2015 Traffic Counting Report

Traffic Volume Report 2010-2015

Engineering Services Traffic Branch

P: 780 874 3700 6623-52 Street www.lloydminster.ca

Table of Contents SECTION

PAGE NO.

Table of Contents

1

List of Tables

2

1

Section 1 - Introduction

1

1.1 1.2 1.3

1 1 2

2

3

Definitions and Abbreviations Traffic Counting Methods AADT Conversion Factor

Section 2 – Automatic Traffic Counts

4

2.1 2.2 2.3

4 4 4

Automatic Count Summary Annual Average Daily Traffic Volumes Top Ten Highest Volume Roadways

Section 3 – Manual Traffic Counts

8

3.1 3.2 3.3 3.4

8 8 8 8

Manual Traffic Count Summary Morning Peak Period Afternoon Peak Period Top Ten Highest Volume Intersections

4

Section 4 – Conclusion

12

A.

Appendix A – ADT Volumes

13

A.

Appendix B – AADT Volumes

15

A.

Appendix C - Turning Movement Summary

17

A.

Appendix D – Morning Peak Volume

23

A.

Appendix E – Afternoon Peak Volume

26

List of Tables Table Table Table Table Table Table Table Table Table

1 2 3 4 5 6 7 8 9

– Lloydminster Population Information - Monthly Correction Factor – Top Ten Highest Volume Roadways in 2015 - 2010 Top Eight* AM/PM Peak Volume Intersections - 2011 Top Ten AM/PM Peak Volume Intersections - 2012 Top Ten AM/PM Peak Volume Intersections - 2013 Top Ten AM/PM Peak Volume Intersections - 2014 Top Ten AM/PM Peak Volume Intersections - 2015 Top Ten AM/PM Peak Volume Intersections

1 3 4 9 9 10 10 11 11

List of Figures Figure 1 – Average Daily Traffic Along College Drive since 2010 Figure 2 – Average Daily Traffic Along 44 Street since 2010 Figure 3 – Average Daily Traffic Along 50 Avenue since 2010

5 6 7

1

Section 1 - Introduction The City of Lloydminster’s Engineering Services department has conducted extensive traffic studies on Lloydminster streets and intersections since 1990. A counting program began in 1990 using both automatic tube counters and manual intersection traffic volume studies. The information is typically used for traffic planning and control purposes. Traffic volume data is available to commercial enterprises, other city departments, government agencies, and the general public. This Traffic Volume Report includes data collected from 2010 through to 2015 to show the recent traffic trends.

1.1

DEFINITIONS AND ABBREVIATIONS

In this report, the following words shall have the meaning hereinafter assigned to them:   

"City" shall refer to the City of Lloydminster.

ADT (Average Daily Traffic) – The average 24 hour two-way traffic for a roadway based on a specified date when the traffic counts were taken.

AADT (Average Annual Daily Traffic) – The average 24 hour two-way traffic for a roadway based on the volume for an entire year.

In this report, the population of Lloydminster is referenced and is based off of the census information from 2015, 2013, and 2011. Population information for these years is as follows: Table 1 – Lloydminster Population Information Year Population 2011 27,804 2013 31,483 2015 31,377 1.2

TRAFFIC COUNTING METHODS 1.2.1 Automatic Traffic Counts In 1990, the City of Lloydminster started to use automatic tube counters to conduct traffic characteristic studies. Tube counters are long tubes that lay across the road and are connected to a mechanical counter. The mechanical counter registers a count every time a vehicle passes over the tube(s) on the road. This type of counter is capable of providing accurate data collection for many different types of traffic studies. With these counters, the City is able to collect information on axle volume, axle classification, axle gap, traffic volume, traffic speed, and vehicle-specific characteristics for each vehicle that passes over the tubes. Automatic traffic counts that are conducted with the tube

1

counters are carried out over one-week periods during the spring and/or fall months at locations that are determined on an as-required basis.

1.2.2 Manual Traffic Counts Manual traffic counts are also referred to as turning movement counts. They are needed at intersections to be able to record the turning movements of all vehicles as this cannot be completed by tube counters. A traffic counting consultant conducts manual traffic counts over the spring and/or fall months of each year at high priority intersections throughout Lloydminster. Occasionally, City employees conduct counts on specific intersections if the data is needed immediately. Since it is not feasible to conduct manual traffic counts at all intersections every year, only higher priority locations are counted annually and lower priority locations are counted every 2-5 years.

From 2010-2015, a total of one hundred and ninety-six (196) manual counts were conducted throughout Lloydminster recording all traffic and pedestrian movements at one hundred and seven (107) different intersections.

1.3

AADT CONVERSION FACTOR

Traffic volume data that is collected over a short period of time is not representative of annual traffic flow due to the vast fluctuations in traffic volume over a one year period. For example, the number of vehicles traveling towards highways on a Friday afternoon will be higher in the summer than in the winter as many people are leaving the city for vacations. In July and August, traffic patterns are also different as a result of children not being in school. To account for the fluctuations experienced due to seasonal conditions, a monthly correction factor is applied to the collected Average Daily Traffic (ADT) data.

2

The correction factors used are shown below in Table 2. The City of Lloydminster does not have permanent traffic counting stations so the following correction factors were established based on a review of best practices and data from other municipalities.

Table 2 - Monthly Correction Factor Month January February March April May June July August September October November December

Factor 1.15 1.11 1.03 1.01 1.00 0.93 0.96 0.94 0.94 0.94 0.98 1.04

3

2

Section 2 – Automatic Traffic Counts 2.1

AUTOMATIC COUNT SUMMARY

Appendix A provides a complete listing of all the automatic count locations that have been used throughout the City from 2010 to 2015). There are sixty-five (65) counting locations.

The information in this table is based on ADT. The orange, bold values are projected values based primarily on census data, and then on either on the growth rates as taken from the “Comprehensive Growth Strategy Report” or a general growth rate of 2.5% where no census data exists.

2.2

ANNUAL AVERAGE DAILY TRAFFIC VOLUMES

Appendix B provides the Annual Average Daily Traffic (AADT) volumes after applying the appropriate factors to the ADT volumes. Note that blank cells indicate that no count was taken that year for that specific intersection. The orange, bold values are projected values based primarily on census data, and then on either on the growth rates as taken from the “Comprehensive Growth Strategy Report” or a general growth rate of 2.5% where no census data exists.

2.3

TOP TEN HIGHEST VOLUME ROADWAYS

The top ten highest volume roadways of 2015 are presented in the table below: Table 3 – Top Ten Highest Volume Roadways in 2015 Roadway

Location

Volume

44 Street

East of 66 Avenue

32834

44 Street

West of 57 Avenue

27182

44 Street

East of 75 Avenue

26784

44 Street

East of 52 Avenue

26768

44 Street

West of 75 Avenue

23226

44 Street

East of 40 Avenue

19447

50 Avenue

North of 36 Street

17585

50 Avenue

South of 25 Street

14640

59 Avenue

South of 36 Street

14309

50 Avenue

North of 25 Street

14104

In the following sections, trends for some of the major, high volume, arterial roads, including roadways listed in the above table, are presented for the purpose of observing trends over the years. In summary, there is a general trend for increase over the years until 2015 where, in most cases, volumes dropped. The overall drop in traffic volumes and the City’s population

4

in 2015 may be attributed to the fall in oil prices and subsequent economic downturn in the area.

2.3.1 College Drive Trends College Drive usage increased steadily with population from years 2010 to 2012. In 2013, there was a significant drop in volume along College Drive between Highway 16 and Highway 17 due to construction. Construction affected access to 62 Avenue north of 44 Street, access to 52 Street, and there were delays south of 36 Street. As a result of construction north of Highway 16, drivers were using 47 Street to access the intersection of 52 Street and 62 Avenue hence the continued volume growth for this intersection/roadway.

Average Daily Traffic Along College Drive 18000

16000

Average Daily Traffic (vehicles per day)

14000

12000

10000 South of 52 Street North of 36 Street

8000

South of 36 Street West of 50 Avenue

6000

4000

2000

0 2010

2011

2012

2013

2014

2015

Year

Figure 1 – Average Daily Traffic Along College Drive since 2010 2.3.1 44 Street/Highway 16 Trends With the decrease in population of the City in 2015, the volumes on 44 Street also decreased.

The major rehabilitation work from 2011 to 2013 may have caused the sharp increase in

5

traffic as sections were re-opened. In 2013, there was a sharp decrease in traffic utilizing the College Drive roadways north and south of 44 Street. As a product of the changes on College Drive, the traffic was forced to resort to alternate routes meaning higher than usual volumes on 44 Street travelling east/west between College Drive and 50 Avenue rather than the usual College Drive route.

Average Daily Traffic Along 44 Street 50000

45000

Average Daily Traffic (vehicles per day)

40000

35000

30000 West of 75 Avenue

25000

West of College Drive East of College Drive West of 50 Avenue

20000

East of 40 Avenue

15000

10000

5000

0 2010

2011

2012

2013

2014

2015

Year

Figure 2 – Average Daily Traffic Along 44 Street since 2010 2.3.1

50 Avenue/Highway 17 Trends

As with most of the roadways in the City, 50 Avenue realized increased volumes of traffic from 2010 to 2012. The exception is north of 36 Street where the sharp decrease may be explained by the extension of 36 Street to 40 Avenue as this provided another northbound corridor for residents in and around the Colonial Park subdivision. The opening of the 36 Street & 40 Avenue intersection and 12 Street & 47A Avenue intersection are likely factors in the gradual decreased use of the 50 avenue roadway just north and south of 25 Street.

6

Average Daily Traffic Along 50 Avenue 30000

Average Daily Traffic (vehicles per day)

25000

20000

North of 52 Street

15000

North of 36 Street North of 25 Street South of 25 Street South of 36 Street

10000

5000

0 2010

2011

2012

2013

2014

2015

Year

Figure 3 – Average Daily Traffic Along 50 Avenue since 2010

7

3

Section 3 – Manual Traffic Counts 3.1

MANUAL TRAFFIC COUNT SUMMARY

The City has turning movement count data for one-hundred and seven (107) intersections from 2010 to 2015. Data was collected from the following time periods:  7:00 – 9:00am;  11:30am – 1:30pm (11:00am – 1:00pm in some cases); and  4:00 – 6:00pm.

Appendix C provides a list of all completed manual traffic counts conducted from 2010 to 2015. Note that Appendix C tables represent the amount of vehicles leaving the intersection in all directions. Copies of turning movement diagrams for intersections may also be requested from the City via email to engservices@lloydminster.ca.

3.2

MORNING PEAK PERIOD

Appendix D shows the volume of traffic flowing through an intersection over the one (1) hour period with the most traffic between 7:00 – 9:00am. These values are ADT as it is based on the raw data that was collected.

3.3

AFTERNOON PEAK PERIOD

Appendix E shows the volume of traffic flowing through an intersection over the one (1) hour period with the most traffic between 4:00 – 6:00pm. These values are ADT as it is based on the raw data that was collected.

3.4

TOP TEN HIGHEST VOLUME INTERSECTIONS

Table 4 through 7 illustrate the ten (10) intersections carrying the largest volumes of traffic from 2010 to 2015. Note that variance in the top ten busiest intersections exist over the years as not all listed intersections were counted every year. Also, construction on major roadways can have an impact on traffic patterns.

From these tables, it can be seen that the two intersections with the most traffic are 50 Ave and 44 St (Highway 16 & Highway 17) and 62 Ave and 44 St (College Drive & Highway 16).

Most of the highest volume intersections are along with 44 St (Highway 16) or 50 Ave (Highway 17). Of the intersections that are not along one of the provincial highways, 59 Ave (College Drive) and 36 St also shows relatively high volumes of traffic.

It is also apparent that the overall volume of traffic has increased from 2010 to 2015. Most of the intersections show an increase year over year. However, due to the major construction on 44 St from 45 to 50 Ave starting in 2012, there is a decrease in traffic in this area from 2010

8

to 2013 and it begins to increase again in 2014. There is a noticeable drop in volumes from 2014 to 2015 which, as previously mentioned, may be attributed to the fall in oil prices and subsequent economic downturn in the area.

Table 4 - 2010 Top Eight* AM/PM Peak Volume Intersections 2010 Rank

AM Peak Hour

PM Peak Hour

Intersection Location

Volume

Intersection Location

Volume

1

50 Ave 44 St

2148

50 Ave 44 St

2709

2

49 Ave 36 St

1341

50 Ave 36 St

2157

3

50 Ave 36 St

1327

49 Ave 44 St

2139

4

49 Ave 44 St

1259

50 Ave 39 St

1348

5

50 Ave 39 St

1015

49 Ave 36 St

1156

6

50 Ave 55 St

820

50 Ave 55 St

1010

7

55 Ave 52 St

698

55 Ave 52 St

731

8

52 Ave 52 St

498

52 Ave 52 St

645

*NOTE: Only eight (8) traffic counts with data from 2010 are available

Table 5 - 2011 Top Ten AM/PM Peak Volume Intersections 2011 Rank

AM Peak Hour Intersection Location

1

PM Peak Hour Volume

Intersection Location

Volume

59 Ave 36 St

1682

59 Ave 36 St

2253

2

57 Ave 36 St

1256

62 Ave 43 St

1571

3

59 Ave 29 St

1242

59 Ave 29 St

1455

4

62 Ave 43 St

1200

57 Ave 36 St

1423

5

59 Ave 25 St

1139

59 Ave 25 St

1272

6

53 Ave 25 St

909

53 Ave 25 St

1235

7

65 Ave 36 St

754

65 Ave 36 St

1064

8

62 Ave 36 St

745

62 Ave 36 St

1043

9

57 Ave 39 St

657

70 Ave 41 St

987

10

66 Ave 39 St

579

52 Ave 42 St

985

9

Table 6 - 2012 Top Ten AM/PM Peak Volume Intersections 2012 Rank

AM Peak Hour

PM Peak Hour

Intersection Location

Volume

Intersection Location

Volume

1

62 Ave 44 St

2562

62 Ave 44 St

3315

2

50 Ave 44 St

1941

50 Ave 44 St

2808

3

75 Ave 44 St

1563

75 Ave 44 St

2331

4

50 Ave 36 St

1480

56 Ave 44 St

2330

5

56 Ave 44 St

1475

50 Ave 36 St

2162

6

40 Ave 44 St

1351

50 Ave 29 St

1719

7

50 Ave 52 St

1301

45 Ave 44 St

1711

8

50 Ave 29 St

1299

59 Ave 29 St

1631

9

59 Ave 29 St

1185

40 Ave 44 St

1624

10

45 Ave 44 St

1132

50 Ave 52 St

1409

Table 7 - 2013 Top Ten AM/PM Peak Volume Intersections 2013 Rank

AM Peak Hour

PM Peak Hour

Intersection Location

Volume

Intersection Location

Volume

1

62 Ave 44 St

2657

62 Ave 44 St

3404

2

59 Ave 36 St

1896

52 Ave 44 St

3154

3

52 Ave 44 St

1818

50 Ave 44 St

2643

4

75 Ave 44 St

1787

57 Ave 44 St

2455

5

50 Ave 44 St

1705

75 Ave 44 St

2429

6

70 Ave 44 St

1618

70 Ave 44 St

2389

7

50 Ave 36 St

1612

59 Ave 36 St

2314

8

40 Ave 44 St

1582

50 Ave 25 St

2051

9

50 Ave 25 St

1578

50 Ave 36 St

1991

10

57 Ave 44 St

1528

40 Ave 44 St

1922

10

Table 8 - 2014 Top Ten AM/PM Peak Volume Intersections 2014 Rank

AM Peak Hour

PM Peak Hour

Intersection Location

Volume

Intersection Location

Volume

1

62 Ave 44 St

2823

62 Ave 44 St

3530

2

50 Ave 44 St

1933

50 Ave 44 St

2758

3

66 Ave 44 St

1915

52 Ave 44 St

2639

4

59 Ave 36 St

1914

59 Ave 36 St

2583

5

75 Ave 44 St

1786

70 Ave 44 St

2480

6

62 Ave 52 St

1714

66 Ave 44 St

2462

7

70 Ave 44 St

1710

75 Ave 44 St

2330

8

57 Ave 44 St

1701

54 Ave 44 St

2320

9

52 Ave 44 St

1682

57 Ave 44 St

2269

10

54 Ave 44 St

1663

55 Ave 44 St

2249

Table 9 - 2015 Top Ten AM/PM Peak Volume Intersections 2015 Rank

AM Peak Hour Intersection Volume Location

PM Peak Hour Intersection Volume Location

1

44 St & 62 Ave

2468

44 St & 62 Ave

3173

2

36 St & 59 Ave

1902

44 St & 52 Ave

2565

3

44 St & 50 Ave

1788

44 St & 50 Ave

2527

4

44 St & 66 Ave

1697

44 St & 66 Ave

2413

5

44 St & 52 Ave

1646

36 St & 59 Ave

2375

6

36 St & 50 Ave

1561

44 St & 70 Ave

2349

7

44 St & 75 Ave

1549

44 St & 57 Ave

2203

8

25 St & 50 Ave

1528

44 St & 75 Ave

2177

9

44 St & 40 Ave

1517

36 St & 50 Ave

2160

10

44 St & 57 Ave

1496

25 St & 50 Ave

1988

11

4

Section 4 – Conclusion The traffic data collected over several years aids the Engineering Services Department in traffic planning and control. This report shows traffic volumes at various locations over several years. General trends can be noticed such as traffic volumes increasing with increased population. However, some anomalies exist where traffic patterns may have been altered due to construction or other road conditions. Traffic patterns also change as new road segments are completed. The next Traffic Report, which will contain 2016 data, will show how these trends continue.

12

A. Appendix A – ADT Volumes ROADWAY

LOCATION

2010

2011

2012

2013

2014

2015

12 Street

W of 40 Avenue

2525

2895

3679

5137

5372

5476

12 Street

W of 50 Avenue

2503

3277

4486

5722

5952

6486

12 Street

W of 59 Avenue

3163

4139

4514

6578

7040

7810

18 Street

W of 49 Avenue

3020

3979

3512

4220

4207

18 Street

E of 52 Avenue

4745

5920

5382

5832

3792

25 Street

W of 47 Avenue

5716

5588

5270

10897

4996

25 Street

S of 50 Avenue

25 Street

W of 50 Avenue

8959

9481

9806

9627

9696

14540

36 Street

E of 47 Avenue

7613

7841

4662

4867

4779

3264

36 Street

W of 47 Avenue

7046

7356

7345

7993

2591

36 Street

E of 59 Avenue

10323

11639

10735

15771

12495

36 Street

W of 59 Avenue

10912

11758

12255

11986

11087

36 Street

E of 65 Avenue

8741

9125

9527

9353

9325

40 Avenue

N of 12 Street

3111

3777

3776

40 Avenue

N of 36 Street

1301

1509

1846

4853

6150

6248

40 Avenue

N of 44 Street

4219

4346

4537

7972

7681

10214

40 Avenue

S of 44 Street

1301

1340

1399

1461

1434

1430

40 Avenue

S of 52 Street

5727

6196

7984

7645

8418

40 Avenue

S of 67 Street

1427

1961

2170

2963

2868

3622

43 Avenue

N of 36 Street

2872

3101

3416

2681

2903

5978

44 Street

E of 40 Avenue

12613

12991

21770

25196

21869

20688

44 Street

W of 40 Avenue

16309

13320

18694

16574

16524

44 Street

E of 52 Avenue

27864

27456

30822

27256

28477

44 Street

W of 57 Avenue

22010

35309

31391

28917

44 Street

E of 66 Avenue

37480

29098

44596

38512

34930

44 Street

E of 75 Avenue

25519

27488

28698

36498

28494

44 Street

W of 75 Avenue

11374

16124

31261

32466

24708

47 Avenue

N of 36 Street

2830

2880

2393

2616

2608

48 Avenue

N of 46 Street

1834

1876

1255

1540

1905

49 Avenue

N of 41 Street

4521

4720

4634

4620

49 Avenue

S of 49 Street

6273

6549

6430

6411

49 Avenue

S of 50 Street

5317

5231

5450

5434

50 Avenue

N of 25 Street

15249

16599

18087

17070

17582

15004

50 Avenue

S of 25 Street

14738

15180

18719

17608

16433

15574

15574

11893 8486

2564

NOTE: Orange values are projected estimates of the volumes 13

ROADWAY

LOCATION

2010

50 Avenue

N of 36 Street

50 Avenue

S of 36 Street

50 Avenue

N of 50 Street

50 Avenue

S of 50 Street

50 Avenue

N of 52 Street

50 Avenue

N of 56 Street

11033

52 Avenue

N of 36 Street

5431

5550

5283

5424

5527

5738

52 Avenue

S of 36 Street

4350

4481

4678

4883

4795

4780

52 Street

W of 40 Avenue

3113

3988

4389

5408

5084

5661

52 Street

E of 55 Avenue

6601

7061

7602

7061

6808

6788

16810 10565

2011

2012

2013

2014

2015

24794

17521

16577

20524

18707

17314

18076

18871

18528

14540

13422

14013

14629

14363

14320

10882

16897

17640

18531

13115

12256

12989

12792

12714

12033

11364

11864

12386

12161

12124

52 Street

E of 62 Avenue

5615

6474

7379

7659

7495

7023

55 Avenue

S of 52 Street

3742

3858

3683

3845

3775

3764

57 Avenue

N of 36 Street

6173

6076

6859

6094

6182

6237

59 Avenue

N of 12 Street

4419

3330

3522

59 Avenue

S of 25 Street

3874

5275

5049

5452

5756

59 Avenue

S of 36 Street

13402

14933

14293

15268

15343

59 Avenue

S of 50 Street

2599

2591

62 Avenue

N of 36 Street

62 Avenue

N of 52 Street

62 Avenue

S of 52 Street

62 Street

W of 50 Avenue

62 Street

E of 62 Avenue

67 Street

W of 40 Avenue

67 Street 67 Street

E of 62 Avenue E of 75 Avenue

70 Avenue

S of 44 Street

75 Avenue

N of 12 Street

75 Avenue

N of 29 Street

75 Avenue

S of 44 Street

75 Avenue

S of 67 Street

12878

14317

13901

14403

14930

9398

10796

10113

12486

13564

10413

11406

12524

14144

16029

14833

13635

3823

4229

4781

4706

4851

4537

3735

3847

5656

6387

5932

5087

862

1188

1494

1911

1736

1558

2397

3124

3588

3747

3772

3566

1775

2509

3408

3669

3006

2583

5464 2335

6571

11017

8092

8315

9325

2889

3787

3954

5191

6092

5583

5806

5789

4066

4245

4168

4155

1808

2363

2360

1939

1032

3542

NOTE: Orange values are projected estimates of the volumes 14

A. Appendix B – AADT Volumes ROADWAY

LOCATION

2010

2011

2012

2013

2014

2015

12 Street

W of 40 Avenue

2525

2895

3421

4829

5372

5147

12 Street

W of 50 Avenue

2503

3277

4172

5379

5952

6097

12 Street

W of 59 Avenue

3163

4139

4198

6183

7040

7341

18 Street

W of 49 Avenue

3020

3700

3301

4220

3955

18 Street

E of 52 Avenue

4745

5506

5059

5832

3564

25 Street

W of 47 Avenue

5716

5197

4954

10897

25 Street

S of 50 Avenue

25 Street

W of 50 Avenue

8959

9481

9120

9049

9696

13668

36 Street

E of 47 Avenue

7613

7841

4336

4526

4444

3068

36 Street

W of 47 Avenue

7046

7356

6904

7993

2436

36 Street

E of 59 Avenue

10323

10824

10091

15771

11745

36 Street

W of 59 Avenue

10912

10935

11520

11986

10422

36 Street

E of 65 Avenue

8741

9125

9527

9353

9325

40 Avenue

N of 12 Street

2924

3777

3549

40 Avenue

N of 36 Street

1301

1509

1717

4562

6150

5873

40 Avenue

N of 44 Street

4219

4346

4537

7494

7681

9601

40 Avenue

S of 44 Street

1301

1340

1399

1461

1434

1344

40 Avenue

S of 52 Street

5727

6196

7505

7645

7913

40 Avenue

S of 67 Street

1427

1961

2018

2785

2868

3405

43 Avenue

N of 36 Street

2872

3101

3177

2520

2903

5619

44 Street

E of 40 Avenue

12613

12991

21770

23684

21869

19447

44 Street

W of 40 Avenue

16309

13320

17572

16574

15533

44 Street

E of 52 Avenue

27864

25534

28973

27256

26768

44 Street

W of 57 Avenue

20469

33190

31391

27182

44 Street

E of 66 Avenue

37480

27061

41920

38512

32834

44 Street

E of 75 Avenue

25519

25564

26689

36498

26784

44 Street

W of 75 Avenue

11374

14995

29385

32466

23226

47 Avenue

N of 36 Street

2830

2678

2249

2616

2452

48 Avenue

N of 46 Street

1834

1876

1180

1540

1791

49 Avenue

N of 41 Street

4205

4390

4310

4297

49 Avenue

S of 49 Street

5834

6091

5980

5962

49 Avenue

S of 50 Street

4998

4917

5123

5108

4696 14640

11893 8486

2564

NOTE: Orange values are projected estimates of the volumes 15

ROADWAY

LOCATION

2010

2011

2012

2013

2014

2015

50 Avenue

N of 25 Street

15249

16599

16821

16046

17582

14104

50 Avenue

S of 25 Street

14738

15180

17409

16552

16433

14640

50 Avenue

N of 36 Street

24794

16295

15582

20524

17585

50 Avenue

S of 36 Street

17314

18076

18871

18528

13668

50 Avenue

N of 50 Street

12617

13172

13751

13501

13461

50 Avenue

S of 50 Street

10565

10882

15714

16406

18531

12328

50 Avenue

N of 52 Street

12256

12080

12024

12714

11311

50 Avenue

N of 56 Street

11033

11364

11864

12386

12161

12124

52 Avenue

N of 36 Street

5431

5550

4913

5099

5527

5394

52 Avenue

S of 36 Street

4350

4481

4678

4883

4795

4780

52 Street

W of 40 Avenue

3113

3988

4389

5084

5084

5321

52 Street

E of 55 Avenue

6601

7061

7070

6637

6808

6380

52 Street

E of 62 Avenue

5615

6474

6862

7199

7495

6602

55 Avenue

S of 52 Street

3742

3858

3425

3576

3511

3500

57 Avenue

N of 36 Street

6173

6076

6379

5728

6182

5863

59 Avenue

N of 12 Street

4154

3330

3311

59 Avenue

S of 25 Street

3874

5275

4746

5452

5411

59 Avenue

S of 36 Street

13402

13888

13435

15268

14422

2599

2436

59 Avenue

S of 50 Street

62 Avenue

N of 36 Street

62 Avenue

N of 52 Street

62 Avenue

S of 52 Street

62 Street

W of 50 Avenue

62 Street

E of 62 Avenue

67 Street 67 Street

16810

12878

13315

13067

14403

14034

9398

10796

10113

11737

13564

9788

11406

12524

13154

15067

14833

12817

3823

4229

4781

4424

4851

4265

3735

3847

5656

6004

5932

4782

W of 40 Avenue

862

1188

1494

1796

1736

1465

2397

3124

3588

3522

3772

3352

67 Street

E of 62 Avenue E of 75 Avenue

1775

2509

3408

3449

3006

2428

70 Avenue

S of 44 Street

5464

6177

10246

7606

8315

8766

75 Avenue

N of 12 Street

2335

2889

3522

3677

5191

5726

75 Avenue

N of 29 Street

5248

5806

5789

75 Avenue

S of 44 Street

3781

3948

3876

3864

75 Avenue

S of 67 Street

1808

2221

2360

1823

1032

3542

NOTE: Orange values are projected estimates of the volumes 16

A. Appendix C - Turning Movement Summary Intersection

Date

Volume Leaving Intersection

Street

Avenue

Year

Month

North

East

South

West

Intersection Volume

12 Street

40 Ave

2012

June

413

467

17

868

1765

12 Street

40 Ave

2015

September

833

520

118

1350

2821

12 Street

50 Ave

2013

October

1551

1178

1115

1403

5247

12 Street

50 Ave

2014

May

1560

1269

1049

1488

5366

12 Street

50 Ave

2015

September

1414

1323

884

1555

5176

12 Street

59 Ave

2011

September

642

946

68

1035

2691

12 Street

59 Ave

2013

October

686

1343

56

1494

3579

12 Street

59 Ave

2014

May

836

1530

56

1649

4071

12 Street

59 Ave

2015

September

804

1573

70

1678

4125

12 Street

75 Ave

2011

October

686

1095

8

449

2238

12 Street

75 Ave

2015

September

1310

1640

5

622

3577

15 Street

52B Ave

2011

August

0

593

331

555

1479

15 Street

52B Ave

2013

October

0

629

390

539

1558

16 Street

58 Ave

2012

May

165

1391

0

1481

3037

18 Street

47A Ave

2012

June

421

0

283

513

1217

18 Street

47A Ave

2014

May

580

0

464

607

1651

18 Street

50 Ave

2014

May

3202

1051

2252

965

7470

18 Street

52 Ave

2011

July

786

747

559

0

2092

18 Street

59 Ave

2015

September

884

0

721

257

1862

20 Street

47 Ave

2011

October

463

87

468

134

1152

23 Street

53 Ave

2011

August

123

411

0

369

903

23 Street

54 Ave

2013

October

75

476

0

445

996

23 Street

57A Ave

2011

August

202

282

0

224

708

23 Street

59 Ave

2011

September

1146

250

531

584

2511

23 Street

59 Ave

2014

May

1266

546

766

646

3224

23 Street

59 Ave

2015

September

1284

572

775

724

3355

25 Street

47 Ave

2013

October

1056

0

940

1114

3110

25 Street

50 Ave

2013

October

3360

899

3289

1865

9413

25 Street

50 Ave

2014

May

3584

1045

3425

1803

9857

17

Intersection

Date

Volume Leaving Intersection

Street

Avenue

Year

Month

North

East

South

West

Intersection Volume

25 Street

50 Ave

2015

September

3158

1042

3303

1738

9241

25 Street

53 Ave

2011

August

691

1908

861

1964

5424

25 Street

53 Ave

2012

June

824

2084

936

2202

6046

25 Street

53 Ave

2013

October

811

1829

1012

2040

5692

25 Street

53 Ave

2014

May

871

2145

1018

2246

6280

25 Street

53 Ave

2015

September

708

1739

938

1909

5294

25 Street

59 Ave

2011

September

2547

0

2140

1296

5983

25 Street

59 Ave

2013

October

0

2239

1284

2724

6247

25 Street

59 Ave

2014

May

0

2545

1510

2978

7033

25 Street

59 Ave

2015

September

1

2161

1453

2827

6442

27 Street

50 Ave

2015

September

3200

711

3161

739

7811

27 Street

52 Ave

2011

July

420

524

0

681

1625

27 Street

52 Ave

2012

June

587

711

1

876

2175

27 Street

52 Ave

2014

May

593

664

0

880

2137

27 Street

53 Ave

2011

August

176

756

465

254

1651

27 Street

53 Ave

2014

May

259

908

605

516

2288

27 Street

56 Ave

2011

October

143

446

0

421

1010

27 Street

57A Ave

2011

September

0

381

239

389

1009

29 Street

50 Ave

2012

June

2916

765

3355

673

7709

29 Street

50 Ave

2014

May

3333

854

3396

990

8573

29 Street

57A Ave

2011

September

495

0

341

419

1255

29 Street

59 Ave

2011

September

3283

397

2725

307

6712

29 Street

59 Ave

2012

June

3180

479

3070

359

7088

29 Street

59 Ave

2015

September

3055

404

2903

539

6901

29 Street

75 Ave

2013

October

1179

319

945

0

2443

29 Street

75 Ave

2015

September

1296

324

1153

1

2774

31 Street

52 Ave

2013

October

953

420

590

543

2506

31 Street

56 Ave

2013

October

135

704

517

771

2127

31 Street

57 Ave

2011

August

808

689

0

415

1912

32 Street

43 Ave

2012

May

171

1

2

220

394

32 Street

47 Ave

2012

May

1218

504

845

213

2780

32 Street

47 Ave

2015

October

1100

576

908

227

2811

32 Street

49 Ave

2013

October

797

385

893

5

2080

34 Street

75 Ave

2015

September

1333

490

1225

0

3048

35 Street

65 Ave

2011

September

739

0

423

319

1481

18

Intersection

Date

Volume Leaving Intersection

Street

Avenue

Year

Month

North

East

South

West

Intersection Volume

36 Street

40 Ave

2013

October

1109

0

848

711

2668

36 Street

40 Ave

2014

May

1244

0

945

916

3105

36 Street

43 Ave

2014

May

684

834

637

967

3122

36 Street

47 Ave

2013

October

707

1086

1030

1594

4417

36 Street

47 Ave

2015

October

739

1125

1108

1668

4640

36 Street

48 Ave

2012

June

1

1482

68

1606

3157

36 Street

49 Ave

2010

July

1753

1475

1306

1643

6177

36 Street

50 Ave

2010

July

3532

1815

3220

1846

10413

36 Street

50 Ave

2012

June

3387

1838

3153

2172

10550

36 Street

50 Ave

2013

October

2933

1906

3048

2090

9977

36 Street

50 Ave

2014

May

3213

2013

3061

2134

10421

36 Street

50 Ave

2015

October

3133

1984

2947

2209

10273

36 Street

51 Ave

2011

July

0

1739

429

1879

4047

36 Street

51 Ave

2013

October

943

1853

540

2159

5495

36 Street

57 Ave

2011

September

1309

1773

1220

2151

6453

36 Street

57 Ave

2013

October

1264

1688

1268

2270

6490

36 Street

57 Ave

2014

May

1549

1783

1371

2396

7099

36 Street

57 Ave

2015

September

1276

1674

1181

2266

6397

36 Street

59 Ave

2011

October

2539

2143

3049

2266

9997

36 Street

59 Ave

2013

October

2871

2214

3164

2489

10738

36 Street

59 Ave

2014

May

3148

2379

3371

2537

11435

36 Street

59 Ave

2015

October

2874

2224

3304

2235

10637

36 Street

62 Ave

2011

October

18

2073

123

2053

4267

36 Street

65 Ave

2011

October

1897

2004

752

0

4653

36 Street

65 Ave

2014

May

932

0

1869

2329

5130

36 Street

65 Ave

2015

September

1315

1788

888

0

3991

39 Street

43 Ave

2013

October

711

0

687

308

1706

39 Street

48 Ave

2013

October

154

106

230

176

666

39 Street

50 Ave

2010

July

2942

747

3445

0

7134

39 Street

51 Ave

2011

August

1299

488

784

604

3175

39 Street

52 Ave

2011

August

991

586

930

658

3165

39 Street

52 Ave

2013

October

656

535

970

678

2839

39 Street

56 Ave

2011

September

505

610

0

660

1775

39 Street

57 Ave

2011

September

1385

531

1263

0

3179

39 Street

57 Ave

2012

June

1340

538

1379

1

3258

39 Street

57 Ave

2015

September

1409

443

1220

6

3078

19

Intersection

Date

Volume Leaving Intersection

Street

Avenue

Year

Month

North

East

South

West

Intersection Volume

39 Street

65 Ave

2011

October

218

1513

0

1475

3206

39 Street

66 Ave

2011

October

540

1649

0

1334

3523

39 Street

66 Ave

2015

September

432

1022

2

1116

2572

39 Street

70 Ave

2011

September

1415

1311

12

83

2821

39 Street

70 Ave

2012

June

1084

1120

31

159

2394

39 Street

70 Ave

2015

September

978

828

150

294

2250

41 Street

70 Ave

2011

September

1813

298

1292

335

3738

41 Street

70 Ave

2013

October

1608

328

1214

547

3697

42 Street

47 Ave

2012

June

513

3

539

56

1111

42 Street

49 Ave

2013

October

906

157

930

142

2135

42 Street

52 Ave

2011

August

1672

657

1349

419

4097

43 Street

59 Ave

2011

September

182

383

272

603

1440

43 Street

62 Ave

2011

October

2449

655

2836

1260

7200

44 Street

37 Ave

2015

September

192

2554

121

2953

5820

44 Street

40 Ave

2012

June

1288

2831

477

2799

7395

44 Street

40 Ave

2013

October

1839

3178

1285

2512

8814

44 Street

40 Ave

2014

May

1859

2897

1687

2712

9155

44 Street

40 Ave

2015

September

1666

2871

1576

2648

8761

44 Street

45 Ave

2012

June

859

2793

980

3000

7632

44 Street

45 Ave

2013

October

755

2398

875

2698

6726

44 Street

45 Ave

2014

May

855

2361

908

3037

7161

44 Street

45 Ave

2015

September

740

2411

771

2920

6842

44 Street

49 Ave

2010

July

1701

3723

1722

2674

9820

44 Street

49 Ave

2014

May

1399

3410

1010

3946

9765

44 Street

50 Ave

2010

July

2619

4312

3657

3990

14578

44 Street

50 Ave

2012

June

2396

3444

3366

3948

13154

44 Street

50 Ave

2013

October

2490

3339

2818

4113

12760

44 Street

50 Ave

2014

May

2528

3695

3093

4548

13864

44 Street

50 Ave

2015

September

2270

3307

2810

3792

12179

44 Street

52 Ave

2013

October

2068

4147

2667

5705

14587

44 Street

52 Ave

2014

May

1752

3918

2022

5050

12742

44 Street

52 Ave

2015

September

1706

3993

1874

4822

12395

44 Street

54 Ave

2014

May

581

4376

1345

5347

11649

44 Street

55 Ave

2014

May

640

4707

123

5621

11091

44 Street

56 Ave

2012

June

452

5305

630

4988

11375

44 Street

57 Ave

2013

October

168

4622

1444

4959

11193

20

Intersection

Date

Volume Leaving Intersection

Month

North

East

South

West

Intersection Volume

2014

May

198

4504

1246

5063

11011

2015

October

181

4707

1106

4879

10873

62 Ave

2012

June

3232

4296

2965

5621

16114

44 Street

62 Ave

2013

October

3391

4794

2965

5764

16914

44 Street

62 Ave

2014

May

3530

4735

3271

6021

17557

44 Street

62 Ave

2015

September

3018

4790

2795

5456

16059

44 Street

66 Ave

2014

May

73

5550

1394

5731

12748

44 Street

66 Ave

2015

September

32

5287

1308

5178

11805

44 Street

70 Ave

2013

October

0

5191

2429

3758

11378

44 Street

70 Ave

2014

May

0

5374

2442

4365

12181

44 Street

70 Ave

2015

September

0

5046

2128

3991

11165

44 Street

75 Ave

2012

June

527

4260

1787

3912

10486

44 Street

75 Ave

2013

October

594

4476

2115

4012

11197

44 Street

75 Ave

2014

May

629

4080

2314

4335

11358

44 Street

75 Ave

2015

September

742

4093

2103

3669

10607

44 Street

80 Ave

2014

May

621

4348

0

3661

8630

44 Street

80 Ave

2015

September

672

3992

378

3343

8385

47 Street

47 Ave

2012

June

352

107

320

61

840

47 Street

50 Ave

2013

October

2170

0

2530

201

4901

47 Street

52 Ave

2013

October

1450

188

1797

162

3597

47 Street

52 Ave

2015

September

1201

217

1613

175

3206

47 Street

56 Ave

2013

October

175

590

226

326

1317

47 Street

62 Ave

2013

October

3324

830

3736

53

7943

49 Street

51 Ave

2014

May

302

0

320

268

890

50 Street

48 Ave

2012

September

597

825

370

768

2560

50 Street

48 Ave

2015

September

46

276

583

31

936

50 Street

49 Ave

2014

May

987

672

1386

856

3901

50 Street

50 Ave

2014

May

2030

925

1980

818

5753

50 Street

54 Ave

2014

May

66

818

82

562

1528

50 Street

55 Ave

2014

May

296

735

421

503

1955

50 Street

57 Ave

2012

June

69

671

83

416

1239

51 Street

49 Ave

2013

October

1055

0

1346

195

2596

51 Street

52 Ave

2014

May

0

374

340

524

1238

52 Street

40 Ave

2013

October

548

27

1589

1160

3324

52 Street

40 Ave

2015

September

676

244

1821

1137

3878

52 Street

50 Ave

2012

June

2179

1141

2315

1204

6839

Street

Avenue

Year

44 Street

57 Ave

44 Street

57 Ave

44 Street

21

Intersection

Date

Volume Leaving Intersection

Street

Avenue

Year

Month

North

East

South

West

Intersection Volume

52 Street

50 Ave

2013

October

2608

1150

2670

1204

7632

52 Street

50 Ave

2014

May

2513

1129

2806

1078

7526

52 Street

50 Ave

2015

September

2368

1008

2491

1061

6928

52 Street

52 Ave

2010

August

478

1051

0

1439

2968

52 Street

52 Ave

2013

October

350

1355

0

1515

3220

52 Street

59 Ave

2012

June

459

1522

1

1466

3448

52 Street

62 Ave

2013

October

2354

1545

3829

603

8331

52 Street

62 Ave

2014

May

2367

1600

3834

636

8437

52 Street

62 Ave

2015

September

1908

1419

3254

619

7200

55 Street

50 Ave

2010

August

2150

95

2469

47

4761

55 Street

50 Ave

2012

May

2173

148

2802

93

5216

55 Street

50 Ave

2014

May

2410

161

2768

75

5414

56 Street

63 Ave

2012

May

535

628

353

470

1986

56 Street

63 Ave

2015

September

426

604

230

466

1726

62 Street

50 Ave

2015

September

1353

445

1751

465

4014

62 Street

59 Ave

2012

September

71

1103

139

1169

2482

62 Street

62 Ave

2014

May

793

1193

2030

799

4815

67 Street

40 Ave

2014

May

431

17

690

303

1441

67 Street

50 Ave

2012

May

1454

506

1595

811

4366

67 Street

50 Ave

2013

October

1423

505

1482

865

4275

67 Street

50 Ave

2014

May

1305

491

1461

853

4110

67 Street

50 Ave

2015

September

1243

447

1260

817

3767

67 Street

62 Ave

2013

October

812

792

0

951

2555

67 Street

70 Ave

2015

September

0

644

139

625

1408

67 Street

75 Ave

2012

May

170

795

365

655

1985

67 Street

75 Ave

2015

September

232

726

482

654

2094

FS/SB*

75 Ave

2013

October

1550

1516

1242

768

5076

FS/SB*

75 Ave

2014

May

1515

1373

1334

787

5009

FS/Sobeys

75 Ave

2015

September

1372

1302

1290

779

4743

*Best Buy/Sobeys Intersection

22

A. Appendix D – Morning Peak Volume LOCATION

2010

2011

12 St & 40 Ave 12 St & 50 Ave 12 St & 59 Ave

511

12 St & 75 Ave

362

15 St & 52B Ave

234

2012

2013

2014

2015

935 586

901 655

494 876 662

366

579 281

16 St & 58 Ave

483

18 St & 47A Ave 18 St & 50 Ave 18 St & 52 Ave

209

265 1240

357

18 St & 59 Ave

327

20 St & 47 Ave

227

23 St & 53 Ave 23 St & 54 Ave 23 St & 57A Ave

113

23 St & 59 Ave

475

190 160

25 St & 47 Ave 25 St & 50 Ave 25 St & 53 Ave

909

25 St & 59 Ave

1139

27 St & 52 Ave 27 St & 53 Ave 27 St & 56 Ave

205 233 220

27 St & 57A Ave

236

29 St & 50 Ave 29 St & 57A Ave 29 St & 59 Ave

254 1242

1065

510

630

654 1578 1068

1641 1071

1528 930

1196

1216

1119

399

459 524

1299

1322

1185

1228

29 St & 75 Ave

392

31 St & 52 Ave 31 St & 56 Ave

573 528

31 St & 57 Ave

402

226

32 St & 43 Ave 32 St & 47 Ave

77 501

32 St & 49 Ave

582 360

34 St & 75 Ave 35 St & 65 Ave 36 St & 40 Ave 36 St & 43 Ave 36 St & 47 Ave

1165

465 315 507 801

580 532 927

23

LOCATION 36 36 36 36 36 36 36

St St St St St St St

& & & & & & &

48 49 50 51 57 59 62

Ave Ave Ave Ave Ave Ave Ave

2010

St St St St St St St St St

& & & & & & & & &

43 48 50 51 52 56 57 65 66

Ave Ave Ave Ave Ave Ave Ave Ave Ave

1480 549 1256 1682 745

339 395 375 657 533 579 473

42 St & 47 Ave 42 St & 49 Ave

1635

1561

1247 1914

1141 1902

926

818

696 620

655 522

313

367 530 348

385

43 St & 59 Ave

212

43 St & 62 Ave

1200

Ave Ave Ave Ave Ave Ave Ave Ave Ave Ave Ave Ave Ave Ave

1612 899 1281 1896

196

42 St & 52 Ave

37 40 45 49 50 52 54 55 56 57 62 66 70 75

2015

1015

41 St & 70 Ave

& & & & & & & & & & & & & &

2014

315 111

333

St St St St St St St St St St St St St St

2013

754

39 St & 70 Ave

44 44 44 44 44 44 44 44 44 44 44 44 44 44

2012 543

1341 1327

36 St & 65 Ave 39 39 39 39 39 39 39 39 39

2011

1259 2148

1351 1132

1582 1048

1941

1705 1818

St St St St

& & & &

47 50 52 56

Ave Ave Ave Ave

965 1517 1058 1788 1646

1475 2562

1528 2657

1563

1618 1787

44 St & 80 Ave 47 47 47 47

1573 1106 1349 1933 1682 1663 1562 1701 2823 1915 1710 1786

1496 2468 1697 1472 1549

1442

1276

158 680 504 203

449

24

LOCATION

2010

2011

2012

47 St & 62 Ave

2013

St St St St St

& & & & &

48 49 50 54 55

122

Ave Ave Ave Ave Ave

447

50 St & 57 Ave

215

231 566 835 250 355

51 St & 49 Ave

395

51 St & 52 Ave 52 52 52 52 52

St St St St St

& & & & &

40 50 52 55 59

Ave Ave Ave Ave Ave

195 1301 498 698

696 1330 579

1307

754 1188

1480

1714

1414

680

52 St & 62 Ave 55 St & 50 Ave

820

905

56 St & 63 Ave

442

62 St & 50 Ave 62 St & 59 Ave

545

961 362 721

62 St & 62 Ave 67 67 67 67

St St St St

& & & &

40 50 62 70

Ave Ave Ave Ave

67 St & 75 Ave Future Shop & 75 Ave

2015

1445

49 St & 51 Ave 50 50 50 50 50

2014

979 778

798 491

262 776

700 301

340

426 567

612

585

25

A. Appendix E – Afternoon Peak Volume LOCATION

2010

2011

12 St & 40 Ave

2012

2013

2014

2015

1263

1302

1141

971

1024

965

449

12 St & 50 Ave 12 St & 59 Ave

675

12 St & 75 Ave

597

15 St & 52B Ave

323

688

859 400

16 St & 58 Ave

738

18 St & 47A Ave

321

484

18 St & 50 Ave 18 St & 52 Ave

1690 488

18 St & 59 Ave

428

20 St & 47 Ave

304

23 St & 53 Ave

227

23 St & 54 Ave

236

23 St & 57A Ave

168

23 St & 59 Ave

551

25 St & 47 Ave

847

713

2051

2123

1988

1303

1397

1303

1331

1622

1387

786

25 St & 50 Ave 25 St & 53 Ave

1235

25 St & 59 Ave

1272

27 St & 52 Ave

417

27 St & 53 Ave

400

27 St & 56 Ave

264

27 St & 57A Ave

224

29 St & 50 Ave

1361 536

526 533

1719

29 St & 57A Ave

283

29 St & 59 Ave

1455

1802

1631

1654

29 St & 75 Ave

628

31 St & 52 Ave

598

31 St & 56 Ave

461

31 St & 57 Ave

109

32 St & 47 Ave

778

34 St & 75 Ave

692

502

32 St & 43 Ave 32 St & 49 Ave

1641

659 540 730

26

LOCATION

2010

35 St & 65 Ave

2011

2012

2013

2014

701

749

2015

320

36 St & 40 Ave 36 St & 43 Ave

741

36 St & 47 Ave

1068

36 St & 48 Ave

1041

759

36 St & 49 Ave

1156

36 St & 50 Ave

2157

2162

1991

2086

2160

36 St & 51 Ave

909

1230

36 St & 57 Ave

1423

1443

1596

1362

36 St & 59 Ave

2253

2314

2583

2375

36 St & 62 Ave

1043

36 St & 65 Ave

1064

1192

924

39 St & 43 Ave

373

39 St & 48 Ave

157

39 St & 50 Ave

1348

39 St & 51 Ave

733

39 St & 52 Ave

746

39 St & 56 Ave

353

39 St & 57 Ave

704

39 St & 65 Ave

763

39 St & 66 Ave

842

39 St & 70 Ave

780

41 St & 70 Ave

987

42 St & 47 Ave

911 717

648 565

588

528 941

312

42 St & 49 Ave

550

42 St & 52 Ave

985

43 St & 59 Ave

311

43 St & 62 Ave

1571

44 St & 37 Ave

1302

44 St & 40 Ave

1624

1922

2047

1874

44 St & 45 Ave

1711

1440

1495

1413

44 St & 49 Ave

2139

44 St & 50 Ave

2709

2062 2808

44 St & 52 Ave

2643

2758

2527

3154

2639

2565

44 St & 54 Ave

2320

44 St & 55 Ave

2249

44 St & 56 Ave

2330

27

LOCATION

2010

2011

2012

44 St & 57 Ave 44 St & 62 Ave

3315

2013

2014

2015

2455

2269

2203

3404

3530

3173

44 St & 66 Ave 44 St & 70 Ave 44 St & 75 Ave

2331

2462

2413

2389

2480

2349

2429

2330

2177

1742

1754

44 St & 80 Ave 47 St & 47 Ave

210

47 St & 50 Ave

963

47 St & 52 Ave

888

47 St & 56 Ave

305

47 St & 62 Ave

1720

49 St & 51 Ave

661

175

50 St & 48 Ave

573

351

50 St & 49 Ave

871

50 St & 50 Ave

1152

50 St & 54 Ave

340

50 St & 55 Ave

452

50 St & 57 Ave

261

51 St & 49 Ave

597

51 St & 52 Ave

302

52 St & 40 Ave

800

52 St & 50 Ave

1409

52 St & 52 Ave

645

52 St & 55 Ave

731

52 St & 59 Ave

56 St & 63 Ave

1576

1505

1698

1434

669 664

52 St & 62 Ave 55 St & 50 Ave

1585

823

1662 1010

1120

1130

374

332

62 St & 50 Ave 62 St & 59 Ave

851 471

62 St & 62 Ave

962

67 St & 40 Ave

295

67 St & 50 Ave

1017

67 St & 62 Ave

971

932

588

67 St & 70 Ave 67 St & 75 Ave Future Shop & 75 Ave

808 286

535

442 1153

1176

1050

28