appendix iv modelling - kingston, ontario

APPENDIX IV

MODELLING

Kingston Transportation Master Plan — Final Report, July 2004 Appendix IV: Modelling i

DILLON CONSULTING LIMITED

TABLE OF CONTENTS Page 1.0 INTRODUCTION ......................................................................................................................... 1 2.0 OBJECTIVE .................................................................................................................................. 1 3.0 URBAN TRANSPORTATION MODELLING SYSTEM......................................................... 1 4.0 TRANSCAD MODELLING SOFTWARE ................................................................................. 2 5.0 DATA COLLECTION .................................................................................................................. 2

5.1 Review of Background Documents .................................................................................... 2 5.2 Collection of Traffic Data................................................................................................... 3 5.3 Road Network Data ............................................................................................................ 3 5.4 Kingston 2002 Travel Survey ............................................................................................. 3

6.0 TRAFFIC ANALYSIS ZONE SYSTEM..................................................................................... 3

6.1 Zone System Development ................................................................................................. 3 6.2 Connection of the TAZs to the Road Network ................................................................... 5

7.0 TRIP GENERATION.................................................................................................................... 6 8.0 TRIP DISTRIBUTION ................................................................................................................. 6 9.0 TRAFFIC ASSIGNMENT AND MODEL CALIBRATION..................................................... 7

9.1 Screen Line Analysis .......................................................................................................... 7 9.2 Calibration .......................................................................................................................... 9

10.0 FUTURE CONDITIONS ............................................................................................................ 10

10.1 Future Base Population and Employment Projections...................................................... 10 10.2 Assignment of 2026 Future Traffic Volumes ................................................................... 11

11.0 APPLICATION OF THE MODEL............................................................................................ 11

LIST OF TABLES Table 1 P.M. Peak Period Trip Generation...................................................................................... 6 Table 2 Adjustments for External and Through Trips for the P.M. Peak Hour ............................... 9 Table 3 Model Calibration Results for the 2001 P.M. Peak Hour by Screen Line ........................ 10 Table 4 2026 P.M. Peak Period Trip Generation ........................................................................... 11 Table 5 Adjustments for External and Through Trips for the P.M. Peak Hour ............................. 11 Table 6 Future Base Volumes and Transportation Deficiencies.................................................... 12

Kingston Transportation Master Plan — Final Report, July 2004 Appendix IV: Modelling ii


TABLE OF CONTENTS (Continued)

Page

LIST OF FIGURES Figure 1 Existing Study Area Traffic Analysis Zones ...................................................................... 4 Figure 2 Sample of Traffic Analysis Zones with Centroid Connectors ............................................ 5 Figure 3 Existing Screen Lines ......................................................................................................... 8

LIST OF APPENDICES Attachment 1 2001 Zonal Population and Employment Data Attachment 2 2001 Trip Generation Attachment 3 2001 P.M. Peak Hour Auto Driver Origin-Destination Matrix Attachment 4 2026 Future Base Trip Generation Attachment 5 Screen Line Analysis Summary M:\PROJECTS\DRAFT\01\019040\Deliverables\Draft Final Report - July 2004\Appendices\Appendix 4 - Modelling\Appendix 4 - Modelling.doc

Kingston Transportation Master Plan — Final Report, July 2004 Appendix IV: Modelling 1


1.0 INTRODUCTION The purpose of the City of Kingston Transportation Master Plan was to develop a comprehensive multi-modal transportation plan that will address the City’s transportation needs through to approximately 2026. The development of such a plan requires the evaluations of alternative images of the future and selection of the most highly valued feasible alternative. The prediction of future travel demand over the City’s transportation network is critical to the process. Travel demand forecasting refers to the process of estimating future travel demands and assigning these to an existing or future transportation network using a transportation demand model. The model consists of a set of mathematical relationships that can be used to predict future traffic volumes and related congestion given alternative land use and transportation system scenarios. Thus, developing travel demand forecasts is an important component of determining the impacts of future developments and constraints of the transportation network. Sound predictions of future travel demands requires that the model represents as accurately as possible the real world travel and route choice behaviour. This appendix documents the development of a travel demand model for the City of Kingston. 2.0 OBJECTIVE One of the key objectives of the study was to develop a travel demand model that can be used to predict future travel demands given proposed land use scenarios and assess the transportation needs. The model is focused on predicting the P.M. peak hour automobile trips over the network. This was noted to be the period during which the highest demands are placed on the transportation network. This model would also be available to the City on an on-going basis after completion of the study for future analysis. 3.0 URBAN TRANSPORTATION MODELLING SYSTEM The travel demand model developed is consistent with the Urban Transportation Modelling System (UTMS). UTMS models are aggregate models. These models typically estimate travel demand based on the average attributes of different geographic zones within the municipality. These models do not attempt to model individual travel behaviour (i.e. they do not estimate the individual decision making process). UTMS models estimate travel throughout the transportation network based on predictions of trips made between pairs of zone origins and destinations for a given time period. The models are commonly comprised of four stages of analysis:



trip generation - the prediction of trips produced and attracted to each zone; trip distribution - the prediction of origin-destination flows, the linking of trip ends

predicted by trip generation; mode split - the estimation of percentages of trip flows made by each transportation mode

in the model; and trip assignment - the allocation of trips to routes in the transportation network. The four

stages represent a sequential decision structure. 4.0 TRANSCAD MODELLING SOFTWARE TransCAD is a geographic information system designed specifically for the planning, managing, and analyzing of transportation systems. The software provides a set of tools for travel demand modelling as well as capabilities for geographic database management, presentation graphics and transportation models. The software provides tools which can be used in all phases of the model development process — mode split, trip generation, trip distribution, and trip assignment. The City of Kingston purchased the software through the study. The travel demand model was developed using the software. 5.0 DATA COLLECTION A review of pertinent background materials was conducted. Traffic and road network data were collected, and a travel survey of Study Area residents was undertaken. 5.1 Review of Background Documents A wide selection of reports and background documents were obtained from the City. These served as key sources of background information. The documents obtained included:

Class environmental assessments for the Elliot Avenue/Counter Street Realignment, Cumming Cockburn Limited (1998); Highway 401, West of County Road 38 to Highway 15, Environmental Study Report,

Delcan (2001); The Former City of Kingston Official Plan; The Former Kingston Township Official Plan (November, 6, 1997); The Former Pittsburgh Township Official Plan; The Rideau Community Area – Transportation Planning Study, TSH (Sept 1991); The Third Crossing Study – Transportation Study – Bridge Crossing, TSH (June 1992);

and others.



5.2 Collection of Traffic Data Traffic volume data were obtained from the City of Kingston, enumerating traffic conditions throughout the City for the years leading up to the study, 2001, and 2002. We had supplemented these data by commissioning turning movement counts and other counts, at strategic locations throughout the City, as part of this study. Additional traffic data were also obtained from the Ontario Ministry of Transportation. 5.3 Road Network Data Digital representations of the Study Area road network were obtained from the City of Kingston, and Loyalist Township. This information was used to build the road network used for the travel demand model. The information was reviewed in detail to confirm the validity of the network, including roadway connections. The model required the network contain information regarding network characteristics such as speed, number of lanes, type of roadway (freeway, arterial, local, etc.), and per lane capacity. The required information was obtained from the City, and the data was incorporated into the road network representation. 5.4 Kingston 2002 Travel Survey A Comprehensive travel survey was undertaken of City residents. The survey provided vital information regarding the existing travel patterns in the City. The survey was consistent with the methods used as part of the Transportation Tomorrow Surveys of the Greater Toronto Area, conducted by the Joint Program in Transportation at the University of Toronto. The undertaking of the travel survey is documented in Appendix III of the Master Plan Document. 6.0 TRAFFIC ANALYSIS ZONE SYSTEM The model predicts trips over the transportation network based on attributes of traffic analysis zones (TAZs). Zonal attributes used in trip generation include population and employment. A key component of the model development process was the development of the zone system to cover the Study Area. 6.1 Zone System Development A system of traffic analysis zones was developed. The zones developed were consistent with the Canada Census tracts and enumeration area. This enabled the use of population and employment data collected as part of the 2001 Canada Census. The zones were also developed in consideration of the existing transportation network, land use patterns, and barriers to travel (e.g. rivers, railway tracks, highways). Figure 1 illustrates the TAZs developed for the study. A total of 91 zones make up the Study Area, with an additional 3 zones representing external areas to the north, east, and west of the study area.



Figure 1 Existing Study Area Traffic Analysis Zones



6.2 Connection of the TAZs to the Road Network In building the model, it was necessary to connect the traffic analysis zones to the road network. This was accomplished by connecting the centroid of each TAZ to one or more network links. Centroids are special nodes in the transportation network that represent the centers of gravity for the transportation analysis zones. Trips originating from a zone or destined to a zone are assumed to originate from or be destined to the centroid of the zone in question. Centroid connectors are not real physical links, but instead are a simplified representation of the local road network. It should be noted that a special property of centriod connector links is that paths between an origin and destination travel over one centroid connector at the beginning and end of the trip respectively, but never use centroid connectors in any other way. Trips originating from or destined to zones beyond the study area boundary are assumed to originate from or be destined to External Cordon Stations. These cordon stations are simply nodes in the transportation network where principal external routes connect to study area transportation network. Figure 2 illustrates a portion of the City’s downtown, including TAZs and centroid connectors to the transportation network.

Figure 2 Sample of Traffic Analysis Zones with Centroid Connectors



7.0 TRIP GENERATION Trip generation is the first step in the development of the travel demand model. The aim of this process is to predict the total number of trips produced and attracted to each traffic zone within the study area (i.e. how many trips originate from and are destined to each traffic zone). The model predicts the PM peak period trips over the transportation network. These are then converted to represent the PM peak hour by applying a conversion factor. Trip generation makes use of population data obtained from the 2001 Canada Census and employment data derived from the travel survey. The zonal population and employment numbers are presented in Attachment 1. A regression analysis was undertaken to determine the 3-hour P.M. peak period zonal productions and attractions based on population and employment data. Trip generation relationships were developed by trip purpose and mode. Relationships were developed for ‘work all-mode’ trips, as well as work automobile trips, and non-work automobile trips. Non-work automobile trips were adjusted by a factor of 1.25 to account for the under-reporting of discretionary travel. An auto occupancy factor of 1.24 was applied to convert auto person trips to auto driver trips. Details of the trip generation are presented in Attachment 2. In applying the trip generation procedure trip productions and attractions were determined separately. This results in a minor discrepancy between productions and attractions. The trips were then balanced so that the total number of trip productions and attractions are equal. Table 1 summarizes the trips generated for the City.

Table 1 P.M. Peak Period Trip Generation

Description Trips

Work Trips All Modes 31,784 Work Trips Automobile Mode 21,911

Non Work Trips Automobile Mode 46,767 Total Automobile Trips 68,677

By generating automobile trips separately, the trip generation exercise took care of the trip generation and mode split activities of the modelling process. 8.0 TRIP DISTRIBUTION Trip distribution activities aim to predict origin-destination flows of travel (i.e. the linking of trip ends predicted by trip generation). The geographical distribution of trips through the study area was determined through the application of a gravity model of trip distribution. Such a model assumes that the spatial



distribution of trip making can be described by an analogy to the gravitational interaction of physical bodies distributed over space. The model assumes that the magnitude of trips flowing between two zones is inversely proportional to their geographic separation (the impedance to travel). The existing P.M. peak hour origin-destination auto driver trip matrix determined through the trip distribution exercise is presented in Attachment 2. The P.M. peak hour trip matrix was determined from the P.M. peak period matrix by applying a factor of 0.39. 9.0 TRAFFIC ASSIGNMENT AND MODEL CALIBRATION The purpose of traffic assignment is to predict the flow of trips between origin-destination pairs over the transportation network. The aim of model development is to replicate existing traffic conditions on the transportation network. The Stochastic User Equilibrium assignment method was used in the assignment procedure. This method assumes that transportation link costs depend on the traffic volume using the link. Thus, as more traffic is assigned to particular routes, travel times over the route increase and serve to discourage subsequent travelers from using the route. Travel time over any given link in the network was assumed to be a function of the assigned traffic volume, the free flow speed over that link, and the links capacity. The model applied the Bureau of Public Roads (BPR) function to estimate travel time for users over the network. The BPR relationship is as follows:

T = T0 (1 + α (Assigned Volume/Capacity)β)

Where: T = the travel time at which the assigned volume can travel over the subject link T0 = the base travel time at zero volume α , β = parameters to be estimated during model calibration (typically, α = 0.15, β = 4.0) The application of the BPR function ensures that route choice is made such that traveller travel time is minimized, so that the assignment procedure follows a capacity constraint relationship. 9.1 Screen Line Analysis The travel demand model was calibrated based on existing traffic counts enumerating traffic patterns over the transportation network. In doing so, assigned traffic volumes were compared with the existing traffic volume data. A series of screen lines were developed as part of the study. The screen lines represent cross-sections through principal travel corridors throughout the City, and permit the comparison of modelled to existing volumes, as well as the evaluation of modelled traffic volumes with respect to roadway capacities of transportation corridors. The screen lines are illustrated in Figure 3. .

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Figure 3Existing Screen Lines

Kingston Transportation Master Plan — Final Report, July 2004Appendix IV: Modelling


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Kingston Transportation Master Plan – Final Report, July 2004 Appendix IV: Modelling 9


9.2 Calibration The P.M. peak hour auto driver origin-destination matrix is presented in Attachment 3, and it represents trips internal to the Study Area. The model had to also account for trips passing through the study area (particularly along Highway 401), as well trips to the City by those living outside the Study Area, and vice-versa. The model also needed to account for the commercial traffic through the City. In addition, there was the possibility that differences between modelled traffic volumes and traffic counts were due to seasonal variation. The model was based on a survey conducted in the winter while the majority of the traffic data collected by the City was collected in the summer and fall. The following table summarizes adjustments made for external and through trips for the City.

Table 2 Adjustments for External and Through Trips for the P.M. Peak Hour

Description of Trips Trips

Highway 401 Through Eastbound 300 Highway 401 Through Westbound 400

North to Internal 500 East to Internal 1050 Internal to East 300 West to Internal 1550 Internal to West 450

The exploration of seasonal variation proved inconclusive given the limited number of location where winter counts were available. Heavy vehicle percentages noted in the City’s and other traffic counts were taken to be representative of the extent of commercial traffic through the City. Adjustments for commercial traffic were made to modelled volumes by roadway functional class, as well as individual basis where warranted. The base year model traffic assignment was compared on a screen line basis with existing P.M. peak hour traffic volumes. The following table summarized the calibration results by screen line. The calibration criterion was determined to be equal to 25%, that is modelled volumes within 25% of the observed volumes were considered to be calibrated. The results of Table 3 suggest a number of screen lines for which the modelled volumes were beyond the 25%. To compensate for this discrepancy, adjustment factors were calculated that were used to adjust the modelled volumes to match the observed.



Table 3 Model Calibration Results for the 2001 P.M. Peak Hour By Screen Line

Eastbound / Northbound Westbound / Southbound Screen Line

Observed Volume

Modelled Volume

Modeled / Observed

Observed Volume

Modelled Volume

Modeled / Observed

East-West Screen Lines Coronation Blvd. – Neil Road 963 875 0.91 1359 1295 0.95 Bayridge Drive 1339 1420 1.06 2498 2340 0.94 Hwy. 401 West of CR 4 1085 1260 1.16 1018 995 0.98 Gardiners Road 2664 3660 1.37 3378 4860 1.44 Little Cataraqui Creek 3436 3985 1.16 4574 3680 0.80 Victoria Street – Beverly Street 3047 2315 0.76 4353 3230 0.74 Division Street 1401 1150 0.82 1293 885 0.68 Barrie Street 1839 1325 0.72 3068 1480 0.48 Cataraqui River 1065 1425 1.34 1040 715 0.69 Abbey Dawn Road 323 305 0.94 140 155 1.11 North-South Screen Lines Front Road West 1230 190 0.15 771 340 0.44 Joseph Street 1999 1585 0.79 1210 870 0.72 Johnson Street 1183 1525 1.29 1075 1405 1.31 Queen Street 3044 2210 0.73 2015 1360 0.68 Elliott Avenue 1526 1715 1.12 1228 830 0.67 Raglan Street 1737 1185 0.68 1096 645 0.59 Bath Road – Concession Street 3668 2360 0.64 2468 2175 0.88 Hwy. 33 – Bath Road 2361 1595 0.68 2196 2870 1.31 Weller Avenue 1507 1635 1.09 906 735 0.81 Princess Street – Counter Street 3007 2705 0.90 2116 1595 0.75 Hwy. 401 South – West 3574 4345 1.22 2223 2205 0.99 Hwy. 401 North – West 1895 2485 1.31 999 620 0.62 Hwy. 401 South – East 1210 415 0.34 614 535 0.87 Hwy. 401 North - East 745 680 0.91 878 370 0.42 10.0 FUTURE CONDITIONS 10.1 Future Base Population and Employment Projections Estimates of the Future Base population and employment levels for the study horizon were provided by the City of Kingston Urban Growth Study. The future base levels of were taken to be equal to those of land use Alternative 1 plus 2. The trips generated by these population and employment levels were calculated. The trips are summarized in Table 4. Details of the trip generation are presented in Attachment 4.



Table 4

2026 P.M. Peak Period Trip Generation

Description Trips Work Trips All Modes 45,834

Work Trips Automobile Mode 32,276 Non Work Trips Automobile Mode 68,015

Total Automobile Trips 100,291 Similarly to the existing trip matrices adjustments were made for external and through trips for the City.

Table 5 Adjustments for External and Through Trips for the P.M. Peak Hour

Description of Trips Trips

Highway 401 Through Eastbound 445 Highway 401 Through Westbound 595

North to Internal 745 East to Internal 1560 Internal to East 445 West to Internal 2300 Internal to West 670

10.2 Assignment of 2026 Future Traffic Volumes The future traffic volumes were assigned over the existing base network. Screen line evaluations of the assignment were then undertaken. Table 6 presents an evaluation of the future base volume and identifies potential deficiencies. The screen line analyses are outlined in more detail in Attachment 5. 11.0 APPLICATION OF THE MODEL The model was used to test a wide range of alternative solutions. Road infrastructure options were identified and tested individually and as part of a system of improvements. The findings are documented in the main Transportation Master Plan document. The model was also used to test alternative growth strategies as part of the Urban Growth Study. Population and employment estimates for each alternative growth strategy were used as input to the transportation model to test the transportation implications.



Table 6

Future Base Volumes and Transportation Deficiencies

Screen Line

Existing Volume Peak

Hour Peak Direction

2026 Volume

Existing Capacity

Effective Capacity @ V/C = .90

Future Deficiency

Volume

Future Deficiency

Lanes

East - West Coronation / Neil 1,360 1,660 3,100 2,790 — 0 Bayridge Dr. 2,500 2,880 4,850 4,365 — 0 Hwy 401 west of CR4 1,085 1,875 3,600 3,240 — 0 Gardiners Rd. 3,380 5,415 5,400 4,860 554 1 Little Cataraqui 4,575 6,855 6,300 5,670 1,185 2 Victoria / Beverly 4,355 4,870 4,600 4,140 730 1 Division St. 1,400 2,255 2,150 1,935 320 1 Barrie St. 3,070 4,215 4,600 4,140 75 1 Cataraqui River 1,065 1,640 900 810 830 1 Abbey Dawn Rd. 325 475 1,700 1,530 — 0 North-South Front Rd. West 1,230 1,530 1,500 1,350 180 1 Joseph St. 2,065 2,310 2,000 1,800 510 1 Johnson St. 1,185 2,090 4,050 3,645 — 0 Queen St. 3,045 3,340 4,650 4,185 — 0 Elliott Ave. 1,525 2,095 1,650 1,485 610 1 Raglan Rd. 1,790 2,265 2,300 2,070 195 1 Bath / Concession 3,735 5,390 4,250 3,825 1,565 2 Hwy 33 (Bath Rd.) 2,360 3,620 3,050 2,745 875 2 Weller Ave. 1,505 1,985 2,700 2,430 — 0 Princess / Counter 3,005 5,065 5,100 4,590 475 1

Hwy 401 South-West 3,575 6,545 6,150 5,535 1,010 2

Hwy 401 North-West 1,895 2,610 2,750 2,475 136 1

Hwy 401 South-East 1,210 2,005 2,900 2,610 — 0

Hwy 401 North-East 880 1,290 2,200 1,980 — 0

ATTACHMENT 1

2001 ZONAL POPULATION AND EMPLOYMENT DATA

ZONE EMPLOYMENT POPULATION1 0 9292 43.43 26613 0 9284 227.38 50515 645.29 15836 0 4067 0 8058 0 5999 0 40710 67.31 97711 675.08 627212 1063.68 386013 59.6 68214 164.59 195615 0 81816 649.39 244217 96.41 63218 411.7 313219 609.21 492220 395.02 329321 546.77 506322 36.61 35523 582.6 336724 137.22 199025 2170.58 465026 56.7 91227 215.18 229828 75.3 130429 2325.26 30830 2111.63 335831 2112.77 61632 1704.23 45133 298.97 237434 834.75 272835 91.49 036 0 54837 91.6 1038 449.09 225839 0 39540 151.43 340641 312.58 128542 325.46 138743 1865.6 044 1155.47 93245 819.76 200646 420.94 340947 239.96 213648 24.53 049 325.98 129550 1431.09 64251 56.83 50952 321.94 52853 392.62 198254 577.51 186355 357.9 120256 1061.76 242357 831.31 058 545.45 213959 118.96 216460 400.18 215161 863.63 90562 7278.42 36763 0 064 354.28 241165 535.8 471866 1191.46 182367 689.67 293568 1071.35 145169 277.39 108270 1634.28 194171 1094.92 94172 2461.18 181873 2404.73 102474 236.4 227375 0 076 161.93 15177 1268.59 151478 302.47 249279 496.14 171080 1453.41 25281 156.69 170382 114.04 86683 49.65 59484 398.82 23985 172.32 16886 51.34 91487 0 54288 283.68 138689 47.24 125590 0 49691 0 840

TOTAL 55736 145610

2001 POPULATION AND EMPLOYMENT BY TRAFFIC ZONE

ATTACHMENT 2

2001 TRIP GENERATION

ZONE WORK ORIGINSWORK

DESTINATIONAUTO WORK

ORIGINSAUTO WORK

DESTINATIONSNON WORK

AUTO ORIGINS

NON WORK AUTO

DESTINATIONS1 0 0 0 0 0 02 0 0 0 0 0 03 0 0 0 0 0 04 72 1003 56 742 731 12795 0 0 0 0 0 06 0 0 0 0 0 07 0 0 0 0 0 08 0 0 0 0 0 09 0 0 0 0 0 0

10 33 250 25 189 171 22311 354 1083 268 722 1016 128912 558 684 423 456 695 85713 31 117 24 78 109 13914 86 337 65 224 312 39715 0 167 0 131 274 21916 206 503 160 372 442 68717 50 146 36 100 152 15218 202 807 153 610 567 73619 285 1208 208 877 1349 169820 185 808 135 586 899 113321 281 1162 205 797 1181 119722 19 81 14 56 83 8423 273 838 199 609 976 120224 43 397 34 293 296 51025 1016 1253 742 910 1787 198926 29 208 21 143 206 21227 111 526 81 361 531 54028 39 297 28 204 294 30229 1088 279 763 211 1335 115230 988 967 693 733 2602 236931 1427 316 1054 249 859 61132 1072 215 764 160 656 47533 95 478 74 353 375 62634 391 707 274 536 1661 153835 62 8 46 7 28 1936 0 108 0 80 75 13637 54 4 39 2 12 1038 266 392 191 212 443 56839 0 67 0 36 68 9340 90 578 64 312 607 81541 199 295 145 184 300 36342 193 242 138 131 278 35343 1260 168 931 133 576 39444 726 295 518 219 731 47045 489 414 344 228 722 71346 251 633 177 348 933 100447 153 464 111 290 430 55348 12 1 9 1 2 249 194 253 137 139 405 41750 966 260 714 205 657 47451 32 57 19 42 146 8752 202 146 144 109 326 19453 234 379 165 208 587 61554 344 371 242 204 615 62355 213 238 150 131 393 39956 676 598 491 374 682 77157 561 75 415 59 257 17658 325 418 229 230 671 69059 76 459 55 287 405 53760 255 482 185 301 472 58661 492 134 284 100 454 29762 4147 358 2396 267 1956 141063 0 0 0 0 0 064 177 465 130 278 560 52865 267 898 196 538 1066 100366 805 479 595 378 979 73967 344 584 253 350 732 69068 734 357 464 248 726 66969 136 283 103 214 210 26870 1120 494 708 342 1039 95571 546 249 401 149 403 38372 1687 535 1067 371 1289 117073 1648 381 1042 264 1072 96174 75 456 58 337 351 59375 0 0 0 0 0 076 102 46 73 34 112 7177 798 440 569 328 1027 63178 190 612 136 455 1219 65279 244 450 185 340 337 43080 914 152 651 113 499 37481 99 415 70 309 820 43582 56 223 43 169 157 20483 16 119 12 88 90 15384 126 60 99 45 98 11085 108 51 77 38 122 7786 25 233 19 176 159 20887 0 129 0 96 248 12888 140 360 106 273 261 33689 23 319 18 241 216 28390 0 98 0 72 68 12391 0 165 0 122 115 208

TOTAL 31784 31784 21911 21911 46767 46767

2001 3-HOUR PM PEAK PERIOD TRIP GENERATION

ATTACHMENT 3

2001 P.M. PEAK HOUR AUTO DRIVER ORIGIN-DESTINATION MATRIX


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 621 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 0 0 0 35 0 0 0 0 0 2 8 5 1 2 2 6 0 6 3 2 1 0 2 5 3 0 0 0 1 3 4 0 6 2 0 0 0 1 0 1 1 0 2 1 1 1 1 0 0 1 0 0 1 1 0 1 1 1 1 1 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 0 0 0 1 0 0 0 0 0 1 1 1 0 0 0 1 0 1 1 0 0 0 0 0 1 0 0 0 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011 0 0 0 7 0 0 0 0 0 1 19 5 1 3 1 4 0 4 6 4 4 0 4 3 5 1 1 1 3 5 2 1 4 3 0 1 0 1 0 2 1 1 2 1 1 2 2 0 1 1 0 0 1 1 1 1 1 1 1 2 0 112 0 0 0 7 0 0 0 0 0 2 7 9 1 3 1 4 0 5 8 5 3 0 4 3 7 0 1 1 2 5 3 1 3 4 0 0 0 1 0 1 1 1 1 1 1 2 2 0 1 1 0 1 1 1 1 1 1 1 1 1 0 113 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 014 0 0 0 2 0 0 0 0 0 0 3 2 0 2 0 1 0 1 2 2 1 0 1 1 2 0 0 0 1 2 1 0 1 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 015 0 0 0 4 0 0 0 0 0 1 3 2 0 1 2 2 0 2 1 1 0 0 0 2 1 0 0 0 0 1 1 0 2 1 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 016 0 0 0 9 0 0 0 0 0 1 6 3 1 2 2 14 0 6 3 2 1 0 2 4 3 0 1 0 1 2 3 0 5 2 0 0 0 1 0 1 0 0 2 0 1 1 1 0 0 1 0 0 0 0 0 1 1 1 1 1 0 117 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 2 1 3 0 1 0 2 0 1 0 1 1 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 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8 24 11 30 120 81 87 4 97 18 173 14 34 20 74 128 25 22 22 85 1 3 0 30 4 36 21 14 10 12 9 21 26 0 9 7 2 5 13 12 8 12 5 15 10 10 4 1826 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 2 1 5 0 1 0 2 1 2 1 1 2 0 1 0 1 0 0 0 0 0 2 0 1 0 1 1 1 0 0 0 0 0 0 1 1 0 1 0 1 0 0 0 127 0 0 0 1 0 0 0 0 0 1 4 2 0 1 0 1 1 1 4 3 10 1 4 0 5 2 6 4 3 7 0 3 1 3 0 0 0 1 1 5 1 2 0 1 1 2 1 0 2 1 0 1 1 1 1 1 0 2 1 1 1 328 0 0 0 1 0 0 0 0 0 0 2 1 0 0 0 0 0 0 2 2 5 1 2 0 2 1 3 2 1 2 0 2 0 2 0 0 0 1 0 3 0 1 0 1 1 1 1 0 1 1 0 0 1 1 1 1 0 1 1 1 0 129 0 0 0 39 0 0 0 0 0 13 60 36 6 17 7 20 10 27 103 69 70 5 80 16 126 13 34 19 63 103 18 19 19 69 1 3 0 31 3 35 18 14 8 10 11 24 29 0 9 7 2 5 14 11 7 10 4 12 8 9 4 1730 0 0 0 58 0 0 0 0 0 17 81 52 10 28 10 31 10 41 134 89 92 5 98 23 158 16 52 18 79 244 34 33 29 150 1 4 1 45 6 54 31 22 18 14 15 35 45 0 18 9 3 6 20 15 10 18 8 22 14 15 6 2831 0 0 0 30 0 0 0 0 0 5 19 13 2 6 5 16 1 26 19 10 7 0 12 12 21 1 3 2 6 16 21 2 15 13 0 2 0 5 0 4 4 1 8 2 5 4 6 0 1 3 0 1 2 2 1 5 4 3 4 6 2 532 0 0 0 7 0 0 0 0 0 3 12 7 1 3 1 3 2 5 14 9 18 2 12 3 18 3 9 6 6 17 3 8 3 11 0 1 0 4 1 10 3 4 1 5 5 8 5 0 3 3 1 2 5 5 2 5 1 5 4 3 2 533 0 0 0 7 0 0 0 0 0 1 4 3 0 1 1 4 0 5 2 1 1 0 1 3 2 0 0 0 1 2 2 0 10 1 0 0 0 0 0 0 0 0 1 0 1 1 1 0 0 1 0 0 0 0 0 1 1 0 1 1 0 134 0 0 0 33 0 0 0 0 0 10 46 34 5 14 6 18 5 21 77 51 57 4 48 13 90 9 22 14 49 138 20 21 16 97 1 2 0 27 3 33 18 12 11 10 10 23 26 0 9 7 2 4 11 11 7 10 3 12 7 8 6 1535 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 1 1 0 1 0 1 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 036 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 137 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 038 0 0 0 12 0 0 0 0 0 4 16 10 2 4 2 6 2 8 22 15 14 1 13 5 27 3 6 4 16 32 6 6 6 21 0 1 0 12 1 10 8 5 4 4 4 8 10 0 3 3 1 2 5 4 3 4 2 5 3 3 2 639 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 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13 8 1 4 2 5 2 6 18 10 12 1 10 4 16 2 5 3 11 23 5 5 5 16 0 1 0 8 1 9 6 4 5 3 4 7 12 0 3 2 1 1 4 4 2 3 2 4 3 3 1 548 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 049 0 0 0 2 0 0 0 0 0 0 2 1 0 0 0 1 0 2 2 1 3 0 1 1 2 1 2 1 1 4 1 1 1 2 0 0 0 1 0 3 1 1 1 4 2 11 1 0 4 1 1 2 6 6 4 2 0 5 2 2 1 750 0 0 0 18 0 0 0 0 0 2 8 4 1 2 3 9 1 14 16 11 13 1 11 7 16 2 5 3 5 15 6 3 9 14 0 1 0 6 1 7 5 3 4 3 14 7 8 0 3 16 1 1 4 4 3 21 2 6 16 14 4 1751 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 2 1 4 0 0 1 0 0 1 2 2 1 1 0 2 0 0 0 252 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 1 0 2 2 1 3 0 1 1 2 0 2 1 1 2 1 1 1 2 0 0 0 1 0 2 1 1 1 4 2 7 1 0 3 1 1 2 4 5 3 2 0 4 1 1 1 753 0 0 0 3 0 0 0 0 0 0 2 1 0 1 1 2 1 2 3 2 4 0 2 1 3 1 2 1 2 4 2 2 2 3 0 0 0 1 0 4 1 2 1 6 4 12 2 0 6 2 1 2 9 9 6 4 0 8 3 2 3 954 0 0 0 4 0 0 0 0 0 1 3 1 0 1 1 2 1 3 3 2 5 0 2 2 3 1 2 1 1 3 1 2 2 3 0 0 0 1 1 4 1 2 1 8 3 12 2 0 6 2 1 3 9 10 5 4 1 9 3 3 3 1355 0 0 0 3 0 0 0 0 0 0 1 1 0 0 0 1 0 2 2 1 3 0 1 1 2 1 1 1 1 2 1 1 1 2 0 0 0 1 0 2 1 1 1 5 2 8 1 0 4 1 1 2 6 5 4 2 0 6 2 2 2 856 0 0 0 14 0 0 0 0 0 1 6 3 1 2 3 7 1 10 13 8 10 1 9 6 14 1 4 3 4 16 5 3 7 11 0 1 0 5 1 6 4 3 4 3 13 7 6 0 3 10 1 1 5 5 3 21 2 5 13 16 4 2157 0 0 0 11 0 0 0 0 0 2 6 4 1 2 2 5 0 8 5 3 2 0 4 4 5 0 1 1 2 6 5 1 6 3 0 1 0 2 0 2 1 0 3 1 2 1 2 0 1 2 0 0 1 1 1 3 2 1 2 3 1 258 0 0 0 4 0 0 0 0 0 1 3 1 0 1 1 2 1 3 3 2 5 0 2 2 4 1 2 1 2 5 2 2 2 3 0 0 0 2 1 4 1 2 1 7 3 13 2 0 5 2 2 3 8 8 6 4 1 12 3 3 3 1459 0 0 0 4 0 0 0 0 0 0 1 1 0 0 1 2 0 3 3 2 3 0 2 2 4 0 1 1 2 5 2 1 2 3 0 0 0 2 0 2 1 1 1 1 7 3 2 0 1 5 0 1 3 2 1 7 1 3 7 7 2 860 0 0 0 7 0 0 0 0 0 1 2 2 0 1 1 4 1 5 6 4 4 0 4 6 7 1 2 1 3 8 3 1 3 5 0 1 0 2 0 3 2 1 2 2 8 3 3 0 1 6 0 1 2 2 2 11 1 3 8 10 2 1061 0 0 0 9 0 0 0 0 0 2 9 5 1 3 1 5 1 5 4 3 6 1 3 3 4 1 3 2 2 4 3 2 4 5 0 1 0 2 1 5 1 2 3 5 7 11 2 0 4 5 1 2 8 8 5 9 1 8 8 7 4 1362 0 0 0 46 0 0 0 0 0 11 47 30 5 14 8 24 5 31 21 14 35 3 15 19 23 7 18 11 11 26 18 12 23 16 1 7 0 8 4 24 6 13 13 29 35 55 11 0 21 28 5 16 32 40 26 51 6 45 31 35 15 8163 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 064 0 0 0 10 0 0 0 0 0 1 7 4 1 2 2 6 0 7 3 2 1 0 2 4 3 0 1 0 1 3 4 0 5 2 0 0 0 1 0 1 1 0 3 1 1 1 1 0 0 1 0 0 1 1 1 2 2 1 2 2 1 265 0 0 0 12 0 0 0 0 0 1 4 2 0 1 2 6 1 8 9 6 6 0 6 5 10 1 3 2 4 10 5 2 6 8 0 1 0 3 0 4 3 2 4 3 14 5 4 0 2 11 0 1 4 4 3 17 2 5 13 15 4 1866 0 0 0 19 0 0 0 0 0 2 6 4 1 2 3 10 1 13 15 10 11 1 10 7 16 2 5 3 6 17 7 3 9 11 0 1 0 6 1 8 4 2 5 4 15 8 7 0 3 12 1 2 5 5 3 20 2 6 15 17 5 2267 0 0 0 10 0 0 0 0 0 1 3 2 0 1 2 5 1 7 8 6 6 0 6 4 9 1 3 2 4 9 4 2 5 8 0 1 0 3 1 4 2 2 3 3 12 5 4 0 2 9 1 1 4 4 2 15 2 5 13 11 5 1668 0 0 0 14 0 0 0 0 0 3 14 9 1 4 2 7 1 9 6 4 10 1 4 6 6 2 4 3 3 7 6 3 7 6 0 2 0 3 1 7 2 3 6 9 11 17 3 0 7 9 2 4 10 10 7 16 2 14 12 11 5 2569 0 0 0 5 0 0 0 0 0 1 3 2 0 1 1 3 0 3 1 1 1 0 1 2 1 0 0 0 1 2 2 0 3 1 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 1 0 0 1 1 0 170 0 0 0 20 0 0 0 0 0 4 20 13 2 6 3 11 2 13 9 6 14 1 6 8 9 3 8 5 4 11 8 5 10 7 0 3 0 5 1 10 3 5 6 13 16 25 4 0 10 11 2 5 15 19 12 23 3 16 14 15 8 3171 0 0 0 11 0 0 0 0 0 1 4 2 0 1 2 5 1 8 9 6 6 0 6 4 9 1 3 2 3 9 4 2 5 6 0 1 0 4 0 4 3 2 3 2 8 4 4 0 1 6 0 1 2 2 2 12 1 3 7 8 3 1072 0 0 0 26 0 0 0 0 0 6 26 17 3 8 5 14 3 17 12 8 19 2 8 11 13 3 9 5 5 15 11 7 13 9 0 4 0 5 2 14 4 6 8 15 21 28 6 0 11 14 3 7 19 19 12 30 4 21 18 20 10 3573 0 0 0 23 0 0 0 0 0 5 23 15 2 7 4 12 2 15 10 7 17 2 7 9 11 3 8 5 5 13 9 6 11 8 0 4 0 4 2 12 3 6 5 15 16 24 5 0 11 12 3 6 16 16 11 20 3 18 15 17 9 3974 0 0 0 6 0 0 0 0 0 1 4 2 0 1 1 3 0 3 1 1 1 0 1 2 1 0 0 0 1 2 2 0 3 1 0 0 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0 175 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 076 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 177 0 0 0 9 0 0 0 0 0 1 4 2 0 1 2 5 0 6 3 2 2 0 2 4 3 0 1 0 1 3 3 0 4 2 0 5 0 1 0 1 1 0 2 2 3 3 1 0 1 2 0 1 2 2 2 4 1 3 3 4 2 978 0 0 0 6 0 0 0 0 0 0 1 0 0 0 1 3 0 3 2 1 0 0 1 2 2 0 0 0 1 2 2 0 3 1 0 4 0 1 0 0 0 0 1 1 1 1 1 0 1 1 0 0 1 1 1 2 1 1 1 1 2 879 0 0 0 3 0 0 0 0 0 0 1 1 0 0 1 2 0 2 1 1 0 0 1 1 1 0 0 0 0 1 1 0 1 1 0 2 0 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 1 1 0 1 0 1 1 1 0 280 0 0 0 8 0 0 0 0 0 1 4 2 0 1 1 4 0 5 2 1 2 0 2 3 2 0 1 1 1 2 2 0 4 1 0 4 0 1 0 1 0 0 1 2 2 2 1 0 1 1 0 1 2 2 1 3 1 2 2 2 1 381 0 0 0 4 0 0 0 0 0 0 0 0 0 0 1 2 0 2 1 1 0 0 1 2 1 0 0 0 1 1 1 0 2 1 0 3 0 0 0 0 0 0 1 1 1 1 1 0 0 1 0 0 1 1 0 1 0 1 1 1 1 582 0 0 0 3 0 0 0 0 0 0 2 1 0 1 1 2 0 2 1 1 0 0 1 1 1 0 0 0 0 1 1 0 1 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 083 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 184 0 0 0 3 0 0 0 0 0 0 2 1 0 0 1 2 0 2 1 1 1 0 1 1 1 0 0 0 0 1 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 085 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 186 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 187 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 188 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 1 0 1 1 0 0 0 0 1 1 0 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 189 0 0 0 4 0 0 0 0 0 0 2 1 0 1 1 2 0 2 1 1 0 0 0 1 1 0 0 0 0 1 1 0 2 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 090 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 191 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 0 0 0 789 0 0 0 0 0 161 785 513 85 243 137 413 99 526 1006 672 779 55 707 314 1132 138 352 198 533 1212 336 248 382 810 10 84 5 305 50 440 214 189 206 269 367 528 329 1 217 265 51 118 322 323 207 447 92 359 322 346 155 655

Destination Zones

Origin Zones


63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 Total1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 0 4 2 1 1 1 2 1 1 1 1 6 0 0 1 1 1 0 1 2 0 1 0 0 0 1 3 0 2 1555 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9

10 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2911 0 2 2 1 1 1 2 1 0 1 1 4 0 0 1 2 1 1 1 1 1 1 0 1 0 1 2 1 1 15812 0 2 2 1 1 1 1 1 1 1 1 3 0 0 1 2 1 1 1 1 1 0 0 1 0 1 2 0 1 15213 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2814 0 1 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 5915 0 1 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 6016 0 3 2 1 1 1 2 1 1 1 1 4 0 0 1 1 1 0 1 2 0 1 0 1 0 1 2 0 2 13217 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5018 0 4 2 2 1 1 3 1 1 1 1 5 0 0 1 1 1 0 1 2 0 1 0 1 0 1 3 0 2 16419 0 9 8 5 5 5 6 8 2 10 8 13 0 1 5 6 5 3 4 5 2 2 1 3 1 5 7 2 4 105320 0 6 5 4 3 4 4 5 2 6 5 8 0 0 3 4 3 2 3 3 1 1 0 2 1 3 4 1 3 70321 0 1 5 4 3 3 1 4 2 5 4 1 0 0 1 1 1 1 1 1 0 0 0 1 0 2 1 0 0 29322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3923 0 7 7 5 4 5 4 7 2 8 6 10 0 0 4 5 4 3 3 4 2 2 1 2 1 4 5 1 3 87424 0 2 1 1 1 0 1 0 0 1 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 8325 0 15 17 11 10 10 10 15 5 18 14 21 0 1 9 12 8 5 7 8 4 3 1 5 3 8 12 3 8 189226 0 0 1 1 1 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6927 0 0 2 2 1 1 0 2 1 2 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14428 0 0 1 1 1 1 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8529 0 14 15 10 10 10 10 13 4 15 12 18 0 1 8 10 8 4 7 7 3 3 1 4 2 7 11 2 7 161530 0 22 21 16 13 14 14 22 7 27 21 27 0 1 13 14 12 7 9 10 5 5 2 6 3 10 15 4 10 243331 0 10 9 6 5 4 8 6 3 6 4 14 0 1 5 6 6 2 4 6 2 2 1 3 1 5 9 1 5 52632 0 2 6 5 4 4 2 5 2 6 5 3 0 0 3 4 4 1 3 1 1 0 0 2 1 3 2 1 1 38633 0 2 1 1 1 0 2 1 0 1 1 4 0 0 1 1 1 0 0 1 0 1 0 0 0 1 2 0 1 11634 0 13 13 8 9 11 8 11 3 13 11 16 0 1 7 8 6 4 6 6 3 3 1 3 2 6 8 2 6 142635 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5336 0 0 0 0 0 0 0 1 0 1 1 0 0 0 2 2 2 1 1 0 0 0 0 1 0 2 0 0 0 5937 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5138 0 5 5 4 4 4 3 7 2 6 5 5 0 0 3 3 2 1 2 2 1 1 0 1 1 2 3 1 2 48839 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5140 0 0 3 2 2 2 0 2 1 3 2 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 17941 0 3 4 3 3 3 2 4 1 4 3 4 0 0 2 2 2 1 2 1 1 1 0 1 0 2 2 1 1 36142 0 0 2 1 1 1 0 2 1 2 2 1 0 0 1 1 1 0 1 0 0 0 0 0 0 1 0 0 0 13643 0 12 10 7 6 5 7 6 3 7 4 11 0 0 4 6 5 2 4 5 1 2 1 3 1 4 7 1 4 44444 0 2 6 5 5 7 2 10 2 10 9 3 0 0 2 2 2 1 2 1 1 0 0 1 0 1 2 0 1 33845 0 4 19 13 13 9 3 12 7 15 10 6 0 0 4 4 3 2 3 2 1 1 0 2 1 3 3 1 2 48346 0 2 4 4 4 7 1 10 2 10 8 2 0 0 1 2 1 1 1 1 0 0 0 1 0 1 1 0 1 32147 0 5 5 3 3 4 2 4 1 5 4 4 0 0 2 3 2 1 2 2 1 1 0 1 1 2 2 1 2 40648 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5149 0 1 2 2 2 3 1 5 1 5 4 1 0 0 1 1 1 0 1 0 0 0 0 0 0 1 1 0 0 18750 0 7 24 18 15 10 5 15 8 18 14 8 0 1 6 7 5 2 4 4 2 1 1 3 1 4 5 1 3 61051 0 0 1 1 1 1 0 2 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9452 0 1 2 2 2 3 1 4 1 5 4 1 0 0 1 1 1 0 1 0 0 0 0 0 0 1 1 0 0 16753 0 1 4 3 3 5 1 7 1 8 7 2 0 0 1 1 1 1 1 1 0 0 0 0 0 1 1 0 1 24654 0 1 5 4 3 5 1 10 2 9 7 2 0 0 2 1 1 1 1 1 0 0 0 1 0 1 1 0 1 27455 0 1 3 2 2 3 1 6 1 6 5 1 0 0 1 1 1 0 1 0 0 0 0 0 0 1 1 0 0 19356 0 7 24 16 16 12 4 17 9 20 12 7 0 1 6 7 4 2 5 3 1 2 1 2 1 3 4 1 2 56857 0 5 4 3 3 2 3 3 1 3 2 5 0 0 2 2 2 1 2 2 1 1 0 1 1 2 3 1 2 23558 0 2 5 4 4 7 1 8 2 10 8 2 0 0 2 1 1 1 1 1 0 0 0 1 0 1 1 0 1 28959 0 2 10 7 8 5 1 6 3 7 6 2 0 0 2 1 1 1 2 1 0 0 0 1 0 1 1 0 1 24460 0 4 14 9 8 5 2 8 4 9 7 3 0 0 3 3 2 1 2 2 1 1 0 1 1 2 2 1 1 32661 0 4 11 8 9 7 2 12 4 14 11 4 0 1 7 7 5 3 5 2 2 1 1 2 1 3 2 1 1 40762 0 17 57 44 38 40 12 50 19 54 55 22 0 4 36 39 23 14 26 8 8 3 3 13 7 19 12 6 8 183163 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6364 0 9 5 3 2 1 4 2 1 2 2 5 0 0 1 1 1 1 1 2 0 1 0 1 0 1 3 0 2 21265 0 9 40 25 16 10 4 13 9 19 13 6 0 0 4 4 3 2 3 2 1 1 0 2 1 3 3 1 2 52366 0 10 41 31 24 12 6 18 13 22 17 9 0 1 7 9 5 3 6 4 2 1 1 3 2 4 5 1 3 69867 0 5 21 18 18 9 3 15 7 19 15 5 0 0 4 5 3 2 3 2 1 2 1 2 1 2 3 1 2 47468 0 7 20 13 13 14 3 16 8 19 18 6 0 1 12 12 8 6 9 3 2 1 1 4 2 6 3 2 2 62069 0 2 1 1 1 0 3 1 0 1 1 2 0 0 1 1 1 0 0 1 0 0 0 0 0 1 1 0 1 13270 0 10 25 19 22 16 5 29 12 33 23 9 0 2 16 17 12 9 13 4 4 2 2 5 3 8 5 3 3 86371 0 6 15 13 10 8 3 11 7 13 10 5 0 0 4 5 3 2 3 2 1 1 0 2 1 2 3 1 2 40972 0 14 38 25 28 21 6 35 15 46 29 12 0 3 21 26 14 11 17 5 5 2 3 7 5 11 7 4 4 109373 0 12 29 22 25 21 6 26 13 31 32 11 0 2 19 20 12 10 15 5 4 2 2 6 5 9 6 3 4 95774 0 2 1 1 1 0 1 1 0 1 1 9 0 0 0 1 0 0 0 1 0 1 0 0 0 0 2 0 1 14875 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7576 0 0 1 1 0 1 0 1 0 1 1 1 0 0 4 4 3 2 3 0 1 0 0 1 1 2 0 1 0 11977 0 3 6 4 4 5 2 7 2 8 7 4 0 4 39 35 26 14 27 2 6 1 4 10 7 15 3 5 2 44078 0 2 2 2 2 4 1 5 1 8 5 3 0 2 22 38 21 15 16 1 5 0 3 8 5 11 2 4 1 33179 0 1 1 1 1 1 1 2 0 2 1 1 0 1 8 11 13 3 6 1 2 0 1 4 2 5 1 2 0 18480 0 3 4 3 3 3 2 4 1 5 4 3 0 2 19 28 16 15 18 2 5 0 3 9 6 14 2 4 1 34781 0 2 1 1 1 3 1 4 1 5 4 2 0 2 20 17 12 10 16 1 3 0 3 4 4 7 1 3 1 25182 0 1 1 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 1 11883 0 0 0 0 0 0 0 1 0 1 1 1 0 0 2 3 2 2 2 0 0 0 0 1 1 2 0 0 0 11784 0 1 1 0 1 0 1 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 1 0 1 12385 0 0 1 0 0 1 0 1 0 1 1 1 0 0 3 4 3 2 3 0 1 0 1 1 1 2 0 1 0 12786 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 2 2 1 1 0 1 0 0 2 0 2 0 1 0 11187 0 0 0 0 0 0 0 1 0 1 1 0 0 0 3 4 2 3 3 0 1 0 1 1 1 2 0 1 0 12488 0 1 1 0 0 1 0 1 0 1 1 1 0 0 3 4 4 2 3 0 1 0 0 2 1 9 1 1 0 14889 0 1 1 0 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 1 13090 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 2 1 1 1 0 0 0 0 1 0 1 0 0 0 11191 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 110

Total 0 315 602 436 406 358 188 507 208 602 479 363 0 41 375 433 301 190 290 145 94 60 45 150 87 238 205 76 129 26825

Origin Zones

Destination Zones

ATTACHMENT 4

2026 FUTURE BASE TRIP GENERATION MATRIX

ZONE EMPLOYMENT POPULATION1 200 13322 582 39113 165 12974 1103 74015 875 22506 88 5887 173 11528 128 8469 88 59410 147 90911 1150 708812 3587 1730313 102 63014 371 241615 203 139016 1052 414617 539 54618 579 290219 869 455720 595 326221 965 537622 55 32923 844 367024 492 335725 2581 434526 137 85327 345 214928 196 119429 2941 63230 2896 409531 9718 1391232 1902 59833 655 401234 1351 465835 101 036 111 72337 101 938 601 215839 169 128440 513 318141 555 118242 415 126743 2611 044 1313 92445 985 188346 639 343747 351 199648 27 049 411 118250 5813 311451 83 109052 381 72953 512 182754 712 172055 443 113456 1268 223557 1247 058 687 195659 338 210660 584 243161 989 224062 8044 455463 0 064 571 288565 1064 535066 1539 170167 878 271268 1259 136869 350 104670 1881 181771 1437 236472 3981 401673 3169 171674 570 380375 0 076 198 27277 1468 179078 444 240479 2392 917080 1616 34881 256 157282 160 80283 120 79784 475 44685 198 23286 137 84487 81 49688 368 128989 195 143990 135 93891 126 779

TOTAL 92747 210457

2026 BASE POPULATION AND EMPLOYMENT BY TRAFFIC ZONE

ZONE WORK ORIGINSWORK

DESTINATIONAUTO WORK

ORIGINSAUTO WORK

DESTINATIONSNON WORK

AUTO ORIGINS

NON WORK AUTO

DESTINATIONS1 0 0 0 0 0 02 0 0 0 0 0 03 0 0 0 0 0 04 306 1494 239 1106 1160 19725 0 0 0 0 0 06 0 0 0 0 0 07 0 0 0 0 0 08 0 0 0 0 0 09 0 0 0 0 0 0

10 63 235 48 178 162 21611 528 1234 401 823 1153 149512 1648 3035 1250 2024 2896 372513 47 110 36 73 103 13314 171 420 129 280 391 50715 120 301 89 238 512 41516 292 851 228 630 719 116017 242 140 177 96 197 17518 249 754 189 571 529 70219 356 1140 260 828 1306 164620 244 814 178 591 926 117221 434 1245 317 854 1274 130922 25 76 18 52 77 8023 346 928 253 674 1096 136024 136 678 107 501 525 89325 1057 1210 773 879 1791 199226 62 197 45 135 200 20627 155 496 113 341 503 51928 88 276 64 189 280 28929 1205 409 846 310 1743 156230 1186 1208 833 916 3235 302931 5745 3710 4251 2927 7430 577332 1047 263 747 195 751 55333 182 812 142 601 638 107634 553 1201 388 911 2711 259335 60 9 44 7 30 2136 31 146 24 108 114 19337 53 4 38 2 13 1038 311 379 224 205 430 55739 88 221 63 119 235 31640 266 549 191 296 591 79141 309 295 225 184 331 38342 215 224 154 121 260 33243 1544 235 1142 186 782 55144 723 303 516 225 745 50245 514 405 362 223 721 71546 334 654 235 359 975 105847 195 445 142 278 420 54048 12 1 9 1 3 349 215 239 151 131 392 40550 3437 1158 2543 914 2752 206051 41 119 24 89 293 18052 210 198 150 147 421 25453 267 360 188 198 569 59954 371 356 262 196 603 61355 231 233 163 128 390 39856 707 578 514 361 678 76457 737 112 545 89 373 26358 359 396 253 218 650 67159 189 467 137 292 435 56460 325 557 237 347 548 68661 493 281 285 210 805 52162 4012 837 2321 625 3131 218363 0 0 0 0 0 064 249 566 183 339 677 65965 464 1051 342 630 1257 122266 910 485 673 383 1013 78067 383 557 282 334 700 68268 755 356 478 247 745 70569 151 277 114 209 204 26870 1129 490 715 339 1058 99871 627 532 461 319 735 71972 2388 1068 1512 741 2281 215473 1902 571 1204 396 1458 135674 158 768 123 568 597 101475 0 0 0 0 0 076 109 77 78 57 171 10777 808 519 577 386 1169 73978 244 600 174 446 1179 66279 1030 2402 782 1817 1725 227680 889 185 635 138 567 43281 141 390 101 290 762 42582 69 208 52 158 146 19483 33 161 26 119 125 21384 132 104 103 77 135 17185 109 68 78 50 154 9886 59 218 45 165 151 20187 45 123 32 92 241 13488 159 339 120 256 246 32389 84 371 64 281 253 33990 38 189 29 140 146 24991 35 158 27 117 124 209

TOTAL 45834 45834 32276 32276 68015 68015

2026 3-HOUR PM PEAK PERIOD TRIP GENERATION


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 621 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04 0 0 0 100 0 0 0 0 0 3 21 44 2 6 7 21 1 12 9 6 4 0 7 16 9 1 2 1 6 13 64 1 19 11 0 1 0 3 1 2 2 1 7 1 3 3 3 0 1 10 1 1 2 2 1 3 3 2 2 3 2 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10 0 0 0 4 0 0 0 0 0 2 3 8 0 1 1 2 0 1 3 2 2 0 2 2 3 0 1 0 2 4 8 1 2 3 0 0 0 1 0 1 1 0 1 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 111 0 0 0 25 0 0 0 0 0 4 60 53 2 11 5 15 2 9 22 14 13 1 16 12 20 2 4 2 14 25 51 4 14 21 0 2 0 5 2 5 4 2 5 3 3 5 5 0 2 9 1 2 3 3 2 3 2 3 3 6 2 612 0 0 0 58 0 0 0 0 0 10 58 285 8 25 13 34 4 24 69 44 28 1 46 27 64 4 10 6 31 63 150 10 32 62 0 4 0 12 5 13 9 5 12 7 7 12 13 0 4 22 3 4 7 7 4 8 5 7 7 8 4 1613 0 0 0 2 0 0 0 0 0 0 2 7 0 1 0 1 0 1 2 2 1 0 2 1 2 0 0 0 1 3 5 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 114 0 0 0 8 0 0 0 0 0 1 11 23 1 6 2 5 1 3 9 7 5 0 6 4 9 1 2 1 4 10 17 1 4 7 0 1 0 2 1 2 1 1 2 1 1 1 2 0 1 3 0 0 1 1 1 1 1 1 1 1 1 215 0 0 0 16 0 0 0 0 0 2 10 21 1 3 10 10 0 5 4 3 2 0 3 8 4 0 1 0 3 6 30 1 9 5 0 0 0 1 0 1 1 0 3 1 3 1 1 0 1 5 0 0 1 1 0 1 1 1 1 1 1 316 0 0 0 24 0 0 0 0 0 3 14 30 1 4 5 42 0 9 6 5 3 0 5 12 7 0 1 1 4 9 45 1 13 8 0 1 0 2 1 1 1 1 4 1 2 2 2 0 1 7 0 1 1 1 1 2 2 1 2 2 1 417 0 0 0 2 0 0 0 0 0 1 4 9 0 2 0 1 2 1 6 5 11 1 6 1 7 1 4 2 4 6 5 3 1 5 0 0 0 1 1 4 1 1 0 1 1 2 1 0 1 3 0 1 1 1 1 1 0 1 1 1 1 318 0 0 0 17 0 0 0 0 0 2 10 23 1 3 4 11 0 17 5 4 2 0 4 8 5 0 1 0 3 8 44 1 12 6 0 0 0 1 0 1 1 0 4 1 2 2 2 0 1 5 0 0 1 1 1 2 2 1 1 2 1 319 0 0 0 12 0 0 0 0 0 3 20 59 2 9 3 7 3 5 51 27 20 1 28 6 40 4 6 4 27 45 38 6 7 40 0 1 0 8 3 8 5 3 3 2 2 5 8 0 2 6 1 1 3 3 2 2 1 3 2 2 2 620 0 0 0 9 0 0 0 0 0 2 13 36 1 6 2 5 3 3 26 27 17 1 26 4 27 3 6 3 20 33 20 4 5 29 0 1 0 6 2 5 4 2 2 2 2 4 5 0 1 4 1 1 2 2 1 1 1 2 1 1 1 521 0 0 0 5 0 0 0 0 0 2 17 36 1 6 1 3 7 2 22 19 66 3 20 2 27 10 19 10 20 32 12 15 3 33 1 1 0 5 6 19 3 6 1 4 7 8 6 0 3 19 2 3 4 5 3 6 0 6 5 5 3 1322 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 1 1 3 0 1 0 1 1 1 1 1 2 1 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 123 0 0 0 10 0 0 0 0 0 2 16 41 2 6 2 6 3 4 29 28 19 1 31 5 41 3 8 4 30 42 31 6 5 31 0 1 0 5 3 8 5 3 3 2 2 4 6 0 1 5 1 1 2 2 1 2 1 3 2 2 1 624 0 0 0 16 0 0 0 0 0 2 10 21 1 3 4 11 0 6 4 3 2 0 3 22 4 0 1 0 3 6 30 1 10 5 0 0 0 1 0 1 1 0 3 1 1 1 1 0 1 5 0 0 1 1 1 1 1 1 1 3 1 325 0 0 0 19 0 0 0 0 0 5 27 82 3 12 4 11 5 8 53 38 40 2 52 9 80 6 14 8 51 78 68 11 11 65 0 1 0 13 5 15 9 5 4 5 3 8 10 0 3 10 2 2 5 4 3 4 2 5 3 4 3 1126 0 0 0 1 0 0 0 0 0 0 2 6 0 1 0 0 1 0 4 3 10 1 3 0 4 2 4 2 3 5 2 2 0 4 0 0 0 1 1 3 1 1 0 1 1 2 1 0 0 2 0 0 1 1 0 1 0 1 1 1 1 227 0 0 0 2 0 0 0 0 0 1 6 12 0 2 0 1 2 1 6 6 19 1 8 1 9 4 10 6 8 17 5 7 1 11 0 0 0 2 3 8 2 3 0 2 2 3 2 0 2 6 1 1 2 2 1 2 0 2 2 2 2 628 0 0 0 1 0 0 0 0 0 0 3 7 0 1 0 1 1 0 4 4 10 1 4 1 6 2 6 4 4 5 3 4 1 7 0 0 0 1 2 5 1 2 0 1 1 2 1 0 1 4 0 1 1 1 1 1 0 1 1 1 1 429 0 0 0 20 0 0 0 0 0 5 28 63 2 9 4 12 5 8 53 39 39 2 52 9 73 7 16 9 55 78 62 11 11 68 0 1 0 17 5 17 10 7 4 4 4 11 15 0 4 11 2 3 6 4 3 4 2 5 3 4 3 1330 0 0 0 29 0 0 0 0 0 7 38 91 4 15 6 17 5 13 71 53 51 3 63 14 93 8 26 9 68 185 109 20 16 148 1 2 0 25 10 27 18 10 9 6 6 16 23 0 8 16 3 3 9 6 4 7 4 10 6 7 5 2031 0 0 0 211 0 0 0 0 0 24 134 364 12 45 46 125 5 108 103 57 41 2 79 97 124 7 17 10 62 153 1085 15 117 138 0 7 0 27 7 20 24 7 61 11 30 29 32 0 8 75 4 7 15 11 8 26 29 17 21 34 14 5532 0 0 0 8 0 0 0 0 0 3 15 34 1 5 2 5 4 4 18 12 31 2 17 4 23 5 14 8 13 33 24 18 4 28 1 1 0 6 6 16 5 6 1 6 6 11 7 0 4 13 2 3 6 6 3 6 1 6 5 5 3 1333 0 0 0 20 0 0 0 0 0 2 12 26 1 4 4 12 0 8 5 4 2 0 4 10 5 0 1 1 4 7 37 1 32 6 0 1 0 1 0 1 1 0 4 1 2 2 2 0 1 6 0 0 1 1 1 2 2 1 1 2 1 334 0 0 0 22 0 0 0 0 0 5 28 76 3 10 5 13 4 8 55 40 41 2 41 10 69 5 14 8 55 139 80 16 12 125 1 1 0 20 8 21 14 8 7 6 5 14 17 0 5 15 2 3 6 6 4 5 2 7 4 5 6 1335 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 1 1 2 0 1 0 1 0 1 0 1 1 1 1 0 1 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 136 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 0 0 0 1 4 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 237 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 138 0 0 0 5 0 0 0 0 0 1 7 16 1 2 1 3 1 2 10 7 7 1 7 2 13 1 3 2 12 20 16 3 3 18 0 0 0 6 2 5 4 2 2 2 2 3 5 0 1 4 1 1 2 2 1 2 1 2 1 1 1 439 0 0 0 1 0 0 0 0 0 0 3 5 0 1 0 1 1 0 3 2 5 0 3 0 4 1 3 2 2 6 3 3 1 5 0 0 0 1 3 5 1 3 0 2 2 3 1 0 1 4 0 1 1 1 1 1 0 2 1 1 1 440 0 0 0 3 0 0 0 0 0 1 6 14 1 2 1 2 2 1 8 5 17 1 8 1 11 3 7 4 8 17 8 8 1 15 0 0 0 3 5 15 2 6 1 3 5 8 4 0 3 11 1 2 3 3 2 4 0 4 3 3 2 841 0 0 0 4 0 0 0 0 0 1 6 14 1 2 1 3 1 2 8 6 6 0 8 2 11 1 3 2 7 17 16 3 2 15 0 0 0 4 2 4 4 2 1 1 1 3 4 0 1 4 1 1 2 2 1 1 1 2 1 1 1 342 0 0 0 2 0 0 0 0 0 1 4 8 0 1 0 1 1 1 4 3 7 1 4 1 5 1 4 2 4 8 4 3 1 7 0 0 0 2 3 7 1 3 0 2 2 4 2 0 1 5 1 1 2 2 1 2 0 2 1 2 1 543 0 0 0 37 0 0 0 0 0 4 22 51 2 7 8 21 1 17 14 10 8 1 13 17 16 1 3 2 8 25 116 2 20 22 0 2 0 6 1 4 4 2 15 2 6 5 8 0 2 18 1 1 3 3 2 7 5 3 6 7 4 1344 0 0 0 10 0 0 0 0 0 1 6 14 1 2 2 6 2 5 7 5 12 1 6 5 9 3 7 4 5 10 23 5 5 12 0 1 0 3 4 7 2 4 2 16 5 22 3 0 9 16 5 8 12 15 10 6 1 13 5 5 6 2645 0 0 0 10 0 0 0 0 0 1 3 8 0 1 4 6 1 4 9 7 9 0 8 4 9 1 3 2 7 15 30 3 5 15 0 1 0 4 2 5 3 2 3 3 13 7 5 0 2 29 1 1 4 3 2 9 1 3 7 9 5 1846 0 0 0 7 0 0 0 0 0 1 4 9 0 1 2 4 1 3 7 6 10 1 5 3 7 2 4 2 7 13 23 5 4 14 0 1 0 3 3 10 2 5 2 12 7 34 3 0 12 16 5 6 17 13 9 5 1 14 4 4 7 2747 0 0 0 5 0 0 0 0 0 1 6 14 0 2 1 3 1 2 9 6 7 0 6 2 9 1 3 1 9 16 14 3 3 14 0 0 0 4 2 4 3 2 2 1 2 3 6 0 1 4 1 1 2 2 1 1 1 2 1 1 1 448 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 049 0 0 0 4 0 0 0 0 0 0 2 5 0 1 1 2 1 2 3 2 5 0 2 2 4 1 3 1 3 8 8 2 2 6 0 0 0 1 2 4 1 2 1 6 2 13 1 0 5 7 2 3 7 7 5 2 0 6 2 2 3 1250 0 0 0 54 0 0 0 0 0 4 21 45 2 6 12 32 5 25 44 32 41 2 34 25 46 6 14 8 25 58 126 11 30 69 0 4 0 16 8 19 14 8 13 10 39 22 21 0 8 183 4 5 12 12 8 55 6 17 44 42 22 8351 0 0 0 2 0 0 0 0 0 0 1 2 0 0 0 1 0 1 2 1 3 0 1 1 2 0 1 1 1 4 4 1 1 3 0 0 0 1 1 2 1 1 0 4 1 9 1 0 3 4 2 2 5 5 3 1 0 5 1 1 2 852 0 0 0 4 0 0 0 0 0 0 2 5 0 1 1 2 1 2 3 2 5 0 2 2 3 1 3 2 3 5 10 2 2 5 0 0 0 1 2 3 1 2 1 7 2 11 1 0 5 7 2 4 6 8 4 3 0 6 2 2 3 1753 0 0 0 5 0 0 0 0 0 1 3 6 0 1 1 3 1 2 4 3 6 0 4 2 5 1 3 1 4 8 15 3 3 7 0 0 0 2 2 4 1 2 1 7 4 14 2 0 7 10 3 4 10 10 6 4 1 9 3 3 5 1654 0 0 0 6 0 0 0 0 0 1 4 8 0 1 1 3 1 3 5 3 8 0 4 3 5 1 3 2 3 7 14 3 3 8 0 0 0 2 2 5 2 2 2 10 3 15 2 0 7 11 3 5 10 11 6 5 1 10 3 4 6 2355 0 0 0 4 0 0 0 0 0 0 2 5 0 1 1 2 1 2 3 2 5 0 2 2 3 1 2 1 2 4 9 2 2 5 0 0 0 1 1 3 1 1 1 6 2 10 1 0 5 7 2 3 7 6 5 2 0 7 2 2 4 1556 0 0 0 11 0 0 0 0 0 1 4 9 0 1 2 7 1 5 9 7 8 1 8 5 11 1 3 2 5 16 26 3 6 15 0 1 0 4 2 4 3 2 3 2 9 5 4 0 2 28 1 1 3 3 2 13 2 3 8 12 5 2457 0 0 0 18 0 0 0 0 0 2 9 23 1 3 4 10 1 8 7 5 4 0 6 8 8 1 2 1 4 12 54 1 11 8 0 1 0 2 1 2 2 1 5 1 3 2 3 0 1 9 0 1 1 1 1 4 4 1 3 4 2 658 0 0 0 6 0 0 0 0 0 1 4 8 0 1 1 3 1 3 5 3 8 1 4 3 6 1 3 2 3 10 18 3 3 8 0 0 0 2 2 5 2 2 2 8 3 16 2 0 6 11 4 4 9 9 7 4 1 13 4 4 5 2559 0 0 0 5 0 0 0 0 0 0 2 4 0 1 1 3 0 2 4 3 3 0 3 2 5 0 1 1 3 8 11 1 3 7 0 0 0 2 1 2 1 1 1 1 5 3 2 0 1 16 0 1 2 2 1 6 1 2 6 7 3 1160 0 0 0 7 0 0 0 0 0 0 2 5 0 1 1 4 1 3 6 4 4 0 4 7 7 1 2 1 4 11 21 1 4 9 0 1 0 2 1 3 2 1 2 2 6 3 3 0 1 21 1 1 2 2 1 9 1 2 7 10 3 1461 0 0 0 9 0 0 0 0 0 2 10 20 1 3 2 5 1 4 4 3 7 1 3 4 5 1 3 2 4 6 21 3 5 10 0 1 0 2 2 5 1 2 3 5 6 11 2 0 4 20 2 3 7 7 5 7 1 7 7 6 6 1962 0 0 0 49 0 0 0 0 0 9 47 116 4 17 11 29 5 21 22 16 42 3 19 23 25 8 19 11 17 37 123 15 27 29 1 7 0 9 12 24 7 12 13 27 29 52 11 0 18 99 10 18 27 35 23 42 6 38 26 33 24 11563 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 064 0 0 0 19 0 0 0 0 0 2 12 27 1 4 4 11 0 7 5 4 3 0 4 9 6 0 1 1 4 9 44 1 11 7 0 1 0 2 1 1 1 1 6 1 2 2 3 0 1 8 0 1 1 1 1 3 4 2 2 3 1 465 0 0 0 14 0 0 0 0 0 1 4 10 0 1 3 8 1 6 11 8 8 1 9 7 12 1 3 2 8 17 37 3 8 17 0 1 0 3 2 4 3 2 5 3 13 6 5 0 2 43 1 1 4 4 3 16 2 4 12 16 7 2866 0 0 0 17 0 0 0 0 0 1 5 13 1 2 4 10 1 8 13 9 11 1 11 8 14 2 4 2 8 20 41 4 9 16 0 1 0 5 2 7 4 2 4 3 11 7 6 0 2 38 1 2 4 4 2 15 2 4 12 14 7 2867 0 0 0 8 0 0 0 0 0 1 3 6 0 1 2 5 1 4 6 5 5 0 5 4 7 1 2 1 5 10 21 2 5 11 0 1 0 3 1 3 2 1 2 2 8 4 3 0 2 26 1 1 3 3 2 10 1 4 9 8 6 1868 0 0 0 11 0 0 0 0 0 2 10 25 1 4 2 6 1 5 5 4 9 1 4 5 5 1 4 2 4 7 27 3 6 9 0 1 0 2 2 5 2 2 4 6 6 11 3 0 4 22 2 3 6 6 4 9 2 9 7 7 5 2369 0 0 0 8 0 0 0 0 0 1 5 10 0 1 2 5 0 3 2 2 1 0 2 4 2 0 0 0 2 3 16 0 5 3 0 0 0 1 0 0 1 0 2 0 1 1 1 0 0 2 0 0 0 0 0 1 1 0 1 1 0 270 0 0 0 16 0 0 0 0 0 3 15 37 1 5 3 9 2 7 7 5 13 1 6 7 8 2 6 4 5 12 40 5 9 9 0 2 0 4 3 8 2 3 4 9 9 17 3 0 6 28 3 5 9 11 8 14 2 10 9 11 9 2971 0 0 0 11 0 0 0 0 0 1 4 9 0 1 2 7 1 5 9 6 7 0 7 5 10 1 3 2 5 14 28 2 6 11 0 1 0 4 2 4 3 2 3 2 9 4 4 0 2 26 1 1 3 3 2 13 2 3 8 10 5 2072 0 0 0 34 0 0 0 0 0 6 32 79 3 11 7 20 4 15 15 11 29 2 13 16 17 5 11 7 10 26 86 10 19 20 0 5 0 6 7 17 5 7 9 17 20 32 7 0 12 61 7 11 19 20 13 29 4 21 19 23 19 5773 0 0 0 24 0 0 0 0 0 5 24 58 2 8 5 14 3 11 11 8 21 2 9 11 12 3 8 5 7 18 61 7 13 15 0 3 0 4 5 12 3 5 5 14 12 22 5 0 9 43 5 7 13 13 9 16 3 15 13 17 13 5074 0 0 0 19 0 0 0 0 0 2 11 24 1 4 4 11 0 6 5 3 2 0 4 9 5 0 1 0 3 7 35 1 11 6 0 0 0 1 0 1 1 0 4 1 2 2 1 0 1 5 0 0 1 1 1 2 2 1 1 2 1 375 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 076 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 1 0 1 1 0 0 0 1 1 1 0 0 0 0 1 5 0 1 1 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 1 1 477 0 0 0 15 0 0 0 0 0 1 4 10 0 1 3 9 0 6 5 3 2 0 4 7 5 0 1 0 3 8 33 0 8 7 0 9 0 2 0 1 1 0 3 2 3 4 2 0 1 9 1 2 3 3 2 5 2 3 3 5 6 2578 0 0 0 12 0 0 0 0 0 0 1 2 0 0 3 7 0 4 4 3 1 0 3 5 4 0 0 0 3 6 24 0 6 5 0 8 0 1 0 0 1 0 3 1 2 2 1 0 1 7 0 1 1 1 1 3 1 1 2 2 5 2079 0 0 0 22 0 0 0 0 0 1 5 11 0 2 5 13 0 8 6 5 2 0 5 10 7 0 1 1 5 10 45 1 12 9 0 13 0 2 0 1 1 0 4 3 3 5 2 0 2 11 1 2 3 3 2 4 2 3 3 4 7 2380 0 0 0 12 0 0 0 0 0 1 5 10 0 1 3 7 0 5 3 2 3 0 3 6 4 0 1 1 2 5 25 1 7 4 0 7 0 1 0 1 1 0 2 2 2 3 1 0 1 7 1 1 2 2 1 3 1 2 2 2 3 1081 0 0 0 7 0 0 0 0 0 0 1 1 0 0 2 4 0 2 2 2 0 0 2 3 3 0 0 0 2 4 15 0 4 4 0 5 0 1 0 0 1 0 2 1 1 2 1 0 1 4 0 0 1 1 1 2 1 1 2 1 3 1282 0 0 0 5 0 0 0 0 0 1 3 7 0 1 1 3 0 2 1 1 1 0 1 2 1 0 0 0 1 2 10 0 3 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 183 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 0 0 0 0 1 1 0 0 0 1 1 4 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 284 0 0 0 6 0 0 0 0 0 1 4 7 0 1 1 4 0 2 2 1 1 0 1 3 2 0 0 0 1 2 11 0 3 2 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 2 0 0 0 0 0 1 0 0 0 1 0 185 0 0 0 2 0 0 0 0 0 0 1 1 0 0 0 1 0 1 1 0 0 0 1 1 1 0 0 0 1 1 5 0 1 1 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 286 0 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 1 1 1 0 0 1 1 1 0 0 0 1 1 4 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 287 0 0 0 3 0 0 0 0 0 0 0 1 0 0 1 2 0 1 1 1 0 0 1 1 1 0 0 0 1 1 6 0 2 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 0 0 0 1 0 0 0 0 1 488 0 0 0 4 0 0 0 0 0 0 1 2 0 0 1 3 0 2 1 1 0 0 1 2 1 0 0 0 1 2 8 0 2 2 0 3 0 0 0 0 0 0 1 0 1 1 0 0 0 2 0 0 0 0 0 1 1 0 1 1 1 489 0 0 0 10 0 0 0 0 0 1 5 11 0 2 2 5 0 3 2 2 1 0 2 4 2 0 0 0 2 3 16 0 5 3 0 0 0 1 0 1 0 0 2 0 1 1 1 0 1 2 0 0 0 0 0 1 1 0 1 1 0 190 0 0 0 2 0 0 0 0 0 0 0 1 0 0 1 1 0 1 1 1 0 0 1 1 1 0 0 0 1 1 5 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 291 0 0 0 5 0 0 0 0 0 0 3 5 0 1 1 2 0 1 1 1 0 0 1 2 1 0 0 0 1 2 8 0 2 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1

Total 0 0 0 1202 0 0 0 0 0 154 905 2245 80 308 255 699 106 497 966 688 845 51 794 545 1121 133 336 187 731 1541 3398 292 655 1368 11 118 5 298 170 425 222 177 288 284 366 554 319 1 209 1162 105 157 311 316 206 439 137 347 334 404 286 1097

Destination Zones

Origin Zones


63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 Total1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34 0 9 6 4 3 2 5 3 3 6 4 18 0 0 2 2 8 1 1 4 1 3 0 1 0 2 8 1 4 5515 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 89 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9

10 0 1 1 0 0 0 1 0 0 1 1 2 0 0 1 1 2 0 0 0 0 0 0 0 0 0 1 0 0 9211 0 7 5 3 3 2 4 3 3 6 4 13 0 1 4 4 15 2 2 3 2 2 1 2 1 3 5 2 3 61812 0 17 15 9 8 5 8 8 8 17 10 31 0 1 9 8 34 5 5 7 4 5 1 4 2 7 12 5 6 163213 0 1 1 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 6714 0 2 2 1 1 1 1 1 1 2 1 4 0 0 1 1 4 1 1 1 1 1 0 1 0 1 2 1 1 21715 0 4 3 2 1 1 2 1 1 3 2 9 0 0 1 1 4 0 1 2 0 1 0 0 0 1 4 1 2 25016 0 6 4 3 2 1 3 2 2 4 3 13 0 0 1 2 7 1 1 3 1 2 0 1 0 1 5 1 3 38617 0 1 2 1 1 1 0 1 1 3 2 1 0 0 1 1 3 0 1 0 0 0 0 0 0 1 1 0 0 16318 0 5 4 2 2 1 3 2 2 4 2 9 0 0 1 1 5 1 1 2 1 1 0 1 0 1 3 1 2 29819 0 3 4 2 2 2 2 3 2 7 4 6 0 0 2 2 6 1 1 1 1 1 0 1 0 1 2 1 1 63120 0 3 3 1 1 2 1 2 1 5 3 5 0 0 1 1 5 1 1 1 1 1 0 1 0 1 2 1 1 45221 0 1 9 6 5 4 1 6 5 13 8 3 0 0 2 2 6 1 1 1 1 0 0 1 0 2 1 1 1 64222 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5923 0 3 3 2 2 2 1 3 2 6 4 5 0 0 1 1 5 1 1 1 1 1 0 1 0 1 2 1 1 55024 0 4 3 2 1 1 2 1 1 3 2 9 0 0 1 1 4 1 1 2 0 2 0 0 0 1 3 1 2 27125 0 5 7 4 3 4 3 5 3 11 7 10 0 0 3 3 11 2 2 2 1 2 0 1 1 2 4 2 2 102626 0 0 1 1 1 1 0 1 1 2 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 12227 0 1 4 2 2 2 0 3 2 5 3 1 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 26828 0 0 2 1 1 1 0 2 1 3 2 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 16329 0 6 7 4 4 4 3 5 3 12 7 10 0 0 3 3 13 2 2 2 1 2 0 1 1 2 4 2 2 104030 0 9 10 7 5 6 5 9 6 21 13 15 0 1 5 4 18 3 3 3 2 2 1 2 1 3 6 2 3 161931 0 66 55 32 27 19 34 27 28 59 30 111 0 3 19 21 91 9 13 24 8 17 3 9 5 14 44 9 23 459432 0 2 8 6 4 4 1 6 5 14 8 4 0 0 3 3 15 1 2 1 1 1 0 1 1 2 2 1 1 61733 0 5 4 2 2 1 3 2 2 4 2 12 0 0 1 1 5 1 1 2 1 2 0 1 0 1 4 1 2 33834 0 7 8 4 5 6 3 6 4 14 8 11 0 1 4 3 12 2 2 2 2 2 0 1 1 2 4 2 2 124535 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 6436 0 1 1 0 0 1 0 1 0 2 1 1 0 0 3 3 10 2 2 0 0 0 0 1 1 2 0 1 0 9037 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5738 0 2 2 2 1 1 1 3 2 4 3 3 0 0 1 1 4 0 1 1 0 0 0 0 0 1 1 0 1 29339 0 0 2 1 1 1 0 2 1 4 2 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 15540 0 1 5 4 3 3 0 4 3 8 5 1 0 0 1 1 4 0 1 0 0 0 0 0 0 1 1 0 0 34641 0 1 2 1 1 1 1 2 1 4 2 2 0 0 1 1 3 0 1 1 0 0 0 0 0 1 1 0 0 25842 0 1 3 1 2 2 0 2 2 5 3 1 0 0 1 1 3 0 1 0 0 0 0 0 0 0 0 0 0 20443 0 16 14 8 6 6 7 6 6 14 6 19 0 1 4 5 22 2 3 5 2 3 1 2 1 3 8 2 4 79544 0 3 8 6 5 8 2 12 5 22 16 5 0 0 2 2 8 1 2 1 1 1 0 1 0 1 2 1 1 53745 0 3 15 9 9 6 2 9 9 19 10 5 0 0 3 2 8 1 1 1 1 1 0 1 0 1 2 1 1 46846 0 2 6 5 5 9 1 12 4 23 14 4 0 0 2 2 6 1 1 1 1 1 0 1 0 1 2 1 1 51947 0 2 2 1 1 1 1 2 1 4 2 2 0 0 1 1 3 0 1 1 0 0 0 0 0 1 1 0 1 26648 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5249 0 1 3 2 2 4 1 5 2 10 7 2 0 0 1 1 3 0 1 0 0 0 0 0 0 1 1 0 0 26150 0 17 72 49 40 28 10 40 42 88 53 28 0 2 15 13 50 5 8 7 4 4 2 5 3 8 13 5 6 211851 0 1 2 1 1 2 0 4 1 7 5 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 17552 0 1 3 3 2 4 1 6 2 12 8 2 0 0 1 1 3 0 1 0 0 0 0 0 0 1 1 0 0 27553 0 2 5 4 3 5 1 8 3 17 10 3 0 0 1 1 4 1 1 1 0 0 0 0 0 1 1 1 1 34954 0 2 6 4 4 6 1 11 4 18 11 3 0 0 2 1 5 1 1 1 1 0 0 1 0 1 1 1 1 39255 0 1 4 2 2 4 1 7 2 12 7 2 0 0 1 1 3 1 1 0 0 0 0 0 0 1 1 0 0 27156 0 5 18 10 10 8 2 11 12 24 12 6 0 1 4 3 10 1 2 2 1 2 0 1 1 2 3 1 1 52257 0 8 6 4 3 3 3 3 3 7 4 9 0 0 2 2 11 1 2 2 1 1 0 1 1 2 4 1 2 41658 0 3 7 4 5 8 1 9 4 19 12 3 0 0 2 1 5 1 1 1 1 0 0 1 0 1 1 1 1 41159 0 2 10 6 6 5 1 5 5 11 6 3 0 0 1 1 4 1 1 1 0 0 0 0 0 1 1 0 1 28360 0 3 14 8 7 5 1 6 7 14 9 4 0 0 2 2 6 1 1 1 1 1 0 1 0 1 1 1 1 36761 0 4 11 7 8 6 1 10 6 23 14 5 0 1 6 5 16 2 3 1 1 1 1 2 1 2 2 2 1 48762 0 16 57 39 31 35 8 43 32 84 65 26 0 4 29 26 78 10 17 6 7 4 3 8 5 12 11 9 5 219263 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6364 0 15 9 4 3 2 5 3 3 6 4 10 0 0 1 1 7 1 1 3 1 2 0 1 0 1 4 1 2 40065 0 9 45 25 15 10 3 13 16 33 17 7 0 1 4 3 12 2 2 2 1 1 0 1 1 2 3 1 2 68966 0 8 36 24 18 10 4 14 18 30 18 9 0 1 5 5 15 2 3 2 1 1 1 2 1 2 4 2 2 72567 0 4 16 13 11 6 2 11 9 23 15 4 0 0 3 2 8 1 2 1 1 1 0 1 0 1 2 1 1 45168 0 5 14 8 8 9 2 10 9 21 15 6 0 1 6 6 19 3 4 1 2 1 1 2 1 3 2 2 1 54669 0 4 2 1 1 1 3 1 1 2 1 4 0 0 1 1 3 0 0 1 0 1 0 0 0 1 2 0 1 19470 0 7 19 12 13 10 3 18 13 35 19 8 0 1 9 9 28 5 6 2 2 1 1 3 1 4 3 3 2 76271 0 6 19 15 11 9 2 12 14 27 17 6 0 1 4 4 12 2 2 2 1 2 0 1 1 2 3 1 1 53872 0 15 46 26 28 22 6 35 29 86 41 18 0 4 19 21 57 10 13 5 5 3 3 6 4 8 7 6 4 155473 0 10 29 18 19 17 4 21 20 46 36 13 0 2 13 13 42 7 9 3 4 2 2 4 3 6 5 4 3 111374 0 5 3 2 2 1 3 2 2 3 2 29 0 0 1 1 4 1 1 2 1 2 0 1 0 1 4 1 2 35575 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7576 0 1 1 1 1 1 0 2 1 5 2 1 0 1 7 5 19 3 4 0 1 0 1 1 1 2 0 2 0 17377 0 5 8 5 4 9 2 12 4 27 17 8 0 7 54 38 133 20 30 2 10 1 6 10 8 15 3 12 2 75978 0 4 4 3 3 6 2 9 3 24 12 6 0 5 31 45 117 21 19 2 8 1 4 9 6 13 2 10 1 60779 0 8 8 5 5 9 4 13 5 24 15 12 0 7 48 56 320 22 31 4 15 2 6 17 8 25 5 17 2 105880 0 4 5 3 3 5 2 7 3 15 9 6 0 4 25 30 83 23 19 2 7 1 4 8 7 14 3 9 1 55081 0 3 2 2 2 5 1 7 2 15 9 4 0 4 28 19 64 13 18 1 5 1 4 5 5 8 1 6 1 41882 0 2 1 1 1 0 1 1 1 1 1 3 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 1 16083 0 1 1 0 0 1 0 1 0 2 1 1 0 0 3 3 11 2 2 0 1 0 0 1 1 2 0 1 0 14284 0 2 1 1 1 0 1 1 1 1 1 3 0 0 1 1 2 0 0 1 0 1 0 0 0 0 1 0 1 17785 0 1 1 1 1 1 0 2 1 3 2 1 0 1 6 5 16 4 5 0 1 0 1 2 1 3 0 2 0 17586 0 1 1 0 0 1 0 1 0 2 1 1 0 0 3 4 15 2 2 0 2 0 1 4 1 3 0 2 0 16287 0 1 1 1 0 1 0 2 0 5 3 1 0 1 6 6 17 5 5 0 2 0 1 2 3 3 1 2 0 19488 0 1 1 1 1 1 1 2 1 4 2 2 0 1 6 6 25 4 4 1 3 0 1 3 1 12 1 3 1 23189 0 2 1 1 1 0 1 1 1 2 1 4 0 0 0 1 2 0 0 1 0 1 0 0 0 1 5 0 1 21390 0 1 1 0 0 1 0 1 0 2 2 1 0 0 3 3 12 2 2 0 1 0 1 1 1 2 0 1 0 15991 0 1 1 0 0 0 1 0 0 1 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 1 150

Total 0 390 723 454 397 372 186 523 406 1131 684 618 0 64 440 433 1600 223 280 137 130 97 58 143 88 227 242 152 127 39174

Origin Zones

Destination Zones

ATTACHMENT 5

SCREEN LINE ANALYSIS SUMMARY

Screenline Screenline Link

Existing Traffic

Count Data Peak Hour

Screenline Peak

Direction

Existing Modelled Volume

Peak Hour Peak

Direction

Existing Modelled

Volume Peak Hour Peak Direction -

After Adjustments

2026 Peak Direction

2026 Future Do-nothing

Volume Peak Hour Peak Direction

2026 Future Plan Volume Peak Hour

Peak Direction

2001 Existing Capacity

2026 Future Plan Link Capacity

Princess Street 400 WB 221 243 WB 408 439 1,100 1100Taylor Kidd Boulevard 297 WB 198 218 WB 307 311 1,100 1100Hwy. 33 (Bath Rd / Loyalist Prkwy) 662 WB 807 896 WB 945 954 900 900

CORONATION BLVD. - NEIL ROAD TOTAL 1,359 WB 1,226 1,357 WB 1,660 1,704 3,100 3,100

Princess Street 553 WB 229 243 WB 267 277 900 900Woodbine Road 276 WB 322 338 WB 361 368 350 350Taylor Kidd Boulevard 717 WB 1,001 1,061 WB 1,312 1,382 1,800 1800Hwy. 33 (Bath Rd / Loyalist Prkwy) 952 WB 655 694 WB 943 715 1,800 1800

BAYRIDGE DRIVE TOTAL 2,498 WB 2,207 2,336 WB 2,882 2,742 4,850 4,850

Highway 401 1,085 EB 1,200 1,260 EB 1,873 1,873 3,600 3600HIGHWAY 401, WEST OF COUNTY ROAD 4 TOTAL 1,085 EB 1,200 1,260 EB 1,873 1,873 3,600 3,600

future plan only Cataraqui Woods 0 0 0 WB 0 721 0 500Princess Street 1,230 WB 1,407 1,044 WB 2,003 1,717 1,800 1800Taylor Kidd Boulevard 1,236 WB 1,186 880 WB 1,230 1,107 1,800 1800Bath Road 912 WB 1,986 1,473 WB 2,181 1,753 1,800 1800

GARDINERS ROAD TOTAL 3,378 WB 4,579 3,397 WB 5,414 5,297 5,400 5,900

Counter Street 315 WB 447 589 WB 1,090 1,670 900 1800Princess Street 1,331 WB 1,342 1,769 WB 2,551 2,345 1,800 1800Hwy. 33 (Bath Rd / Loyalist Prkwy) 1,767 WB 1,416 1,866 WB 2,514 2,554 1,800 1800Front Road / King Street West 1,161 WB 265 349 WB 700 588 1,800 1800

LITTLE CATARAQUI CREEK TOTAL 4,574 WB 3,470 4,573 WB 6,855 7,157 6,300 7,200

Concession Street 748 WB 637 902 WB 1,073 985 750 750Princess Street 740 WB 776 1,098 WB 1,012 1,019 750 750Brock Street 1,086 WB 808 1,143 WB 1,388 1,353 1,500 1500Johnson Street 0 WB 0 0 WB 0 0 0 0Earl Street 130 WB 305 431 WB 420 428 350 350Union Street 659 WB 286 408 WB 373 307 500 500King Street West 990 WB 258 365 WB 603 582 750 750

VICTORIA STREET - BEVERLY STREET TOTAL 4,353 WB 3,070 4,348 WB 4,869 4,674 4,600 4,600

Counter Street 450 EB 547 829 EB 1,125 1,828 900 1800Elliot Avenue 344 EB 77 115 EB 372 155 500 500Concession Street 607 EB 455 671 EB 757 927 750 750

DIVISION STREET TOTAL 1,401 EB 1,079 1,615 EB 2,255 2,909 2,150 3,050

SCREEN LINE ANALYSIS SPREADSHEET SUMMARYCITY OF KINGSTON TRANSPORTATION MASTER PLAN

EAST-WEST SCREENLINES

City of Kingston Transportation Master Plan


Existing Traffic


Screenline Peak

Direction


Peak Hour Peak

Direction

Existing Modelled


After Adjustments

2026 Peak Direction


Volume Peak Hour Peak Direction


Peak Direction




EAST-WEST SCREENLINES

Queen Street 778 WB 234 509 WB 861 824 1,500 1500Princess Street 0 WB 0 0 WB 0 0 0 0Brock Street 1,328 WB 877 1,905 WB 2,539 2,295 1,500 1500Johnson Street 0 WB 0 0 WB 0 0 0 0Earl Street 51 WB 87 188 WB 248 288 350 350Union Street 251 WB 97 213 WB 161 153 500 500King Street West 660 WB 116 252 WB 404 733 750 750

BARRIE STREET TOTAL 3,068 WB 1,411 3,068 WB 4,213 4,292 4,600 4,600

future plan only 3rd Crossing 0 WB 0 875 0 900LaSalle Causeway 1,065 EB 1,344 1,425 WB 1,640 1,128 900 900

CATARAQUI RIVER TOTAL 1,065 EB 1,344 1,425 WB 1,640 2,003 900 1,800

Middle Road 70 EB 60 68 EB 47 94 600 600Hwy. 2 253 EB 230 256 EB 0 339 1,100 1100

ABBEY DAWN ROAD TOTAL 323 EB 290 324 EB 475 433 1,700 1,700



Existing Traffic


Screenline Peak

Direction


Peak Hour Peak

Direction

Existing Modelled


After Adjustments

2026 Peak Direction


Volume Peak Hour Peak Direction*


Peak Direction



Bayridge Drive 631 NB 21 142 NB 565 291 750 750Days Road 599 NB 160 1085 NB 964 875 750 750

FRONT ROAD WEST TOTAL 1230 NB 181 1227 NB 1529 1166 1500 1500

Division Street 877 NB 696 953 NB 1,008 777 750 750Patrick Street 67 NB 290 398 NB 444 348 0 0Montreal Street 622 NB 310 429 NB 514 488 500 500Rideau Street 500 NB 210 288 NB 345 424 750 750

future plan only Wellington Street 0 0 0 NB 0 492 0 500JOSEPH STREET TOTAL 2,066 NB 1,506 2,068 NB 2,311 2528 2,000 2,500

Portsmouth Avenue 268 NB 130 138 NB 220 246 500 500Sir John A. Macdonald 315 NB 118 125 NB 469 325 1,800 1800Alfred Street 26 NB 344 365 NB 386 469 500 500Division Street 302 NB 294 309 NB 413 400 750 750Barrie Street 272 NB 554 587 NB 602 646 500 500

JOHNSON STREET TOTAL 1,183 NB 1,440 1,524 NB 2,089 2087 4,050 4,050

Division Street 565 NB 578 837 NB 790 852 750 750Barrie Street 189 NB 203 296 NB 287 298 500 500Clergy Street 145 NB 10 15 NB 12 0 350 350Sydenham Street 580 NB 0 0 NB 0 6 350 350Montreal Street 194 NB 339 495 NB 726 696 500 500Bagot Street 199 NB 170 247 NB 214 175 350 350Wellington Street 214 NB 222 321 NB 407 411 750 750King Street 306 NB 134 194 NB 204 335 350 350Ontario Street 652 NB 441 638 NB 699 564 750 750

QUEEN STREET TOTAL 3,044 NB 2,097 3,044 NB 3,338 3335 4,650 4,650

Division Street 1,155 NB 1,109 1,164 NB 1,463 864 750 750Mid-Block 0 NB 0 445 0 500Montreal Street 371 NB 518 549 NB 630 675 900 900

ELLIOT AVENUE TOTAL 1,526 NB 1,627 1,713 NB 2,093 1985 1,650 2,150

Division Street 565 NB 339 537 NB 660 715 750 750Patrick Street 51 NB 321 508 NB 506 480 350 350Montreal Street 474 NB 153 244 NB 401 218 500 500Bagot Street 126 NB 181 286 NB 401 224 350 350Rideau Street 572 NB 133 211 NB 297 211 350 350Wellington Street 0 NB 0 0 NB 0 661 0 500

RAGLAN ROAD TOTAL 1,788 NB 1,127 1,786 NB 2,265 2509 2,300 2,800


NORTH-SOUTH SCREENLINES



Existing Traffic


Screenline Peak

Direction


Peak Hour Peak

Direction

Existing Modelled


After Adjustments

2026 Peak Direction




Peak Direction





future plan only Leroy Grant 0 0 0 NB 0 399 0 500Portsmouth Avenue 765 NB 333 550 NB 764 768 500 500Sir John A. Macdonald 1,134 NB 606 1,000 NB 2,387 2,282 1,800 1800Division Street 707 NB 617 1,009 NB 1,033 1,137 750 750Patrick Street 67 NB 244 399 NB 336 420 350 350Montreal Street 574 NB 223 367 NB 448 562 500 500Rideau Street 488 NB 210 344 NB 420 560 350 350

future plan only Wellington Street 0 0 0 NB 0 782 0 500BATH - CONCESSION TOTAL 3,735 NB 2,233 3,668 NB 5,388 5729 4,250 4,750

Collins Bay Road 331 NB 252 395 NB 767 891 500 500Bayridge Drive 710 NB 274 426 NB 748 916 750 750Gardiners Road 1,320 NB 983 1,540 NB 2,105 1,857 1,800 1800

HWY. 33 (BATH ROAD) TOTAL 2,361 NB 1,509 2,361 NB 3,620 3664 3,050 3,050

Division Street 865 NB 1,296 1,400 NB 1,711 1,763 1,800 1800Montreal Street 642 NB 217 234 NB 274 248 900 900

WELLER AVENUE TOTAL 1,507 NB 1,513 1,634 NB 1,985 2011 2,700 2,700

Midland Avenue 420 NB 511 597 SB 664 528 750 750Gardiners Road 1,156 NB 686 808 SB 2,083 1,210 1,800 1800Centennial Drive 0 0 0 SB 0 1,810 0 1500Sydenham Road 611 NB 605 706 SB 1,059 796 750 750Sir John A. Macdonald 820 NB 760 896 SB 1,261 1,014 1,800 1800

PRINCESS STREET - COUNTER STREET TOTAL 3,007 NB 2,562 3,006 SB 5,067 5358 5,100 6,600

Gardiners Road 925 NB 1,320 1,426 NB 2,330 2,098 1,800 2700Sydenham Road 708 NB 597 645 NB 776 1,002 750 750Sir John A. Macdonald 961 NB 832 899 NB 1,638 1,366 1,800 1800Division Street 980 NB 1,270 1,372 NB 1,800 1,981 1,800 1800

HWY. 401 SOUTH - WEST TOTAL 3,574 NB 4,019 4,342 NB 6,544 6448 6,150 7,050

Gardiners Road 781 NB 1,102 890 NB 1,157 1,637 900 1100Sydenham Road 565 NB 681 545 NB 833 803 750 750Perth Road 549 NB 573 459 NB 621 629 1,100 1100

HWY. 401 NORTH - WEST TOTAL 1,895 NB 2,356 1,894 NB 2,611 3069 2,750 2,950



Existing Traffic


Screenline Peak

Direction


Peak Hour Peak

Direction

Existing Modelled


After Adjustments

2026 Peak Direction




Peak Direction





Montreal Street 549 NB 265 838 NB 1,006 598 1,800 1800Hwy. 15 661 NB 121 372 NB 1,000 438 1,100 1100

HWY. 401 SOUTH - EAST TOTAL 1,210 NB 386 1,210 NB 2,006 1036 2,900 2,900

Battersea Road 575 SB 288 716 SB 986 1,029 1,100 1100Hwy. 15 303 SB 64 159 SB 303 252 1,100 1100

HWY. 401 NORTH - EAST TOTAL 878 SB 352 875 SB 1,289 1281 2,200 2,200
