 Shakespeare Grove Albert Street 11 82 7 78 76 74 Proposed Tram terminus loca Public realm Pedestrian plaza o N 29 August 2013 Possible loading zo
Acland StreetTerminus Acland Street Option 4 Proposed Tram terminus location Public realm Pedestrian plaza opportunity Vehicle and tram shared zone Possible loading zone Possible taxi zone Existing Tenancy with footpath dining near proposed platform Pedestrian arcade Off street car park Existing bus route Existing tree locations 202 209 207 205 203 193 191 189 187 185 183 New cycle route 193 162 179 Car parks removed Disabled car parks removed 160 175 169 181 Acland Court 154 167 159 150 146 144 147 142 138 134 145 143 141 130 139 137 133 122-23 24 22 20 18 7 5 Belford Street 12 3 2-10 1 110 106 123 117 115 113 111 109 107 Access to Safeway 17 15 13 11 9 1-5 104 102 100 98 96 103 101 99 97 95 Irwell Street 91 19 4 2 94A 94 92D 92C 92B 89 87 85 83 81 17 92A -28 77 1C 2-3 2 88 Shakespeare Grove Albert Street 11 7 82 Proposed Tram terminus loca 78 76 Public realm 74 Pedestrian plaza o N 29 August 2013 Vehicle and tram sh Possible loading zo
ATTACHMENT D DISTRIUBUTION ASSUMPTIONS Option 1 Barkly Street / Acland Street Left Turns In o 70% turn left onto Carlisle Street from Barkly Street 100% turn left onto Irwell Street to access parking 15% use Irwell/Acland and Acland/Belford intersections (5% to access private properties/loading zones, 10% to enter Belford east car park) 80% remain in this area 20% leave area via Belford/Barkly intersection o 10% turn right onto Barkly 100% park on-street or in multi-level car park o 10% turn left onto Barkly 100% turn left at Carlisle 20% park on-street (Barkly Irwell Streets) 40% park on-street (Irwell Acland Streets) 40% travel onto The Esplanade to park o 30% turn left onto Blessington Street from Barkly Street 100% turn right onto Chaucer Street 80% park in this area 20% turn right onto Shakespeare Grove o 100% turn left onto Acland Street and continue onto The Esplanade Right Turns In o 70% turn right onto Carlisle Street from Barkly Street 100% turn left onto Irwell Street to access parking Further distribution same as other vehicles accessing this parking (above) o 30% turn right onto Blessington Street from Barkly Street 100% turn right onto Chaucer Street Further distribution same as other vehicles accessing this area (above) 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Irwell Street / Acland Street Right Turns Out 100% turn left onto Acland Street, left onto Belford Street and then left onto Barkly Street o 40% continue straight along Barkly Street o 60% turn left onto Carlisle Street 100% continue straight along Carlisle Street to reach The Esplanade Left Turns Out 100% turn left onto Acland Street, left onto Belford Street and right onto Barkly Street o 8% turn right onto Blessington Street (west) o 85% continue straight along Barkly Street o 5% turn left onto Mitford Street o 2% turn left onto Blessington Street (east) Shakespeare Grove / Albert Street / Acland Street Right Turns Out 50% continue straight from Shakespeare Grove onto Albert Street o 100% turn right onto Carlisle Street 5% turn left onto Barkly Street 5% continue straight along Carlisle Street at Barkly Street 90% turn right onto Barkly Street 8% turn right onto Blessington Street (west) 85% continue straight along Barkly Street 5% turn left onto Mitford Street 2% turn left onto Blessington Street (east) 50% turn left from Shakespeare Grove onto Acland Street o 100% continue straight through the intersection with The Esplanade/Carlisle Street and perform a U-turn to access Carlisle Street 5% turn left onto Barkly Street 5% continue straight along Carlisle Street at Barkly Street 90% turn right onto Barkly Street 8% turn right onto Blessington Street (west) 85% continue straight along Barkly Street 5% turn left onto Mitford Street 2% turn left onto Blessington Street (east) 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Carlisle Street / Acland Street South-East bound vehicles onto Acland Street 60% of vehicles would turn right at Fitzroy Street / Jacka Boulevard and travel along Marine Parade to access Shakespeare Grove parking areas from the south 40% continue straight onto Carlisle Street o 50% turn right onto Irwell Street to access parking 15% use Irwell/Acland and Acland/Belford intersections (5% to access private properties/loading zones, 10% to enter Belford east car park) 80% remain in this area 20% leave area via Belford/Barkly intersection 10% turn right onto Barkly o 100% park on-street or in multi-level car park 10% turn left onto Barkly o 100% turn left at Carlisle 20% park on-street (Barkly Irwell Streets) 40% park on-street (Irwell Acland Streets) 40% travel onto The Esplanade to park o 50% turn right onto Barkly Street 8% turn right onto Blessington Street (west) 85% continue straight along Barkly Street 5% turn left onto Mitford Street 2% turn left onto Blessington Street (east) Left turns onto Acland from Carlisle 5% turn left onto Acland Street and access properties along Albert Street (local traffic only) 95% continue straight onto The Esplanade, turn left onto Cavel Street and access Shakespeare Grove parking areas from the south 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Option 2 Barkly Street / Acland Street Distribution same as Option 1 Irwell Street / Acland Street Right Turns Out Distribution same as Option 1 Carlisle Street / Acland Street South-East bound vehicles onto Acland Street 60% of vehicles would turn right at Fitzroy Street / Jacka Boulevard and travel along Marine Parade to access Shakespeare Grove parking areas from the south 40% continue straight onto Acland Street existing volumes account for this movement Left turns onto Acland from Carlisle Distribution same as Option 1 Option 3 Barkly Street / Acland Street Distribution same as Option 1 Irwell Street / Acland Street Right Turns Out 100% turn left onto Belford Street East Car Park, left onto Belford Street and then left onto Barkly Street o Further distribution same as for these vehicles in Option 1 Left Turns Out 100% turn left onto Belford Street East Car Park, left onto Belford Street and right onto Barkly Street o 8% turn right onto Blessington Street (west) o 85% continue straight along Barkly Street o 5% turn left onto Mitford Street o 2% turn left onto Blessington Street (east) Shakespeare Grove / Albert Street / Acland Street Distribution same as Option 1 Carlisle Street / Acland Street Distribution same as Option 1 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Option 4 Barkly Street / Acland Street Distribution same as Option 1 Irwell Street / Acland Street Right Turns Out 100% turn right onto Acland Street as movement permitted Left Turns Out Distribution same as Option 1 Shakespeare Grove / Albert Street / Acland Street Right Turns Out 50% continue straight from Shakespeare Grove onto Albert Street o Further distribution same as for these vehicles in Option 1 25% turn left from Shakespeare Grove onto Acland Street o Further distribution same as for these vehicles in Option 1 25% turn right from Shakespeare Grove onto Acland Street o 100% turn left onto Belford Street 10% turn left onto Barkly Street 50% turn right onto Carlisle Street 50% continue straight along Barkly Street at Carlisle Street 90% turn right onto Barkly Street 8% turn right onto Blessington Street (west) 85% continue straight along Barkly Street 5% turn left onto Mitford Street 2% turn left onto Blessington Street (east) 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Carlisle Street / Acland Street South-East bound vehicles onto Acland Street 60% of vehicles would turn right at Fitzroy Street / Jacka Boulevard and travel along Marine Parade to access Shakespeare Grove parking areas from the south (as Option 1) 30% continue straight onto Carlisle Street o 50% turn right onto Irwell Street to access parking 15% use Irwell/Acland and Acland/Belford intersections (5% to access private properties/loading zones, 10% to enter Belford east car park) 80% remain in this area 5% leave area via Irwell/Acland intersection 100% turn right onto Acland and travel straight along Acland Street to reach The Esplanade 15% leave area via Belford/Barkly intersection Further distribution same as for these vehicles in Option 1 o 50% turn right onto Barkly Street 8% turn right onto Blessington Street (west) 85% continue straight along Barkly Street 5% turn left onto Mitford Street 2% turn left onto Blessington Street (east) 10% continue onto Acland Street and turn left onto Belford Street to access parking Left turns onto Acland from Carlisle Distribution same as Option 1 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
ATTACHMENT E OPTIONS 1-4 REDISTRIBUTED TRAFFIC VOLUMES 122531: Acland Street, St Kilda Traffic Redistribution Draft_4: 16/09/2013
Option 1 -Thursday AM Peak (8:00am - 9:00am) 0 2 0 0 0 31 30 1 12 29 3 2 23 308 544 20 2 18 245 4 476 18 154 34 4 167 2 0 3 1 15 239 1 0 154 3 5 20 2 81 278 32 7 55 249 1 9 205 433 12 3 46 50 1 80 3 267 926 50 9 29 1 Carlisle St Carlisle St 24 374 3 105 2 26 1138 36 5 110 275 14 19 264 16 735 0 25 3 84 0 6 0 0 37 342 19 4 79 0 1 43 0 12 327 3 0 3 100 1 10 1 5 143 649 53 60 1 7 1 3 48 206 7 3 84 253 10 LEGEND Light Vehicles Heavy Vehicles Restricted Movement Light Heavy
Option 1 -Thursday PM Peak (5:15pm - 6:15pm) 0 6 0 0 0 30 35 8 18 34 4 2 8 381 496 4 0 56 126 0 460 3 93 24 1 201 6 0 1 0 7 336 0 0 93 1 0 9 0 181 1079 111 0 77 103 3 4 210 289 2 1 97 122 1 131 0 134 321 59 2 10 2 Carlisle St Carlisle St 11 1298 0 105 0 66 408 14 7 137 141 7 11 1038 7 233 0 10 0 85 1 11 1 0 123 1201 57 11 36 0 1 88 0 24 116 1 0 6 55 1 6 0 8 38 213 20 44 0 2 0 7 135 176 11 LEGEND Light Vehicles Heavy Vehicles Light Heavy 113 4 0 85 Restricted Movement
Option 1 -Saturday PM Peak (5:00pm - 6:00pm) 0 6 0 0 0 29 54 12 18 31 2 2 3 500 556 3 0 44 124 0 526 4 99 39 1 188 6 0 0 1 10 431 0 14 99 0 1 7 2 166 529 64 0 146 74 0 3 282 313 1 0 94 114 0 87 3 151 515 120 2 8 0 Carlisle St Carlisle St 7 737 0 97 0 53 690 10 8 189 154 6 5 597 7 384 0 6 0 83 1 7 0 0 70 750 14 3 37 0 1 79 0 22 34 0 0 6 64 1 7 0 6 48 331 31 202 0 3 0 6 117 180 10 0 83 158 6 LEGEND Light Vehicles Light Heavy Vehicles Heavy Restricted Movement
Option 2 - Thursday AM Peak 0 11 0 34 0 0 0 31 18 1 12 29 3 2 21 268 543 20 1 1 245 4 475 18 142 22 23 4 167 2 0 2 1 1 12 194 2 34 1 0 142 2 5 20 2 81 278 32 7 54 249 1 9 204 433 12 1 8 50 1 68 3 265 926 50 9 29 1 Carlisle St Carlisle St 22 336 3 103 0 17 1138 36 5 110 275 14 15 219 3 26 2 49 16 735 0 25 2 83 4 89 0 3 0 0 33 304 17 3 79 0 1 43 0 12 327 3 0 3 100 1 10 1 3 48 202 6 5 143 649 53 60 1 7 1 LEGEND Light Vehicles Heavy Vehicles Light Heavy 2 76 253 4 81 10 Restricted Movement
Option 2 - Thursday PM Peak 0 19 0 94 0 0 0 30 20 8 18 34 4 2 8 304 493 4 0 9 126 0 458 3 78 9 30 1 201 6 0 1 0 0 7 227 0 94 0 0 78 1 0 9 0 181 1079 111 0 76 103 3 4 209 289 2 1 23 122 1 116 0 129 321 59 2 10 2 Carlisle St Carlisle St 11 1224 0 101 0 21 408 14 7 137 141 7 11 925 0 46 0 191 7 233 0 10 0 83 4 218 1 11 1 0 114 1102 54 10 36 0 1 88 0 24 116 1 0 6 55 1 6 0 7 135 167 11 8 38 213 20 44 0 2 0 LEGEND Light Vehicles Heavy Vehicles Light Heavy 0 43 113 0 213 4 Restricted Movement
Option 2 - Saturday PM Peak 0 16 0 72 0 0 0 29 35 12 18 31 2 2 3 426 553 3 0 8 124 0 525 4 80 20 38 1 188 6 0 0 1 0 10 340 0 72 0 14 80 0 1 7 2 166 529 64 0 144 74 0 3 280 313 1 0 24 114 0 68 3 147 515 120 2 8 0 Carlisle St Carlisle St 7 667 0 93 0 14 690 10 8 189 154 6 5 492 1 89 0 87 7 384 0 6 0 70 1 218 1 7 0 0 63 654 13 3 37 0 1 79 0 22 34 0 0 6 64 1 7 0 6 117 173 10 6 48 331 31 202 0 3 0 LEGEND Light Vehicles Heavy Vehicles Light Heavy 0 35 158 1 195 6 Restricted Movement
Option 3 - Thursday AM Peak (8:00am - 9:00am) 0 2 0 0 0 31 30 1 12 29 3 2 23 308 544 20 2 18 245 4 476 18 154 34 4 167 2 0 3 1 15 239 1 0 154 5 5 20 2 81 278 32 7 55 249 1 9 205 433 12 3 46 50 1 80 3 267 926 50 9 29 1 Carlisle St Carlisle St 24 374 3 105 2 26 1138 36 5 110 275 14 19 264 16 735 0 25 0 6 0 0 37 342 19 4 79 0 1 43 0 12 327 3 0 3 100 1 10 1 3 48 206 7 5 143 649 53 60 1 7 1 LEGEND Light Vehicles Heavy Vehicles Light Heavy 253 10 Restricted Movement
Option 3 - Thursday PM Peak (5:15pm - 6:15pm) 0 6 0 0 0 30 35 8 18 34 4 2 8 381 496 4 0 56 126 0 460 3 93 24 1 201 6 0 1 0 7 336 0 0 93 1 0 9 0 181 1079 111 0 77 103 3 4 210 289 2 1 97 122 1 131 0 134 321 59 2 10 2 Carlisle St Carlisle St 11 1298 0 105 0 66 408 14 7 137 141 7 11 1038 7 233 0 10 1 11 1 0 123 1201 57 11 36 0 1 88 0 24 116 1 0 6 55 1 6 0 7 135 176 11 8 38 213 20 44 0 2 0 LEGEND Light Vehicles Heavy Vehicles Light Heavy 113 4 Restricted Movement
Option 3 - Saturday PM Peak (5:00pm - 6:00pm) 0 6 0 0 0 29 54 12 18 31 2 2 3 500 556 3 0 44 124 0 526 4 99 39 1 188 6 0 0 1 10 431 0 14 99 0 1 7 2 166 529 64 0 146 74 0 3 282 313 1 0 94 114 0 87 3 151 515 120 2 8 0 Carlisle St Carlisle St 7 737 0 97 0 53 690 10 8 189 154 6 5 597 7 384 0 6 1 7 0 0 70 750 14 3 37 0 1 79 0 22 34 0 0 6 64 1 7 0 6 48 331 31 202 0 3 0 LEGEND Light Vehicles Light 6 117 180 10 158 6 Heavy Vehicles Restricted Movement Heavy