Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

TRAFFIC IMPACT STUDY

REPORT FOR:

NORTHBROOK COURT REDEVELOPMENT

1515 LAKE COOK ROAD NORTHBROOK, ILLINOIS

PREPARED BY:

V3 Companies 7325 Janes Avenue Woodridge, Illinois 60517

V3 Project No. 18091

November 13, 2018 Updated January 23, 2019 Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

TABLE OF CONTENTS

I. INTRODUCTION...... 1 II. PROJECT CONDITIONS...... 4 Land Uses ...... 4 Roadway System...... 4 Public Transportation...... 5 Traffic Volumes...... 8 Proposed Development ...... 8 Land Use Development ...... 8 Roadway Development...... 8 III. TRAFFIC FORECASTS...... 12 Project Traffic Volumes ...... 12 Trip Generation Estimation ...... 12 Trip Distribution and Assignment...... 15 Background Traffic Volumes ...... 16 Future Traffic Volumes ...... 16 IV. TRAFFIC ANALYSIS ...... 20 Intersection Capacity Analysis...... 20 Intersection Queue Length Analysis...... 21 Public Transportation Improvements...... 22 V. RING ROAD CIRCULATION ASSESSMENT...... 23 VI. CONCLUSIONS ...... 28

- i - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

FIGURES Figure 1: Site Location Map ...... 2 Figure 2: Conceptual Site Plan...... 3 Figure 3: Land Use Map...... 6 Figure 4: Existing Lane Configuration ...... 7 Figure 5: Existing Traffic Volume ...... 10 Figure 6: Future Lane Configuration ...... 11 Figure 7: New Project Trips...... 17 Figure 8: Background Traffic Volume...... 18 Figure 9: Future with Project Traffic Volume ...... 19 Figure 10: Ring Road Daily Traffic - Existing ...... 25 Figure 11: Ring Road Daily Traffic – New Project Trips...... 26 Figure 12: Ring Road Daily Traffic – Future with Project ...... 27

TABLES Table 1: Trip Generation – Existing Macy’s...... 13 Table 2: Trip Generation – Proposed Development...... 14 Table 3: Total Trip Generation ...... 15 Table 4: Trip Assignment ...... 15 Table 5: Historic IDOT AADT Growth Rate ...... 16 Table 6: Level of Service Definitions for Signalized and Unsignalized Intersections ...... 20 Table 7: Signalized LOS – Lake Cook Road and Northbrook Court Drive - West ...... 21 Table 8: 95% Queue Length at Lake Cook Road and Northbrook Court Drive - West ...... 22 Table 9: Daily Trip Generation ...... 23

APPENDICES Appendix A Existing Traffic Counts Appendix B Internal Capture Worksheets Appendix C Capacity Analysis Worksheets – Existing Appendix D Capacity Analysis Worksheets – Background Appendix E Capacity Analysis Worksheets – Future with Project

- ii - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

I. INTRODUCTION

V3 Companies has been retained to conduct a traffic impact study for a proposed mixed use redevelopment of the west portion of Northbrook Court Mall located at 1515 Lake Cook Road in Northbrook, Illinois. Northbrook Mall is circled by a ring road that is primarily accessed by three signalized intersections on Lake Cook Road. The Mall is bounded by Lake Cook Road to the north, and residential neighborhoods to the east, south, and west. A location map is included as Figure 1.

The proposed redevelopment includes the removal of the existing 280,000 square foot Macy’s department store on the west side of the Mall. The proposed redevelopment includes a 315 unit mid-rise apartment complex, a 70,250 square foot grocery store, and 39,830 square feet of restaurants. The conceptual site plan includes rerouting the Ring Road to the north of the proposed redevelopment but no changes are anticipated to the signalized intersections along Lake Cook Road. A conceptual site plan is illustrated in Figure 2.

The purpose of this study is to evaluate the potential traffic impacts of the proposed mixed-use development. Traffic estimates are projected to 2024, which is five years beyond the anticipated opening date in 2019. The study area includes the western signalized intersection of Lake Cook Road and Northbrook Court Drive in addition to the Ring Road.

This report includes a description of existing conditions, data collection and capacity analysis, evaluation of data, and conclusions.

- 1 - REDEVELOPMENT AREA

NORTHBROOK COURT FIGURE 1 REDEVELOPMENT SITE LOCATION MAP

NORTHBROOK ILLINOIS GROCERY STORE

APARTMENT

RESTAURANT

NOT TO SCALE

NORTHBROOK COURT FIGURE 2 REDEVELOPMENT CONCEPTUAL SITE PLAN

NORTHBROOK ILLINOIS Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

II. PROJECT CONDITIONS

Land Uses

A variety of land uses exist near the project site, including residential, retail, and service uses. The surrounding land uses are illustrated in Figure 3.

Roadway System

The characteristics of the roadways in the vicinity of the site are presented below. The existing lane configurations in the study area are illustrated in Figure 4.

Study Area Roadway Descriptions

Lake Cook Road is an east-west principal arterial with a posted speed limit of 40 mph. Lake Cook Road includes three eastbound lanes and two westbound lanes separated by a 16 foot mountable median along the Mall frontage. Signs are posted in the area to prohibit u-turn movements. Continuous sidewalk is provided on the south side of Lake Cook Road in the study area. Lake Cook Road is designated as a Strategic Regional Arterial.

Northbrook Court Drive – West is a private commercial driveway to provide access to Northbrook Court Mall by connecting Lake Cook Road to the Ring Road. Northbrook Court Drive – West consists of two southbound lanes and three northbound lanes. No sidewalks are provided on either side of the street.

Ring Road is a private internal circulatory roadway to serve Northbrook Court Mall with 15 mph speed limit signs. The Ring Road typically consists of a four-lane section with two-lanes in each direction. East of Northbrook Court Drive – West along the north side of the mall, Ring Road is striped as a three-lane section with one-through lane in each direction and exclusive left-turn lanes at the parking lot driveways and intersections. Pedestrian facilities are provided at isolated locations along Ring Road.

Study Area Intersection Descriptions

The intersection of Lake Cook Road and Northbrook Court Drive – West is a three-leg, signalized intersection with a field-observed 120 second cycle length during the weekday am and pm peak hours. On Lake Cook Road, the eastbound approach consists of two through lanes and one through/right turn lane and the westbound approach consists of one left turn lane and two through lanes. The northbound approach on Northbrook Court Drive consists of two left turn lanes and one right turn lane. All left turn lane movements operate as protected only left turns. An overlap phase is provided for the northbound right turn movement. An east-west crosswalk is provided on the south leg of the intersection.

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Public Transportation

Accessibility to and from the area is enhanced by the available public transportation that currently serves Northbrook Court. There are several PACE bus routes that travel to and from that mall:

 PACE Bus Route 213 – Green Bay Road  PACE Bus Route 422 – Linden CTA/Glenview/Northbrook Court  PACE Bus Route 471 – Highland Park-Northbrook Court  PACE Bus Route 626 – Skokie Valley Limited

All four routes have a designated stop on the southeast side of the mall near the movie theater. Routes 422, 471, and 626 have a designated stop at the intersection of Northbrook Drive – West and Ring Road, and travel adjacent to the development area on the Ring Road. Route 422 has additional designated stops on Ring Road closer to the development area. Route 213 has designated stops at the intersection of Northbrook Drive – East and Ring Road, and does not currently travel on Ring Road adjacent to the development area.

- 5 - RETAIL / RESIDENTIAL SERVICE

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NORTHBROOK COURT FIGURE 3 REDEVELOPMENT LAND USE MAP

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NORTHBROOK COURT FIGURE 4 REDEVELOPMENT EXISTING LANE CONFIGURATION

NORTHBROOK ILLINOIS Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

Traffic Volumes

To assist in the evaluation of the traffic impact on the roadway system resulting from the proposed development, existing vehicular volumes were collected at the study area intersections and roadways.

Existing peak hour traffic counts at the intersection of Lake Cook Road and Northbrook Court Drive – West were collected on Thursday, October 18, 2018. Peak hour traffic counts were collected from 7:00 am to 9:00 am and 4:00 pm to 6:00 pm. The time periods of the traffic counts were selected to coincide with the typical peak demand hours of arterial roadways and the peak generating hours of shopping malls and mixed residential and retail developments.

The weekday am and weekday pm peak hours occur between 7:50 am to 8:50 am and 5:10 pm to 6:10 pm, respectively. The existing peak hour volumes at the study area intersections are illustrated in Figure 5. A summary of the traffic volumes collected in fifteen minute increments is provided in Appendix A.

In addition, 24-hour traffic counts were collected at three locations along the Ring Road on Friday, October 19, 2018 and Saturday, October 20, 2018. The Friday and Saturday collection periods were selected to capture the likely highest trip generation present at the mall due to the existing retail stores and the movie theatre. The peak hour data from the 24-hour counts at the three locations have been included in Figure 5.

Proposed Development

Land Use Development

The proposed redevelopment is adjacent to the existing Northbrook Court Mall. The Mall and all nearby parcels and outlots are already built out. There are no known unrelated land use developments planned for the area that are likely to significantly alter traffic patterns in the future.

Roadway Development

The conceptual plan for the proposed development includes alterations to the Ring Road configuration. An S-curve is present on the existing Ring Road east of the intersection with Northbrook Court Drive – West. In the conceptual site plan, the Ring Road will be straightened to create a four-leg, all-way stop controlled intersection on the north side of the proposed development. Pedestrian accommodations are proposed on the east and north legs of the new intersection.

Additionally, raised islands are proposed to consolidate the continuous parking drive aisle access into two primary driveways on the west side of the Ring Road.

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No alterations are proposed at the intersections of Northbrook Court Drive – West/Ring Road and Lake Cook Road/Northbrook Court Drive – West.

The proposed future lane configuration is illustrated in Figure 6.

- 9 - 1

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NORTHBROOK COURT FIGURE 5 REDEVELOPMENT EXISTING TRAFFIC VOLUMES

NORTHBROOK ILLINOIS LEGEND

- EXISTING TRAFFIC SIGNAL

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NORTHBROOK COURT FIGURE 6 REDEVELOPMENT FUTURE LANE CONFIGURATION

NORTHBROOK ILLINOIS Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

III. TRAFFIC FORECASTS

Project Traffic Volumes

Trip Generation Estimation

The existing and proposed development consists of a number of different land uses. Project traffic is estimated using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. The redevelopment of the site includes the removal of the existing Macy’s department store and the addition of 315 mid-rise apartment units, a 70,250 square foot grocery store, and 39,830 square feet of restaurant uses. The Manual assigns trip generation rates for each land used based on a peak period and an independent variable. Trip generation is estimated for the weekday am, weekday pm peak, and Saturday peak hours. The weekday peak hours are based on the peak hour of adjacent street traffic and the Saturday peak hours are based on the peak hour of the generator.

It is worth noting that the peak hour of the generators for the Saturday peak hours likely do not occur concurrently. For example, supplemental information in the Trip Generation Manual, 10th Edition indicates that residential uses typically peak from 5 pm to 6 pm, grocery store uses typically peak from 1 pm to 4 pm, and restaurant use typically peak from 5 pm to 7 pm on Saturdays. However, to achieve the most conservative analysis, the Saturday peak hours of generator for each land use are assumed to occur concurrently.

Since the redevelopment includes removing an existing use, the trip generation estimate will include a reduction for the estimated trips attributed to the existing Macy’s.

Trip Generation – Existing Macy’s

The existing Macy’s consists of a 280,000 square foot department store. There are two land use categories included in the Manual that may be applicable for this use. The descriptions for the most appropriate land uses are included below:

Shopping Center (ITE Land Use Code 820) – A shopping center is an integrated group of commercial establishments that is planned, developed, owned and managed as a unit. A shopping center’s composition is related to its market area in terms of size, location and type of store. A shopping center also provides on-site parking facilities sufficient to serve its own parking demands.

Department Store (ITE Land Use Code 875) – A department store is a free-standing facility that specializes in the sale of a wide range of products including apparel, footwear, home products, bedding and linens, luggage, jewelry, and accessories. These stores typically maintain long hours of operations 7 days a week.

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The hours of the existing Macy’s are listed as opening at 9:00 am or 10:00 am and closing at 8:00 pm to 10:00 pm during the week. Therefore, the generation during the am peak hour is assumed to be zero regardless of the land use category. The estimated trip generation of the existing Macy’s base on the two applicable land uses is summarized in Table 1.

Table 1: Trip Generation – Existing Macy’s AM PM SATURDAY LUC LAND USE SIZE In Out Total In Out Total In Out Total

820 Shopping Center 280,000 SF 0 0 0 559 605 1,164 726 670 1,396

875 Department Store 280,000 SF 0 0 0 273 273 546 512 454 966

The description of the shopping center land use code is more accurate than the description of the department store land use code. However, the trip generation estimate of the shopping center land use code is significantly higher than that of the department store. Field observations indicate that it is unlikely that more than 1,000 trips are generated by the existing Macy’s during the weekday pm and Saturday peak hours. Therefore, the trip generation estimate for the department store land use code will be used for analysis. Using the lower trip generation estimate for the existing Macy’s will result in more conservative analysis, since the traffic associated with the existing Macy’s will be removed from the roadway network.

Trip Generation – Proposed Development

The proposed development includes 315 mid-rise apartment units, a 70,250 square foot grocery store, and 39,830 square feet of restaurant uses. The following land use categories were used to determine project traffic:

Multifamily Housing (Mid-Rise) (ITE Land Use Code 221) – Mid-rise multifamily housing includes apartments, townhouses, and condominiums located within the same building with at least three other dwelling units and that have between three and 10 levels (floors).

Supermarket (ITE Land Use Code 850) – A supermarket is a free-standing retail store selling a complete assortment of food, food preparation and wrapping materials, and household cleaning items. Supermarkets may also contain the following products and services: ATMs, automobile supplies, bakeries, books and magazines, dry cleaning, floral arrangements, greeting cards, limited-service banks, photo centers, pharmacies, and video rental areas. Some facilities may be open 24 hours a day.

High-Turnover (Sit-Down) Restaurant (ITE Land Use Code 932) – This land use consists of sit-down, full-service eating establishments with typical duration of stay of approximately one hour. This type of restaurant is usually moderately priced and frequently belongs to a restaurant chain. Generally, these restaurants serve lunch and dinner; they may also be open for breakfast and are sometimes open 24 hours a day.

- 13 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

These restaurants typically do not take reservations. Patrons commonly wait to be seated, are served by a waiter/waitress, order from menus and pay for their meal after they eat. Some facilities contained within this land use may also contain a bar area for serving food and alcoholic drinks.

In a mixed use development with complimentary land uses, it is reasonable to assume that trip interaction will occur between the uses. Internally captured trips are those made within mixed- use developments that do not access the public roadways. This results in a reduction of external trips for the site. In this case, it is highly likely that some trips will visit multiple land uses while visiting the site since residential, retail and restaurant land uses are complimentary. To account for this interaction, the methodology for estimating internally captured trips in ITE’s Trip Generation Handbook is used. Internal capture is only included only for interactions between uses in the proposed development. Further reductions for possible internal capture between the proposed development and rest of the Northbrook Court Mall are not included.

Utilizing the Trip Generation Handbook methodology results in an internal capture rate of 38 percent in the weekday pm peak hour, including a 62 percent reduction in residential trips. In order to maintain conservative analysis, the internal capture rate for this particular traffic study has been capped at 20 percent. The Trip Generation Handbook includes limited tools for estimating internal capture rates for weekend periods. Given the land use mix, a high level of capture is anticipated during the Saturday peak hour. Therefore, an internal capture of 20 percent is also used for the Saturday peak hour.

It is assumed that the restaurant land uses will not be open during the am peak hour. The estimated trip generation for the proposed development, including reductions for internal capture is summarized in Table 2. The internal capture worksheets are provided in Appendix B.

As documented in the Trip Generation Manual, 10th Edition, some land uses do not typically generate all new traffic on the roadway system. The total traffic generation is a combination of pass-by trips, or traffic drawn from the existing traffic flow on the adjacent streets, and primary trips, which represent new traffic drawn to the roadway network. It should be noted that pass-by trip reductions do not reduce the total number of trips into and out of the site, but decrease the number of new trips on the roadway network. The Handbook includes pass-by rates for the supermarket (36 percent pass by) and the high turnover, sit down restaurant (43 percent). However, due to the complexity of the trip generation at the site, and to maintain a conservative analysis, pass-by trips have not applied in this particular analysis.

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Table 2: Trip Generation – Proposed Development AM PM SATURDAY LUC LAND USE SIZE In Out Total In Out Total In Out Total Multifamily Housing Dwelling 315 27 78 105 81 52 133 68 71 139 221 (Mid-Rise) Unit Internal Capture Reduction: -1 -1 -2 -26 -17 -43 -13 -15 -28 Supermarket 70,250 SF 161 107 268 307 294 601 354 341 695 850 Internal Capture Reduction: -1 -1 -2 -44 -57 -101 -70 -69 -139 High-Turnover (Sit- 39,830 SF 0 0 0 241 148 389 227 219 446 932 Down) Restaurant Internal Capture Reduction: 0 0 0 -43 -39 -82 -45 -44 -89 Total Trip Generation: 188 185 373 629 494 1123 649 631 1280

Less Internal Capture: -2 -2 -4 -113 -113 -226 -128 -128 -256 Internal Capture Rate: 1% 20% 20%

Total External Trips 186 183 369 516 381 897 521 503 1024

Total Trip Generation

The total trip generation for the site is calculated by subtracting the estimated trips generated by the existing Macy’s from the total trip generation of the proposed redevelopment. The total trip generation of the proposed development is summarized in Table 3.

Table 3: Total Trip Generation AM PM SATURDAY TRIP GENERATION SCENARIO In Out Total In Out Total In Out Total Proposed Development 186 183 369 516 381 897 521 503 1024 Existing Macy's 0 0 0 -273 -273 -546 -512 -454 -966 FINAL TRIP GENERATION 186 183 369 243 108 351 9 49 58

It is concluded that the removal of the existing Macy’s store and the addition of the mixed use development will result in an increase of 369 total trips during the am peak hour, 351 total trips during the pm peak hour, and 58 total trips during the Saturday peak hour.

Trip Distribution and Assignment

The direction from which traffic approaches and departs a site is a function of numerous variables, including location of residences, location of employment centers, location of commercial/retail centers, available roadway systems, location and number of access points, and level of congestion on adjacent road systems.

- 15 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

The study area of the proposed redevelopment consists of the existing intersection of Lake Cook Road and Northbrook Court Drive – West. Traffic is assumed to be evenly split between eastbound and westbound Lake Cook Road, since Lake Cook Road is an arterial with significant volumes in both directions. All traffic arriving from the west is expected to enter the Mall via Northbrook Court Drive – West since the other driveways require driving past the proposed development. Traffic from the west will have the option of entering the Mall complex from any of the Northbrook Court Drives, with the center Drive being the most prominent. Therefore, only a portion of traffic from the east is assigned to the westbound left-turn at Northbrook Court Drive – West. The inbound and outbound trips are assumed to follow similar patterns. Table 4 provides a summary of the trip distribution for the industrial and retail traffic.

Table 4: Trip Assignment

Direction Trip Distribution

Lake Cook Road, West 50%

Lake Cook Road, East 50%

It is anticipated that a majority of the site generated trips traveling to and from the east will prefer to travel on Lake Cook Road rather than the Ring Road due to the lower speed limit along the Ring Road in addition to the numerous curb cuts and intersections. Additionally, the location of the restaurants and supermarket at the northern end of the redevelopment would likely result in all patrons likely using the western Lake Cook Road access points. Therefore, it is anticipated that minimal traffic would use Ring Road to the east. To maintain a conservative analysis of the study area intersection, no project related trips are assigned to the Ring Road east of the development area.

The directional distributions and assignment of new project traffic volume is illustrated in Figure 7.

Background Traffic Volumes

Background traffic volumes are estimated for the year 2024, which is five years beyond the anticipated build out in 2019. These volumes account for future non-project related growth in the area. Traffic projections were requested from the Chicago Metropolitan Agency for Planning (CMAP), however growth rates have not yet been provided at the time of this traffic study submittal.

In lieu of CMAP projections, growth rates will be estimated based on historical daily volumes along Lake Cook Road. An evaluation of historical Lake Cook Road annual average daily traffic volumes is summarized in Table 5. The growth rate from 2010 to 2014 is found to be 1.6 percent per year. This growth rate is typical for an arterial in an area that is largely built out. A

- 16 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois growth rate of 1.6 percent per year is applied to the existing traffic counts to estimate the background traffic volumes.

Table 5: Historic IDOT AADT Growth Rate Annual Growth Street Year IDOT AADT Rate 2010 33500 - Lake Cook Road 2014 35600 1.6%

The background traffic volumes are illustrated in Figure 8.

Future Traffic Volumes

The total project trips are added to the background volume to obtain the future with project traffic volume for the study intersections. Future with project traffic volumes are depicted in Figure 9.

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BACKGROUND = EXISTING TRAFFIC + 1.6% GROWTH PER TRAFFIC VOLUME VOLUME YEAR TO 2024 (FIGURE 5)

FIGURE 8 NORTHBROOK COURT BACKGROUND REDEVELOPMENT TRAFFIC VOLUMES

NORTHBROOK ILLINOIS 1

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FUTURE WITH PROJECT = BACKGROUND + TOTAL PROJECT TRAFFIC VOLUME TRAFFIC VOLUME TRIPS (FIGURE 8) (FIGURE 7)

FIGURE 9 NORTHBROOK COURT FUTURE WITH PROJECT REDEVELOPMENT TRAFFIC VOLUMES

NORTHBROOK ILLINOIS Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

IV. TRAFFIC ANALYSIS

Intersection Capacity Analysis

The operation of a facility is evaluated based on level of service (LOS) calculations obtained by analytical methods defined in the Transportation Research Board’s Highway Capacity Manual (HCM), 2010 Edition. The concept of LOS is defined as a quality measure describing operational conditions within a traffic stream, generally in terms of such service measures as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience.

There are six LOS letter designations, from A to F, with LOS A representing the best operating conditions and LOS F the worst.

The LOS of an intersection is based on the average control delay per vehicle. For a signalized intersection, the delay is calculated for each lane group and then aggregated for each approach and for the intersection as a whole. Generally, the LOS is reported for the intersection as a whole. For an unsignalized intersection, the delay is only calculated and reported for each minor movement. An overall intersection LOS is not calculated.

There are different LOS criteria for signalized and unsignalized intersections primarily due to driver perceptions of transportation facilities. The perception is that a signalized intersection is expected to carry higher traffic volumes and experience a greater average delay than an unsignalized intersection. The LOS criteria for signalized and unsignalized intersections are provided in Table 6.

Table 6: Level of Service Definitions for Signalized and Unsignalized Intersections Signalized Intersection Unsignalized Intersection Level of Service Control Delay Control Delay (seconds/vehicle) (seconds/vehicle) A < 10 ≤ 10.0 B > 10.0 and ≤ 20.0 > 10.0 and ≤ 15.0 C > 20.0 and ≤ 35.0 > 15.0 and ≤ 25.0 D > 35.0 and ≤ 55.0 > 25.0 and ≤ 35.0 E > 55.0 and ≤ 80.0 > 35.0 and ≤ 50.0 F > 80.0 > 50.0 Source: Transportation Research Board, Highway Capacity Manual 2010, National Research Council, 2010.

Typically, various state and local governments adopt standards varying between LOS C and LOS E, depending on the area’s size and roadway characteristics.

The study area consists of the signalized intersection of Lake Cook Road and Northbrook Court Drive - West. Capacity analysis was performed with Synchro 9.2 (9.2.914.6). Models were created for the weekday am and pm peak hour for the existing, background, and future with project conditions.

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Results for the signalized intersection of Lake Cook Road and Northbrook Court Drive - West are summarized in Table 7. Supporting Synchro analysis reports for the existing, background, and future with project traffic conditions are provided in Appendices C, D and E respectively.

Table 7: Signalized LOS – Lake Cook Road and Northbrook Court Drive - West Eastbound Westbound Northbound Intersection Peak Hour Scenario Delay Delay Delay Delay LOS LOS LOS LOS (sec) (sec) (sec) (sec) 2018 Existing 20.9 C 18.8 B 30.4 C 20.1 C WEEKDAY 2024 Background 18.5 B 16.8 B 33.4 C 18.0 B AM 2024 Future with Project 18.8 B 14.1 B 35.2 D 17.6 B

2018 Existing 11.3 B 13.1 B 43.4 D 14.3 B WEEKDAY 2024 Background 11.8 B 16.1 B 43.7 D 15.9 B PM 2024 Future with Project 13.7 B 16.4 B 44.6 D 17.3 B

Based on analysis of existing volumes, the intersection of Lake Cook Road and Northbrook Court Drive – West operates with low delay. All approaches and the overall intersection operate at LOS D or better during both the weekday am and weekday pm peak hours. In the background condition, delay deceases slightly during the weekday am peak hour since traffic growth occurs on the low delay major approaches and sufficient capacity is available for the minor approach. Delays increase slightly in the weekday pm peak hour, but there are no notable changes in levels of service.

In the future with project scenario, delay increases on the northbound approach in the am peak hour, with the level of service falling to LOS D. There is a noticeable decrease in delay on the westbound approach, which likely occurs due to low background volume and substantial capacity available for the westbound left turn movement. There is little change in delay for any approach or the overall intersection in the weekday pm peak hour.

Analysis was conducted for the weekday am and weekday pm peak hours, as it is expected that the commuter based traffic on Lake Cook Road will represent the worst possible operational conditions for the study area roadway network. Operations on Lake Cook Road are expected to be better during non-commuter weekend hours. As shown in the trip generation estimation, the proposed development is estimated to result in an increase of only 9 inbound and 49 outbound trips during the Saturday peak hour, which is likely high as the three uses do not peak concurrently. Increase of this magnitude are not anticipated to impact operations at the signalized intersection of Lake Cook Road and Northbrook Court Drive – West or any of the internal unsignalized intersections.

Overall, it is concluded that no mitigation is warranted at the signalized intersection of Lake Cook Road and Northbrook Court Drive – West.

- 22 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

Intersection Queue Length Analysis

Table 8 provides a summary of the 95th percentile queues at the signalized intersection of Lake Cook Road and Northbrook Court Drive – West.

Table 8: 95% Queue Length at Lake Cook Road and Northbrook Court Drive - West 95% Queue Length (feet) Peak Hour Scenario WB Left NB Left NB Right Existing (2018) 11 30 14 Weekday Background (2024) 9 31 15 AM Future with Project (2024) 40 78 58 Existing (2018) 12 128 23 Weekday Background (2024) 12 128 23 PM Future with Project (2024) 71 156 50 Existing Storage Length 220 205 205 Existing Taper Length 220 - -

In the existing conditions, the existing storage lengths are adequate to serve the 95th percentile queue lengths at the signalized intersection of Lake Cook Road and Northbrook Court Drive - West. Queue lengths increase slightly in the background conditions, but the existing storage lengths remain adequate. Queue lengths increase slightly with the addition of project related trips, but again the existing storage remains adequate.

Overall, it is concluded that no queue storage mitigation is necessary at the intersection of Lake Cook Road and Northbrook Court Drive - West.

Public Transportation Considerations

PACE Bus Routes 213, 422, 471, and 626 currently operate on the Ring Road with stops in the mall area. Consideration should be given to adding a new stop for PACE busses adjacent to the proposed residential units to better serve commuter ridership.

- 23 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

V. RING ROAD CIRCULATION ASSESSMENT

Northbrook Court Mall is serviced by a Ring Road around the perimeter around the facility. As stated previously, the Ring Road typically consists of a four-lane section with two-lanes in each direction. East of the Northbrook Court Drive – West intersection along the north side of the mall, Ring Road is striped as a three-lane section with one-through lane in each direction and exclusive left-turn lanes at the parking lot driveways and intersections.

The Ring Road internally carries traffic from the primary access points on Lake Cook Road and secondary access points on Rudolph Street and the various parking areas around the mall. It is worth noting that the movie theater located on the south side of the mall between the two access points on Rudolph Drive is likely a consistently high generator of traffic on Fridays and Saturdays.

In order to understand the traffic characteristics of the Ring Road, continuous tube counts were collected west of the intersection at Northbrook Court Drive – West, and two locations on either side of the movie theater. Bi-directional tube counts were recorded in fifteen minute intervals for a continuous 24 hour period on Friday, October 19, 2018 and Saturday, October 20, 2018. The Friday and Saturday collection periods were selected to capture the likely highest trip generation present at the mall.

The existing Friday and Saturday daily traffic observed in the study area is illustrated in Figure 10. Redevelopment traffic will largely travel in the location of the northwest tube count location, which carries 3,552 daily vehicles on Friday and 3,680 daily vehicles on Saturday. A similar volume of trips was observed at the south count location, which captures trips associated with the movie theater.

Methodology to estimate total daily trip generation for various land uses is provided in the ITE Trip Generation Manual. As discussed previously, the trip generation estimate must include a reduction to account for the removal of the existing Macy’s. The daily weekday and Saturday trip generation is summarized in Table 9.

Table 9: Daily Trip Generation WEEKDAY SATURDAY LUC LAND USE SIZE In Out Total In Out Total Dwelling 221 Multifamily Housing (Mid-Rise) 315 857 857 1,714 774 774 1,548 Unit

850 Supermarket 70,250 SF 3,751 3,751 7,502 6,239 6,239 12,478

932 High-Turnover (Sit-Down) Restaurant 39,830 SF 2,234 2,234 4,468 2,438 2,438 4,876

875 Department Store 280,000 SF -3,203 -3,203 -6,406 -3,556 -3,556 -7,112

TOTAL NEW DAILY TRAFFIC 3,639 3,639 7,278 5,895 5,895 11,790

- 24 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

It should be noted that the daily trip generation projections in the Manual are likely higher than will occur in the field, particularly for the restaurant land uses. While the Manual does not specify if the data sources in the set were open for breakfast, it is likely that the daily volume estimate assumes it will be open throughout the day. The restaurants anticipated in the redevelopment are likely to only be open for lunch and dinner. However, no reduction is applied to the trip generation projections.

It is assumed that the daily trips will follow a similar pattern to the distribution assumed for the peak hour trip assignment. The assumed assignment of project related trips at the Ring Road collection points is illustrated in Figure 11.

The projected daily trip generation is added to the existing daily traffic to determine the future with project daily traffic volume, which is illustrated in Figure 12. Traffic volume at the northwest count location increases to 6,100 daily trips on Friday and 7,806 daily trips on Saturday.

Typically, the capacity of a four-lane roadway is estimated to be up to 30,000 vehicles per day. While the future with project scenario represents a significant increase in daily traffic, the total volume is still substantially lower than the typical capacity.

In addition, operations and safety of the Ring Road will be improved by consolidating a number of parking lot drive aisles into a limited number of access points. Currently, sixteen one-way drive aisles intersect with the Ring Road to the west of the redevelopment area. The conceptual site plan includes the addition of a landscaped barrier that will consolidate the parking lot access to two full-access driveways.

It is also noted that a large portion of the trips on the southern portion of the Ring Road are associated with the movie theater. The primary access for the proposed apartment is located on the southern portion of the site to the west of the theater. It is unlikely that trip generation for the apartment and movie theater uses will peak at the same time. Based on the daily traffic projections above, it is concluded that primary Ring Road intersection for the apartment complex will maintain sufficient capacity at all times.

It is our professional opinion that the Ring Road will continue to operate adequately with the addition of redevelopment related trips. Since the Ring Road exhibits excess capacity, consideration can be given to altering the cross-section. The Ring Road could potentially be reconfigured to a three lane section, one travel lane in each direction with a center left-turn lane. Providing an auxiliary left-turn lane could have operational benefits compared to the shared left- turn/through lane configuration that currently exists.

- 25 - LEGEND

## - FRIDAY DAILY VOLUME

(##)- SATURDAY DAILY VOLUME

1804 (1821)

1748 (1859) NORTHBROOK CT WEST

R L A K E

C O O K

R O A D

NORTHBROOK CT MIDDLE

1 3

5 7

3 ( 1

( 8 1 5 7 1 7 ) 8

) R R I I N N G G R

O A R

D O A

R D

L P H

I V E

1 1 7 8 1 4 ( 1 0 3 1 5

( 4 1 ) 5 0 0 ) N O R TH B R E O A O S K T C T

FIGURE 10 NORTHBROOK COURT RING ROAD DAILY TRAFFIC REDEVELOPMENT EXISTING

NORTHBROOK ILLINOIS LEGEND

## - FRIDAY DAILY VOLUME

(##)- SATURDAY DAILY VOLUME

1274 (2063)

1274 (2063) NORTHBROOK CT WEST

R L A K E

C O O K

R O A D

NORTHBROOK CT MIDDLE R R I I N N G G R

O A R

D O A

R D

L P H

I V E

N O R TH B R E O A O S K T C T

FIGURE 11 NORTHBROOK COURT RING ROAD DAILY TRAFFIC REDEVELOPMENT NEW PROJECT TRIPS NORTHBROOK ILLINOIS LEGEND

## - FRIDAY DAILY VOLUME

(##)- SATURDAY DAILY VOLUME

3078 (3884)

3022 (3922) NORTHBROOK CT WEST

R L A K E

C O O K

R O A D

NORTHBROOK CT MIDDLE

1 3

5 7

3 ( 1

( 8 1 5 7 1 7 ) 8

) R R I I N N G G R

O A R

D O A

R D

L P H

I V E

1 1 7 8 1 4 ( 1 0 3 1 5

( 4 1 ) 5 0 0 ) N O R TH B R E O A O S K T C T

NOTE:

FUTURE WITH PROJECT = BACKGROUND + TOTAL PROJECT DAILY TRAFFIC VOLUME DAILY VOLUME DAILY VOLUME (FIGURE 10) (FIGURE 11)

FIGURE 12 NORTHBROOK COURT RING ROAD DAILY TRAFFIC REDEVELOPMENT FUTURE WITH PROJECT NORTHBROOK ILLINOIS Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

VI. CONCLUSIONS

The purpose of this study is to evaluate the traffic impacts of the proposed redevelopment of the west portion of the existing Northbrook Court Mall. The redevelopment includes removing the existing 280,000 square foot Macy’s and constructing a mixed-use development consisting of a 315 unit mid-rise apartment complex, a 70,250 square foot grocery store, and 39,830 square feet of restaurants. The conceptual site plan includes modifications to the existing Ring Road, but no changes to the intersection of Lake Cook Road and Northbrook Court Drive – West. The study area consists of the signalized intersection of Lake Cook Road and Northbrook Court Drive – West.

Traffic estimates are projected to 2024, which is five years beyond the anticipated opening date in 2019. The trip generation of the proposed development is estimated using the ITE Trip Generation Manual. The estimated number of trips generated by the existing Macy’s is removed from the total estimated trip generation of the redevelopment.

Capacity analysis was conducted using Synchro 9.2 for existing, background, and future with project conditions during the weekday am and weekday pm peak hours. Results of the capacity analysis for the existing scenario indicates that the signalized intersection of Lake Cook Road and Northbrook Court Drive – West operates at LOS D or better for all movements and the overall intersection during both the am and pm peak hours. Delay increases slightly on some approaches in the background condition but continues to operate at LOS D or better. The addition of project related trips again results in a slight increase in delay on some approaches, but no notable changes in levels of service. All existing queue storage is adequate in all scenarios. It is concluded that no mitigation is necessary at the signalized intersection of Lake Cook Road and Northbrook Court Drive – West.

The addition of redevelopment trips results in an increase of daily trips on the Ring Road around Northbrook Court. The northwest portion of the Ring Road near the proposed redevelopment increased from approximately 3,600 daily trips to more than 7,800 daily trips. However, the Ring Road is likely to maintain sufficient capacity since the typical capacity of a four-lane roadway is estimated to be up to 30,000 vehicles per day.

- 29 - Traffic Impact Study Northbrook Court Mall Redevelopment, Northbrook, Illinois

Providing an auxiliary left-turn lane could have operational benefits compared to the shared left- turn/through lane configuration that currently exists.

- 30 - Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX A

EXISTING TRAFFIC COUNTS

Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX A1

EXISTING TRAFFIC COUNTS

LAKE COOK RD/NORTHBROOK CT DR – WEST

INTERSECTION

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Northbrook Ct Dr -- Lake Cook Rd QC JOB #: 14821401 CITY/STATE: Northbrook, IL DATE: Thu, Oct 18 2018

0 0 Peak-Hour: 7:50 AM -- 8:50 AM 0.0 0.0 Peak 15-Min: 8:25 AM -- 8:40 AM 0 0 0 0.0 0.0 0.0

1472 0 0 1449 3.7 0.0 0.0 3.2 1691 0.93 1431 5.0 3.3 1802 111 18 1702 5.0 6.3 0.0 4.9 41 0 10 17.1 0.0 0.0 128 51 5.5 13.7

0 0 0 0

0 0

0 0 1 1

0 0

0 0 0 0

NA NA

NA NA NA NA

NA NA

5-Min Count Northbrook Ct Dr Northbrook Ct Dr Lake Cook Rd Lake Cook Rd Total Hourly Period (Northbound) (Southbound) (Eastbound) (Westbound) Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 7:00 AM 3 0 0 0 0 0 0 0 0 106 4 0 0 71 0 0 184 7:05 AM 1 0 0 0 0 0 0 0 0 83 7 0 0 73 0 0 164 7:10 AM 1 0 0 0 0 0 0 0 0 100 7 0 0 102 0 0 210 7:15 AM 1 0 1 0 0 0 0 0 0 114 2 0 1 102 0 0 221 7:20 AM 2 0 1 0 0 0 0 0 0 78 0 0 0 100 0 0 181 7:25 AM 1 0 0 0 0 0 0 0 0 117 2 0 1 104 0 0 225 7:30 AM 0 0 1 0 0 0 0 0 0 97 3 0 2 90 0 0 193 7:35 AM 2 0 0 0 0 0 0 0 0 129 3 0 0 104 0 0 238 7:40 AM 2 0 1 0 0 0 0 0 0 130 6 0 0 115 0 0 254 7:45 AM 1 0 0 0 0 0 0 0 0 129 10 0 0 117 0 0 257 7:50 AM 4 0 0 0 0 0 0 0 0 147 15 0 0 135 0 1 302 7:55 AM 4 0 2 0 0 0 0 0 0 142 6 0 2 149 0 0 305 2734 8:00 AM 0 0 2 0 0 0 0 0 0 124 6 0 1 122 0 0 255 2805 8:05 AM 1 0 2 0 0 0 0 0 0 127 5 0 0 109 0 0 244 2885 8:10 AM 7 0 1 0 0 0 0 0 0 130 6 0 2 103 0 0 249 2924 8:15 AM 5 0 0 0 0 0 0 0 0 154 14 0 1 112 0 0 286 2989 8:20 AM 3 0 0 0 0 0 0 0 0 130 10 0 1 110 0 0 254 3062 8:25 AM 1 0 0 0 0 0 0 0 0 169 6 0 2 122 0 0 300 3137 8:30 AM 2 0 1 0 0 0 0 0 0 184 13 0 1 107 0 0 308 3252 8:35 AM 5 0 1 0 0 0 0 0 0 134 8 0 3 132 0 0 283 3297 8:40 AM 5 0 0 0 0 0 0 0 0 113 9 0 2 127 0 0 256 3299 8:45 AM 4 0 1 0 0 0 0 0 0 137 13 0 2 103 0 0 260 3302 8:50 AM 4 0 2 0 0 0 0 0 0 151 14 0 1 123 0 0 295 3295 8:55 AM 6 0 3 0 0 0 0 0 0 119 15 0 1 135 0 0 279 3269 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 32 0 8 0 0 0 0 0 0 1948 108 0 24 1444 0 0 3564 Heavy Trucks 4 0 0 0 0 0 0 100 0 0 56 0 160 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 1 0 1 Railroad Stopped Buses Comments: Report generated on 10/30/2018 6:29 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCATION: Northbrook Ct Dr -- Lake Cook Rd QC JOB #: 14821402 CITY/STATE: Northbrook, IL DATE: Thu, Oct 18 2018

0 0 Peak-Hour: 4:25 PM -- 5:25 PM 0.0 0.0 Peak 15-Min: 5:10 PM -- 5:25 PM 0 0 0 0.0 0.0 0.0

2159 0 0 1957 2.5 0.0 0.0 2.6 1484 0.94 1929 0.8 2.6 1746 262 28 1511 1.0 1.9 0.0 0.8 230 0 27 1.3 0.0 0.0 290 257 1.7 1.2

0 0 0 0

0 0

0 0 0 0

0 0

0 0 0 0

NA NA

NA NA NA NA

NA NA

5-Min Count Northbrook Ct Dr Northbrook Ct Dr Lake Cook Rd Lake Cook Rd Total Hourly Period (Northbound) (Southbound) (Eastbound) (Westbound) Totals Beginning At Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 26 0 3 0 0 0 0 0 0 114 23 0 2 161 0 0 329 4:05 PM 14 0 1 0 0 0 0 0 0 96 15 0 2 164 0 0 292 4:10 PM 21 0 4 0 0 0 0 0 0 120 26 0 2 169 0 0 342 4:15 PM 29 0 0 0 0 0 0 0 0 133 17 0 2 169 0 0 350 4:20 PM 17 0 1 0 0 0 0 0 0 111 14 0 0 143 0 0 286 4:25 PM 25 0 2 0 0 0 0 0 0 116 15 0 1 172 0 0 331 4:30 PM 12 0 0 0 0 0 0 0 0 116 24 0 2 153 0 0 307 4:35 PM 33 0 1 0 0 0 0 0 0 122 20 0 2 163 0 0 341 4:40 PM 16 0 0 0 0 0 0 0 0 130 28 0 5 163 0 0 342 4:45 PM 21 0 2 0 0 0 0 0 0 102 12 0 0 176 0 0 313 4:50 PM 14 0 7 0 0 0 0 0 0 139 26 0 4 146 0 0 336 4:55 PM 12 0 4 0 0 0 0 0 0 91 28 0 3 172 0 0 310 3879 5:00 PM 17 0 1 0 0 0 0 0 0 118 23 0 2 146 0 0 307 3857 5:05 PM 24 0 1 0 0 0 0 0 0 131 16 0 3 148 0 0 323 3888 5:10 PM 15 0 2 0 0 0 0 0 0 149 28 0 1 145 0 0 340 3886 5:15 PM 21 0 5 0 0 0 0 0 0 140 19 0 2 184 0 0 371 3907 5:20 PM 20 0 2 0 0 0 0 0 0 130 23 0 3 161 0 0 339 3960 5:25 PM 15 0 0 0 0 0 0 0 0 104 19 0 3 149 0 0 290 3919 5:30 PM 20 0 8 0 0 0 0 0 0 123 12 0 2 144 0 0 309 3921 5:35 PM 14 0 2 0 0 0 0 0 0 116 22 0 1 139 0 0 294 3874 5:40 PM 9 0 4 0 0 0 0 0 0 119 21 0 1 131 0 0 285 3817 5:45 PM 26 0 3 0 0 0 0 0 0 120 20 0 1 141 0 0 311 3815 5:50 PM 10 0 6 0 0 0 0 0 0 150 21 0 1 125 0 0 313 3792 5:55 PM 23 0 3 0 0 0 0 0 0 107 23 0 4 154 0 0 314 3796 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total All Vehicles 224 0 36 0 0 0 0 0 0 1676 280 0 24 1960 0 0 4200 Heavy Trucks 4 0 0 0 0 0 0 12 0 0 56 0 72 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Report generated on 10/30/2018 6:29 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX A2

EXISTING TRAFFIC COUNTS

TUBE COUNTS

RING ROAD WEST

Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 1 1 18 10 12:15 AM 2 2 7 5 12:30 AM 2 2 8 5 12:45 AM 1 1 1 1 1:00 AM 0 0 0 0 1:15 AM 0 0 1 1 1:30 AM 0 0 0 0 1:45 AM 0 0 2 1 2:00 AM 1 1 0 1 2:15 AM 0 0 1 1 2:30 AM 0 0 0 0 2:45 AM 0 0 1 1 3:00 AM 0 0 0 0 3:15 AM 2 2 0 1 3:30 AM 0 0 1 1 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 1 1 0 1 4:45 AM 0 0 1 1 5:00 AM 0 0 0 0 5:15 AM 4 4 0 2 5:30 AM 2 2 0 1 5:45 AM 4 4 0 2 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 2 2 0 1 6:15 AM 3 3 0 2 6:30 AM 3 3 1 2 6:45 AM 5 5 2 4 7:00 AM 5 5 2 4 7:15 AM 7 7 2 5 7:30 AM 8 8 3 6 7:45 AM 7 7 6 7 8:00 AM 14 14 3 9 8:15 AM 10 10 8 9 8:30 AM 19 19 8 14 8:45 AM 22 22 5 14 9:00 AM 11 11 17 14 9:15 AM 15 15 6 11 9:30 AM 19 19 14 17 9:45 AM 13 13 13 13 10:00 AM 16 16 21 19 10:15 AM 24 24 25 25 10:30 AM 17 17 22 20 10:45 AM 11 11 22 17 11:00 AM 21 21 20 21 11:15 AM 37 37 28 33 11:30 AM 30 30 25 28 11:45 AM 26 26 34 30 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 27 27 33 30 12:15 PM 34 34 31 33 12:30 PM 41 41 45 43 12:45 PM 35 35 44 40 1:00 PM 33 33 38 36 1:15 PM 35 35 40 38 1:30 PM 40 40 30 35 1:45 PM 28 28 33 31 2:00 PM 42 42 38 40 2:15 PM 38 38 37 38 2:30 PM 32 32 30 31 2:45 PM 29 29 32 31 3:00 PM 36 36 45 41 3:15 PM 47 47 46 47 3:30 PM 54 54 50 52 3:45 PM 37 37 53 45 4:00 PM 43 43 49 46 4:15 PM 32 32 31 32 4:30 PM 33 33 31 32 4:45 PM 28 28 27 28 5:00 PM 31 31 31 31 5:15 PM 36 36 23 30 5:30 PM 27 27 35 31 5:45 PM 30 30 31 31 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 29 29 42 36 6:15 PM 33 33 45 39 6:30 PM 25 25 33 29 6:45 PM 21 21 37 29 7:00 PM 29 29 59 44 7:15 PM 24 24 54 39 7:30 PM 36 36 27 32 7:45 PM 25 25 32 29 8:00 PM 24 24 17 21 8:15 PM 30 30 25 28 8:30 PM 22 22 24 23 8:45 PM 21 21 30 26 9:00 PM 22 22 19 21 9:15 PM 26 26 23 25 9:30 PM 29 29 31 30 9:45 PM 48 48 48 48 10:00 PM 25 25 29 27 10:15 PM 14 14 10 12 10:30 PM 6 6 14 10 10:45 PM 16 16 22 19 11:00 PM 3 3 2 3 11:15 PM 5 5 10 8 11:30 PM 16 16 9 13 11:45 PM 6 6 6 6 Day Total 1748 1748 1859 1829 % Weekday Average 100.0% % Week Average 95.6% 95.6% 101.6% AM Peak 11:15 AM 11:15 AM 11:45 AM 11:15 AM Volume 37 37 34 33 PM Peak 3:30 PM 3:30 PM 7:00 PM 3:30 PM Volume 54 54 59 52 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 18 18 12:15 AM 7 7 12:30 AM 8 8 12:45 AM 1 1 1:00 AM 0 0 1:15 AM 1 1 1:30 AM 0 0 1:45 AM 2 2 2:00 AM 0 0 2:15 AM 1 1 2:30 AM 0 0 2:45 AM 1 1 3:00 AM 0 0 3:15 AM 0 0 3:30 AM 1 1 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 0 0 4:45 AM 1 1 5:00 AM 0 0 5:15 AM 0 0 5:30 AM 0 0 5:45 AM 0 0 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 0 0 6:15 AM 0 0 6:30 AM 1 1 6:45 AM 2 2 7:00 AM 2 2 7:15 AM 2 2 7:30 AM 3 3 7:45 AM 6 6 8:00 AM 3 3 8:15 AM 8 8 8:30 AM 8 8 8:45 AM 5 5 9:00 AM 17 17 9:15 AM 6 6 9:30 AM 14 14 9:45 AM 13 13 10:00 AM 21 21 10:15 AM 25 25 10:30 AM 22 22 10:45 AM 22 22 11:00 AM 20 20 11:15 AM 28 28 11:30 AM 25 25 11:45 AM 34 34 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 33 33 12:15 PM 31 31 12:30 PM 45 45 12:45 PM 44 44 1:00 PM 38 38 1:15 PM 40 40 1:30 PM 30 30 1:45 PM 33 33 2:00 PM 38 38 2:15 PM 37 37 2:30 PM 30 30 2:45 PM 32 32 3:00 PM 45 45 3:15 PM 46 46 3:30 PM 50 50 3:45 PM 53 53 4:00 PM 49 49 4:15 PM 31 31 4:30 PM 31 31 4:45 PM 27 27 5:00 PM 31 31 5:15 PM 23 23 5:30 PM 35 35 5:45 PM 31 31 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 42 42 6:15 PM 45 45 6:30 PM 33 33 6:45 PM 37 37 7:00 PM 59 59 7:15 PM 54 54 7:30 PM 27 27 7:45 PM 32 32 8:00 PM 17 17 8:15 PM 25 25 8:30 PM 24 24 8:45 PM 30 30 9:00 PM 19 19 9:15 PM 23 23 9:30 PM 31 31 9:45 PM 48 48 10:00 PM 29 29 10:15 PM 10 10 10:30 PM 14 14 10:45 PM 22 22 11:00 PM 2 2 11:15 PM 10 10 11:30 PM 9 9 11:45 PM 6 6 Day Total 1859 1859 % Weekday Average % Week Average 100.0% AM Peak 11:45 AM 11:45 AM Volume 34 34 PM Peak 7:00 PM 7:00 PM Volume 59 59 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 2 2 2 2 12:15 AM 0 0 0 0 12:30 AM 3 3 0 2 12:45 AM 1 1 0 1 1:00 AM 1 1 2 2 1:15 AM 0 0 1 1 1:30 AM 1 1 1 1 1:45 AM 1 1 0 1 2:00 AM 0 0 0 0 2:15 AM 0 0 0 0 2:30 AM 0 0 0 0 2:45 AM 0 0 0 0 3:00 AM 0 0 0 0 3:15 AM 0 0 1 1 3:30 AM 1 1 0 1 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 1 1 0 1 4:45 AM 1 1 0 1 5:00 AM 0 0 0 0 5:15 AM 0 0 0 0 5:30 AM 2 2 3 3 5:45 AM 4 4 3 4 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 4 4 1 3 6:15 AM 4 4 2 3 6:30 AM 8 8 6 7 6:45 AM 6 6 2 4 7:00 AM 8 8 2 5 7:15 AM 7 7 2 5 7:30 AM 22 22 8 15 7:45 AM 19 19 11 15 8:00 AM 25 25 10 18 8:15 AM 21 21 18 20 8:30 AM 25 25 15 20 8:45 AM 31 31 26 29 9:00 AM 26 26 15 21 9:15 AM 31 31 18 25 9:30 AM 15 15 26 21 9:45 AM 30 30 35 33 10:00 AM 23 23 30 27 10:15 AM 26 26 33 30 10:30 AM 34 34 32 33 10:45 AM 36 36 36 36 11:00 AM 37 37 24 31 11:15 AM 42 42 36 39 11:30 AM 25 25 33 29 11:45 AM 36 36 49 43 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 34 34 45 40 12:15 PM 44 44 44 44 12:30 PM 51 51 36 44 12:45 PM 42 42 55 49 1:00 PM 46 46 46 46 1:15 PM 32 32 30 31 1:30 PM 29 29 36 33 1:45 PM 37 37 39 38 2:00 PM 31 31 33 32 2:15 PM 30 30 31 31 2:30 PM 35 35 41 38 2:45 PM 18 18 39 29 3:00 PM 34 34 46 40 3:15 PM 36 36 27 32 3:30 PM 26 26 45 36 3:45 PM 38 38 27 33 4:00 PM 37 37 33 35 4:15 PM 26 26 32 29 4:30 PM 34 34 39 37 4:45 PM 34 34 25 30 5:00 PM 25 25 26 26 5:15 PM 40 40 24 32 5:30 PM 44 44 27 36 5:45 PM 30 30 56 43 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 33 33 66 50 6:15 PM 50 50 61 56 6:30 PM 39 39 44 42 6:45 PM 37 37 38 38 7:00 PM 40 40 41 41 7:15 PM 35 35 37 36 7:30 PM 25 25 29 27 7:45 PM 15 15 18 17 8:00 PM 12 12 11 12 8:15 PM 24 24 14 19 8:30 PM 11 11 12 12 8:45 PM 14 14 13 14 9:00 PM 14 14 15 15 9:15 PM 12 12 8 10 9:30 PM 12 12 6 9 9:45 PM 14 14 9 12 10:00 PM 6 6 10 8 10:15 PM 6 6 13 10 10:30 PM 4 4 6 5 10:45 PM 0 0 0 0 11:00 PM 1 1 3 2 11:15 PM 5 5 0 3 11:30 PM 1 1 1 1 11:45 PM 2 2 1 2 Day Total 1804 1804 1821 1838 % Weekday Average 100.0% % Week Average 98.2% 98.2% 99.1% AM Peak 11:15 AM 11:15 AM 11:45 AM 11:45 AM Volume 42 42 49 43 PM Peak 12:30 PM 12:30 PM 6:00 PM 6:15 PM Volume 51 51 66 56 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 2 2 12:15 AM 0 0 12:30 AM 0 0 12:45 AM 0 0 1:00 AM 2 2 1:15 AM 1 1 1:30 AM 1 1 1:45 AM 0 0 2:00 AM 0 0 2:15 AM 0 0 2:30 AM 0 0 2:45 AM 0 0 3:00 AM 0 0 3:15 AM 1 1 3:30 AM 0 0 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 0 0 4:45 AM 0 0 5:00 AM 0 0 5:15 AM 0 0 5:30 AM 3 3 5:45 AM 3 3 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 1 1 6:15 AM 2 2 6:30 AM 6 6 6:45 AM 2 2 7:00 AM 2 2 7:15 AM 2 2 7:30 AM 8 8 7:45 AM 11 11 8:00 AM 10 10 8:15 AM 18 18 8:30 AM 15 15 8:45 AM 26 26 9:00 AM 15 15 9:15 AM 18 18 9:30 AM 26 26 9:45 AM 35 35 10:00 AM 30 30 10:15 AM 33 33 10:30 AM 32 32 10:45 AM 36 36 11:00 AM 24 24 11:15 AM 36 36 11:30 AM 33 33 11:45 AM 49 49 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 45 45 12:15 PM 44 44 12:30 PM 36 36 12:45 PM 55 55 1:00 PM 46 46 1:15 PM 30 30 1:30 PM 36 36 1:45 PM 39 39 2:00 PM 33 33 2:15 PM 31 31 2:30 PM 41 41 2:45 PM 39 39 3:00 PM 46 46 3:15 PM 27 27 3:30 PM 45 45 3:45 PM 27 27 4:00 PM 33 33 4:15 PM 32 32 4:30 PM 39 39 4:45 PM 25 25 5:00 PM 26 26 5:15 PM 24 24 5:30 PM 27 27 5:45 PM 56 56 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 66 66 6:15 PM 61 61 6:30 PM 44 44 6:45 PM 38 38 7:00 PM 41 41 7:15 PM 37 37 7:30 PM 29 29 7:45 PM 18 18 8:00 PM 11 11 8:15 PM 14 14 8:30 PM 12 12 8:45 PM 13 13 9:00 PM 15 15 9:15 PM 8 8 9:30 PM 6 6 9:45 PM 9 9 10:00 PM 10 10 10:15 PM 13 13 10:30 PM 6 6 10:45 PM 0 0 11:00 PM 3 3 11:15 PM 0 0 11:30 PM 1 1 11:45 PM 1 1 Day Total 1821 1821 % Weekday Average % Week Average 100.0% AM Peak 11:45 AM 11:45 AM Volume 49 49 PM Peak 6:00 PM 6:00 PM Volume 66 66 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 3 3 20 12 12:15 AM 2 2 7 5 12:30 AM 5 5 8 7 12:45 AM 2 2 1 2 1:00 AM 1 1 2 2 1:15 AM 0 0 2 1 1:30 AM 1 1 1 1 1:45 AM 1 1 2 2 2:00 AM 1 1 0 1 2:15 AM 0 0 1 1 2:30 AM 0 0 0 0 2:45 AM 0 0 1 1 3:00 AM 0 0 0 0 3:15 AM 2 2 1 2 3:30 AM 1 1 1 1 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 2 2 0 1 4:45 AM 1 1 1 1 5:00 AM 0 0 0 0 5:15 AM 4 4 0 2 5:30 AM 4 4 3 4 5:45 AM 8 8 3 6 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 6 6 1 4 6:15 AM 7 7 2 5 6:30 AM 11 11 7 9 6:45 AM 11 11 4 8 7:00 AM 13 13 4 9 7:15 AM 14 14 4 9 7:30 AM 30 30 11 21 7:45 AM 26 26 17 22 8:00 AM 39 39 13 26 8:15 AM 31 31 26 29 8:30 AM 44 44 23 34 8:45 AM 53 53 31 42 9:00 AM 37 37 32 35 9:15 AM 46 46 24 35 9:30 AM 34 34 40 37 9:45 AM 43 43 48 46 10:00 AM 39 39 51 45 10:15 AM 50 50 58 54 10:30 AM 51 51 54 53 10:45 AM 47 47 58 53 11:00 AM 58 58 44 51 11:15 AM 79 79 64 72 11:30 AM 55 55 58 57 11:45 AM 62 62 83 73 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 61 61 78 70 12:15 PM 78 78 75 77 12:30 PM 92 92 81 87 12:45 PM 77 77 99 88 1:00 PM 79 79 84 82 1:15 PM 67 67 70 69 1:30 PM 69 69 66 68 1:45 PM 65 65 72 69 2:00 PM 73 73 71 72 2:15 PM 68 68 68 68 2:30 PM 67 67 71 69 2:45 PM 47 47 71 59 3:00 PM 70 70 91 81 3:15 PM 83 83 73 78 3:30 PM 80 80 95 88 3:45 PM 75 75 80 78 4:00 PM 80 80 82 81 4:15 PM 58 58 63 61 4:30 PM 67 67 70 69 4:45 PM 62 62 52 57 5:00 PM 56 56 57 57 5:15 PM 76 76 47 62 5:30 PM 71 71 62 67 5:45 PM 60 60 87 74 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 62 62 108 85 6:15 PM 83 83 106 95 6:30 PM 64 64 77 71 6:45 PM 58 58 75 67 7:00 PM 69 69 100 85 7:15 PM 59 59 91 75 7:30 PM 61 61 56 59 7:45 PM 40 40 50 45 8:00 PM 36 36 28 32 8:15 PM 54 54 39 47 8:30 PM 33 33 36 35 8:45 PM 35 35 43 39 9:00 PM 36 36 34 35 9:15 PM 38 38 31 35 9:30 PM 41 41 37 39 9:45 PM 62 62 57 60 10:00 PM 31 31 39 35 10:15 PM 20 20 23 22 10:30 PM 10 10 20 15 10:45 PM 16 16 22 19 11:00 PM 4 4 5 5 11:15 PM 10 10 10 10 11:30 PM 17 17 10 14 11:45 PM 8 8 7 8 Day Total 3552 3552 3680 3644 % Weekday Average 100.0% % Week Average 97.5% 97.5% 101.0% AM Peak 11:15 AM 11:15 AM 11:45 AM 11:45 AM Volume 79 79 83 73 PM Peak 12:30 PM 12:30 PM 6:00 PM 6:15 PM Volume 92 92 108 95 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 20 20 12:15 AM 7 7 12:30 AM 8 8 12:45 AM 1 1 1:00 AM 2 2 1:15 AM 2 2 1:30 AM 1 1 1:45 AM 2 2 2:00 AM 0 0 2:15 AM 1 1 2:30 AM 0 0 2:45 AM 1 1 3:00 AM 0 0 3:15 AM 1 1 3:30 AM 1 1 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 0 0 4:45 AM 1 1 5:00 AM 0 0 5:15 AM 0 0 5:30 AM 3 3 5:45 AM 3 3 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 1 1 6:15 AM 2 2 6:30 AM 7 7 6:45 AM 4 4 7:00 AM 4 4 7:15 AM 4 4 7:30 AM 11 11 7:45 AM 17 17 8:00 AM 13 13 8:15 AM 26 26 8:30 AM 23 23 8:45 AM 31 31 9:00 AM 32 32 9:15 AM 24 24 9:30 AM 40 40 9:45 AM 48 48 10:00 AM 51 51 10:15 AM 58 58 10:30 AM 54 54 10:45 AM 58 58 11:00 AM 44 44 11:15 AM 64 64 11:30 AM 58 58 11:45 AM 83 83 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 78 78 12:15 PM 75 75 12:30 PM 81 81 12:45 PM 99 99 1:00 PM 84 84 1:15 PM 70 70 1:30 PM 66 66 1:45 PM 72 72 2:00 PM 71 71 2:15 PM 68 68 2:30 PM 71 71 2:45 PM 71 71 3:00 PM 91 91 3:15 PM 73 73 3:30 PM 95 95 3:45 PM 80 80 4:00 PM 82 82 4:15 PM 63 63 4:30 PM 70 70 4:45 PM 52 52 5:00 PM 57 57 5:15 PM 47 47 5:30 PM 62 62 5:45 PM 87 87 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct NE QC JOB #: 14821405 SPECIFIC LOCATION: Northbrook Ct NE DIRECTION: NB/SB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 108 108 6:15 PM 106 106 6:30 PM 77 77 6:45 PM 75 75 7:00 PM 100 100 7:15 PM 91 91 7:30 PM 56 56 7:45 PM 50 50 8:00 PM 28 28 8:15 PM 39 39 8:30 PM 36 36 8:45 PM 43 43 9:00 PM 34 34 9:15 PM 31 31 9:30 PM 37 37 9:45 PM 57 57 10:00 PM 39 39 10:15 PM 23 23 10:30 PM 20 20 10:45 PM 22 22 11:00 PM 5 5 11:15 PM 10 10 11:30 PM 10 10 11:45 PM 7 7 Day Total 3680 3680 % Weekday Average % Week Average 100.0% AM Peak 11:45 AM 11:45 AM Volume 83 83 PM Peak 6:00 PM 6:00 PM Volume 108 108 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX A3

EXISTING TRAFFIC COUNTS

TUBE COUNTS

RING ROAD SOUTH

Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 0 0 18 9 12:15 AM 5 5 13 9 12:30 AM 2 2 7 5 12:45 AM 0 0 2 1 1:00 AM 3 3 2 3 1:15 AM 2 2 0 1 1:30 AM 0 0 0 0 1:45 AM 1 1 0 1 2:00 AM 0 0 0 0 2:15 AM 1 1 0 1 2:30 AM 0 0 0 0 2:45 AM 0 0 2 1 3:00 AM 0 0 0 0 3:15 AM 0 0 0 0 3:30 AM 0 0 0 0 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 0 0 0 0 4:45 AM 0 0 0 0 5:00 AM 0 0 0 0 5:15 AM 0 0 1 1 5:30 AM 0 0 1 1 5:45 AM 1 1 0 1 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 5 5 1 3 6:15 AM 3 3 1 2 6:30 AM 8 8 0 4 6:45 AM 2 2 0 1 7:00 AM 7 7 0 4 7:15 AM 1 1 0 1 7:30 AM 7 7 1 4 7:45 AM 4 4 5 5 8:00 AM 7 7 3 5 8:15 AM 6 6 4 5 8:30 AM 8 8 7 8 8:45 AM 12 12 7 10 9:00 AM 8 8 11 10 9:15 AM 16 16 6 11 9:30 AM 7 7 8 8 9:45 AM 14 14 10 12 10:00 AM 13 13 17 15 10:15 AM 17 17 15 16 10:30 AM 11 11 17 14 10:45 AM 21 21 12 17 11:00 AM 19 19 12 16 11:15 AM 28 28 19 24 11:30 AM 28 28 20 24 11:45 AM 21 21 17 19 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 18 18 14 16 12:15 PM 25 25 21 23 12:30 PM 28 28 26 27 12:45 PM 32 32 42 37 1:00 PM 27 27 53 40 1:15 PM 24 24 26 25 1:30 PM 32 32 36 34 1:45 PM 30 30 27 29 2:00 PM 24 24 29 27 2:15 PM 26 26 32 29 2:30 PM 29 29 41 35 2:45 PM 25 25 51 38 3:00 PM 36 36 37 37 3:15 PM 32 32 63 48 3:30 PM 44 44 42 43 3:45 PM 38 38 41 40 4:00 PM 29 29 45 37 4:15 PM 39 39 26 33 4:30 PM 27 27 25 26 4:45 PM 26 26 30 28 5:00 PM 23 23 28 26 5:15 PM 28 28 26 27 5:30 PM 21 21 22 22 5:45 PM 35 35 28 32 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 37 37 41 39 6:15 PM 32 32 53 43 6:30 PM 31 31 55 43 6:45 PM 25 25 36 31 7:00 PM 22 22 42 32 7:15 PM 15 15 36 26 7:30 PM 26 26 31 29 7:45 PM 29 29 37 33 8:00 PM 25 25 33 29 8:15 PM 18 18 22 20 8:30 PM 16 16 21 19 8:45 PM 21 21 18 20 9:00 PM 16 16 24 20 9:15 PM 27 27 33 30 9:30 PM 34 34 37 36 9:45 PM 74 74 75 75 10:00 PM 27 27 41 34 10:15 PM 12 12 14 13 10:30 PM 25 25 28 27 10:45 PM 24 24 17 21 11:00 PM 10 10 10 10 11:15 PM 9 9 6 8 11:30 PM 17 17 11 14 11:45 PM 5 5 7 6 Day Total 1563 1563 1778 1689 % Weekday Average 100.0% % Week Average 92.5% 92.5% 105.3% AM Peak 11:15 AM 11:15 AM 11:30 AM 11:15 AM Volume 28 28 20 24 PM Peak 9:45 PM 9:45 PM 9:45 PM 9:45 PM Volume 74 74 75 75 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 18 18 12:15 AM 13 13 12:30 AM 7 7 12:45 AM 2 2 1:00 AM 2 2 1:15 AM 0 0 1:30 AM 0 0 1:45 AM 0 0 2:00 AM 0 0 2:15 AM 0 0 2:30 AM 0 0 2:45 AM 2 2 3:00 AM 0 0 3:15 AM 0 0 3:30 AM 0 0 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 0 0 4:45 AM 0 0 5:00 AM 0 0 5:15 AM 1 1 5:30 AM 1 1 5:45 AM 0 0 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 1 1 6:15 AM 1 1 6:30 AM 0 0 6:45 AM 0 0 7:00 AM 0 0 7:15 AM 0 0 7:30 AM 1 1 7:45 AM 5 5 8:00 AM 3 3 8:15 AM 4 4 8:30 AM 7 7 8:45 AM 7 7 9:00 AM 11 11 9:15 AM 6 6 9:30 AM 8 8 9:45 AM 10 10 10:00 AM 17 17 10:15 AM 15 15 10:30 AM 17 17 10:45 AM 12 12 11:00 AM 12 12 11:15 AM 19 19 11:30 AM 20 20 11:45 AM 17 17 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 14 14 12:15 PM 21 21 12:30 PM 26 26 12:45 PM 42 42 1:00 PM 53 53 1:15 PM 26 26 1:30 PM 36 36 1:45 PM 27 27 2:00 PM 29 29 2:15 PM 32 32 2:30 PM 41 41 2:45 PM 51 51 3:00 PM 37 37 3:15 PM 63 63 3:30 PM 42 42 3:45 PM 41 41 4:00 PM 45 45 4:15 PM 26 26 4:30 PM 25 25 4:45 PM 30 30 5:00 PM 28 28 5:15 PM 26 26 5:30 PM 22 22 5:45 PM 28 28 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 41 41 6:15 PM 53 53 6:30 PM 55 55 6:45 PM 36 36 7:00 PM 42 42 7:15 PM 36 36 7:30 PM 31 31 7:45 PM 37 37 8:00 PM 33 33 8:15 PM 22 22 8:30 PM 21 21 8:45 PM 18 18 9:00 PM 24 24 9:15 PM 33 33 9:30 PM 37 37 9:45 PM 75 75 10:00 PM 41 41 10:15 PM 14 14 10:30 PM 28 28 10:45 PM 17 17 11:00 PM 10 10 11:15 PM 6 6 11:30 PM 11 11 11:45 PM 7 7 Day Total 1778 1778 % Weekday Average % Week Average 100.0% AM Peak 11:30 AM 11:30 AM Volume 20 20 PM Peak 9:45 PM 9:45 PM Volume 75 75 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 0 0 2 1 12:15 AM 0 0 0 0 12:30 AM 1 1 0 1 12:45 AM 1 1 0 1 1:00 AM 0 0 0 0 1:15 AM 0 0 0 0 1:30 AM 0 0 0 0 1:45 AM 0 0 0 0 2:00 AM 0 0 0 0 2:15 AM 0 0 1 1 2:30 AM 0 0 0 0 2:45 AM 0 0 1 1 3:00 AM 0 0 0 0 3:15 AM 0 0 0 0 3:30 AM 0 0 0 0 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 0 0 2 1 4:45 AM 1 1 1 1 5:00 AM 0 0 0 0 5:15 AM 0 0 0 0 5:30 AM 0 0 1 1 5:45 AM 7 7 6 7 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 1 1 2 2 6:15 AM 3 3 0 2 6:30 AM 7 7 6 7 6:45 AM 10 10 3 7 7:00 AM 4 4 2 3 7:15 AM 7 7 2 5 7:30 AM 6 6 4 5 7:45 AM 8 8 5 7 8:00 AM 11 11 6 9 8:15 AM 6 6 10 8 8:30 AM 16 16 5 11 8:45 AM 11 11 18 15 9:00 AM 15 15 8 12 9:15 AM 17 17 12 15 9:30 AM 17 17 16 17 9:45 AM 29 29 26 28 10:00 AM 17 17 18 18 10:15 AM 25 25 24 25 10:30 AM 29 29 27 28 10:45 AM 31 31 22 27 11:00 AM 21 21 36 29 11:15 AM 29 29 34 32 11:30 AM 44 44 23 34 11:45 AM 43 43 31 37 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 38 38 38 38 12:15 PM 26 26 46 36 12:30 PM 32 32 47 40 12:45 PM 25 25 49 37 1:00 PM 27 27 46 37 1:15 PM 32 32 47 40 1:30 PM 28 28 42 35 1:45 PM 20 20 33 27 2:00 PM 20 20 35 28 2:15 PM 17 17 32 25 2:30 PM 18 18 32 25 2:45 PM 25 25 41 33 3:00 PM 16 16 51 34 3:15 PM 19 19 67 43 3:30 PM 31 31 51 41 3:45 PM 41 41 39 40 4:00 PM 25 25 41 33 4:15 PM 33 33 46 40 4:30 PM 36 36 42 39 4:45 PM 20 20 26 23 5:00 PM 21 21 34 28 5:15 PM 16 16 32 24 5:30 PM 27 27 32 30 5:45 PM 33 33 39 36 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 28 28 51 40 6:15 PM 36 36 43 40 6:30 PM 42 42 53 48 6:45 PM 40 40 54 47 7:00 PM 36 36 60 48 7:15 PM 35 35 47 41 7:30 PM 23 23 28 26 7:45 PM 33 33 14 24 8:00 PM 15 15 11 13 8:15 PM 17 17 19 18 8:30 PM 8 8 20 14 8:45 PM 10 10 12 11 9:00 PM 8 8 17 13 9:15 PM 12 12 6 9 9:30 PM 16 16 20 18 9:45 PM 12 12 13 13 10:00 PM 9 9 15 12 10:15 PM 7 7 10 9 10:30 PM 4 4 6 5 10:45 PM 2 2 3 3 11:00 PM 0 0 1 1 11:15 PM 0 0 1 1 11:30 PM 1 1 3 2 11:45 PM 0 0 2 1 Day Total 1437 1437 1851 1667 % Weekday Average 100.0% % Week Average 86.2% 86.2% 111.0% AM Peak 11:30 AM 11:30 AM 11:00 AM 11:45 AM Volume 44 44 36 37 PM Peak 6:30 PM 6:30 PM 3:15 PM 6:30 PM Volume 42 42 67 48 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 2 2 12:15 AM 0 0 12:30 AM 0 0 12:45 AM 0 0 1:00 AM 0 0 1:15 AM 0 0 1:30 AM 0 0 1:45 AM 0 0 2:00 AM 0 0 2:15 AM 1 1 2:30 AM 0 0 2:45 AM 1 1 3:00 AM 0 0 3:15 AM 0 0 3:30 AM 0 0 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 2 2 4:45 AM 1 1 5:00 AM 0 0 5:15 AM 0 0 5:30 AM 1 1 5:45 AM 6 6 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 2 2 6:15 AM 0 0 6:30 AM 6 6 6:45 AM 3 3 7:00 AM 2 2 7:15 AM 2 2 7:30 AM 4 4 7:45 AM 5 5 8:00 AM 6 6 8:15 AM 10 10 8:30 AM 5 5 8:45 AM 18 18 9:00 AM 8 8 9:15 AM 12 12 9:30 AM 16 16 9:45 AM 26 26 10:00 AM 18 18 10:15 AM 24 24 10:30 AM 27 27 10:45 AM 22 22 11:00 AM 36 36 11:15 AM 34 34 11:30 AM 23 23 11:45 AM 31 31 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 38 38 12:15 PM 46 46 12:30 PM 47 47 12:45 PM 49 49 1:00 PM 46 46 1:15 PM 47 47 1:30 PM 42 42 1:45 PM 33 33 2:00 PM 35 35 2:15 PM 32 32 2:30 PM 32 32 2:45 PM 41 41 3:00 PM 51 51 3:15 PM 67 67 3:30 PM 51 51 3:45 PM 39 39 4:00 PM 41 41 4:15 PM 46 46 4:30 PM 42 42 4:45 PM 26 26 5:00 PM 34 34 5:15 PM 32 32 5:30 PM 32 32 5:45 PM 39 39 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 51 51 6:15 PM 43 43 6:30 PM 53 53 6:45 PM 54 54 7:00 PM 60 60 7:15 PM 47 47 7:30 PM 28 28 7:45 PM 14 14 8:00 PM 11 11 8:15 PM 19 19 8:30 PM 20 20 8:45 PM 12 12 9:00 PM 17 17 9:15 PM 6 6 9:30 PM 20 20 9:45 PM 13 13 10:00 PM 15 15 10:15 PM 10 10 10:30 PM 6 6 10:45 PM 3 3 11:00 PM 1 1 11:15 PM 1 1 11:30 PM 3 3 11:45 PM 2 2 Day Total 1851 1851 % Weekday Average % Week Average 100.0% AM Peak 11:00 AM 11:00 AM Volume 36 36 PM Peak 3:15 PM 3:15 PM Volume 67 67 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 0 0 20 10 12:15 AM 5 5 13 9 12:30 AM 3 3 7 5 12:45 AM 1 1 2 2 1:00 AM 3 3 2 3 1:15 AM 2 2 0 1 1:30 AM 0 0 0 0 1:45 AM 1 1 0 1 2:00 AM 0 0 0 0 2:15 AM 1 1 1 1 2:30 AM 0 0 0 0 2:45 AM 0 0 3 2 3:00 AM 0 0 0 0 3:15 AM 0 0 0 0 3:30 AM 0 0 0 0 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 0 0 2 1 4:45 AM 1 1 1 1 5:00 AM 0 0 0 0 5:15 AM 0 0 1 1 5:30 AM 0 0 2 1 5:45 AM 8 8 6 7 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 6 6 3 5 6:15 AM 6 6 1 4 6:30 AM 15 15 6 11 6:45 AM 12 12 3 8 7:00 AM 11 11 2 7 7:15 AM 8 8 2 5 7:30 AM 13 13 5 9 7:45 AM 12 12 10 11 8:00 AM 18 18 9 14 8:15 AM 12 12 14 13 8:30 AM 24 24 12 18 8:45 AM 23 23 25 24 9:00 AM 23 23 19 21 9:15 AM 33 33 18 26 9:30 AM 24 24 24 24 9:45 AM 43 43 36 40 10:00 AM 30 30 35 33 10:15 AM 42 42 39 41 10:30 AM 40 40 44 42 10:45 AM 52 52 34 43 11:00 AM 40 40 48 44 11:15 AM 57 57 53 55 11:30 AM 72 72 43 58 11:45 AM 64 64 48 56 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 56 56 52 54 12:15 PM 51 51 67 59 12:30 PM 60 60 73 67 12:45 PM 57 57 91 74 1:00 PM 54 54 99 77 1:15 PM 56 56 73 65 1:30 PM 60 60 78 69 1:45 PM 50 50 60 55 2:00 PM 44 44 64 54 2:15 PM 43 43 64 54 2:30 PM 47 47 73 60 2:45 PM 50 50 92 71 3:00 PM 52 52 88 70 3:15 PM 51 51 130 91 3:30 PM 75 75 93 84 3:45 PM 79 79 80 80 4:00 PM 54 54 86 70 4:15 PM 72 72 72 72 4:30 PM 63 63 67 65 4:45 PM 46 46 56 51 5:00 PM 44 44 62 53 5:15 PM 44 44 58 51 5:30 PM 48 48 54 51 5:45 PM 68 68 67 68 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 65 65 92 79 6:15 PM 68 68 96 82 6:30 PM 73 73 108 91 6:45 PM 65 65 90 78 7:00 PM 58 58 102 80 7:15 PM 50 50 83 67 7:30 PM 49 49 59 54 7:45 PM 62 62 51 57 8:00 PM 40 40 44 42 8:15 PM 35 35 41 38 8:30 PM 24 24 41 33 8:45 PM 31 31 30 31 9:00 PM 24 24 41 33 9:15 PM 39 39 39 39 9:30 PM 50 50 57 54 9:45 PM 86 86 88 87 10:00 PM 36 36 56 46 10:15 PM 19 19 24 22 10:30 PM 29 29 34 32 10:45 PM 26 26 20 23 11:00 PM 10 10 11 11 11:15 PM 9 9 7 8 11:30 PM 18 18 14 16 11:45 PM 5 5 9 7 Day Total 3000 3000 3629 3332 % Weekday Average 100.0% % Week Average 90.0% 90.0% 108.9% AM Peak 11:30 AM 11:30 AM 11:15 AM 11:30 AM Volume 72 72 53 58 PM Peak 9:45 PM 9:45 PM 3:15 PM 3:15 PM Volume 86 86 130 91 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 20 20 12:15 AM 13 13 12:30 AM 7 7 12:45 AM 2 2 1:00 AM 2 2 1:15 AM 0 0 1:30 AM 0 0 1:45 AM 0 0 2:00 AM 0 0 2:15 AM 1 1 2:30 AM 0 0 2:45 AM 3 3 3:00 AM 0 0 3:15 AM 0 0 3:30 AM 0 0 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 2 2 4:45 AM 1 1 5:00 AM 0 0 5:15 AM 1 1 5:30 AM 2 2 5:45 AM 6 6 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 3 3 6:15 AM 1 1 6:30 AM 6 6 6:45 AM 3 3 7:00 AM 2 2 7:15 AM 2 2 7:30 AM 5 5 7:45 AM 10 10 8:00 AM 9 9 8:15 AM 14 14 8:30 AM 12 12 8:45 AM 25 25 9:00 AM 19 19 9:15 AM 18 18 9:30 AM 24 24 9:45 AM 36 36 10:00 AM 35 35 10:15 AM 39 39 10:30 AM 44 44 10:45 AM 34 34 11:00 AM 48 48 11:15 AM 53 53 11:30 AM 43 43 11:45 AM 48 48 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 52 52 12:15 PM 67 67 12:30 PM 73 73 12:45 PM 91 91 1:00 PM 99 99 1:15 PM 73 73 1:30 PM 78 78 1:45 PM 60 60 2:00 PM 64 64 2:15 PM 64 64 2:30 PM 73 73 2:45 PM 92 92 3:00 PM 88 88 3:15 PM 130 130 3:30 PM 93 93 3:45 PM 80 80 4:00 PM 86 86 4:15 PM 72 72 4:30 PM 67 67 4:45 PM 56 56 5:00 PM 62 62 5:15 PM 58 58 5:30 PM 54 54 5:45 PM 67 67 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct Dr E of Rudolph QC JOB #: 14821403 SPECIFIC LOCATION: Northbrook Ct Dr E of Rudolph DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 92 92 6:15 PM 96 96 6:30 PM 108 108 6:45 PM 90 90 7:00 PM 102 102 7:15 PM 83 83 7:30 PM 59 59 7:45 PM 51 51 8:00 PM 44 44 8:15 PM 41 41 8:30 PM 41 41 8:45 PM 30 30 9:00 PM 41 41 9:15 PM 39 39 9:30 PM 57 57 9:45 PM 88 88 10:00 PM 56 56 10:15 PM 24 24 10:30 PM 34 34 10:45 PM 20 20 11:00 PM 11 11 11:15 PM 7 7 11:30 PM 14 14 11:45 PM 9 9 Day Total 3629 3629 % Weekday Average % Week Average 100.0% AM Peak 11:15 AM 11:15 AM Volume 53 53 PM Peak 3:15 PM 3:15 PM Volume 130 130 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net)

Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX A4

EXISTING TRAFFIC COUNTS

TUBE COUNTS

RING ROAD EAST

Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 1 1 0 1 12:15 AM 0 0 1 1 12:30 AM 2 2 1 2 12:45 AM 0 0 0 0 1:00 AM 2 2 2 2 1:15 AM 0 0 3 2 1:30 AM 1 1 0 1 1:45 AM 1 1 0 1 2:00 AM 0 0 0 0 2:15 AM 0 0 0 0 2:30 AM 0 0 0 0 2:45 AM 0 0 2 1 3:00 AM 0 0 0 0 3:15 AM 0 0 1 1 3:30 AM 1 1 1 1 3:45 AM 0 0 0 0 4:00 AM 0 0 0 0 4:15 AM 0 0 0 0 4:30 AM 0 0 0 0 4:45 AM 0 0 0 0 5:00 AM 0 0 0 0 5:15 AM 0 0 1 1 5:30 AM 1 1 4 3 5:45 AM 1 1 1 1 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 2 2 2 2 6:15 AM 4 4 1 3 6:30 AM 6 6 0 3 6:45 AM 5 5 2 4 7:00 AM 5 5 1 3 7:15 AM 2 2 0 1 7:30 AM 7 7 4 6 7:45 AM 10 10 10 10 8:00 AM 10 10 4 7 8:15 AM 11 11 5 8 8:30 AM 14 14 7 11 8:45 AM 18 18 16 17 9:00 AM 13 13 13 13 9:15 AM 12 12 10 11 9:30 AM 8 8 12 10 9:45 AM 15 15 20 18 10:00 AM 17 17 20 19 10:15 AM 17 17 24 21 10:30 AM 23 23 34 29 10:45 AM 30 30 19 25 11:00 AM 31 31 13 22 11:15 AM 21 21 17 19 11:30 AM 22 22 21 22 11:45 AM 21 21 30 26 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 25 25 25 25 12:15 PM 28 28 27 28 12:30 PM 30 30 26 28 12:45 PM 35 35 38 37 1:00 PM 38 38 39 39 1:15 PM 26 26 22 24 1:30 PM 25 25 40 33 1:45 PM 27 27 33 30 2:00 PM 20 20 27 24 2:15 PM 21 21 31 26 2:30 PM 24 24 27 26 2:45 PM 23 23 35 29 3:00 PM 34 34 30 32 3:15 PM 29 29 35 32 3:30 PM 26 26 44 35 3:45 PM 33 33 38 36 4:00 PM 31 31 30 31 4:15 PM 26 26 33 30 4:30 PM 36 36 20 28 4:45 PM 22 22 25 24 5:00 PM 18 18 21 20 5:15 PM 22 22 24 23 5:30 PM 31 31 17 24 5:45 PM 29 29 36 33 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 30 30 63 47 6:15 PM 43 43 58 51 6:30 PM 31 31 39 35 6:45 PM 30 30 43 37 7:00 PM 40 40 37 39 7:15 PM 26 26 38 32 7:30 PM 23 23 25 24 7:45 PM 17 17 22 20 8:00 PM 13 13 13 13 8:15 PM 17 17 15 16 8:30 PM 14 14 14 14 8:45 PM 16 16 16 16 9:00 PM 16 16 15 16 9:15 PM 11 11 11 11 9:30 PM 25 25 13 19 9:45 PM 18 18 11 15 10:00 PM 9 9 15 12 10:15 PM 8 8 12 10 10:30 PM 5 5 7 6 10:45 PM 4 4 1 3 11:00 PM 4 4 4 4 11:15 PM 4 4 0 2 11:30 PM 2 2 2 2 11:45 PM 2 2 1 2 Day Total 1401 1401 1500 1471 % Weekday Average 100.0% % Week Average 95.2% 95.2% 102.0% AM Peak 11:00 AM 11:00 AM 10:30 AM 10:30 AM Volume 31 31 34 29 PM Peak 6:15 PM 6:15 PM 6:00 PM 6:15 PM Volume 43 43 63 51 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 0 0 12:15 AM 1 1 12:30 AM 1 1 12:45 AM 0 0 1:00 AM 2 2 1:15 AM 3 3 1:30 AM 0 0 1:45 AM 0 0 2:00 AM 0 0 2:15 AM 0 0 2:30 AM 0 0 2:45 AM 2 2 3:00 AM 0 0 3:15 AM 1 1 3:30 AM 1 1 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 0 0 4:45 AM 0 0 5:00 AM 0 0 5:15 AM 1 1 5:30 AM 4 4 5:45 AM 1 1 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 2 2 6:15 AM 1 1 6:30 AM 0 0 6:45 AM 2 2 7:00 AM 1 1 7:15 AM 0 0 7:30 AM 4 4 7:45 AM 10 10 8:00 AM 4 4 8:15 AM 5 5 8:30 AM 7 7 8:45 AM 16 16 9:00 AM 13 13 9:15 AM 10 10 9:30 AM 12 12 9:45 AM 20 20 10:00 AM 20 20 10:15 AM 24 24 10:30 AM 34 34 10:45 AM 19 19 11:00 AM 13 13 11:15 AM 17 17 11:30 AM 21 21 11:45 AM 30 30 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 25 25 12:15 PM 27 27 12:30 PM 26 26 12:45 PM 38 38 1:00 PM 39 39 1:15 PM 22 22 1:30 PM 40 40 1:45 PM 33 33 2:00 PM 27 27 2:15 PM 31 31 2:30 PM 27 27 2:45 PM 35 35 3:00 PM 30 30 3:15 PM 35 35 3:30 PM 44 44 3:45 PM 38 38 4:00 PM 30 30 4:15 PM 33 33 4:30 PM 20 20 4:45 PM 25 25 5:00 PM 21 21 5:15 PM 24 24 5:30 PM 17 17 5:45 PM 36 36 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 63 63 6:15 PM 58 58 6:30 PM 39 39 6:45 PM 43 43 7:00 PM 37 37 7:15 PM 38 38 7:30 PM 25 25 7:45 PM 22 22 8:00 PM 13 13 8:15 PM 15 15 8:30 PM 14 14 8:45 PM 16 16 9:00 PM 15 15 9:15 PM 11 11 9:30 PM 13 13 9:45 PM 11 11 10:00 PM 15 15 10:15 PM 12 12 10:30 PM 7 7 10:45 PM 1 1 11:00 PM 4 4 11:15 PM 0 0 11:30 PM 2 2 11:45 PM 1 1 Day Total 1500 1500 % Weekday Average % Week Average 100.0% AM Peak 10:30 AM 10:30 AM Volume 34 34 PM Peak 6:00 PM 6:00 PM Volume 63 63 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 1 1 21 11 12:15 AM 2 2 6 4 12:30 AM 2 2 7 5 12:45 AM 1 1 1 1 1:00 AM 0 0 0 0 1:15 AM 0 0 0 0 1:30 AM 0 0 0 0 1:45 AM 0 0 1 1 2:00 AM 0 0 0 0 2:15 AM 0 0 2 1 2:30 AM 0 0 0 0 2:45 AM 0 0 1 1 3:00 AM 1 1 0 1 3:15 AM 1 1 0 1 3:30 AM 0 0 0 0 3:45 AM 1 1 0 1 4:00 AM 0 0 0 0 4:15 AM 1 1 0 1 4:30 AM 1 1 2 2 4:45 AM 1 1 0 1 5:00 AM 0 0 0 0 5:15 AM 0 0 1 1 5:30 AM 1 1 0 1 5:45 AM 6 6 4 5 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 1 1 1 1 6:15 AM 3 3 1 2 6:30 AM 3 3 5 4 6:45 AM 6 6 3 5 7:00 AM 5 5 1 3 7:15 AM 2 2 2 2 7:30 AM 6 6 2 4 7:45 AM 7 7 1 4 8:00 AM 9 9 4 7 8:15 AM 3 3 15 9 8:30 AM 12 12 4 8 8:45 AM 14 14 11 13 9:00 AM 10 10 6 8 9:15 AM 10 10 8 9 9:30 AM 9 9 4 7 9:45 AM 20 20 11 16 10:00 AM 11 11 12 12 10:15 AM 16 16 17 17 10:30 AM 17 17 15 16 10:45 AM 13 13 15 14 11:00 AM 15 15 9 12 11:15 AM 20 20 19 20 11:30 AM 24 24 14 19 11:45 AM 25 25 27 26 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 21 21 24 23 12:15 PM 21 21 19 20 12:30 PM 27 27 25 26 12:45 PM 28 28 17 23 1:00 PM 28 28 27 28 1:15 PM 18 18 28 23 1:30 PM 21 21 27 24 1:45 PM 14 14 14 14 2:00 PM 19 19 24 22 2:15 PM 26 26 32 29 2:30 PM 15 15 20 18 2:45 PM 14 14 19 17 3:00 PM 19 19 25 22 3:15 PM 28 28 39 34 3:30 PM 32 32 34 33 3:45 PM 20 20 33 27 4:00 PM 22 22 34 28 4:15 PM 20 20 18 19 4:30 PM 17 17 21 19 4:45 PM 16 16 17 17 5:00 PM 14 14 18 16 5:15 PM 17 17 14 16 5:30 PM 11 11 23 17 5:45 PM 15 15 24 20 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 23 23 34 29 6:15 PM 23 23 40 32 6:30 PM 19 19 38 29 6:45 PM 21 21 32 27 7:00 PM 25 25 42 34 7:15 PM 16 16 43 30 7:30 PM 26 26 21 24 7:45 PM 23 23 20 22 8:00 PM 24 24 13 19 8:15 PM 21 21 24 23 8:30 PM 11 11 13 12 8:45 PM 14 14 20 17 9:00 PM 12 12 13 13 9:15 PM 25 25 19 22 9:30 PM 20 20 26 23 9:45 PM 37 37 35 36 10:00 PM 22 22 25 24 10:15 PM 9 9 5 7 10:30 PM 4 4 15 10 10:45 PM 12 12 19 16 11:00 PM 2 2 3 3 11:15 PM 6 6 10 8 11:30 PM 17 17 9 13 11:45 PM 3 3 6 5 Day Total 1178 1178 1354 1289 % Weekday Average 100.0% % Week Average 91.4% 91.4% 105.0% AM Peak 11:45 AM 11:45 AM 11:45 AM 11:45 AM Volume 25 25 27 26 PM Peak 9:45 PM 9:45 PM 7:15 PM 9:45 PM Volume 37 37 43 36 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 21 21 12:15 AM 6 6 12:30 AM 7 7 12:45 AM 1 1 1:00 AM 0 0 1:15 AM 0 0 1:30 AM 0 0 1:45 AM 1 1 2:00 AM 0 0 2:15 AM 2 2 2:30 AM 0 0 2:45 AM 1 1 3:00 AM 0 0 3:15 AM 0 0 3:30 AM 0 0 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 2 2 4:45 AM 0 0 5:00 AM 0 0 5:15 AM 1 1 5:30 AM 0 0 5:45 AM 4 4 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 1 1 6:15 AM 1 1 6:30 AM 5 5 6:45 AM 3 3 7:00 AM 1 1 7:15 AM 2 2 7:30 AM 2 2 7:45 AM 1 1 8:00 AM 4 4 8:15 AM 15 15 8:30 AM 4 4 8:45 AM 11 11 9:00 AM 6 6 9:15 AM 8 8 9:30 AM 4 4 9:45 AM 11 11 10:00 AM 12 12 10:15 AM 17 17 10:30 AM 15 15 10:45 AM 15 15 11:00 AM 9 9 11:15 AM 19 19 11:30 AM 14 14 11:45 AM 27 27 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 24 24 12:15 PM 19 19 12:30 PM 25 25 12:45 PM 17 17 1:00 PM 27 27 1:15 PM 28 28 1:30 PM 27 27 1:45 PM 14 14 2:00 PM 24 24 2:15 PM 32 32 2:30 PM 20 20 2:45 PM 19 19 3:00 PM 25 25 3:15 PM 39 39 3:30 PM 34 34 3:45 PM 33 33 4:00 PM 34 34 4:15 PM 18 18 4:30 PM 21 21 4:45 PM 17 17 5:00 PM 18 18 5:15 PM 14 14 5:30 PM 23 23 5:45 PM 24 24 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 34 34 6:15 PM 40 40 6:30 PM 38 38 6:45 PM 32 32 7:00 PM 42 42 7:15 PM 43 43 7:30 PM 21 21 7:45 PM 20 20 8:00 PM 13 13 8:15 PM 24 24 8:30 PM 13 13 8:45 PM 20 20 9:00 PM 13 13 9:15 PM 19 19 9:30 PM 26 26 9:45 PM 35 35 10:00 PM 25 25 10:15 PM 5 5 10:30 PM 15 15 10:45 PM 19 19 11:00 PM 3 3 11:15 PM 10 10 11:30 PM 9 9 11:45 PM 6 6 Day Total 1354 1354 % Weekday Average % Week Average 100.0% AM Peak 11:45 AM 11:45 AM Volume 27 27 PM Peak 7:15 PM 7:15 PM Volume 43 43 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 1 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 AM 2 2 21 12 12:15 AM 2 2 7 5 12:30 AM 4 4 8 6 12:45 AM 1 1 1 1 1:00 AM 2 2 2 2 1:15 AM 0 0 3 2 1:30 AM 1 1 0 1 1:45 AM 1 1 1 1 2:00 AM 0 0 0 0 2:15 AM 0 0 2 1 2:30 AM 0 0 0 0 2:45 AM 0 0 3 2 3:00 AM 1 1 0 1 3:15 AM 1 1 1 1 3:30 AM 1 1 1 1 3:45 AM 1 1 0 1 4:00 AM 0 0 0 0 4:15 AM 1 1 0 1 4:30 AM 1 1 2 2 4:45 AM 1 1 0 1 5:00 AM 0 0 0 0 5:15 AM 0 0 2 1 5:30 AM 2 2 4 3 5:45 AM 7 7 5 6 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 2 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 AM 3 3 3 3 6:15 AM 7 7 2 5 6:30 AM 9 9 5 7 6:45 AM 11 11 5 8 7:00 AM 10 10 2 6 7:15 AM 4 4 2 3 7:30 AM 13 13 6 10 7:45 AM 17 17 11 14 8:00 AM 19 19 8 14 8:15 AM 14 14 20 17 8:30 AM 26 26 11 19 8:45 AM 32 32 27 30 9:00 AM 23 23 19 21 9:15 AM 22 22 18 20 9:30 AM 17 17 16 17 9:45 AM 35 35 31 33 10:00 AM 28 28 32 30 10:15 AM 33 33 41 37 10:30 AM 40 40 49 45 10:45 AM 43 43 34 39 11:00 AM 46 46 22 34 11:15 AM 41 41 36 39 11:30 AM 46 46 35 41 11:45 AM 46 46 57 52 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 3 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 12:00 PM 46 46 49 48 12:15 PM 49 49 46 48 12:30 PM 57 57 51 54 12:45 PM 63 63 55 59 1:00 PM 66 66 66 66 1:15 PM 44 44 50 47 1:30 PM 46 46 67 57 1:45 PM 41 41 47 44 2:00 PM 39 39 51 45 2:15 PM 47 47 63 55 2:30 PM 39 39 47 43 2:45 PM 37 37 54 46 3:00 PM 53 53 55 54 3:15 PM 57 57 74 66 3:30 PM 58 58 78 68 3:45 PM 53 53 71 62 4:00 PM 53 53 64 59 4:15 PM 46 46 51 49 4:30 PM 53 53 41 47 4:45 PM 38 38 42 40 5:00 PM 32 32 39 36 5:15 PM 39 39 38 39 5:30 PM 42 42 40 41 5:45 PM 44 44 60 52 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data Page 4 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 19 2018 - Oct 20 2018 Mon Tue Wed Thu Fri Average Weekday Sat Sun Average Week Average Week Profile Start Time 19-Oct-18 Hourly Traffic 20-Oct-18 Hourly Traffic 6:00 PM 53 53 97 75 6:15 PM 66 66 98 82 6:30 PM 50 50 77 64 6:45 PM 51 51 75 63 7:00 PM 65 65 79 72 7:15 PM 42 42 81 62 7:30 PM 49 49 46 48 7:45 PM 40 40 42 41 8:00 PM 37 37 26 32 8:15 PM 38 38 39 39 8:30 PM 25 25 27 26 8:45 PM 30 30 36 33 9:00 PM 28 28 28 28 9:15 PM 36 36 30 33 9:30 PM 45 45 39 42 9:45 PM 55 55 46 51 10:00 PM 31 31 40 36 10:15 PM 17 17 17 17 10:30 PM 9 9 22 16 10:45 PM 16 16 20 18 11:00 PM 6 6 7 7 11:15 PM 10 10 10 10 11:30 PM 19 19 11 15 11:45 PM 5 5 7 6 Day Total 2579 2579 2854 2736 % Weekday Average 100.0% % Week Average 94.3% 94.3% 104.3% AM Peak 11:00 AM 11:00 AM 11:45 AM 11:45 AM Volume 46 46 57 52 PM Peak 1:00 PM 1:00 PM 6:15 PM 6:15 PM Volume 66 66 98 82 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 5 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 AM 21 21 12:15 AM 7 7 12:30 AM 8 8 12:45 AM 1 1 1:00 AM 2 2 1:15 AM 3 3 1:30 AM 0 0 1:45 AM 1 1 2:00 AM 0 0 2:15 AM 2 2 2:30 AM 0 0 2:45 AM 3 3 3:00 AM 0 0 3:15 AM 1 1 3:30 AM 1 1 3:45 AM 0 0 4:00 AM 0 0 4:15 AM 0 0 4:30 AM 2 2 4:45 AM 0 0 5:00 AM 0 0 5:15 AM 2 2 5:30 AM 4 4 5:45 AM 5 5 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 6 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 AM 3 3 6:15 AM 2 2 6:30 AM 5 5 6:45 AM 5 5 7:00 AM 2 2 7:15 AM 2 2 7:30 AM 6 6 7:45 AM 11 11 8:00 AM 8 8 8:15 AM 20 20 8:30 AM 11 11 8:45 AM 27 27 9:00 AM 19 19 9:15 AM 18 18 9:30 AM 16 16 9:45 AM 31 31 10:00 AM 32 32 10:15 AM 41 41 10:30 AM 49 49 10:45 AM 34 34 11:00 AM 22 22 11:15 AM 36 36 11:30 AM 35 35 11:45 AM 57 57 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 7 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 12:00 PM 49 49 12:15 PM 46 46 12:30 PM 51 51 12:45 PM 55 55 1:00 PM 66 66 1:15 PM 50 50 1:30 PM 67 67 1:45 PM 47 47 2:00 PM 51 51 2:15 PM 63 63 2:30 PM 47 47 2:45 PM 54 54 3:00 PM 55 55 3:15 PM 74 74 3:30 PM 78 78 3:45 PM 71 71 4:00 PM 64 64 4:15 PM 51 51 4:30 PM 41 41 4:45 PM 42 42 5:00 PM 39 39 5:15 PM 38 38 5:30 PM 40 40 5:45 PM 60 60 Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Type of report: Tube Count - Volume Data SUMMARY - Tube Count - Volume Data (Weekend) Page 8 of 8 LOCATION: Northbrook Ct Dr SE QC JOB #: 14821404 SPECIFIC LOCATION: Northbrook Ct Dr SE DIRECTION: EB/WB CITY/STATE: Northbrook, IL DATE: Oct 20 2018 - Oct 20 2018 Sat Sun Average Weekend Average Weekend Start Time 20-Oct-18 Hourly Traffic Profile 6:00 PM 97 97 6:15 PM 98 98 6:30 PM 77 77 6:45 PM 75 75 7:00 PM 79 79 7:15 PM 81 81 7:30 PM 46 46 7:45 PM 42 42 8:00 PM 26 26 8:15 PM 39 39 8:30 PM 27 27 8:45 PM 36 36 9:00 PM 28 28 9:15 PM 30 30 9:30 PM 39 39 9:45 PM 46 46 10:00 PM 40 40 10:15 PM 17 17 10:30 PM 22 22 10:45 PM 20 20 11:00 PM 7 7 11:15 PM 10 10 11:30 PM 11 11 11:45 PM 7 7 Day Total 2854 2854 % Weekday Average % Week Average 100.0% AM Peak 11:45 AM 11:45 AM Volume 57 57 PM Peak 6:15 PM 6:15 PM Volume 98 98 Comments:

Report generated on 10/30/2018 6:30 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX B

INTERNAL CAPTURE WORKSHEETS

NCHRP 684 Internal Trip Capture Estimation Tool Project Name:Northbrook Court Redevelopment Organization: V3 Co. Project Location:Westside of Northbrook Court Mall Performed By: CAS Scenario Description:TIA Date: 11/9/2018 Analysis Year:2024 Checked By: PR Analysis Period:AM Street Peak Hour Date: 11/13/2018

Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Development Data (For Information Only ) Estimated Vehicle-Trips3 Land Use ITE LUCs1 Quantity Units Total Entering Exiting Office - SF 0 0 0 Retail 850 70,250 SF 268 161 107 Restaurant 932 39,830 SF 0 0 0 Cinema/Entertainment - SF 0 0 0 Residential 221 315 Units 105 27 78 Hotel - Units 0 0 0 All Other Land Uses2 - N/A 0 0 0 373 188 185

Table 2-A: Mode Split and Vehicle Occupancy Estimates Entering Trips Exiting Trips Land Use Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment 1.00 0% 0% 1.00 0% 0% Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0%

Table 3-A: Average Land Use Interchange Distances (Feet Walking Distance) Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel

Table 4-A: Internal Person-Trip Origin-Destination Matrix* Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office 0 00 0 0 Retail 0 00 1 0 Restaurant 0 00 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 1 00 0 Hotel 00 00 0

Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Land Use Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 373 188 185 Office N/A N/A Internal Capture Percentage 1% 1% 1% Retail 1% 1% Restaurant N/A N/A External Vehicle-Trips5 369 186 183 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 4% 1% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A

1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Project Name: Northbrook Court Redevelopment Analysis Period: AM Street Peak Hour

Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (D): Entering Trips Table 7-A (O): Exiting Trips Land Use Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0 Retail 1.00 161 161 1.00 107 107 Restaurant 1.00 0 0 1.00 0 0 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 27 27 1.00 78 78 Hotel 1.00 0 0 1.00 0 0

Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office 0 00 0 0 Retail 31 140 15 0 Restaurant 0 00 0 0 Cinema/Entertainment 0 0 0 0 0 Residential 2 1 160 0 Hotel 00 00 0

Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office 52 00 0 0 Retail 0 00 1 0 Restaurant 0 130 1 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 27 00 0 Hotel 06 00 0

Table 9-A (D): Internal and External Trips Summary (Entering Trips) Person-Trip Estimates External Trips by Mode* Destination Land Use Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 1 160 161 160 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 1 26 27 26 0 0 Hotel 00 0 0 0 0 All Other Land Uses3 000 0 0 0

Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Person-Trip Estimates External Trips by Mode* Origin Land Use Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 1 106 107 106 0 0 Restaurant 0 0 0 0 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 1 77 78 77 0 0 Hotel 00 0 0 0 0 All Other Land Uses3 000 0 0 0

1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 2Person-Trips 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number. NCHRP 684 Internal Trip Capture Estimation Tool Project Name:Northbrook Court Redevelopment Organization: V3 Co. Project Location:Westside of Northbrook Court Mall Performed By: CAS Scenario Description:TIA Date: 11/9/2018 Analysis Year:2024 Checked By: PR Analysis Period:PM Street Peak Hour Date: 11/13/2018

Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Development Data (For Information Only ) Estimated Vehicle-Trips3 Land Use ITE LUCs1 Quantity Units Total Entering Exiting Office - SF 0 0 0 Retail 850 70,250 SF 601 307 294 Restaurant 932 39,830 SF 389 241 148 Cinema/Entertainment - 0 0 0 Residential 221 315 Units 133 81 52 Hotel - 0 0 0 All Other Land Uses2 - 0 0 0 1,123 629 494

Table 2-P: Mode Split and Vehicle Occupancy Estimates Entering Trips Exiting Trips Land Use Veh. Occ.4 % Transit % Non-Motorized Veh. Occ.4 % Transit % Non-Motorized Office 1.00 0% 0% 1.00 0% 0% Retail 1.00 0% 0% 1.00 0% 0% Restaurant 1.00 0% 0% 1.00 0% 0% Cinema/Entertainment 1.00 0% 0% 1.00 0% 0% Residential 1.00 0% 0% 1.00 0% 0% Hotel 1.00 0% 0% 1.00 0% 0% All Other Land Uses2 1.00 0% 0% 1.00 0% 0%

Table 3-P: Average Land Use Interchange Distances (Feet Walking Distance) Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office Retail Restaurant Cinema/Entertainment Residential Hotel

Table 4-P: Internal Person-Trip Origin-Destination Matrix* Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office 0 00 0 0 Retail 0 700 37 0 Restaurant 0 610 13 0 Cinema/Entertainment 0 0 0 0 0 Residential 0 22 110 0 Hotel 00 00 0

Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Land Use Total Entering Exiting Land Use Entering Trips Exiting Trips All Person-Trips 1,123 629 494 Office N/A N/A Internal Capture Percentage 38% 34% 43% Retail 27% 36% Restaurant 34% 50% External Vehicle-Trips5 695 415 280 Cinema/Entertainment N/A N/A External Transit-Trips6 0 0 0 Residential 62% 63% External Non-Motorized Trips6 0 0 0 Hotel N/A N/A

1Land Use Codes (LUCs) from Trip Generation Manual , published by the Institute of Transportation Engineers. 2Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made 5Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 6Person-Trips *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 2013.1 Project Name: Northbrook Court Redevelopment Analysis Period: PM Street Peak Hour

Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Land Use Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office 1.00 0 0 1.00 0 0 Retail 1.00 307 307 1.00 294 294 Restaurant 1.00 241 241 1.00 148 148 Cinema/Entertainment 1.00 0 0 1.00 0 0 Residential 1.00 81 81 1.00 52 52 Hotel 1.00 0 0 1.00 0 0

Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office 000 0 0 Retail 6 8512 76 15 Restaurant 4 6112 27 10 Cinema/Entertainment 0 0 0 0 0 Residential 2 22 110 2 Hotel 0 0 00 0

Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Destination (To) Origin (From) Office Retail RestaurantCinema/Entertainment Residential Hotel Office 25 50 3 0 Retail 0 700 37 0 Restaurant 0 1540 13 0 Cinema/Entertainment 0 12 7 3 0 Residential 0 31 340 0 Hotel 0 6 120 0

Table 9-P (D): Internal and External Trips Summary (Entering Trips) Person-Trip Estimates External Trips by Mode* Destination Land Use Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 83 224 307 224 0 0 Restaurant 81 160 241 160 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 50 31 81 31 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 000 0 0 0

Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Person-Trip Estimates External Trips by Mode* Origin Land Use Internal External Total Vehicles1 Transit2 Non-Motorized2 Office 0 0 0 0 0 0 Retail 107 187 294 187 0 0 Restaurant 74 74 148 74 0 0 Cinema/Entertainment 0 0 0 0 0 0 Residential 33 19 52 19 0 0 Hotel 0 0 0 0 0 0 All Other Land Uses3 000 0 0 0

1Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P 2Person-Trips 3Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number. Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX C

CAPACITY ANALYSIS WORKSHEETS EXISTING

Existing (2018) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1691 111 18 1431 41 10 Future Volume (vph) 1691 111 18 1431 41 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 Storage Lanes 0 1 2 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 0.95 0.97 1.00 Frt 0.991 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 5040 0 1770 3539 3433 1583 Flt Permitted 0.058 0.950 Satd. Flow (perm) 5040 0 108 3539 3433 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 16 11 Link Speed (mph) 40 40 20 Link Distance (ft) 869 1092 356 Travel Time (s) 14.8 18.6 12.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 1780 117 19 1506 43 11 Shared Lane Traffic (%) Lane Group Flow (vph) 1897 0 19 1506 43 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Protpm+ov Protected Phases 2 1 6 8 1 Permitted Phases 6 8

11/12/2018 Synchro 9 Report V3 Co. Page 1 Existing (2018) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM

Lane Group EBT EBR WBL WBT NBL NBR Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 10.5 24.0 24.0 10.5 Total Split (s) 81.0 12.0 93.0 27.0 12.0 Total Split (%) 67.5% 10.0% 77.5% 22.5% 10.0% Maximum Green (s) 75.0 8.5 87.0 21.0 8.5 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 All-Red Time (s) 1.5 0.0 1.5 1.5 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 3.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max None Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 65.3 73.7 71.2 36.8 48.8 Actuated g/C Ratio 0.54 0.61 0.59 0.31 0.41 v/c Ratio 0.69 0.13 0.72 0.04 0.02 Control Delay 20.9 8.1 19.0 34.7 13.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 20.9 8.1 19.0 34.7 13.8 LOS C ABCB Approach Delay 20.9 18.8 30.4 Approach LOS C B C 90th %ile Green (s) 73.2 6.6 83.3 24.7 6.6 90th %ile Term Code Gap Gap Hold Coord Gap 70th %ile Green (s) 68.7 6.4 78.6 29.4 6.4 70th %ile Term Code Gap Gap Hold Coord Gap 50th %ile Green (s) 64.9 6.1 74.5 33.5 6.1 50th %ile Term Code Gap Gap Hold Coord Gap 30th %ile Green (s) 63.5 0.0 63.5 44.5 0.0 30th %ile Term Code Hold Skip Gap Coord Skip 10th %ile Green (s) 56.2 0.0 56.2 51.8 0.0 10th %ile Term Code Hold Skip Gap Coord Skip Queue Length 50th (ft) 376 5 378 12 0 Queue Length 95th (ft) 358 11 354 30 14 Internal Link Dist (ft) 789 1012 276 Turn Bay Length (ft) 220 Base Capacity (vph) 3156 184 2565 1052 682 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.10 0.59 0.04 0.02 Intersection Summary Area Type: Other

11/12/2018 Synchro 9 Report V3 Co. Page 2 Existing (2018) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4: and 8:NBL, Start of Green Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 20.1 Intersection LOS: C Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period (min) 15

Splits and Phases: 1: Northbrook Court West & Lake Cook Rd

11/12/2018 Synchro 9 Report V3 Co. Page 3 Existing (2018) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1484 262 28 1929 230 27 Future Volume (vph) 1484 262 28 1929 230 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 Storage Lanes 0 1 2 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 0.95 0.97 1.00 Frt 0.977 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 4968 0 1770 3539 3433 1583 Flt Permitted 0.084 0.950 Satd. Flow (perm) 4968 0 156 3539 3433 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 58 28 Link Speed (mph) 40 40 20 Link Distance (ft) 869 1092 356 Travel Time (s) 14.8 18.6 12.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 1562 276 29 2031 242 28 Shared Lane Traffic (%) Lane Group Flow (vph) 1838 0 29 2031 242 28 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Protpm+ov Protected Phases 2 1 6 8 1 Permitted Phases 6 8

11/12/2018 Synchro 9 Report V3 Co. Page 1 Existing (2018) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM

Lane Group EBT EBR WBL WBT NBL NBR Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 10.5 24.0 24.0 10.5 Total Split (s) 83.0 11.0 94.0 26.0 11.0 Total Split (%) 69.2% 9.2% 78.3% 21.7% 9.2% Maximum Green (s) 77.0 7.5 88.0 20.0 7.5 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 All-Red Time (s) 1.5 0.0 1.5 1.5 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 3.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max None Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 79.7 90.0 87.5 20.5 32.6 Actuated g/C Ratio 0.66 0.75 0.73 0.17 0.27 v/c Ratio 0.55 0.15 0.79 0.41 0.06 Control Delay 11.3 5.2 13.1 47.1 11.6 Queue Delay 0.0 0.0 0.1 0.0 0.0 Total Delay 11.3 5.2 13.2 47.1 11.6 LOS B ABDB Approach Delay 11.3 13.1 43.4 Approach LOS B B D 90th %ile Green (s) 77.9 6.6 88.0 20.0 6.6 90th %ile Term Code Hold Gap Max Coord Gap 70th %ile Green (s) 78.2 6.3 88.0 20.0 6.3 70th %ile Term Code Hold Gap Max Coord Gap 50th %ile Green (s) 78.3 6.2 88.0 20.0 6.2 50th %ile Term Code Hold Gap Max Coord Gap 30th %ile Green (s) 78.6 5.9 88.0 20.0 5.9 30th %ile Term Code Hold Gap Max Coord Gap 10th %ile Green (s) 85.7 0.0 85.7 22.3 0.0 10th %ile Term Code Hold Skip Gap Coord Skip Queue Length 50th (ft) 255 5 453 87 0 Queue Length 95th (ft) 297 12 548 128 23 Internal Link Dist (ft) 789 1012 276 Turn Bay Length (ft) 220 Base Capacity (vph) 3320 217 2595 585 468 Starvation Cap Reductn 0 0 77 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.55 0.13 0.81 0.41 0.06 Intersection Summary Area Type: Other

11/12/2018 Synchro 9 Report V3 Co. Page 2 Existing (2018) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4: and 8:NBL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.79 Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 69.9% ICU Level of Service C Analysis Period (min) 15

Splits and Phases: 1: Northbrook Court West & Lake Cook Rd

11/12/2018 Synchro 9 Report V3 Co. Page 3 Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX D

CAPACITY ANALYSIS WORKSHEETS BACKGROUND

Background (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1853 111 18 1568 41 10 Future Volume (vph) 1853 111 18 1568 41 10 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 Storage Lanes 0 1 2 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 0.95 0.97 1.00 Frt 0.992 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 5045 0 1770 3539 3433 1583 Flt Permitted 0.054 0.950 Satd. Flow (perm) 5045 0 101 3539 3433 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 15 11 Link Speed (mph) 40 40 20 Link Distance (ft) 869 1092 356 Travel Time (s) 14.8 18.6 12.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 1951 117 19 1651 43 11 Shared Lane Traffic (%) Lane Group Flow (vph) 2068 0 19 1651 43 11 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Protpm+ov Protected Phases 2 1 6 8 1 Permitted Phases 6 8

01/22/2019 Synchro 9 Report V3 Co. Page 1 Background (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM

Lane Group EBT EBR WBL WBT NBL NBR Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 10.5 24.0 24.0 10.5 Total Split (s) 81.0 12.0 93.0 27.0 12.0 Total Split (%) 67.5% 10.0% 77.5% 22.5% 10.0% Maximum Green (s) 75.0 8.5 87.0 21.0 8.5 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 All-Red Time (s) 1.5 0.0 1.5 1.5 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 3.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max None Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 70.2 78.5 76.0 32.0 43.9 Actuated g/C Ratio 0.58 0.65 0.63 0.27 0.37 v/c Ratio 0.70 0.13 0.74 0.05 0.02 Control Delay 18.5 6.8 16.9 38.0 15.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 18.5 6.8 16.9 38.0 15.2 LOS B ABDB Approach Delay 18.5 16.8 33.4 Approach LOS B B C 90th %ile Green (s) 77.2 6.3 87.0 21.0 6.3 90th %ile Term Code Max Gap Hold Coord Gap 70th %ile Green (s) 73.1 6.2 82.8 25.2 6.2 70th %ile Term Code Gap Gap Hold Coord Gap 50th %ile Green (s) 70.1 6.0 79.6 28.4 6.0 50th %ile Term Code Gap Gap Hold Coord Gap 30th %ile Green (s) 68.5 0.0 68.5 39.5 0.0 30th %ile Term Code Hold Skip Gap Coord Skip 10th %ile Green (s) 62.2 0.0 62.2 45.8 0.0 10th %ile Term Code Hold Skip Gap Coord Skip Queue Length 50th (ft) 388 4 389 13 0 Queue Length 95th (ft) 371 9 367 31 15 Internal Link Dist (ft) 789 1012 276 Turn Bay Length (ft) 220 Base Capacity (vph) 3176 184 2565 914 619 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.65 0.10 0.64 0.05 0.02 Intersection Summary Area Type: Other

01/22/2019 Synchro 9 Report V3 Co. Page 2 Background (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4: and 8:NBL, Start of Green Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.74 Intersection Signal Delay: 18.0 Intersection LOS: B Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15

Splits and Phases: 1: Northbrook Court West & Lake Cook Rd

01/22/2019 Synchro 9 Report V3 Co. Page 3 Background (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1626 262 28 2114 230 27 Future Volume (vph) 1626 262 28 2114 230 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 Storage Lanes 0 1 2 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 0.95 0.97 1.00 Frt 0.979 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 4979 0 1770 3539 3433 1583 Flt Permitted 0.068 0.950 Satd. Flow (perm) 4979 0 127 3539 3433 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 51 28 Link Speed (mph) 40 40 20 Link Distance (ft) 869 1092 356 Travel Time (s) 14.8 18.6 12.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 1712 276 29 2225 242 28 Shared Lane Traffic (%) Lane Group Flow (vph) 1988 0 29 2225 242 28 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Protpm+ov Protected Phases 2 1 6 8 1 Permitted Phases 6 8

01/22/2019 Synchro 9 Report V3 Co. Page 1 Background (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM

Lane Group EBT EBR WBL WBT NBL NBR Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 10.5 24.0 24.0 10.5 Total Split (s) 83.0 11.0 94.0 26.0 11.0 Total Split (%) 69.2% 9.2% 78.3% 21.7% 9.2% Maximum Green (s) 77.0 7.5 88.0 20.0 7.5 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 All-Red Time (s) 1.5 0.0 1.5 1.5 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 3.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max None Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 80.3 90.5 88.0 20.0 32.0 Actuated g/C Ratio 0.67 0.75 0.73 0.17 0.27 v/c Ratio 0.59 0.16 0.86 0.42 0.06 Control Delay 11.8 5.7 16.0 47.4 11.6 Queue Delay 0.0 0.0 0.3 0.0 0.0 Total Delay 11.8 5.7 16.3 47.4 11.6 LOS B ABDB Approach Delay 11.8 16.1 43.7 Approach LOS B B D 90th %ile Green (s) 77.9 6.6 88.0 20.0 6.6 90th %ile Term Code Hold Gap Max Coord Gap 70th %ile Green (s) 78.3 6.2 88.0 20.0 6.2 70th %ile Term Code Hold Gap Max Coord Gap 50th %ile Green (s) 78.6 5.9 88.0 20.0 5.9 50th %ile Term Code Hold Gap Max Coord Gap 30th %ile Green (s) 78.7 5.8 88.0 20.0 5.8 30th %ile Term Code Hold Gap Max Coord Gap 10th %ile Green (s) 88.0 0.0 88.0 20.0 0.0 10th %ile Term Code Hold Skip Max Coord Skip Queue Length 50th (ft) 289 5 569 87 0 Queue Length 95th (ft) 338 12 696 128 23 Internal Link Dist (ft) 789 1012 276 Turn Bay Length (ft) 220 Base Capacity (vph) 3348 198 2595 572 462 Starvation Cap Reductn 0 0 66 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.59 0.15 0.88 0.42 0.06 Intersection Summary Area Type: Other

01/22/2019 Synchro 9 Report V3 Co. Page 2 Background (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4: and 8:NBL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 15.9 Intersection LOS: B Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 1: Northbrook Court West & Lake Cook Rd

01/22/2019 Synchro 9 Report V3 Co. Page 3 Traffic Impact Study – Northbrook Court Redevelopment 1515 Lake Cook Road, Northbrook, Illinois

APPENDIX E

CAPACITY ANALYSIS WORKSHEETS FUTURE WITH PROJECT

Future with Project (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1853 203 65 1568 132 56 Future Volume (vph) 1853 203 65 1568 132 56 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 Storage Lanes 0 1 2 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 0.95 0.97 1.00 Frt 0.985 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 5009 0 1770 3539 3433 1583 Flt Permitted 0.054 0.950 Satd. Flow (perm) 5009 0 101 3539 3433 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 30 15 Link Speed (mph) 40 40 20 Link Distance (ft) 869 1092 356 Travel Time (s) 14.8 18.6 12.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 1951 214 68 1651 139 59 Shared Lane Traffic (%) Lane Group Flow (vph) 2165 0 68 1651 139 59 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Protpm+ov Protected Phases 2 1 6 8 1 Permitted Phases 6 8

01/22/2019 Synchro 9 Report V3 Co. Page 1 Future with Project (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM

Lane Group EBT EBR WBL WBT NBL NBR Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 10.5 24.0 24.0 10.5 Total Split (s) 81.0 12.0 93.0 27.0 12.0 Total Split (%) 67.5% 10.0% 77.5% 22.5% 10.0% Maximum Green (s) 75.0 8.5 87.0 21.0 8.5 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 All-Red Time (s) 1.5 0.0 1.5 1.5 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 3.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max None Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 70.9 82.1 79.6 28.4 41.4 Actuated g/C Ratio 0.59 0.68 0.66 0.24 0.34 v/c Ratio 0.73 0.41 0.70 0.17 0.11 Control Delay 18.8 16.0 14.0 40.0 24.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 18.8 16.0 14.0 40.0 24.1 LOS B BBDC Approach Delay 18.8 14.1 35.2 Approach LOS B B D 90th %ile Green (s) 75.0 8.5 87.0 21.0 8.5 90th %ile Term Code Max Max Hold Coord Max 70th %ile Green (s) 74.7 7.3 85.5 22.5 7.3 70th %ile Term Code Gap Gap Hold Coord Gap 50th %ile Green (s) 72.5 7.1 83.1 24.9 7.1 50th %ile Term Code Gap Gap Hold Coord Gap 30th %ile Green (s) 69.2 6.7 79.4 28.6 6.7 30th %ile Term Code Gap Gap Hold Coord Gap 10th %ile Green (s) 63.2 0.0 63.2 44.8 0.0 10th %ile Term Code Gap Skip Hold Coord Skip Queue Length 50th (ft) 396 14 338 46 24 Queue Length 95th (ft) 424 40 354 78 58 Internal Link Dist (ft) 789 1012 276 Turn Bay Length (ft) 220 Base Capacity (vph) 3141 187 2565 811 574 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.69 0.36 0.64 0.17 0.10 Intersection Summary Area Type: Other

01/22/2019 Synchro 9 Report V3 Co. Page 2 Future with Project (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: AM Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4: and 8:NBL, Start of Green Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15

Splits and Phases: 1: Northbrook Court West & Lake Cook Rd

01/22/2019 Synchro 9 Report V3 Co. Page 3 Future with Project (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM

Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph) 1626 383 89 2114 284 54 Future Volume (vph) 1626 383 89 2114 284 54 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Storage Length (ft) 0 220 0 0 Storage Lanes 0 1 2 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 0.95 0.97 1.00 Frt 0.971 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 4938 0 1770 3539 3433 1583 Flt Permitted 0.053 0.950 Satd. Flow (perm) 4938 0 99 3539 3433 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 91 29 Link Speed (mph) 40 40 20 Link Distance (ft) 869 1092 356 Travel Time (s) 14.8 18.6 12.1 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 1712 403 94 2225 299 57 Shared Lane Traffic (%) Lane Group Flow (vph) 2115 0 94 2225 299 57 Enter Blocked Intersection No No No No No No Lane Alignment Left Right Left Left Left Right Median Width(ft) 12 12 24 Link Offset(ft) 0 0 0 Crosswalk Width(ft) 16 16 16 Two way Left Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 Turning Speed (mph) 9 15 15 9 Number of Detectors 2 1 2 1 1 Detector Template Thru Left Thru Left Right Leading Detector (ft) 100 20 100 20 20 Trailing Detector (ft) 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 Detector 1 Size(ft) 6 20 6 20 20 Detector 1 Type Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Detector 1 Channel Detector 1 Extend (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue (s) 0.0 0.0 0.0 0.0 0.0 Detector 1 Delay (s) 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 Detector 2 Size(ft) 6 6 Detector 2 Type Cl+Ex Cl+Ex Detector 2 Channel Detector 2 Extend (s) 0.0 0.0 Turn Type NA pm+pt NA Protpm+ov Protected Phases 2 1 6 8 1 Permitted Phases 6 8

01/22/2019 Synchro 9 Report V3 Co. Page 1 Future with Project (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM

Lane Group EBT EBR WBL WBT NBL NBR Detector Phase 2 1 6 8 1 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 24.0 10.5 24.0 24.0 10.5 Total Split (s) 83.0 11.0 94.0 26.0 11.0 Total Split (%) 69.2% 9.2% 78.3% 21.7% 9.2% Maximum Green (s) 77.0 7.5 88.0 20.0 7.5 Yellow Time (s) 4.5 3.5 4.5 4.5 3.5 All-Red Time (s) 1.5 0.0 1.5 1.5 0.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 3.5 6.0 6.0 3.5 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None C-Max None Walk Time (s) 7.0 7.0 7.0 Flash Dont Walk (s) 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 Act Effct Green (s) 77.4 90.5 88.0 20.0 33.1 Actuated g/C Ratio 0.64 0.75 0.73 0.17 0.28 v/c Ratio 0.66 0.54 0.86 0.52 0.12 Control Delay 13.7 25.5 15.7 49.4 19.4 Queue Delay 0.0 0.0 0.3 0.0 0.0 Total Delay 13.7 25.5 16.0 49.4 19.4 LOS B CBDB Approach Delay 13.7 16.4 44.6 Approach LOS B B D 90th %ile Green (s) 77.0 7.5 88.0 20.0 7.5 90th %ile Term Code Max Max Max Coord Max 70th %ile Green (s) 77.0 7.5 88.0 20.0 7.5 70th %ile Term Code Hold Max Max Coord Max 50th %ile Green (s) 77.4 7.1 88.0 20.0 7.1 50th %ile Term Code Hold Gap Max Coord Gap 30th %ile Green (s) 77.5 7.0 88.0 20.0 7.0 30th %ile Term Code Hold Gap Max Coord Gap 10th %ile Green (s) 78.2 6.3 88.0 20.0 6.3 10th %ile Term Code Hold Gap Max Coord Gap Queue Length 50th (ft) 327 16 570 110 16 Queue Length 95th (ft) 378 71 695 156 50 Internal Link Dist (ft) 789 1012 276 Turn Bay Length (ft) 220 Base Capacity (vph) 3218 179 2595 572 462 Starvation Cap Reductn 0 0 59 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.66 0.53 0.88 0.52 0.12 Intersection Summary Area Type: Other

01/22/2019 Synchro 9 Report V3 Co. Page 2 Future with Project (2024) 1: Northbrook Court West & Lake Cook Rd Timing Plan: PM Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 4: and 8:NBL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 17.3 Intersection LOS: B Intersection Capacity Utilization 76.5% ICU Level of Service D Analysis Period (min) 15

Splits and Phases: 1: Northbrook Court West & Lake Cook Rd

01/22/2019 Synchro 9 Report V3 Co. Page 3