Forest Glen Apartments Montgomery County, Maryland August 14, 2020

Traffic Impact Analysis

Prepared for: Montgomery Housing Partnership, Inc. Mr. Donald R. Hague 12200 Tech Road, Suite 250 Silver Spring, MD 20904

TABLE OF CONTENTS

 INTRODUCTION AND SUMMARY OF FINDINGS ...... 1

 EXISTING TRAFFIC CONDITIONS ...... 3

1 Site Location Map ...... 6 1A Site Plan ...... 7 2 Existing Lane Use ...... 8 3A Existing Peak Hour Traffic Volumes ...... 9 3B Updated Existing Peak Hour Traffic Volumes ...... 10 3C Existing Peak Hour Pedestrian Volumes ...... 11 4 Existing Pedestrian, Bicycle, and Transit Facilities ...... 12 4A Results of Pedestrian Crossing Timing Analysis ...... 13

 TOTAL TRAFFIC CONDITIONS ...... 14

5 Trip Generation for Subject Site ...... 16 6 Trip Assignment for Subject Site...... 17 7 Total Peak Hour Traffic Volumes ...... 18 8 Results of Intersection Capacity Analyses ...... 19 9 Results of Queuing Analysis ...... 20

 RESULTS, RECOMMENDATIONS, AND CONCLUSIONS ...... 21

APPENDICES

APPENDIX A – Intersection Turning Movement Counts, Bicycle and Pedestrian Counts, and Aerial Photos

APPENDIX B – Intersection Capacity Analysis Worksheets

APPENDIX C – Signal Timing

APPENDIX D – Public Transit Information and Bikeway Plan Map

APPENDIX E – Correspondence

Prepared by: Glenn E. Cook Ming‐Yu Chien, P.E., PTOE Qiang Tian, P.E., PTOE GC/JG:mlj/amr F:\2017\2017‐0722_Forest Glen ‐ MHP\DOCS\REPORTS\REV4\TIA.docx

CORPORATE OFFICE The Traffic Group, Inc. ® 9900 Franklin Square Drive, Suite H Traffic Engineers & Transportation Planners Baltimore, Maryland 21236 410‐931‐6600 Fax: 410‐931‐6601 1‐800‐583‐8411 Merging Innovation and Excellence® www.trafficgroup.com

INTRODUCTION AND SUMMARY OF FINDINGS

Study Purpose

This traffic impact analysis has been prepared for the Site Plan and redevelopment of the Forest Glen Apartments site located in the southwest quadrant of the Georgia Avenue (MD 97) and Belvedere Boulevard intersection in the Silver Spring area of Montgomery County MD. This property is currently developed with 72 Apartment Units which will be razed, and a new Apartment Building will be constructed consisting of 189 Apartment Units.

Study Criteria/Methodology

This traffic impact analysis has been prepared in accordance with the Local Area Transportation Review (LATR) requirements of the Maryland National Capital Park and Planning Commission (M‐NCPPC). A Scoping Agreement was prepared and approved by the Transportation Planning Staff. A copy of this agreement is contained in Appendix E of this report. This property is located in the Kensington/Wheaton Policy area, which is in an “Orange Area.” Based on the criteria as determined in the LATR Guidelines, the proposed development of this site requires that this study is required to address only vehicular adequacy. It should be noted that pedestrians and transit adequacy studies are not required based on the guidelines.

In an “Orange Area” intersection capacity analyses must be conducted using the Critical Lane Volume (CLV) Methodology and the Highway Capacity Manual (HCM) Methodology. The Congestion Standard in this area is 1600 for the CLV analysis and 80 seconds for the HCM analysis.

Scope of Services

The Scope of Services undertaken as part of this report was as follows:

 Field investigation to collect physical information concerning the nearby road system.

 Conduct intersection turning movement counts from 6:30–9:30 AM and 4–7 PM at five intersections in the vicinity of the subject site.

 Conduct an inventory of the existing pedestrian, transit, and bike facilities in the study area.

 Obtain information from M‐NCPPC relative to other approved development planned in the vicinity of the subject site.

 Conduct trip generation and trip distribution analysis for the other nearby developments.

 Conduct trip generation and trip distribution analysis for the subject property.

 Conduct intersection capacity analysis to determine existing and projected Level of Service at the study area intersections.

Results and Conclusions

The methodology used to undertake this analysis is contained in the following sections of this report.

EXISTING TRAFFIC CONDITIONS

Site Information

The subject property is located in the south west quadrant of the Georgia Avenue (MD 97) and Belvedere Boulevard intersection as shown on Exhibit 1. This property is presently developed with 72 apartment units with access to Belvedere Drive and to Georgia Avenue. Exhibit 1A is a copy of the conceptual Site Plan for the subject property.

Nearby Road Network

Georgia Avenue (MD 97) is a 6‐lane divided north‐south roadway to the north of the Forest Glen Road intersection. At the Forest Glen Road intersection, four lanes are provided in each direction along Georgia Avenue. The posted speed limit along Georgia Avenue is 35 mph. The intersections of Georgia Avenue at Forest Glen Road and at Dennis Avenue are presently signalized.

Dennis Avenue and Forest Glen Road are basically 4‐lane east‐west roadways in the vicinity of the subject site. The posted speed limit along each of these roadways is 30 mph. Belvedere Boulevard and Arthur Avenue are 2‐lane local roadways which provide access to the subject site. Exhibit 2 shows the existing lane use and the traffic controls at each of the study intersections.

Existing Traffic Volumes

Intersection turning movement counts were conducted at each of the following study area intersections in June 2018:

 Georgia Avenue and Dennis Avenue  Georgia Avenue and Belvedere Boulevard  Georgia Avenue and Arthur Avenue  Georgia Avenue and Forest Glen Road  Arthur Avenue and Belvedere Boulevard

The total vehicles observed during these counts are shown on the summary sheets contained in Appendix A. The existing peak hour volumes are shown on Exhibit 3A. Please note that Arthur Avenue will be realigned to intersect with Belvedere Boulevard opposite McKenney Avenue. It should be noted that traffic counts were not previously conducted for this intersection and cannot be taken now because of the Covid‐19 virus and the fact that schools are not in session. We therefore flowed the existing volumes along

Belvedere Boulevard between Georgia Avenue and Arthur Avenue to determine the turning movements for the McKenney Avenue intersection as shown on Exhibit 3B.

Due to the Covid‐19 virus pandemic, traffic counts cannot be conducted at intersections in Montgomery County at this time. According to the memorandum of the Montgomery County Planning Department dated April 30, 2020, existing counts collected between the past one to three years may be used if modified by a growth factor. A copy of the memo is contained in Appendix A. A review of the Maryland Department of Transportation State Highway Administration (MDOT SHA) 10‐year historic traffic data along Georgia Avenue in the site vicinity indicates 1% annual growth and is applied to the 2018 counts for two years. The updated existing traffic volumes are shown on Exhibits 3B and 3C.

Existing Pedestrian Facilities

Pedestrian counts were conducted during the same time period that the turning movement counts were conducted. The total pedestrians observed are shown on the count sheets contained in Appendix A. The existing peak hour pedestrian volumes are shown on Exhibit 3C.

Exhibit 4 was prepared to show the location of existing sidewalk and the location of ADA pedestrian ramps in the immediate study area. In addition, on Exhibit 3C, it is noted that pedestrian countdown signals and pushbuttons are provided at the Georgia Avenue and Forest Glen intersection for crossing all four approaches. Crossings are provided at the Georgia Avenue and Dennis Avenue intersection for crossing all approaches with the exception of the southern leg crossing Georgia Avenue. The calculations for the pedestrian crossing times are shown on Exhibit 4A.

Existing Transit Facilities

Shown on Exhibit 4 are the location of Bus Stops in the vicinity of the subject site. Stops are provided along northbound and southbound Georgia Avenue adjacent to the subject property. There are no Bus Shelters or benches at either stop.

These stops serve the Q1, Q2, Q4, Y2, Y7, and Y8 routes. Contained in Appendix D are the detailed route maps and schedules for each of the routes listed above.

Bike Facilities

There is currently a Shared Use Path located on the east side of Georgia Avenue opposite of Belvedere Boulevard. Based on the County’s Bicycle Master Plan, Shared Roadway Facilities are planned along Belvedere Boulevard on the west side of Georgia Avenue.

Shared Roadway Facilities are also planned along Georgia Avenue. A copy of an excerpt from the County’s Bicycle Master Plan is contained in Appendix D.

Analysis of Existing Traffic Conditions

Intersections capacity analysis were conducted for the study area intersections and the results are shown in Exhibit 8. Copies of capacity worksheets are contained in Appendix B to this report. Copies of the signal timing charts obtained from Montgomery Count DOT are contained in Appendix C.

A review of Exhibit 8 indicates that all the study area intersections are presently operating within the congestion standards established for the Kensington/Wheaton study area.

5 6

2205 BELVEDERE BLVD. BELVEDERE 2205

FAMILY DETACHED FAMILY

EX. ZONING: R-60 ZONING: EX.

EX. USE: SINGLE USE: EX.

LOT 13 BLOCK A BLOCK 13 LOT

L. 53877 F. 469 F. 53877 L.

EX. USE: SINGLE FAMILY DETACHED FAMILY SINGLE USE: EX. EX. USE: SINGLE FAMILY DETACHED FAMILY SINGLE USE: EX.

ARTHUR AVE

EX. USE: SINGLE FAMILY DETACHED FAMILY SINGLE USE: EX. 10004 MC KENNEY AVE. KENNEY MC 10004

50' ROW PER PLAT

EX. ZONING: R-60 ZONING: EX.

L. 52354 F. 179 F. 52354 L.

LOT 9 BLOCK A BLOCK 9 LOT

2203 BELVEDERE BLVD. BELVEDERE 2203

10000 MC KENNEY AVE. KENNEY MC 10000

EX. ZONING: R-60 ZONING: EX.

LOT 12 BLOCK A BLOCK 12 LOT

L. 35600 F. 337 F. 35600 L.

EX. ZONING: R-60 ZONING: EX.

LOT 11 BLOCK A BLOCK 11 LOT

L. 35445 F. 756 F. 35445 L.

RECONSTRUCT EX. RECONSTRUCT

(IF NECESSARY) (IF

SIDEWALK RAMP SIDEWALK

EX. USE: SINGLE FAMILY DETACHED FAMILY SINGLE USE: EX.

10000 MC KENNEY AVE. KENNEY MC 10000

EX. ZONING: R-60 ZONING: EX.

LOT 11 BLOCK A BLOCK 11 LOT L. 35445 F. 756 F. 35445 L.

MCKENNEY AVENUE MCKENNEY

60' ROW PER PLAT PER ROW 60'

36'

ARM GATE ARM 48.8

MB-1 EX52.0

EX47.2

36'

WATER

NEW

STORM DRAIN STORM

49.8 8

24' 348 50.1

52.4

RECONSTRUCT EX. RECONSTRUCT (IF NECESSARY) (IF 350 RAMP SIDEWALK

EX47.4

50.1

51.7

52.3 51.5

53.0 352

52.0

52.6

6 SEWER

20' 352

NEW

20'

MW-5

53.5 52.8 53.0 354 53.0

GARAGE ENTRY

52.5

54.0 50'

ASPHALT PAVING

TW56.5

EX. SIDEWALK TO SIDEWALK EX. BE REMOVED BE

50'

7 62.5 54.0 356 TW58.5

356

BELVEDERE BOULEVARD

37' 58.5

358

34' 60.5

100' ROW

EX. USE: MULTI-FAMILY USE: EX. (AMERICANA FINMARK) (AMERICANA

MAX. HEIGHT: 80' FOR 80' HEIGHT: MAX. 358

TW62.5 EX. ZONING: R-20 ZONING: EX. 59.0

20' 59.0

APARTMENTS

MW-2

P.NO.8430

EX. USE: MULTI-FAMILY USE: EX.

2105 BELVEDERE BLVD. BELVEDERE 2105

BLOCK A PT. PARCEL B PARCEL PT. A BLOCK

NO PARKING AREA PARKING NO

(50' MIN. FOR FIRE FOR MIN. (50'

59.7

59.5

64.0

TW64.5

EX. ZONING: R-10 ZONING: EX.

DEPT. ACCESS) DEPT. L. 05632 F. 209 F. 05632 L.

360 360

60.75

COURTYARD 1 5' 61.4 PUBLIC BENEFIT POINTS NET LOT AREA = 114,063 SF PROPOSED DEDICATIONS = 486 SF PRIOR DEDICATIONS = 41,844 SF MIN. PUBLIC OPEN SPACE MIN. REAR SETBACK MIN. SIDE SETBACK A.VHCEPRIGSAE LOE 278 90 (LONG TERM) MINIMUM BICYCLE PARKING SPACES REQUIRED 170 MAX. VEHICLE PARKING SPACES ALLOWED MIN. VEHICLE PARKING SPACES REQUIRED MIN. LOT SIZE MAX. HEIGHT MIN. FRONT SETBACK MAXIMUM TOTAL DENSITY (FAR) GROSS TRACT AREA = 156,393 SF

64.0 64.0

MAIN ENTRY

STORM DRAIN

CONC. SIDEWALK 50' 62.1

LOBBY

63.85

62.2 TC = 361.37' = TC 64.0

362

TW64.5

63.95

BHMP

62.4

62.3

63.85

62.8

DEPRESSED CURB DEPRESSED 64.0

362 CRTF-1.75 C-0.25 R-1.5 H-70 ZONE DEVELOPMENT STANDARDS MONTGOMERY COUNTY ZONING ORDINANCE SECTION 59-5.3 62.6

T 65.0

RACK (2) BICYCLE

64.25 20' T GARAGE ENTRY

63.7 TW69.0 10% 1.5 RESIDENTIAL 1.75 TOTAL ESTABLISHED BY SITE PLAN PERMITTED/REQUIRED 70 FT 50 POINTS / 3 CATEGORIES 0 FT 0 FT 0 FT 5 (SHORT TERM)

0.25 COMMERCIAL 64.3 364 CRTF-1.75 C-0.25 R-1.5 H-70 ZONE 8,9,10 8,9,12,13 4 1,2 1,2 1,2 (11,406 SF 1

189 PARKING SPACES

66.0 67.0

49' 64.2 NEW BUILDING 1 FIVE STORIES

(273,687 SF) 65.0 210,000 GSF 189 UNITS 16 LOADING AREA 8,9,14 8,9,14 1

)

BE REMOVED BE EX. SIDEWALK TO SIDEWALK EX. (3,8 F 1.5 RESIDENTIAL (234,589 SF) MAX. (234,589 SF) 1

(908S) 0 COMMERCIAL (39,098 SF)

67.0 68.0 5,6

366 3

11' TW71.5 11.1% (12,730 SF) 10 FT (BELVEDERE BLVD.) 1.5 TOTAL (234,589 SF) MAX. N/A PROVIDED PER PLAN 70 FT ?? SPACES ?? 90 POINTS / 1 CATEGORY 37 FT ?(LONG TERM) 8 SPACES (SHORT TERM) ?? 2.62 ACRES 20 FT (GEORGIA AVE.) ACCESSIBLE ROUTE COURTYARD 2 2 11,13 3 76.0 CONC. SIDEWALK 368 15

STORM DRAIN 68.5

70.0 7 7 2

69.0

69.3

71.0

69.5 69.4 69.6 69.4 FOOTNOTES: 1 16 15 14 13 by the site plan approval process under Section 7.3.4. Ultimate building design and placement to be determined at plan. 12 11 units provided is 189 of which min. 20% (38 units) will be MPDUs. 10 establishes uses under Section 5.3.3. Per 59-5.3.3.A.2, In the CRTF zones, only allowed in CRT zone are allowed. dedicated for open space. Per 59-4.5.4.B.1.c, Open space is public non-townhouse building types. 2 9 8 7 6 5 3 to satisfy any other benefit category under Section 4.5.4.A.2 and 4.6.4.A.2. fraction of 12 points. 20% MPDUs proposed. 7.5% x points = 90 Per 59-4.7.3.D.6.e a project that provides minimum does not have for the Euclidean zone that establishes uses under Section 5.3.3. Per 59-4.5.4.B.1.a, 3.01 to 6.00 acre tract with 2 ROW frontages, 10% of site required be 4 As approved by Local Map Amendment H-129. Per 59-5.3.5.B.2, [minimum] setbacks from the site boundary and maximum height are established by Floating Zone Plan. All other Per 59-6.2.4.B and within a Reduced Parking Area Per 59-5.3.5.D.1, Parking, recreation facilities, screening, and landscaping must be provided under Article 59-6 as required for the Euclidean zone that Per 59-4.7.3.D.6.a, 12 points are granted for every 1% of MPDUs greater than 12.5%. Any fraction increase in entitles the applicant to an equal Per 59-5.3.5.E.2.a, for CRTF Zone with tract size greater than 10,000 SF. Per 59-5.3.5.E.1.a Development above the greater of 1.0 FAR or 10,000 SF gross floor area in CRTF zone requires public benefits. 59-5.3.5.C Per 59-5.3.5.D.2.b If public benefits are required under Section 5.3.5.E, open space must be provided 4.5.4.B.1 (for optional method) as Per 59-5.3.5.D.2.b If 189 total parking provided includes the following: Based upon proposed lot area of 2.6185 acres (114,063 SF). Long term bicycle parking spaces to be provided within building. Per 59-6.2.4.C in Commercial/Residential zones. Information provided by architect Based on 189 total dwelling units broken down as follows: Per 59-6.2.3.I.2.b, The baseline parking minimum in the table under Section 6.2.4.B may be reduced by an adjustment factor of 0.50 for MPDUs. Total 70.4

1 Bedroom = 78 11 accessible spaces (including 5 van accessible) 148 garage parking spaces 3 Bedroom = 29 5 motorcycle spaces 2 Bedroom = 82 2 spaces ready to be converted a station for electric charging vehicles 2 car share spaces

370 40 total surface parking spaces

20'

6' MW-3

RESERVATION

SECONDARY WMATA ESMT 5' ENTRANCE

72.0 BIKESHARE L.5962 F.727

RACK (2) BICYCLE

TW74.0

72.8

AREA

53'x8'

72.6 372 72.45 20'

RECONSTRUCT EX. RECONSTRUCT 4' 74.0

SIDEWALK RAMP SIDEWALK (IF NECESSARY) (IF

76.0 6'

38' 73.68

NEW 6' CONC. SIDEWALK CONC. 6' NEW 6'

TW76.0 9117 PLAT SRC

ROW BASE LINE PER LINE BASE ROW 6' PLANTING STRIP PLANTING 6' 11' 74.0 55' BUS STOP EXISTING DEDICATION AREA (±486 SF) 73.82

72.7 73.2

11' 110' MASTER PLAN ROW PLAN MASTER 110'

11' VARIABLE WIDTH ROW WIDTH VARIABLE MD ROUTE 97 ROUTE MD

6' GEORGIA AVENUE GEORGIA 2'

EX 73.53

NEW LEFT NEW TURN LANE TURN

49'

EX 73.64 ROADWAY CL ROADWAY

9925 GEORGIA AVE. GEORGIA 9925

FAMILY DETACHED FAMILY

EX. ZONING: R-60 ZONING: EX.

EX. USE: SINGLE USE: EX.

L. 32324 F. 697 F. 32324 L. PARCEL P142 PARCEL GRAPHIC SCALE

9923 GEORGIA AVE. GEORGIA 9923 FAMILY DETACHED FAMILY

1 inch = 30 ft. EX. ZONING: R-60 ZONING: EX.

( IN FEET )

EX. USE: SINGLE USE: EX.

L. 17482 F. 092 F. 17482 L. LOT 6 BLOCK A BLOCK 6 LOT

9921 GEORGIA AVE. GEORGIA 9921

FAMILY DETACHED FAMILY

EX. ZONING: R-60 ZONING: EX.

EX. USE: SINGLE USE: EX.

L. 13821 F. 600 F. 13821 L. LOT 5 BLOCK A BLOCK 5 LOT

9919 GEORGIA AVE. GEORGIA 9919

FAMILY DETACHED FAMILY

EX. ZONING: R-60 ZONING: EX.

EX. USE: SINGLE USE: EX.

L. 16279 F. 145 F. 16279 L. LOT 4 BLOCK A BLOCK 4 LOT 60 11720 BELTSVILLE DRIVE 1909 K STREET, NW, 12TH FLOOR 1220 TECH ROAD, SUITE 250 FOREST GLEN MCKENNEY HILLS PART OF PARCEL C 13TH ELECTION DISTRICT PLAT 1775 PHONE: (301) 595-1000 PHONE: (202) 661-2239 BALLARD SPAHR, LLP EMILY VAIAS PHONE: (301) 622-2400 PARTNERSHIP MHP FOREST GLEN, LLC MARYLAND MONTGOMERY COUNTY CALVERTON, MD 20705 GRIM AND PARKER C/O MONTGOMERY HOUSING OWNER: SITE PLAN EXHIBIT SUITE 600 SILVER SPRING, MD 20904 THE RESIDENCES AT WASHINGTON, DC 20006 SHEET NO. PROJECT NO. PROJECT NO. DATE DATE SCALE SCALE DRAWN BY DRAWN BY PROJ. MGR PROJ. MGR TAX MAP JP122 ATTN: ASHISH MAYER ARCHITECT: ATTORNEY: ATTN: PRAJ KASBEKAR www.mhgpa.com Phone: 301.670.0840 Montgomery Village, MD 20886 9220 Wightman Road, Suite 120 REVISIONS O ECITO DATE DESCRIPTION NO. Copyright @ 2020 by Macris, Hendricks & Glascock, P.A. All Rights Reserved Land Surveyors Landscape Architects Land Planners Civil Engineers 2018.197.12 WSSC 212NW02 1 1 OF 7/13/20 1"= 30' KDJ KDJ 7 8 9 10 11 12 RESULTS OF PEDESTRIAN CROSSING TIMING ANALYSIS

Total Clearance Pedestrian Crossing Desired Time for Clearance INTERSECTION Distance1 Time3 Associated Veh. Time4 (ft) (sec) Phase2 (sec) (sec)

1. Georgia Ave & Dennis Ave

North Leg on Georgia Ave 85 6.5 17.8 18

East Leg on Dennis Ave 65 5.5 13.1 14

West Leg on Dennis Ave 47 5.5 7.9 14

4. Georgia Ave & Forest Glen Rd

North Leg on Georgia Ave 93 7 19.6 20

South Leg on Georgia Ave 93 7 19.6 20

East Leg on Forest Glen Rd 85 7 17.3 18

West Leg on Forest Glen Rd 89 7 18.4 18

Notes: 1. Crossing distance was measured from the curb to the edge of the far travel lane. 2. Total clearance time for the associated vehicular phase includes yellow and all red time. 3. Desired time was determined by dividing the crossing distance by 3.5 ft/sec (walking speed) then subtracting the total clearance time for the associated vehicular phase. 4. Pedestrian clearance times were obtained from signal timing of the respective intersection provided by the county.

EXHIBIT 4A RESULTS OF PEDESTRIAN CROSSING TIMING ANALYSIS

Myc, 170722\REV1\PedTiming.xls-PedTime, F06/28/18

TOTAL TRAFFIC CONDITIONS

Background Traffic

As normally required, traffic projected to be generated by other approved developments planned in the vicinity of the subject property should be taken into consideration to establish the background traffic conditions. Based on a review of the M‐NCPPC Development Activity Maps and discussions with the M‐NCPPC Transportation Planning Staff and the Scoping Agreement, it was determined that there are no other developments which have received approval and are planned in the vicinity of the subject site at this time.

Traffic Analysis for Forest Glen Apartments

As previously discussed, this subject property is presently developed with 72 apartment units. In order to determine the number of trips currently being generated by the subject property, we consulted the existing turning movement counts shown on Exhibit 3 to determine the peak hour trips presently being generated by the subject property. Exhibit 5 shows the total number of peak hour trips being generated by the subject site.

As discussed previously, the 72 apartment units that presently exist on this site are planned to be razed and a 189‐unit apartment building will be constructed on the subject site.

We then conducted the trip generation calculations required by the LATR Guidelines to determine the number of vehicle, person, transit, non‐motorized, and pedestrian trips to be generated by the proposed development of the subject site. This information is shown on Exhibit 5.

A review of this data indicates that this traffic impact analysis is required because the subject property will generate in excess of 50 person trips. However, the information shown on Exhibit 5 indicates that transit adequacy, bicycle adequacy, and pedestrian adequacy tests will not be required for this site.

The peak hour vehicle trips were then adjusted by subtracting the existing traffic being generated by the site and were then distributed and assigned to the nearby road network. The trip distribution was based on the north‐south split of traffic at intersections along Georgia Avenue and a small percentage (10%) of the site traffic was assumed to navigate through the local residential streets and avoid the heavy peak hour traffic along Georgia Avenue to reach destinations to the north or south as shown on Exhibit 6. It should be noted that access to the site will remain the same along Georgia Avenue with a right‐in right‐out access. A full movement access will be constructed along Belvedere Boulevard opposite McKenney Avenue.

Combining the trips shown on Exhibit 6 with the existing peak hour volumes results in the total peak hour volumes shown on Exhibit 7.

Traffic Analysis of Total Traffic Conditions

Intersections capacity analysis were conducted for the total peak hour traffic volumes and the results are shown on Exhibit 8. Copies of capacity worksheets are contained in Appendix B.

A review of Exhibit 8 indicates that all the study area intersections are projected to operate within the congestion standards established by M‐NCPPC for the Kensington/Wheaton Policy area.

To address a comment received from MDOT SHA concerning the northbound left turn/U‐turn movement at the intersection of MD 97 and Belvedere Boulevard, queuing analysis were conducted using Synchro/SimTraffic simulation and the results are summarized in Exhibit 9.

A review of Exhibit 9 indicates that the subject project would only result in the increase of approximately two vehicles in queue length during the peak periods and will not create a significant impact on the traffic operations along northbound MD 97.

15 Trip Generation Rates Directional Distribution Land Use (Source) Formula/Rate AM Peak Hour PM Peak Hour In Out In Out Multifamily Housing, Ln(Morning Trips) = 0.98 x Ln(Units) - 0.98 26% 74% 61% 39% Mid-Rise (ITE-221) Ln(Evening Trips) = 0.96 x Ln(Units) - 0.63

Note: Trip rates were based on ITE Trip Generation Manual, 10th Edition, 2017. Trip Generation for Forest Glen Apartments AM Peak Hour PM Peak Hour Land Use Size In Out Total In Out Total Proposed Apartments 189 Units 17 47 64 50 32 82 Adjusted Vehicle Trips by Policy Area (91%) 15 43 58 46 29 75 Total Person Trips (Vehicle Trips / 59.1%) 98 127 Auto Passenger Trips (Person Trips x 25.4%) 25 32 Transit Trips (Person Trips x 8.1%) 8 10 Non-Motorized Trips (Person Trips x 7.4%) 7 9 Pedestrian Trips (Transit + Non-Motorized Trips) 15 19 Existing Apartments 72 Units (Driveway Vehicle Volumes) 1 10 11 9 6 15 Net New Vehicle Trips (Proposed - Existing) 14 33 47 37 23 60

Note: Trip adjustment factor and mode split percentages for Kensington/Wheaton policy area were obtained from M-NCPPC 2017 LATR

EXHIBIT 5 TRIP GENERATION FOR

F:\2017\2017-0722_Forest Glen - MHP\ENG\REV5\TRIPS-Site,7/14/2020 SUBJECT SITE

16 17 18 CLV Analysis Existing Total Traffic Traffic CLV CLV CLV Morning Peak Hour Traffic Standard 1. Georgia Ave & Dennis Ave 1600 1365 1366 2. Georgia Ave & Belvedere Blvd 1600 1213 1231 3. Georgia Ave & Arthur Ave 1600 1195 1223 4. Georgia Ave & Forest Glen Rd 1600 1430 1436 5. Belvedere Blvd & MeKenney Ave 1600 118 121 Evening Peak Hour Traffic 1. Georgia Ave & Dennis Ave 1600 1269 1271 2. Georgia Ave & Belvedere Blvd 1600 999 1013 3. Georgia Ave & Arthur Ave 1600 737 765 4. Georgia Ave & Forest Glen Rd 1600 1392 1399 5. Belvedere Blvd & MeKenney Ave 1600 128 130

HCM Analysis Existing Total Traffic Traffic HCM Delay Delay Delay Morning Peak Hour Traffic Standard (sec/veh) (sec/veh) 1. Georgia Ave & Dennis Ave 80 49.8 49.9 2. Georgia Ave & Belvedere Blvd 80 23.0 26.1 3. Georgia Ave & Arthur Ave 80 0.1 0.6 4. Georgia Ave & Forest Glen Rd 80 69.8 70.2 5. Belvedere Blvd & MeKenney Ave 80 7.2 7.0 Evening Peak Hour Traffic 1. Georgia Ave & Dennis Ave 80 26.1 26.1 2. Georgia Ave & Belvedere Blvd 80 0.6 1.4 3. Georgia Ave & Arthur Ave 80 0.0 0.1 4. Georgia Ave & Forest Glen Rd 80 55.7 56.3 5. Belvedere Blvd & MeKenney Ave 80 5.2 5.4

Notes: 1. Results are based on Synchro 10 HCM 6 Reports. 2. For stop-controlled intersection, the average vehicle delay was calculated by the HCM for controlled movements with the inclusion of zero seconds of delay for vehicles that do not stop or yield per 2017 LATR Guidelines. Detailed Calulations are contained in Appendix B. EXHIBIT 8 RESULTS OF INTERSECTION CAPACITY ANALYSES

Qt, 170722\REV5\LOS.xls-Results, F07/13/20

19 SimTraffic Queuing Report Existing Total Traffic Traffic

Morning Peak Hour Traffic 95th Queue (ft)

NB MD 97 U-turn/Left-turn at Belvedere Blvd 91 133

Evening Peak Hour Traffic NB MD 97 U-turn/Left-turn at Belvedere Blvd 101 131

Note: Results are based on 10 simulation runs.

EXHIBIT 9 RESULTS OF QUEUING ANALYSIS

Qt, 170722\REV5\LOS.xls-Queue, F07/13/20

20 RESULTS, RECOMMENDATIONS, AND CONCLUSIONS

Study Purpose

This traffic impact analysis has been prepared for the Site Plan for the proposed redevelopment of the Forest Glen Apartments site located in the southwest quadrant of the Georgia Avenue (MD 97) and Belvedere Boulevard intersection in the Silver Spring area of Montgomery County, Maryland. This property is currently developed with 72 Apartment Units which will be razed, and a new Apartment Building will be constructed containing 189 Apartment Units.

Study Criteria/Methodology

This traffic impact analysis has been prepared in accordance with the LATR requirements of the M‐NCPPC. A Scoping Agreement was prepared and approved by the Transportation Planning Staff. A copy of this agreement is contained in Appendix E of this report. This property is located in the Kensington/Wheaton Policy area, which is in an “Orange Area.” Based on the criteria as determined in the LATR Guidelines, the proposed development of this site requires that this study is required to address only vehicular adequacy. It should be noted that pedestrians and transit adequacy studies are not required based on the guidelines.

In an “Orange Area” intersection capacity analyses must be conducted using the CLV Methodology and the HCM Methodology. The Congestion Standard in this area is 1600 for the CLV analysis and 80 seconds for the HCM analysis.

Results and Conclusions

The results of this Study indicate that all of the study area intersections will be operating within the congestion standards established by the M‐NCPPC Guidelines for the Kensington/Wheaton area. It is concluded that the proposed redevelopment of the property will not have an adverse impact on the neighborhood traffic circulation, movements, and road capacity. Therefore, the proposed redevelopment of the Forest Glan Apartments will meet the LATR requirements. Based on a previous review by the State Highway Administration, a comment was raised about the northbound left turn lane along Georgia Avenue at Belvedere Road being insufficient for queued vehicles. While this improvement is not needed for capacity, it would be a benefit to traffic operations in this area. A Concept Plan is contained in Appendix E.

21 APPENDIX A

Intersection Turning Movement Counts, Bicycle and Pedestrian Counts, and Aerial Photos 1 2 3 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 07, 2018 Thursday and: Dennis Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Dennis Avenue on: Dennis Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 3 541 14 0 558 11 120 0 3 134 14 7 48 0 69 9 6 8 0 23 784 6:45 - 7:00 1 555 10 0 566 11 139 3 0 153 31 20 48 0 99 9 5 7 0 21 839 7:00 - 7:15 2 631 26 1 660 20 149 4 1 174 31 16 56 0 103 17 10 12 0 39 976 7:15 - 7:30 2 644 22 1 669 18 167 3 1 189 34 16 75 0 125 5 21 14 0 40 1023 7:30 - 7:45 4 689 31 0 724 21 173 8 2 204 48 12 72 0 132 15 18 22 0 55 1115 7:45 - 8:00 3 665 34 0 702 40 213 10 3 266 41 24 90 0 155 8 21 25 0 54 1177 8:00 - 8:15 5 632 28 0 665 44 214 9 5 272 37 26 74 0 137 7 17 17 0 41 1115 8:15 - 8:30 5 609 34 0 648 37 198 8 5 248 38 29 73 0 140 11 13 18 0 42 1078 8:30 - 8:45 7 621 38 0 666 25 188 5 3 221 54 18 69 0 141 6 17 17 0 40 1068 8:45 - 9:00 5 637 44 2 688 33 233 6 6 278 40 17 67 0 124 9 17 11 0 37 1127 9:00 - 9:15 2 620 41 1 664 24 205 5 5 239 31 14 57 0 102 6 20 30 0 56 1061 9:15 - 9:30 4 477 39 1 521 28 234 4 5 271 26 14 52 0 92 16 11 20 0 47 931 3 Hr Totals 43 7321 361 6 7731 312 2233 65 39 2649 425 213 781 0 1419 118 176 201 0 495 12294 1 Hr Totals 6:30 - 7:30 8 2371 72 2 2453 60 575 10 5 650 110 59 227 0 396 40 42 41 0 123 3622 6:45 - 7:45 9 2519 89 2 2619 70 628 18 4 720 144 64 251 0 459 46 54 55 0 155 3953 7:00 - 8:00 11 2629 113 2 2755 99 702 25 7 833 154 68 293 0 515 45 70 73 0 188 4291 7:15 - 8:15 14 2630 115 1 2760 123 767 30 11 931 160 78 311 0 549 35 77 78 0 190 4430 7:30 - 8:30 17 2595 127 0 2739 142 798 35 15 990 164 91 309 0 564 41 69 82 0 192 4485 7:45 - 8:45 20 2527 134 0 2681 146 813 32 16 1007 170 97 306 0 573 32 68 77 0 177 4438 8:00 - 9:00 22 2499 144 2 2667 139 833 28 19 1019 169 90 283 0 542 33 64 63 0 160 4388 8:15 - 9:15 19 2487 157 3 2666 119 824 24 19 986 163 78 266 0 507 32 67 76 0 175 4334 8:30 - 9:30 18 2355 162 4 2539 110 860 20 19 1009 151 63 245 0 459 37 65 78 0 180 4187 PEAK HOUR 7:30 - 8:30 17 2595 127 0 2739 142 798 35 15 990 164 91 309 0 564 41 69 82 0 192 4485 PM 4:00 - 4:15 8 372 39 2 421 25 537 9 4 575 58 14 35 0 107 6 29 27 0 62 1165 4:15 - 4:30 7 359 35 2 403 31 575 6 7 619 36 18 33 0 87 12 16 28 0 56 1165 4:30 - 4:45 3 380 41 3 427 34 549 8 10 601 45 19 41 0 105 4 16 27 0 47 1180 4:45 - 5:00 7 385 32 3 427 32 568 8 4 612 58 29 34 0 121 10 24 32 0 66 1226 5:00 - 5:15 5 343 49 0 397 22 576 9 5 612 35 18 36 0 89 6 17 26 0 49 1147 5:15 - 5:30 5 394 43 3 445 34 559 10 2 605 40 18 38 0 96 9 27 25 0 61 1207 5:30 - 5:45 1 363 44 0 408 23 574 6 4 607 28 24 27 0 79 6 16 24 0 46 1140 5:45 - 6:00 7 329 40 0 376 30 562 6 1 599 42 19 21 0 82 7 24 29 0 60 1117 6:00 - 6:15 6 365 40 0 411 40 583 9 1 633 33 19 20 0 72 4 19 30 0 53 1169 6:15 - 6:30 3 382 43 1 429 42 545 6 4 597 36 15 26 0 77 10 13 25 0 48 1151 6:30 - 6:45 7 348 41 2 398 32 569 4 3 608 30 4 27 0 61 3 18 18 0 39 1106 6:45 - 7:00 9 351 42 2 404 40 522 6 2 570 33 11 24 0 68 2 14 18 0 34 1076 3 Hr Totals 68 4371 489 18 4946 385 6719 87 47 7238 474 208 362 0 1044 79 233 309 0 621 13849 1 Hr Totals 4:00 - 5:00 25 1496 147 10 1678 122 2229 31 25 2407 197 80 143 0 420 32 85 114 0 231 4736 4:15 - 5:15 22 1467 157 8 1654 119 2268 31 26 2444 174 84 144 0 402 32 73 113 0 218 4718 4:30 - 5:30 20 1502 165 9 1696 122 2252 35 21 2430 178 84 149 0 411 29 84 110 0 223 4760 4:45 - 5:45 18 1485 168 6 1677 111 2277 33 15 2436 161 89 135 0 385 31 84 107 0 222 4720 5:00 - 6:00 18 1429 176 3 1626 109 2271 31 12 2423 145 79 122 0 346 28 84 104 0 216 4611 5:15 - 6:15 19 1451 167 3 1640 127 2278 31 8 2444 143 80 106 0 329 26 86 108 0 220 4633 5:30 - 6:30 17 1439 167 1 1624 135 2264 27 10 2436 139 77 94 0 310 27 72 108 0 207 4577 5:45 - 6:45 23 1424 164 3 1614 144 2259 25 9 2437 141 57 94 0 292 24 74 102 0 200 4543 6:00 - 7:00 25 1446 166 5 1642 154 2219 25 10 2408 132 49 97 0 278 19 64 91 0 174 4502 PEAK HOUR 4:30 - 5:30 20 1502 165 9 1696 122 2252 35 21 2430 178 84 149 0 411 29 84 110 0 223 4760

4 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 07, 2018 Thursday and: Dennis Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Dennis Avenue on: Dennis Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 3 525 14 0 542 9 112 0 3 124 14 7 48 0 69 9 6 8 0 23 758 6:45 - 7:00 1 537 10 0 548 9 127 3 0 139 30 20 47 0 97 8 5 6 0 19 803 7:00 - 7:15 2 605 25 1 633 18 132 4 1 155 30 15 56 0 101 17 10 12 0 39 928 7:15 - 7:30 2 628 21 0 651 16 150 2 1 169 33 16 73 0 122 5 20 14 0 39 981 7:30 - 7:45 4 681 29 0 714 19 161 6 2 188 47 11 69 0 127 15 18 22 0 55 1084 7:45 - 8:00 3 654 33 0 690 34 202 10 3 249 40 24 87 0 151 8 19 25 0 52 1142 8:00 - 8:15 5 618 26 0 649 42 204 9 5 260 35 25 71 0 131 7 17 15 0 39 1079 8:15 - 8:30 5 594 31 0 630 36 186 7 5 234 35 27 72 0 134 11 12 17 0 40 1038 8:30 - 8:45 7 594 35 0 636 22 175 5 3 205 54 18 69 0 141 6 16 17 0 39 1021 8:45 - 9:00 5 616 44 2 667 32 218 6 6 262 39 17 64 0 120 9 16 10 0 35 1084 9:00 - 9:15 2 599 41 1 643 21 200 5 5 231 31 14 57 0 102 6 19 27 0 52 1028 9:15 - 9:30 4 454 39 1 498 27 221 3 5 256 25 13 52 0 90 15 9 17 0 41 885 3 Hr Totals 43 7105 348 5 7501 285 2088 60 39 2472 413 207 765 0 1385 116 167 190 0 473 11831 1 Hr Totals 6:30 - 7:30 8 2295 70 1 2374 52 521 9 5 587 107 58 224 0 389 39 41 40 0 120 3470 6:45 - 7:45 9 2451 85 1 2546 62 570 15 4 651 140 62 245 0 447 45 53 54 0 152 3796 7:00 - 8:00 11 2568 108 1 2688 87 645 22 7 761 150 66 285 0 501 45 67 73 0 185 4135 7:15 - 8:15 14 2581 109 0 2704 111 717 27 11 866 155 76 300 0 531 35 74 76 0 185 4286 7:30 - 8:30 17 2547 119 0 2683 131 753 32 15 931 157 87 299 0 543 41 66 79 0 186 4343 7:45 - 8:45 20 2460 125 0 2605 134 767 31 16 948 164 94 299 0 557 32 64 74 0 170 4280 8:00 - 9:00 22 2422 136 2 2582 132 783 27 19 961 163 87 276 0 526 33 61 59 0 153 4222 8:15 - 9:15 19 2403 151 3 2576 111 779 23 19 932 159 76 262 0 497 32 63 71 0 166 4171 8:30 - 9:30 18 2263 159 4 2444 102 814 19 19 954 149 62 242 0 453 36 60 71 0 167 4018 PEAK HOUR 7:30 - 8:30 17 2547 119 0 2683 131 753 32 15 931 157 87 299 0 543 41 66 79 0 186 4343 PM 4:00 - 4:15 8 358 38 2 406 21 521 9 4 555 58 13 35 0 106 5 27 27 0 59 1126 4:15 - 4:30 7 351 34 2 394 29 562 5 7 603 32 17 33 0 82 12 14 27 0 53 1132 4:30 - 4:45 3 369 40 3 415 33 537 8 10 588 44 19 39 0 102 4 16 24 0 44 1149 4:45 - 5:00 7 374 32 3 416 31 562 8 4 605 56 29 34 0 119 10 23 32 0 65 1205 5:00 - 5:15 5 336 49 0 390 21 567 9 5 602 35 17 36 0 88 6 17 26 0 49 1129 5:15 - 5:30 5 383 43 3 434 34 554 10 2 600 40 18 37 0 95 9 27 25 0 61 1190 5:30 - 5:45 1 351 44 0 396 22 563 6 4 595 28 24 27 0 79 6 15 24 0 45 1115 5:45 - 6:00 7 322 40 0 369 30 554 6 1 591 41 19 20 0 80 7 24 29 0 60 1100 6:00 - 6:15 6 360 40 0 406 40 577 9 1 627 33 19 20 0 72 4 19 30 0 53 1158 6:15 - 6:30 3 375 42 1 421 42 539 6 4 591 36 15 26 0 77 10 13 25 0 48 1137 6:30 - 6:45 6 342 41 2 391 30 559 4 3 596 29 4 27 0 60 3 18 18 0 39 1086 6:45 - 7:00 9 344 42 2 397 38 512 6 2 558 33 11 24 0 68 2 14 18 0 34 1057 3 Hr Totals 67 4265 485 18 4835 371 6607 86 47 7111 465 205 358 0 1028 78 227 305 0 610 13584 1 Hr Totals 4:00 - 5:00 25 1452 144 10 1631 114 2182 30 25 2351 190 78 141 0 409 31 80 110 0 221 4612 4:15 - 5:15 22 1430 155 8 1615 114 2228 30 26 2398 167 82 142 0 391 32 70 109 0 211 4615 4:30 - 5:30 20 1462 164 9 1655 119 2220 35 21 2395 175 83 146 0 404 29 83 107 0 219 4673 4:45 - 5:45 18 1444 168 6 1636 108 2246 33 15 2402 159 88 134 0 381 31 82 107 0 220 4639 5:00 - 6:00 18 1392 176 3 1589 107 2238 31 12 2388 144 78 120 0 342 28 83 104 0 215 4534 5:15 - 6:15 19 1416 167 3 1605 126 2248 31 8 2413 142 80 104 0 326 26 85 108 0 219 4563 5:30 - 6:30 17 1408 166 1 1592 134 2233 27 10 2404 138 77 93 0 308 27 71 108 0 206 4510 5:45 - 6:45 22 1399 163 3 1587 142 2229 25 9 2405 139 57 93 0 289 24 74 102 0 200 4481 6:00 - 7:00 24 1421 165 5 1615 150 2187 25 10 2372 131 49 97 0 277 19 64 91 0 174 4438 PEAK HOUR 4:30 - 5:30 20 1462 164 9 1655 119 2220 35 21 2395 175 83 146 0 404 29 83 107 0 219 4673

5 MEDIUMS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 07, 2018 Thursday and: Dennis Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Dennis Avenue on: Dennis Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 15 0 0 15 2 8 0 0 10 0 0 0 0 0 0 0 0 0 0 25 6:45 - 7:00 0 17 0 0 17 2 10 0 0 12 1 0 1 0 2 1 0 1 0 2 33 7:00 - 7:15 0 26 1 0 27 2 15 0 0 17 1 1 0 0 2 0 0 0 0 0 46 7:15 - 7:30 0 14 1 0 15 2 16 1 0 19 1 0 2 0 3 0 1 0 0 1 38 7:30 - 7:45 0 7 2 0 9 2 9 2 0 13 1 1 3 0 5 0 0 0 0 0 27 7:45 - 8:00 0 11 1 0 12 6 11 0 0 17 1 0 3 0 4 0 2 0 0 2 35 8:00 - 8:15 0 13 2 0 15 2 9 0 0 11 2 1 3 0 6 0 0 2 0 2 34 8:15 - 8:30 0 13 3 0 16 1 12 1 0 14 3 2 1 0 6 0 1 1 0 2 38 8:30 - 8:45 0 26 3 0 29 3 12 0 0 15 0 0 0 0 0 0 1 0 0 1 45 8:45 - 9:00 0 21 0 0 21 1 14 0 0 15 1 0 3 0 4 0 1 1 0 2 42 9:00 - 9:15 0 21 0 0 21 3 5 0 0 8 0 0 0 0 0 0 1 3 0 4 33 9:15 - 9:30 0 23 0 0 23 1 13 1 0 15 1 1 0 0 2 1 2 3 0 6 46 3 Hr Totals 0 207 13 0 220 27 134 5 0 166 12 6 16 0 34 2 9 11 0 22 442 1 Hr Totals 6:30 - 7:30 0 72 2 0 74 8 49 1 0 58 3 1 3 0 7 1 1 1 0 3 142 6:45 - 7:45 0 64 4 0 68 8 50 3 0 61 4 2 6 0 12 1 1 1 0 3 144 7:00 - 8:00 0 58 5 0 63 12 51 3 0 66 4 2 8 0 14 0 3 0 0 3 146 7:15 - 8:15 0 45 6 0 51 12 45 3 0 60 5 2 11 0 18 0 3 2 0 5 134 7:30 - 8:30 0 44 8 0 52 11 41 3 0 55 7 4 10 0 21 0 3 3 0 6 134 7:45 - 8:45 0 63 9 0 72 12 44 1 0 57 6 3 7 0 16 0 4 3 0 7 152 8:00 - 9:00 0 73 8 0 81 7 47 1 0 55 6 3 7 0 16 0 3 4 0 7 159 8:15 - 9:15 0 81 6 0 87 8 43 1 0 52 4 2 4 0 10 0 4 5 0 9 158 8:30 - 9:30 0 91 3 0 94 8 44 1 0 53 2 1 3 0 6 1 5 7 0 13 166 PEAK HOUR 7:30 - 8:30 0 44 8 0 52 11 41 3 0 55 7 4 10 0 21 0 3 3 0 6 134 PM 4:00 - 4:15 0 14 1 0 15 4 15 0 0 19 0 1 0 0 1 1 2 0 0 3 38 4:15 - 4:30 0 8 1 0 9 2 13 1 0 16 4 1 0 0 5 0 2 1 0 3 33 4:30 - 4:45 0 11 1 0 12 1 10 0 0 11 1 0 2 0 3 0 0 2 0 2 28 4:45 - 5:00 0 10 0 0 10 1 6 0 0 7 2 0 0 0 2 0 1 0 0 1 20 5:00 - 5:15 0 7 0 0 7 1 9 0 0 10 0 1 0 0 1 0 0 0 0 0 18 5:15 - 5:30 0 11 0 0 11 0 5 0 0 5 0 0 1 0 1 0 0 0 0 0 17 5:30 - 5:45 0 11 0 0 11 1 11 0 0 12 0 0 0 0 0 0 1 0 0 1 24 5:45 - 6:00 0 7 0 0 7 0 8 0 0 8 1 0 1 0 2 0 0 0 0 0 17 6:00 - 6:15 0 5 0 0 5 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 10 6:15 - 6:30 0 7 1 0 8 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 14 6:30 - 6:45 1 6 0 0 7 2 9 0 0 11 0 0 0 0 0 0 0 0 0 0 18 6:45 - 7:00 0 7 0 0 7 2 10 0 0 12 0 0 0 0 0 0 0 0 0 0 19 3 Hr Totals 1 104 4 0 109 14 107 1 0 122 8 3 4 0 15 1 6 3 0 10 256 1 Hr Totals 4:00 - 5:00 0 43 3 0 46 8 44 1 0 53 7 2 2 0 11 1 5 3 0 9 119 4:15 - 5:15 0 36 2 0 38 5 38 1 0 44 7 2 2 0 11 0 3 3 0 6 99 4:30 - 5:30 0 39 1 0 40 3 30 0 0 33 3 1 3 0 7 0 1 2 0 3 83 4:45 - 5:45 0 39 0 0 39 3 31 0 0 34 2 1 1 0 4 0 2 0 0 2 79 5:00 - 6:00 0 36 0 0 36 2 33 0 0 35 1 1 2 0 4 0 1 0 0 1 76 5:15 - 6:15 0 34 0 0 34 1 29 0 0 30 1 0 2 0 3 0 1 0 0 1 68 5:30 - 6:30 0 30 1 0 31 1 30 0 0 31 1 0 1 0 2 0 1 0 0 1 65 5:45 - 6:45 1 25 1 0 27 2 28 0 0 30 1 0 1 0 2 0 0 0 0 0 59 6:00 - 7:00 1 25 1 0 27 4 30 0 0 34 0 0 0 0 0 0 0 0 0 0 61 PEAK HOUR 4:30 - 5:30 0391 0403300 0333 1 3 0 7 0 1 2 0 383

6 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 07, 2018 Thursday and: Dennis Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Dennis Avenue on: Dennis Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:45 - 7:00 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 7:00 - 7:15 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 7:15 - 7:30 0 2 0 1 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 7:30 - 7:45 0 1 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 8:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 8:15 - 8:30 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:30 - 8:45 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 8:45 - 9:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 9 0 1100110 0110 0 0 0 0 0 0 0 0 021 1 Hr Totals 6:30 - 7:30 0 4 0 1 5 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 10 6:45 - 7:45 0 4 0 1 5 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 13 7:00 - 8:00 0 3 0 1 4 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 10 7:15 - 8:15 0 4 0 1 5 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 10 7:30 - 8:30 0 4 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 8 7:45 - 8:45 0 4 0 0 4 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 6 8:00 - 9:00 0 4 0 0 4 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 7 8:15 - 9:15 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 5 8:30 - 9:30 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 PEAK HOUR 7:30 - 8:30 040040400400000000008 PM 4:00 - 4:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 3 4:45 - 5:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 020020500510001001019 1 Hr Totals 4:00 - 5:00 0 1 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 5 4:15 - 5:15 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 4 4:30 - 5:30 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 4 4:45 - 5:45 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 - 6:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15 - 6:15 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 5:30 - 6:30 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 5:45 - 6:45 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 3 6:00 - 7:00 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 3 PEAK HOUR 4:30 - 5:30 010010200200000001014

7 BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 07, 2018 Thursday and: Dennis Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Dennis Avenue on: Dennis Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2 3 Hr Totals 010011000100000010013 1 Hr Totals 6:30 - 7:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:45 - 7:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 9:30 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2 PEAK HOUR 7:30 - 8:30 000000000000000000000 PM 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 3 Hr Totals 000000000002002001013 1 Hr Totals 4:00 - 5:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 4:15 - 5:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 6:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 5:30 - 6:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 5:45 - 6:45 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 6:00 - 7:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2 PEAK HOUR 4:30 - 5:30 000000000000000000000

8 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 07, 2018 Thursday and: Dennis Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 NORTH LEG SOUTH LEG MD 97 MD 97 TIME Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 2 0 0 0 6:45 - 7:00 1 0 0 0 7:00 - 7:15 2 0 0 0 7:15 - 7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 2 0 1 0 8:00 - 8:15 2 0 0 0 8:15 - 8:30 1 1 0 0 8:30 - 8:45 5 0 0 0 8:45 - 9:00 1 0 0 0 9:00 - 9:15 4 0 1 0 9:15 - 9:30 3 0 0 0 TOTALS 23 1 2 0 PM 4:00 - 4:15 2 0 0 0 4:15 - 4:30 1 0 0 0 4:30 - 4:45 1 0 0 0 4:45 - 5:00 1 0 0 0 5:00 - 5:15 0 0 0 0 5:15 - 5:30 2 0 0 0 5:30 - 5:45 0 0 0 0 5:45 - 6:00 3 0 0 0 6:00 - 6:15 1 0 0 0 6:15 - 6:30 1 0 0 0 6:30 - 6:45 2 0 0 0 6:45 - 7:00 1 0 0 0 TOTALS 15 0 0 0

EAST LEG WEST LEG Dennis Avenue Dennis Avenue Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 1 0 0 0 6:45 - 7:00 1 0 0 0 7:00 - 7:15 1 0 0 0 7:15 - 7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 4 0 0 0 8:00 - 8:15 0 0 0 0 8:15 - 8:30 1 2 0 0 8:30 - 8:45 5 1 0 0 8:45 - 9:00 3 0 0 0 9:00 - 9:15 1 0 2 0 9:15 - 9:30 2 0 0 0 TOTALS 19 3 2 0 PM 4:00 - 4:15 1 0 0 0 4:15 - 4:30 2 2 0 0 4:30 - 4:45 1 0 0 0 4:45 - 5:00 1 0 0 0 5:00 - 5:15 1 0 0 0 5:15 - 5:30 1 1 3 0 5:30 - 5:45 2 0 0 0 5:45 - 6:00 5 1 4 0 6:00 - 6:15 0 0 4 0 6:15 - 6:30 2 0 1 0 6:30 - 6:45 0 0 1 0 6:45 - 7:00 0 0 1 0 TOTALS 16 4 14 0

9 1. Georgia Ave (N/S) & Dennis Ave (E/W)

N➤ 300 ft

10 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Belvedere Boulevard Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Belvedere Boulevard N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 2 639 0 0 641 0 156 1 2 159 0 0 0 0 0 4 0 0 0 4 804 6:45 - 7:00 3 770 0 0 773 0 175 1 0 176 0 0 0 0 0 7 0 1 0 8 957 7:00 - 7:15 1 765 0 0 766 0 181 2 0 183 0 0 0 0 0 7 0 0 0 7 956 7:15 - 7:30 3 787 0 0 790 0 245 0 0 245 0 0 0 0 0 3 0 0 0 3 1038 7:30 - 7:45 2 782 0 0 784 0 278 3 0 281 0 0 0 0 0 5 0 0 0 5 1070 7:45 - 8:00 3 779 0 1 783 0 264 0 2 266 0 0 0 0 0 7 0 0 0 7 1056 8:00 - 8:15 1 799 0 0 800 0 244 1 0 245 0 0 0 0 0 4 0 2 0 6 1051 8:15 - 8:30 1 765 0 0 766 0 283 3 0 286 0 0 0 0 0 4 0 0 0 4 1056 8:30 - 8:45 1 691 0 0 692 0 221 1 0 222 0 0 0 0 0 1 0 0 0 1 915 8:45 - 9:00 1 691 0 0 692 0 231 1 0 232 0 0 0 0 0 5 0 0 0 5 929 9:00 - 9:15 3 720 0 0 723 0 253 1 1 255 0 0 0 0 0 2 0 0 0 2 980 9:15 - 9:30 2 653 0 0 655 0 281 1 0 282 0 0 0 0 0 7 0 0 0 7 944 3 Hr Totals 23 8841 0 1 8865 0 2812 15 5 2832 0 0 0 0 0 56 0 3 0 59 11756 1 Hr Totals 6:30 - 7:30 9 2961 0 0 2970 0 757 4 2 763 0 0 0 0 0 21 0 1 0 22 3755 6:45 - 7:45 9 3104 0 0 3113 0 879 6 0 885 0 0 0 0 0 22 0 1 0 23 4021 7:00 - 8:00 9 3113 0 1 3123 0 968 5 2 975 0 0 0 0 0 22 0 0 0 22 4120 7:15 - 8:15 9 3147 0 1 3157 0 1031 4 2 1037 0 0 0 0 0 19 0 2 0 21 4215 7:30 - 8:30 7 3125 0 1 3133 0 1069 7 2 1078 0 0 0 0 0 20 0 2 0 22 4233 7:45 - 8:45 6 3034 0 1 3041 0 1012 5 2 1019 0 0 0 0 0 16 0 2 0 18 4078 8:00 - 9:00 4 2946 0 0 2950 0 979 6 0 985 0 0 0 0 0 14 0 2 0 16 3951 8:15 - 9:15 6 2867 0 0 2873 0 988 6 1 995 0 0 0 0 0 12 0 0 0 12 3880 8:30 - 9:30 7 2755 0 0 2762 0 986 4 1 991 0 0 0 0 0 15 0 0 0 15 3768 PEAK HOUR 7:30 - 8:30 7 3125 0 1 3133 0 1069 7 2 1078 0 0 0 0 0 20 0 2 0 22 4233 PM 4:00 - 4:15 3 449 0 0 452 0 623 6 0 629 0 0 0 0 0 3 0 1 0 4 1085 4:15 - 4:30 2 441 0 0 443 0 604 8 0 612 0 0 0 0 0 5 0 1 0 6 1061 4:30 - 4:45 2 486 0 0 488 0 620 3 0 623 0 0 0 0 0 5 0 2 0 7 1118 4:45 - 5:00 3 479 0 0 482 0 642 7 0 649 0 0 0 0 0 10 0 0 0 10 1141 5:00 - 5:15 1 468 0 0 469 0 658 7 2 667 0 0 0 0 0 0 0 1 0 1 1137 5:15 - 5:30 1 486 0 0 487 0 632 16 3 651 0 0 0 0 0 3 0 0 0 3 1141 5:30 - 5:45 3 414 0 0 417 0 639 16 0 655 0 0 0 0 0 3 0 0 0 3 1075 5:45 - 6:00 3 389 0 0 392 0 617 15 0 632 0 0 0 0 0 6 0 1 0 7 1031 6:00 - 6:15 2 415 0 0 417 0 623 4 3 630 0 0 0 0 0 4 0 0 0 4 1051 6:15 - 6:30 1 385 0 0 386 0 595 9 0 604 0 0 0 0 0 4 0 0 0 4 994 6:30 - 6:45 4 386 0 0 390 0 670 8 0 678 0 0 0 0 0 2 0 0 0 2 1070 6:45 - 7:00 1 389 0 0 390 0 560 3 0 563 0 0 0 0 0 3 0 0 0 3 956 3 Hr Totals 26 5187 0 0 5213 0 7483 102 8 7593 0 0 0 0 0 48 0 6 0 54 12860 1 Hr Totals 4:00 - 5:00 10 1855 0 0 1865 0 2489 24 0 2513 0 0 0 0 0 23 0 4 0 27 4405 4:15 - 5:15 8 1874 0 0 1882 0 2524 25 2 2551 0 0 0 0 0 20 0 4 0 24 4457 4:30 - 5:30 7 1919 0 0 1926 0 2552 33 5 2590 0 0 0 0 0 18 0 3 0 21 4537 4:45 - 5:45 8 1847 0 0 1855 0 2571 46 5 2622 0 0 0 0 0 16 0 1 0 17 4494 5:00 - 6:00 8 1757 0 0 1765 0 2546 54 5 2605 0 0 0 0 0 12 0 2 0 14 4384 5:15 - 6:15 9 1704 0 0 1713 0 2511 51 6 2568 0 0 0 0 0 16 0 1 0 17 4298 5:30 - 6:30 9 1603 0 0 1612 0 2474 44 3 2521 0 0 0 0 0 17 0 1 0 18 4151 5:45 - 6:45 10 1575 0 0 1585 0 2505 36 3 2544 0 0 0 0 0 16 0 1 0 17 4146 6:00 - 7:00 8 1575 0 0 1583 0 2448 24 3 2475 0 0 0 0 0 13 0 0 0 13 4071 PEAK HOUR 4:30 - 5:30 7 1919 0 0 1926 0 2552 33 5 2590 0 0 0 0 0 18 0 3 0 21 4537

11 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Belvedere Boulevard Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Belvedere Boulevard N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 2 621 0 623 149 1 2 152 0 4 0 0 4 779 6:45 - 7:00 3 751 0 754 160 1 0 161 0 6 1 0 7 922 7:00 - 7:15 1 745 0 746 167 2 0 169 0 7 0 0 7 922 7:15 - 7:30 2 762 0 764 225 0 0 225 0 3 0 0 3 992 7:30 - 7:45 2 755 0 757 264 3 0 267 0 5 0 0 5 1029 7:45 - 8:00 3 761 1 765 249 0 2 251 0 7 0 0 7 1023 8:00 - 8:15 1 773 0 774 237 1 0 238 0 4 2 0 6 1018 8:15 - 8:30 1 738 0 739 272 3 0 275 0 4 0 0 4 1018 8:30 - 8:45 1 661 0 662 205 1 0 206 0 1 0 0 1 869 8:45 - 9:00 0 658 0 658 211 1 0 212 0 4 0 0 4 874 9:00 - 9:15 3 693 0 696 237 1 1 239 0 2 0 0 2 937 9:15 - 9:30 2 631 0 633 263 1 0 264 0 7 0 0 7 904 3 Hr Totals 21 8549 0 1 8571 0 2639 15 5 2659 0 0 0 0 0 54 0 3 0 57 11287 1 Hr Totals 6:30 - 7:30 8 2879 0 0 2887 0 701 4 2 707 0 0 0 0 0 20 0 1 0 21 3615 6:45 - 7:45 8 3013 0 0 3021 0 816 6 0 822 0 0 0 0 0 21 0 1 0 22 3865 7:00 - 8:00 8 3023 0 1 3032 0 905 5 2 912 0 0 0 0 0 22 0 0 0 22 3966 7:15 - 8:15 8 3051 0 1 3060 0 975 4 2 981 0 0 0 0 0 19 0 2 0 21 4062 7:30 - 8:30 7 3027 0 1 3035 0 1022 7 2 1031 0 0 0 0 0 20 0 2 0 22 4088 7:45 - 8:45 6 2933 0 1 2940 0 963 5 2 970 0 0 0 0 0 16 0 2 0 18 3928 8:00 - 9:00 3 2830 0 0 2833 0 925 6 0 931 0 0 0 0 0 13 0 2 0 15 3779 8:15 - 9:15 5 2750 0 0 2755 0 925 6 1 932 0 0 0 0 0 11 0 0 0 11 3698 8:30 - 9:30 6 2643 0 0 2649 0 916 4 1 921 0 0 0 0 0 14 0 0 0 14 3584 PEAK HOUR 7:30 - 8:30 7 3027 0 1 3035 0 1022 7 2 1031 0 0 0 0 0 20 0 2 0 22 4088 PM 4:00 - 4:15 2 435 0 437 602 6 0 608 0 3 0 0 3 1048 4:15 - 4:30 2 425 0 427 590 8 0 598 0 5 1 0 6 1031 4:30 - 4:45 2 474 0 476 600 3 0 603 0 5 2 0 7 1086 4:45 - 5:00 2 463 0 465 627 7 0 634 0 9 0 0 9 1108 5:00 - 5:15 1 462 0 463 643 7 1 651 0 0 1 0 1 1115 5:15 - 5:30 1 480 0 481 626 16 3 645 0 3 0 0 3 1129 5:30 - 5:45 3 407 0 410 635 16 0 651 0 3 0 0 3 1064 5:45 - 6:00 3 383 0 386 611 14 0 625 0 6 1 0 7 1018 6:00 - 6:15 2 406 0 408 615 4 3 622 0 4 0 0 4 1034 6:15 - 6:30 1 382 0 383 588 8 0 596 0 3 0 0 3 982 6:30 - 6:45 4 379 0 383 662 8 0 670 0 2 0 0 2 1055 6:45 - 7:00 1 379 0 380 553 3 0 556 0 3 0 0 3 939 3 Hr Totals 24 5075 0 0 5099 0 7352 100 7 7459 0 0 0 0 0 46 0 5 0 51 12609 1 Hr Totals 4:00 - 5:00 8 1797 0 0 1805 0 2419 24 0 2443 0 0 0 0 0 22 0 3 0 25 4273 4:15 - 5:15 7 1824 0 0 1831 0 2460 25 1 2486 0 0 0 0 0 19 0 4 0 23 4340 4:30 - 5:30 6 1879 0 0 1885 0 2496 33 4 2533 0 0 0 0 0 17 0 3 0 20 4438 4:45 - 5:45 7 1812 0 0 1819 0 2531 46 4 2581 0 0 0 0 0 15 0 1 0 16 4416 5:00 - 6:00 8 1732 0 0 1740 0 2515 53 4 2572 0 0 0 0 0 12 0 2 0 14 4326 5:15 - 6:15 9 1676 0 0 1685 0 2487 50 6 2543 0 0 0 0 0 16 0 1 0 17 4245 5:30 - 6:30 9 1578 0 0 1587 0 2449 42 3 2494 0 0 0 0 0 16 0 1 0 17 4098 5:45 - 6:45 10 1550 0 0 1560 0 2476 34 3 2513 0 0 0 0 0 15 0 1 0 16 4089 6:00 - 7:00 8 1546 0 0 1554 0 2418 23 3 2444 0 0 0 0 0 12 0 0 0 12 4010 PEAK HOUR 4:30 - 5:30 6 1879 0 0 1885 0 2496 33 4 2533 0 0 0 0 0 17 0 3 0 20 4438

12 MEDIUMS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Belvedere Boulevard Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Belvedere Boulevard N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 17 0 17 7 0 0 7 0 0 0 0 0 24 6:45 - 7:00 0 18 0 18 15 0 0 15 0 1 0 0 1 34 7:00 - 7:15 0 16 0 16 14 0 0 14 0 0 0 0 0 30 7:15 - 7:30 0 22 0 22 20 0 0 20 0 0 0 0 0 42 7:30 - 7:45 0 22 0 22 12 0 0 12 0 0 0 0 0 34 7:45 - 8:00 0 16 0 16 15 0 0 15 0 0 0 0 0 31 8:00 - 8:15 0 25 0 25 7 0 0 7 0 0 0 0 0 32 8:15 - 8:30 0 23 0 23 11 0 0 11 0 0 0 0 0 34 8:30 - 8:45 0 29 0 29 16 0 0 16 0 0 0 0 0 45 8:45 - 9:00 1 30 0 31 20 0 0 20 0 1 0 0 1 52 9:00 - 9:15 0 26 0 26 15 0 0 15 0 0 0 0 0 41 9:15 - 9:30 0 20 0 20 17 0 0 17 0 0 0 0 0 37 3 Hr Totals 1 264 0 0 265 0 169 0 0 169 0 0 0 0 0 2 0 0 0 2 436 1 Hr Totals 6:30 - 7:30 0 73 0 0 73 0 56 0 0 56 0 0 0 0 0 1 0 0 0 1 130 6:45 - 7:45 0 78 0 0 78 0 61 0 0 61 0 0 0 0 0 1 0 0 0 1 140 7:00 - 8:00 0 76 0 0 76 0 61 0 0 61 0 0 0 0 0 0 0 0 0 0 137 7:15 - 8:15 0 85 0 0 85 0 54 0 0 54 0 0 0 0 0 0 0 0 0 0 139 7:30 - 8:30 0 86 0 0 86 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 131 7:45 - 8:45 0 93 0 0 93 0 49 0 0 49 0 0 0 0 0 0 0 0 0 0 142 8:00 - 9:00 1 107 0 0 108 0 54 0 0 54 0 0 0 0 0 1 0 0 0 1 163 8:15 - 9:15 1 108 0 0 109 0 62 0 0 62 0 0 0 0 0 1 0 0 0 1 172 8:30 - 9:30 1 105 0 0 106 0 68 0 0 68 0 0 0 0 0 1 0 0 0 1 175 PEAK HOUR 7:30 - 8:30 0 86 0 0 86 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0131 PM 4:00 - 4:15 1 13 0 14 21 0 0 21 0 0 1 0 1 36 4:15 - 4:30 0 16 0 16 14 0 0 14 0 0 0 0 0 30 4:30 - 4:45 0 10 0 10 20 0 0 20 0 0 0 0 0 30 4:45 - 5:00 1 12 0 13 14 0 0 14 0 1 0 0 1 28 5:00 - 5:15 0 6 0 6 13 0 1 14 0 0 0 0 0 20 5:15 - 5:30 0 6 0 6 6 0 0 6 0 0 0 0 0 12 5:30 - 5:45 0 7 0 7 4 0 0 4 0 0 0 0 0 11 5:45 - 6:00 0 6 0 6 5 1 0 6 0 0 0 0 0 12 6:00 - 6:15 0 9 0 9 8 0 0 8 0 0 0 0 0 17 6:15 - 6:30 0 2 0 2 7 1 0 8 0 1 0 0 1 11 6:30 - 6:45 0 7 0 7 7 0 0 7 0 0 0 0 0 14 6:45 - 7:00 0 10 0 10 6 0 0 6 0 0 0 0 0 16 3 Hr Totals 2 104 0 0 106 0 125 2 1 128 0 0 0 0 0 2 0 1 0 3 237 1 Hr Totals 4:00 - 5:00 2 51 0 0 53 0 69 0 0 69 0 0 0 0 0 1 0 1 0 2 124 4:15 - 5:15 1 44 0 0 45 0 61 0 1 62 0 0 0 0 0 1 0 0 0 1 108 4:30 - 5:30 1 34 0 0 35 0 53 0 1 54 0 0 0 0 0 1 0 0 0 1 90 4:45 - 5:45 1 31 0 0 32 0 37 0 1 38 0 0 0 0 0 1 0 0 0 1 71 5:00 - 6:00 0 25 0 0 25 0 28 1 1 30 0 0 0 0 0 0 0 0 0 0 55 5:15 - 6:15 0 28 0 0 28 0 23 1 0 24 0 0 0 0 0 0 0 0 0 0 52 5:30 - 6:30 0 24 0 0 24 0 24 2 0 26 0 0 0 0 0 1 0 0 0 1 51 5:45 - 6:45 0 24 0 0 24 0 27 2 0 29 0 0 0 0 0 1 0 0 0 1 54 6:00 - 7:00 0 28 0 0 28 0 28 1 0 29 0 0 0 0 0 1 0 0 0 1 58 PEAK HOUR 4:30 - 5:30 1340 0350530 1540 0 0 0 0 1 0 0 0 190

13 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Belvedere Boulevard Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Belvedere Boulevard N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 1 0 1 0 0 0 0 0 0 0 0 0 1 6:45 - 7:00 0 1 0 1 0 0 0 0 0 0 0 0 0 1 7:00 - 7:15 0 4 0 4 0 0 0 0 0 0 0 0 0 4 7:15 - 7:30 1 3 0 4 0 0 0 0 0 0 0 0 0 4 7:30 - 7:45 0 5 0 5 2 0 0 2 0 0 0 0 0 7 7:45 - 8:00 0 2 0 2 0 0 0 0 0 0 0 0 0 2 8:00 - 8:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 8:15 - 8:30 0 4 0 4 0 0 0 0 0 0 0 0 0 4 8:30 - 8:45 0 1 0 1 0 0 0 0 0 0 0 0 0 1 8:45 - 9:00 0 3 0 3 0 0 0 0 0 0 0 0 0 3 9:00 - 9:15 0 1 0 1 1 0 0 1 0 0 0 0 0 2 9:15 - 9:30 0 2 0 2 1 0 0 1 0 0 0 0 0 3 3 Hr Totals 128002904004000000000033 1 Hr Totals 6:30 - 7:30 1 9 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 6:45 - 7:45 1 13 0 0 14 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 16 7:00 - 8:00 1 14 0 0 15 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 17 7:15 - 8:15 1 11 0 0 12 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 14 7:30 - 8:30 0 12 0 0 12 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 14 7:45 - 8:45 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8:00 - 9:00 0 9 0 0 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 8:15 - 9:15 0 9 0 0 9 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 10 8:30 - 9:30 0 7 0 0 7 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 9 PEAK HOUR 7:30 - 8:30 012001202002000000000014 PM 4:00 - 4:15 0 1 0 1 0 0 0 0 0 0 0 0 0 1 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 2 0 2 0 0 0 0 0 0 0 0 0 2 4:45 - 5:00 0 4 0 4 1 0 0 1 0 0 0 0 0 5 5:00 - 5:15 0 0 0 0 2 0 0 2 0 0 0 0 0 2 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 0 0 0 1 0 0 1 0 0 0 0 0 1 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 1 0 1 0 0 0 0 0 0 0 0 0 1 6:30 - 6:45 0 0 0 0 1 0 0 1 0 0 0 0 0 1 6:45 - 7:00 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3 Hr Totals 0800806006000000000014 1 Hr Totals 4:00 - 5:00 0 7 0 0 7 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 8 4:15 - 5:15 0 6 0 0 6 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 9 4:30 - 5:30 0 6 0 0 6 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 9 4:45 - 5:45 0 4 0 0 4 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 7 5:00 - 6:00 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3 5:15 - 6:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:30 - 6:30 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 5:45 - 6:45 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 6:00 - 7:00 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 PEAK HOUR 4:30 - 5:30 060060300300000000009

14 BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Belvedere Boulevard Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Belvedere Boulevard N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 000000000000000000000 1 Hr Totals 6:30 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:30 - 8:30 000000000000000000000 PM 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 1 0 1 0 0 0 0 0 0 0 0 0 1 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 010010000000000000001 1 Hr Totals 4:00 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 - 7:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 PEAK HOUR 4:30 - 5:30 000000000000000000000

15 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Belvedere Boulevard Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 NORTH LEG SOUTH LEG MD 97 MD 97 TIME Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 2 0 7:00 - 7:15 0 0 2 0 7:15 - 7:30 0 0 0 0 7:30 - 7:45 0 0 1 0 7:45 - 8:00 0 0 0 0 8:00 - 8:15 1 0 0 0 8:15 - 8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00 - 9:15 2 0 0 0 9:15 - 9:30 0 0 1 0 TOTALS 3 0 6 0 PM 4:00 - 4:15 0 0 0 0 4:15 - 4:30 0 0 0 0 4:30 - 4:45 0 0 2 0 4:45 - 5:00 0 0 1 0 5:00 - 5:15 0 0 2 0 5:15 - 5:30 0 0 0 0 5:30 - 5:45 1 0 2 0 5:45 - 6:00 0 0 0 0 6:00 - 6:15 2 0 0 0 6:15 - 6:30 0 0 0 0 6:30 - 6:45 1 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 4 0 7 0

EAST LEG WEST LEG Belvedere Boulevard Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 0 0 6:45 - 7:00 5 0 7:00 - 7:15 0 0 7:15 - 7:30 1 0 7:30 - 7:45 2 0 7:45 - 8:00 3 1 8:00 - 8:15 1 1 8:15 - 8:30 2 0 8:30 - 8:45 1 0 8:45 - 9:00 2 0 9:00 - 9:15 2 0 9:15 - 9:30 2 1 TOTALS 0 0 21 3 PM 4:00 - 4:15 3 0 4:15 - 4:30 2 0 4:30 - 4:45 3 0 4:45 - 5:00 2 0 5:00 - 5:15 4 1 5:15 - 5:30 2 1 5:30 - 5:45 2 0 5:45 - 6:00 5 1 6:00 - 6:15 0 0 6:15 - 6:30 0 0 6:30 - 6:45 0 0 6:45 - 7:00 0 0 TOTALS 0 0 23 3

16 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Arthur Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 1 00010000000000 2 0 0 0 2 3 6:45 - 7:00 0 00000000000000 1 0 0 0 1 1 7:00 - 7:15 0 00000000000000 1 0 0 0 1 1 7:15 - 7:30 0 00000000000000 0 0 0 0 0 0 7:30 - 7:45 0 00000000000000 4 0 0 0 4 4 7:45 - 8:00 0 00000000000000 2 0 0 0 2 2 8:00 - 8:15 1 00010000000000 1 0 0 0 1 2 8:15 - 8:30 0 00000000000000 1 0 0 0 1 1 8:30 - 8:45 1 00010000000000 1 0 0 0 1 2 8:45 - 9:00 0 00000000000000 1 0 0 0 1 1 9:00 - 9:15 2 00020000000000 3 0 0 0 3 5 9:15 - 9:30 2 00020000000000 0 0 0 0 0 2 3 Hr Totals 7 00070000000000 17 0 0 0 17 24 1 Hr Totals 6:30 - 7:30 1 00010000000000 4 0 0 0 4 5 6:45 - 7:45 0 00000000000000 6 0 0 0 6 6 7:00 - 8:00 0 00000000000000 7 0 0 0 7 7 7:15 - 8:15 1 00010000000000 7 0 0 0 7 8 7:30 - 8:30 1 00010000000000 8 0 0 0 8 9 7:45 - 8:45 2 00020000000000 5 0 0 0 5 7 8:00 - 9:00 2 00020000000000 4 0 0 0 4 6 8:15 - 9:15 3 00030000000000 6 0 0 0 6 9 8:30 - 9:30 5 00050000000000 5 0 0 0 5 10 PEAK HOUR 7:30 - 8:30 1 8 PM 4:00 - 4:15 1 00010000000000 2 0 0 0 2 3 4:15 - 4:30 2 00020000000000 1 0 0 0 1 3 4:30 - 4:45 2 00020000000000 1 0 0 0 1 3 4:45 - 5:00 1 00010000000000 2 0 0 0 2 3 5:00 - 5:15 1 00010000000000 2 0 0 0 2 3 5:15 - 5:30 4 00040000000000 1 0 0 0 1 5 5:30 - 5:45 1 00010000000000 1 0 0 0 1 2 5:45 - 6:00 1 00010000000000 2 0 0 0 2 3 6:00 - 6:15 2 00020000000000 0 0 0 0 0 2 6:15 - 6:30 0 00000000000000 0 0 0 0 0 0 6:30 - 6:45 1 00010000000000 0 0 0 0 0 1 6:45 - 7:00 0 00000000000000 1 0 0 0 1 1 3 Hr Totals 16 0 00160000000000 13 0 0 0 13 29 1 Hr Totals 4:00 - 5:00 6 00060000000000 6 0 0 0 6 12 4:15 - 5:15 6 00060000000000 6 0 0 0 6 12 4:30 - 5:30 8 00080000000000 6 0 0 0 6 14 4:45 - 5:45 7 00070000000000 6 0 0 0 6 13 5:00 - 6:00 7 00070000000000 6 0 0 0 6 13 5:15 - 6:15 8 00080000000000 4 0 0 0 4 12 5:30 - 6:30 4 00040000000000 3 0 0 0 3 7 5:45 - 6:45 4 00040000000000 2 0 0 0 2 6 6:00 - 7:00 3 00030000000000 1 0 0 0 1 4 PEAK HOUR 4:30 - 5:30 8 6

17 BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Arthur Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

18 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Arthur Avenue Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 NORTH LEG SOUTH LEG MD 97 MD 97 TIME Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 7:00 - 7:15 0 0 0 0 7:15 - 7:30 0 0 0 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 0 0 8:00 - 8:15 0 0 0 0 8:15 - 8:30 0 0 0 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00 - 9:15 0 0 0 0 9:15 - 9:30 0 0 0 0 TOTALS 0 0 0 0 PM 4:00 - 4:15 0 0 0 0 4:15 - 4:30 0 0 0 0 4:30 - 4:45 0 0 0 0 4:45 - 5:00 0 0 0 0 5:00 - 5:15 0 0 0 0 5:15 - 5:30 0 0 0 0 5:30 - 5:45 1 0 0 0 5:45 - 6:00 0 0 0 0 6:00 - 6:15 0 0 0 0 6:15 - 6:30 0 0 0 0 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 TOTALS 1 0 0 0

EAST LEG WEST LEG Arthur Avenue Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 4 0 6:45 - 7:00 5 0 7:00 - 7:15 4 0 7:15 - 7:30 1 0 7:30 - 7:45 2 0 7:45 - 8:00 1 1 8:00 - 8:15 1 1 8:15 - 8:30 2 1 8:30 - 8:45 5 0 8:45 - 9:00 2 0 9:00 - 9:15 3 0 9:15 - 9:30 3 0 TOTALS 0 0 33 3 PM 4:00 - 4:15 1 0 4:15 - 4:30 2 0 4:30 - 4:45 1 0 4:45 - 5:00 6 0 5:00 - 5:15 1 0 5:15 - 5:30 0 1 5:30 - 5:45 1 0 5:45 - 6:00 2 1 6:00 - 6:15 2 0 6:15 - 6:30 1 0 6:30 - 6:45 4 0 6:45 - 7:00 0 0 TOTALS 0 0 21 2

19 2. Georgia Ave (N/S) & Belvedere Blvd (E/W) 3. Georgia Ave (N/S) & Arthur Ave (E/W)

N➤ ➤ 300 ft

20 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Forest Glen Road Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Forest Glen Road on: Forest Glen Road N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 18 523 0 0 541 72 128 0 0 200 9 52 83 0 144 29 7 6 0 42 927 6:45 - 7:00 19 555 0 0 574 83 168 0 0 251 10 48 92 0 150 24 11 6 0 41 1016 7:00 - 7:15 7 556 0 0 563 58 167 0 0 225 7 66 93 0 166 34 11 5 0 50 1004 7:15 - 7:30 15 593 0 0 608 50 217 0 0 267 9 79 125 0 213 59 14 7 0 80 1168 7:30 - 7:45 17 717 2 0 736 53 225 0 0 278 8 91 120 0 219 66 35 16 0 117 1350 7:45 - 8:00 18 733 0 0 751 69 235 1 0 305 14 89 121 0 224 66 31 16 0 113 1393 8:00 - 8:15 14 700 0 0 714 83 201 0 0 284 7 93 118 0 218 68 29 12 1 110 1326 8:15 - 8:30 22 696 0 0 718 85 247 0 0 332 8 99 125 0 232 70 23 20 0 113 1395 8:30 - 8:45 17 534 0 0 551 73 215 0 0 288 10 80 119 0 209 70 41 15 0 126 1174 8:45 - 9:00 11 450 2 0 463 77 212 0 0 289 19 67 98 0 184 42 28 16 0 86 1022 9:00 - 9:15 9 500 1 0 510 66 245 0 0 311 13 52 103 2 170 35 25 8 0 68 1059 9:15 - 9:30 17 477 0 1 495 72 268 0 0 340 18 54 91 0 163 16 28 11 0 55 1053 3 Hr Totals 184 7034 5 1 7224 841 2528 1 0 3370 132 870 1288 2 2292 579 283 138 1 1001 13887 1 Hr Totals 6:30 - 7:30 59 2227 0 0 2286 263 680 0 0 943 35 245 393 0 673 146 43 24 0 213 4115 6:45 - 7:45 58 2421 2 0 2481 244 777 0 0 1021 34 284 430 0 748 183 71 34 0 288 4538 7:00 - 8:00 57 2599 2 0 2658 230 844 1 0 1075 38 325 459 0 822 225 91 44 0 360 4915 7:15 - 8:15 64 2743 2 0 2809 255 878 1 0 1134 38 352 484 0 874 259 109 51 1 420 5237 7:30 - 8:30 71 2846 2 0 2919 290 908 1 0 1199 37 372 484 0 893 270 118 64 1 453 5464 7:45 - 8:45 71 2663 0 0 2734 310 898 1 0 1209 39 361 483 0 883 274 124 63 1 462 5288 8:00 - 9:00 64 2380 2 0 2446 318 875 0 0 1193 44 339 460 0 843 250 121 63 1 435 4917 8:15 - 9:15 59 2180 3 0 2242 301 919 0 0 1220 50 298 445 2 795 217 117 59 0 393 4650 8:30 - 9:30 54 1961 3 1 2019 288 940 0 0 1228 60 253 411 2 726 163 122 50 0 335 4308 PEAK HOUR 7:30 - 8:30 71 2846 2 0 2919 290 908 1 0 1199 37 372 484 0 893 270 118 64 1 453 5464 PM 4:00 - 4:15 34 405 0 0 439 96 554 0 0 650 27 34 76 0 137 66 84 47 0 197 1423 4:15 - 4:30 16 428 0 0 444 80 543 0 0 623 28 35 84 0 147 58 77 49 0 184 1398 4:30 - 4:45 14 456 0 0 470 78 574 0 0 652 23 46 72 0 141 55 80 55 0 190 1453 4:45 - 5:00 24 455 0 0 479 101 594 0 0 695 23 56 81 0 160 40 86 46 0 172 1506 5:00 - 5:15 20 447 0 0 467 101 608 0 0 709 21 60 93 0 174 50 89 47 0 186 1536 5:15 - 5:30 29 434 0 0 463 106 585 0 0 691 24 43 84 0 151 45 110 48 0 203 1508 5:30 - 5:45 32 378 0 0 410 110 548 1 0 659 28 49 68 0 145 39 116 42 0 197 1411 5:45 - 6:00 24 361 0 0 385 102 575 1 0 678 25 45 69 0 139 40 105 41 0 186 1388 6:00 - 6:15 21 357 0 0 378 94 579 0 0 673 13 43 53 0 109 63 109 44 0 216 1376 6:15 - 6:30 19 331 0 0 350 97 544 0 0 641 14 49 51 0 114 47 94 54 0 195 1300 6:30 - 6:45 13 357 0 0 370 116 605 0 0 721 14 24 47 0 85 44 71 29 0 144 1320 6:45 - 7:00 17 340 0 0 357 120 516 0 0 636 17 35 56 0 108 30 71 31 1 133 1234 3 Hr Totals 263 4749 0 0 5012 1201 6825 2 0 8028 257 519 834 0 1610 577 1092 533 1 2203 16853 1 Hr Totals 4:00 - 5:00 88 1744 0 0 1832 355 2265 0 0 2620 101 171 313 0 585 219 327 197 0 743 5780 4:15 - 5:15 74 1786 0 0 1860 360 2319 0 0 2679 95 197 330 0 622 203 332 197 0 732 5893 4:30 - 5:30 87 1792 0 0 1879 386 2361 0 0 2747 91 205 330 0 626 190 365 196 0 751 6003 4:45 - 5:45 105 1714 0 0 1819 418 2335 1 0 2754 96 208 326 0 630 174 401 183 0 758 5961 5:00 - 6:00 105 1620 0 0 1725 419 2316 2 0 2737 98 197 314 0 609 174 420 178 0 772 5843 5:15 - 6:15 106 1530 0 0 1636 412 2287 2 0 2701 90 180 274 0 544 187 440 175 0 802 5683 5:30 - 6:30 96 1427 0 0 1523 403 2246 2 0 2651 80 186 241 0 507 189 424 181 0 794 5475 5:45 - 6:45 77 1406 0 0 1483 409 2303 1 0 2713 66 161 220 0 447 194 379 168 0 741 5384 6:00 - 7:00 70 1385 0 0 1455 427 2244 0 0 2671 58 151 207 0 416 184 345 158 1 688 5230 PEAK HOUR 4:30 - 5:30 87 1792 0 0 1879 386 2361 0 0 2747 91 205 330 0 626 190 365 196 0 751 6003

21 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Forest Glen Road Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Forest Glen Road on: Forest Glen Road N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 18 511 0 0 529 71 124 0 0 195 6 48 81 0 135 29 6 5 0 40 899 6:45 - 7:00 18 539 0 0 557 80 154 0 0 234 8 45 91 0 144 24 8 6 0 38 973 7:00 - 7:15 5 543 0 0 548 56 156 0 0 212 5 62 91 0 158 34 8 5 0 47 965 7:15 - 7:30 15 569 0 0 584 48 206 0 0 254 5 74 124 0 203 58 13 5 0 76 1117 7:30 - 7:45 16 693 2 0 711 51 213 0 0 264 6 86 118 0 210 66 30 16 0 112 1297 7:45 - 8:00 18 720 0 0 738 68 223 1 0 292 12 88 121 0 221 64 28 15 0 107 1358 8:00 - 8:15 14 679 0 0 693 83 198 0 0 281 5 89 114 0 208 68 25 12 1 106 1288 8:15 - 8:30 22 671 0 0 693 85 239 0 0 324 7 96 125 0 228 68 21 19 0 108 1353 8:30 - 8:45 17 509 0 0 526 69 200 0 0 269 8 76 117 0 201 68 37 15 0 120 1116 8:45 - 9:00 10 425 2 0 437 75 203 0 0 278 16 60 94 0 170 39 25 10 0 74 959 9:00 - 9:15 6 478 1 0 485 66 231 0 0 297 10 49 101 2 162 35 20 7 0 62 1006 9:15 - 9:30 16 461 0 1 478 71 249 0 0 320 16 50 91 0 157 15 27 10 0 52 1007 3 Hr Totals 175 6798 5 1 6979 823 2396 1 0 3220 104 823 1268 2 2197 568 248 125 1 942 13338 1 Hr Totals 6:30 - 7:30 56 2162 0 0 2218 255 640 0 0 895 24 229 387 0 640 145 35 21 0 201 3954 6:45 - 7:45 54 2344 2 0 2400 235 729 0 0 964 24 267 424 0 715 182 59 32 0 273 4352 7:00 - 8:00 54 2525 2 0 2581 223 798 1 0 1022 28 310 454 0 792 222 79 41 0 342 4737 7:15 - 8:15 63 2661 2 0 2726 250 840 1 0 1091 28 337 477 0 842 256 96 48 1 401 5060 7:30 - 8:30 70 2763 2 0 2835 287 873 1 0 1161 30 359 478 0 867 266 104 62 1 433 5296 7:45 - 8:45 71 2579 0 0 2650 305 860 1 0 1166 32 349 477 0 858 268 111 61 1 441 5115 8:00 - 9:00 63 2284 2 0 2349 312 840 0 0 1152 36 321 450 0 807 243 108 56 1 408 4716 8:15 - 9:15 55 2083 3 0 2141 295 873 0 0 1168 41 281 437 2 761 210 103 51 0 364 4434 8:30 - 9:30 49 1873 3 1 1926 281 883 0 0 1164 50 235 403 2 690 157 109 42 0 308 4088 PEAK HOUR 7:30 - 8:30 70 2763 2 0 2835 287 873 1 0 1161 30 359 478 0 867 266 104 62 1 433 5296 PM 4:00 - 4:15 33 392 0 0 425 95 545 0 0 640 26 32 74 0 132 65 79 44 0 188 1385 4:15 - 4:30 16 413 0 0 429 79 535 0 0 614 28 34 82 0 144 57 75 48 0 180 1367 4:30 - 4:45 13 444 0 0 457 73 558 0 0 631 22 44 69 0 135 54 76 55 0 185 1408 4:45 - 5:00 24 440 0 0 464 99 582 0 0 681 23 56 79 0 158 38 81 46 0 165 1468 5:00 - 5:15 19 439 0 0 458 99 596 0 0 695 20 56 93 0 169 50 87 45 0 182 1504 5:15 - 5:30 29 428 0 0 457 105 578 0 0 683 22 38 84 0 144 45 105 48 0 198 1482 5:30 - 5:45 31 373 0 0 404 105 545 1 0 651 27 48 67 0 142 39 112 42 0 193 1390 5:45 - 6:00 24 355 0 0 379 102 568 1 0 671 23 43 68 0 134 40 103 41 0 184 1368 6:00 - 6:15 20 349 0 0 369 93 575 0 0 668 12 40 52 0 104 63 106 44 0 213 1354 6:15 - 6:30 19 329 0 0 348 97 535 0 0 632 14 48 51 0 113 46 90 54 0 190 1283 6:30 - 6:45 13 350 0 0 363 114 597 0 0 711 13 23 46 0 82 44 71 29 0 144 1300 6:45 - 7:00 16 335 0 0 351 118 512 0 0 630 15 33 55 0 103 30 66 30 1 127 1211 3 Hr Totals 257 4647 0 0 4904 1179 6726 2 0 7907 245 495 820 0 1560 571 1051 526 1 2149 16520 1 Hr Totals 4:00 - 5:00 86 1689 0 0 1775 346 2220 0 0 2566 99 166 304 0 569 214 311 193 0 718 5628 4:15 - 5:15 72 1736 0 0 1808 350 2271 0 0 2621 93 190 323 0 606 199 319 194 0 712 5747 4:30 - 5:30 85 1751 0 0 1836 376 2314 0 0 2690 87 194 325 0 606 187 349 194 0 730 5862 4:45 - 5:45 103 1680 0 0 1783 408 2301 1 0 2710 92 198 323 0 613 172 385 181 0 738 5844 5:00 - 6:00 103 1595 0 0 1698 411 2287 2 0 2700 92 185 312 0 589 174 407 176 0 757 5744 5:15 - 6:15 104 1505 0 0 1609 405 2266 2 0 2673 84 169 271 0 524 187 426 175 0 788 5594 5:30 - 6:30 94 1406 0 0 1500 397 2223 2 0 2622 76 179 238 0 493 188 411 181 0 780 5395 5:45 - 6:45 76 1383 0 0 1459 406 2275 1 0 2682 62 154 217 0 433 193 370 168 0 731 5305 6:00 - 7:00 68 1363 0 0 1431 422 2219 0 0 2641 54 144 204 0 402 183 333 157 1 674 5148 PEAK HOUR 4:30 - 5:30 85 1751 0 0 1836 376 2314 0 0 2690 87 194 325 0 606 187 349 194 0 730 5862

22 MEDIUMS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Forest Glen Road Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Forest Glen Road on: Forest Glen Road N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 10 0 0 10 1 4 0 0 5 3 4 2 0 9 0 1 1 0 2 26 6:45 - 7:00 1 13 0 0 14 3 13 0 0 16 2 3 1 0 6 0 3 0 0 3 39 7:00 - 7:15 2 13 0 0 15 2 10 0 0 12 2 4 2 0 8 0 3 0 0 3 38 7:15 - 7:30 0 19 0 0 19 2 11 0 0 13 4 5 1 0 10 1 1 2 0 4 46 7:30 - 7:45 1 21 0 0 22 1 10 0 0 11 2 5 2 0 9 0 5 0 0 5 47 7:45 - 8:00 0 12 0 0 12 1 12 0 0 13 2 1 0 0 3 2 3 1 0 6 34 8:00 - 8:15 0 18 0 0 18 0 3 0 0 3 2 4 3 0 9 0 4 0 0 4 34 8:15 - 8:30 0 24 0 0 24 0 8 0 0 8 1 3 0 0 4 2 2 1 0 5 41 8:30 - 8:45 0 25 0 0 25 4 14 0 0 18 2 4 2 0 8 2 4 0 0 6 57 8:45 - 9:00 1 23 0 0 24 2 9 0 0 11 3 7 4 0 14 3 3 6 0 12 61 9:00 - 9:15 2 22 0 0 24 0 11 0 0 11 3 3 2 0 8 0 5 1 0 6 49 9:15 - 9:30 1 13 0 0 14 0 17 0 0 17 2 4 0 0 6 1 1 1 0 3 40 3 Hr Totals 8 213 0 0 221 16 122 0 0 138 28 47 19 0 94 11 35 13 0 59 512 1 Hr Totals 6:30 - 7:30 3 55 0 0 58 8 38 0 0 46 11 16 6 0 33 1 8 3 0 12 149 6:45 - 7:45 4 66 0 0 70 8 44 0 0 52 10 17 6 0 33 1 12 2 0 15 170 7:00 - 8:00 3 65 0 0 68 6 43 0 0 49 10 15 5 0 30 3 12 3 0 18 165 7:15 - 8:15 1 70 0 0 71 4 36 0 0 40 10 15 6 0 31 3 13 3 0 19 161 7:30 - 8:30 1 75 0 0 76 2 33 0 0 35 7 13 5 0 25 4 14 2 0 20 156 7:45 - 8:45 0 79 0 0 79 5 37 0 0 42 7 12 5 0 24 6 13 2 0 21 166 8:00 - 9:00 1 90 0 0 91 6 34 0 0 40 8 18 9 0 35 7 13 7 0 27 193 8:15 - 9:15 3 94 0 0 97 6 42 0 0 48 9 17 8 0 34 7 14 8 0 29 208 8:30 - 9:30 4 83 0 0 87 6 51 0 0 57 10 18 8 0 36 6 13 8 0 27 207 PEAK HOUR 7:30 - 8:30 1 75 0 0 76 2 33 0 0 35 7 13 5 0 25 4 14 2 0 20 156 PM 4:00 - 4:15 1 12 0 0 13 1 9 0 0 10 1 2 2 0 5 1 5 3 0 9 37 4:15 - 4:30 0 15 0 0 15 1 6 0 0 7 0 1 0 0 1 1 2 1 0 4 27 4:30 - 4:45 1 10 0 0 11 5 15 0 0 20 1 2 3 0 6 1 4 0 0 5 42 4:45 - 5:00 0 12 0 0 12 1 12 0 0 13 0 0 2 0 2 2 5 0 0 7 34 5:00 - 5:15 1 6 0 0 7 2 11 0 0 13 1 4 0 0 5 0 2 2 0 4 29 5:15 - 5:30 0 5 0 0 5 1 7 0 0 8 2 5 0 0 7 0 5 0 0 5 25 5:30 - 5:45 1 5 0 0 6 5 3 0 0 8 1 1 1 0 3 0 4 0 0 4 21 5:45 - 6:00 0 5 0 0 5 0 6 0 0 6 2 2 1 0 5 0 2 0 0 2 18 6:00 - 6:15 1 8 0 0 9 1 4 0 0 5 1 3 1 0 5 0 3 0 0 3 22 6:15 - 6:30 0 1 0 0 1 0 9 0 0 9 0 1 0 0 1 1 4 0 0 5 16 6:30 - 6:45 0 7 0 0 7 2 6 0 0 8 1 1 1 0 3 0 0 0 0 0 18 6:45 - 7:00 1 5 0 0 6 2 4 0 0 6 2 2 1 0 5 0 5 1 0 6 23 3 Hr Totals 6 91 0 0 97 21 92 0 0 113 12 24 12 0 48 6 41 7 0 54 312 1 Hr Totals 4:00 - 5:00 2 49 0 0 51 8 42 0 0 50 2 5 7 0 14 5 16 4 0 25 140 4:15 - 5:15 2 43 0 0 45 9 44 0 0 53 2 7 5 0 14 4 13 3 0 20 132 4:30 - 5:30 2 33 0 0 35 9 45 0 0 54 4 11 5 0 20 3 16 2 0 21 130 4:45 - 5:45 2 28 0 0 30 9 33 0 0 42 4 10 3 0 17 2 16 2 0 20 109 5:00 - 6:00 2 21 0 0 23 8 27 0 0 35 6 12 2 0 20 0 13 2 0 15 93 5:15 - 6:15 2 23 0 0 25 7 20 0 0 27 6 11 3 0 20 0 14 0 0 14 86 5:30 - 6:30 2 19 0 0 21 6 22 0 0 28 4 7 3 0 14 1 13 0 0 14 77 5:45 - 6:45 1 21 0 0 22 3 25 0 0 28 4 7 3 0 14 1 9 0 0 10 74 6:00 - 7:00 2 21 0 0 23 5 23 0 0 28 4 7 3 0 14 1 12 1 0 14 79 PEAK HOUR 4:30 - 5:30 2 33 0 0 35 9 45 0 0 54 4 11 5 0 20 3 16 2 0 21 130

23 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Forest Glen Road Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Forest Glen Road on: Forest Glen Road N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6:45 - 7:00 0 3 0 0 3 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 4 7:00 - 7:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:15 - 7:30 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7:30 - 7:45 0 3 0 0 3 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 6 7:45 - 8:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 - 8:15 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 4 8:15 - 8:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 - 8:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:45 - 9:00 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 - 9:15 1 0 0 0 1 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 4 9:15 - 9:30 0 3 0 0 3 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 6 3 Hr Totals 1230 0242100 0120 0 1 0 1 0 0 0 0 037 1 Hr Totals 6:30 - 7:30 0 10 0 0 10 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 12 6:45 - 7:45 0 11 0 0 11 1 4 0 0 5 0 0 0 0 0 0 0 0 0 0 16 7:00 - 8:00 0 9 0 0 9 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 13 7:15 - 8:15 0 12 0 0 12 1 2 0 0 3 0 0 1 0 1 0 0 0 0 0 16 7:30 - 8:30 0 8 0 0 8 1 2 0 0 3 0 0 1 0 1 0 0 0 0 0 12 7:45 - 8:45 0 5 0 0 5 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 7 8:00 - 9:00 0 6 0 0 6 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 8 8:15 - 9:15 1 3 0 0 4 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 8 8:30 - 9:30 1 5 0 0 6 1 6 0 0 7 0 0 0 0 0 0 0 0 0 0 13 PEAK HOUR 7:30 - 8:30 0800812003001010000012 PM 4:00 - 4:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:15 - 4:30 0 0 0 0 0 0 2 0 0 2 0 0 2 0 2 0 0 0 0 0 4 4:30 - 4:45 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 4:45 - 5:00 0 3 0 0 3 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 4 5:00 - 5:15 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 5:15 - 5:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:30 - 6:45 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 011001117008002020000021 1 Hr Totals 4:00 - 5:00 0 6 0 0 6 1 3 0 0 4 0 0 2 0 2 0 0 0 0 0 12 4:15 - 5:15 0 7 0 0 7 1 4 0 0 5 0 0 2 0 2 0 0 0 0 0 14 4:30 - 5:30 0 8 0 0 8 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 11 4:45 - 5:45 0 6 0 0 6 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 8 5:00 - 6:00 0 4 0 0 4 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 6 5:15 - 6:15 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 5:30 - 6:30 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 5:45 - 6:45 0 2 0 0 2 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 5 6:00 - 7:00 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3 PEAK HOUR 4:30 - 5:30 0800812003000000000011

24 BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Forest Glen Road Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: MD 97 on: MD 97 on: Forest Glen Road on: Forest Glen Road N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 7:15 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3 7:15 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 8:00 - 8:15 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 - 8:30 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 9:15 - 9:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 Hr Totals 0600610001030030200212 1 Hr Totals 6:30 - 7:30 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4 6:45 - 7:45 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 5 7:00 - 8:00 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 6 7:15 - 8:15 0 1 0 0 1 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 4 7:30 - 8:30 0 3 0 0 3 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 6 7:45 - 8:45 0 2 0 0 2 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 4 8:00 - 9:00 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 3 8:15 - 9:15 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3 8:30 - 9:30 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 PEAK HOUR 7:30 - 8:30 030031000102002000006 PM 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 3 0 0 3 5 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 4 0 0 4 5 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 3 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 4 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 3 Hr Totals 000000000006006119102127 1 Hr Totals 4:00 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 0 0 6 6 4:15 - 5:15 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 6 0 0 7 9 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 1 10 0 0 11 14 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 11 1 0 12 15 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 11 1 0 12 17 5:15 - 6:15 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 8 1 0 9 12 5:30 - 6:30 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 5 1 0 6 8 5:45 - 6:45 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 5 0 0 5 7 6:00 - 7:00 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4 PEAK HOUR 4:30 - 5:30 000000000003003110001114

25 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY Counted by: VCU Intersection of: MD 97 Date: June 06, 2018 Wednesday and: Forest Glen Road Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: TT Star Rating: 4 NORTH LEG SOUTH LEG MD 97 MD 97 TIME Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 3 0 14 0 6:45 - 7:00 9 1 15 0 7:00 - 7:15 8 0 11 0 7:15 - 7:30 9 2 6 0 7:30 - 7:45 7 0 16 0 7:45 - 8:00 18 2 14 0 8:00 - 8:15 7 0 20 1 8:15 - 8:30 10 3 18 0 8:30 - 8:45 5 1 4 0 8:45 - 9:00 8 1 6 0 9:00 - 9:15 2 0 11 0 9:15 - 9:30 5 0 7 0 TOTALS 91 10 142 1 PM 4:00 - 4:15 7 0 8 0 4:15 - 4:30 8 0 8 0 4:30 - 4:45 4 0 6 0 4:45 - 5:00 15 0 14 0 5:00 - 5:15 7 1 12 0 5:15 - 5:30 4 1 17 0 5:30 - 5:45 9 1 11 0 5:45 - 6:00 16 0 16 1 6:00 - 6:15 11 3 11 0 6:15 - 6:30 12 1 9 1 6:30 - 6:45 16 0 8 0 6:45 - 7:00 6 0 6 0 TOTALS 115 7 126 2

EAST LEG WEST LEG Forest Glen Road Forest Glen Road Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 10 0 2 0 6:45 - 7:00 8 0 9 0 7:00 - 7:15 9 0 6 0 7:15 - 7:30 8 0 7 0 7:30 - 7:45 8 0 11 0 7:45 - 8:00 14 1 16 0 8:00 - 8:15 12 2 12 1 8:15 - 8:30 12 1 12 0 8:30 - 8:45 11 1 6 0 8:45 - 9:00 6 1 3 0 9:00 - 9:15 5 0 9 0 9:15 - 9:30 7 0 5 0 TOTALS 110 6 98 1 PM 4:00 - 4:15 9 0 9 0 4:15 - 4:30 4 0 7 0 4:30 - 4:45 4 0 10 0 4:45 - 5:00 7 0 8 1 5:00 - 5:15 9 0 9 0 5:15 - 5:30 8 1 9 0 5:30 - 5:45 5 1 13 0 5:45 - 6:00 12 1 17 1 6:00 - 6:15 4 0 17 0 6:15 - 6:30 4 0 13 0 6:30 - 6:45 6 0 15 1 6:45 - 7:00 7 0 6 1 TOTALS 79 3 133 4

26 4. Georgia Ave (N/S) & Forest Glen Rd (E/W)

N➤ ➤ 400 ft

27 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Arthur Avenue Date: June 07, 2018 Thursday and: Belvedere Boulevard - Bonnywood Lane Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: SN Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Belvedere Boulevard on: Bonnywood Lane on: Arthur Avenue on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 5 6:45 - 7:00 3 0 0 1 4 0 1 1 0 2 0 0 0 0 0 0 0 2 0 2 8 7:00 - 7:15 4 0 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 4 0 4 9 7:15 - 7:30 12 0 0 0 12 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 16 7:30 - 7:45 12 1 0 0 13 0 5 4 0 9 1 1 0 0 2 0 0 4 0 4 28 7:45 - 8:00 12 1 0 0 13 0 0 4 0 4 0 0 0 0 0 0 0 6 0 6 23 8:00 - 8:15 22 0 0 0 22 0 3 3 0 6 0 0 0 0 0 1 0 3 0 4 32 8:15 - 8:30 15 1 0 0 16 0 0 4 0 4 0 0 0 0 0 1 0 4 0 5 25 8:30 - 8:45 12 0 0 0 12 0 4 0 0 4 0 0 0 0 0 0 0 4 0 4 20 8:45 - 9:00 5 1 0 0 6 0 1 4 0 5 0 0 0 0 0 1 0 1 0 2 13 9:00 - 9:15 11 0 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 3 0 4 15 9:15 - 9:30 11 0 0 0 11 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 13 3 Hr Totals 122 4 0 1 127 0 19 20 0 39 1 1 0 0 2 5 0 34 0 39 207 1 Hr Totals 6:30 - 7:30 22 0 0 1 23 0 5 1 0 6 0 0 0 0 0 1 0 8 0 9 38 6:45 - 7:45 31 1 0 1 33 0 10 5 0 15 1 1 0 0 2 0 0 11 0 11 61 7:00 - 8:00 40 2 0 0 42 0 9 8 0 17 1 1 0 0 2 0 0 15 0 15 76 7:15 - 8:15 58 2 0 0 60 0 11 11 0 22 1 1 0 0 2 1 0 14 0 15 99 7:30 - 8:30 61 3 0 0 64 0 8 15 0 23 1 1 0 0 2 2 0 17 0 19 108 7:45 - 8:45 61 2 0 0 63 0 7 11 0 18 0 0 0 0 0 2 0 17 0 19 100 8:00 - 9:00 54 2 0 0 56 0 8 11 0 19 0 0 0 0 0 3 0 12 0 15 90 8:15 - 9:15 43 2 0 0 45 0 5 8 0 13 0 0 0 0 0 3 0 12 0 15 73 8:30 - 9:30 39 1 0 0 40 0 6 4 0 10 0 0 0 0 0 2 0 9 0 11 61 PEAK HOUR 7:30 - 8:30 61 3 0 0 64 0 8 15 0 23 1 1 0 0 2 2 0 17 0 19108 PM 4:00 - 4:15 10 1 0 0 11 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 15 4:15 - 4:30 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0 3 0 5 0 8 11 4:30 - 4:45 5 0 0 0 5 0 0 2 0 2 0 0 0 0 0 7 0 2 1 10 17 4:45 - 5:00 10 0 0 0 10 0 2 1 0 3 0 0 0 0 0 2 0 8 0 10 23 5:00 - 5:15 12 1 0 1 14 0 2 2 0 4 0 0 0 0 0 1 0 6 0 7 25 5:15 - 5:30 5 0 0 0 5 0 1 1 0 2 0 0 0 0 0 1 0 6 0 7 14 5:30 - 5:45 13 0 0 0 13 0 1 2 0 3 0 0 0 0 0 2 0 4 0 6 22 5:45 - 6:00 6 2 0 0 8 0 1 1 0 2 0 0 0 0 0 5 0 3 0 8 18 6:00 - 6:15 4 0 0 0 4 0 2 1 0 3 0 0 0 0 0 1 0 2 0 3 10 6:15 - 6:30 4 0 0 0 4 0 0 1 0 1 0 0 0 0 0 1 0 2 0 3 8 6:30 - 6:45 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 10 6:45 - 7:00 5 0 0 0 5 0 3 1 0 4 0 0 0 0 0 1 0 3 0 4 13 3 Hr Totals 82 4 0 1 87 0 12 13 0 25 0 0 0 0 0 28 0 45 1 74 186 1 Hr Totals 4:00 - 5:00 27 1 0 0 28 0 2 4 0 6 0 0 0 0 0 14 0 17 1 32 66 4:15 - 5:15 29 1 0 1 31 0 4 6 0 10 0 0 0 0 0 13 0 21 1 35 76 4:30 - 5:30 32 1 0 1 34 0 5 6 0 11 0 0 0 0 0 11 0 22 1 34 79 4:45 - 5:45 40 1 0 1 42 0 6 6 0 12 0 0 0 0 0 6 0 24 0 30 84 5:00 - 6:00 36 3 0 1 40 0 5 6 0 11 0 0 0 0 0 9 0 19 0 28 79 5:15 - 6:15 28 2 0 0 30 0 5 5 0 10 0 0 0 0 0 9 0 15 0 24 64 5:30 - 6:30 27 2 0 0 29 0 4 5 0 9 0 0 0 0 0 9 0 11 0 20 58 5:45 - 6:45 20 2 0 0 22 0 3 3 0 6 0 0 0 0 0 9 0 9 0 18 46 6:00 - 7:00 19 0 0 0 19 0 5 3 0 8 0 0 0 0 0 5 0 9 0 14 41 PEAK HOUR 4:45 - 5:45 40 1 0 1 42 0 6 6 0 12 0 0 0 0 0 6 0 24 0 3084

28 CARS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Arthur Avenue Date: June 07, 2018 Thursday and: Belvedere Boulevard - Bonnywood Lane Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: SN Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Belvedere Boulevard on: Bonnywood Lane on: Arthur Avenue on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 5 6:45 - 7:00 3 0 0 1 4 0 1 1 0 2 0 0 0 0 0 0 0 2 0 2 8 7:00 - 7:15 4 0 0 0 4 0 1 0 0 1 0 0 0 0 0 0 0 4 0 4 9 7:15 - 7:30 12 0 0 0 12 0 3 0 0 3 0 0 0 0 0 0 0 1 0 1 16 7:30 - 7:45 12 1 0 0 13 0 5 4 0 9 1 1 0 0 2 0 0 4 0 4 28 7:45 - 8:00 12 1 0 0 13 0 0 4 0 4 0 0 0 0 0 0 0 5 0 5 22 8:00 - 8:15 22 0 0 0 22 0 3 3 0 6 0 0 0 0 0 1 0 3 0 4 32 8:15 - 8:30 15 1 0 0 16 0 0 4 0 4 0 0 0 0 0 1 0 3 0 4 24 8:30 - 8:45 12 0 0 0 12 0 3 0 0 3 0 0 0 0 0 0 0 4 0 4 19 8:45 - 9:00 5 1 0 0 6 0 1 4 0 5 0 0 0 0 0 1 0 1 0 2 13 9:00 - 9:15 11 0 0 0 11 0 0 0 0 0 0 0 0 0 0 1 0 3 0 4 15 9:15 - 9:30 11 0 0 0 11 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 13 3 Hr Totals 122 4 0 1 127 0 18 20 0 38 1 1 0 0 2 5 0 32 0 37 204 1 Hr Totals 6:30 - 7:30 22 0 0 1 23 0 5 1 0 6 0 0 0 0 0 1 0 8 0 9 38 6:45 - 7:45 31 1 0 1 33 0 10 5 0 15 1 1 0 0 2 0 0 11 0 11 61 7:00 - 8:00 40 2 0 0 42 0 9 8 0 17 1 1 0 0 2 0 0 14 0 14 75 7:15 - 8:15 58 2 0 0 60 0 11 11 0 22 1 1 0 0 2 1 0 13 0 14 98 7:30 - 8:30 61 3 0 0 64 0 8 15 0 23 1 1 0 0 2 2 0 15 0 17 106 7:45 - 8:45 61 2 0 0 63 0 6 11 0 17 0 0 0 0 0 2 0 15 0 17 97 8:00 - 9:00 54 2 0 0 56 0 7 11 0 18 0 0 0 0 0 3 0 11 0 14 88 8:15 - 9:15 43 2 0 0 45 0 4 8 0 12 0 0 0 0 0 3 0 11 0 14 71 8:30 - 9:30 39 1 0 0 40 0 5 4 0 9 0 0 0 0 0 2 0 9 0 11 60 PEAK HOUR 7:30 - 8:30 61 3 0 0 64 0 8 15 0 23 1 1 0 0 2 2 0 15 0 17106 PM 4:00 - 4:15 9 1 0 0 10 0 0 0 0 0 0 0 0 0 0 2 0 1 0 3 13 4:15 - 4:30 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0 3 0 5 0 8 11 4:30 - 4:45 5 0 0 0 5 0 0 2 0 2 0 0 0 0 0 7 0 2 1 10 17 4:45 - 5:00 9 0 0 0 9 0 2 0 0 2 0 0 0 0 0 2 0 8 0 10 21 5:00 - 5:15 12 1 0 1 14 0 2 2 0 4 0 0 0 0 0 1 0 6 0 7 25 5:15 - 5:30 5 0 0 0 5 0 1 1 0 2 0 0 0 0 0 1 0 6 0 7 14 5:30 - 5:45 13 0 0 0 13 0 1 1 0 2 0 0 0 0 0 2 0 4 0 6 21 5:45 - 6:00 6 2 0 0 8 0 1 1 0 2 0 0 0 0 0 5 0 3 0 8 18 6:00 - 6:15 4 0 0 0 4 0 2 1 0 3 0 0 0 0 0 1 0 2 0 3 10 6:15 - 6:30 4 0 0 0 4 0 0 1 0 1 0 0 0 0 0 1 0 2 0 3 8 6:30 - 6:45 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 10 6:45 - 7:00 5 0 0 0 5 0 3 1 0 4 0 0 0 0 0 1 0 3 0 4 13 3 Hr Totals 80 4 0 1 85 0 12 11 0 23 0 0 0 0 0 28 0 44 1 73 181 1 Hr Totals 4:00 - 5:00 25 1 0 0 26 0 2 3 0 5 0 0 0 0 0 14 0 16 1 31 62 4:15 - 5:15 28 1 0 1 30 0 4 5 0 9 0 0 0 0 0 13 0 21 1 35 74 4:30 - 5:30 31 1 0 1 33 0 5 5 0 10 0 0 0 0 0 11 0 22 1 34 77 4:45 - 5:45 39 1 0 1 41 0 6 4 0 10 0 0 0 0 0 6 0 24 0 30 81 5:00 - 6:00 36 3 0 1 40 0 5 5 0 10 0 0 0 0 0 9 0 19 0 28 78 5:15 - 6:15 28 2 0 0 30 0 5 4 0 9 0 0 0 0 0 9 0 15 0 24 63 5:30 - 6:30 27 2 0 0 29 0 4 4 0 8 0 0 0 0 0 9 0 11 0 20 57 5:45 - 6:45 20 2 0 0 22 0 3 3 0 6 0 0 0 0 0 9 0 9 0 18 46 6:00 - 7:00 19 0 0 0 19 0 5 3 0 8 0 0 0 0 0 5 0 9 0 14 41 PEAK HOUR 4:45 - 5:45 39 1 0 1 41 0 6 4 0 10 0 0 0 0 0 6 0 24 0 3081

29 MEDIUMS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Arthur Avenue Date: June 07, 2018 Thursday and: Belvedere Boulevard - Bonnywood Lane Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: SN Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Belvedere Boulevard on: Bonnywood Lane on: Arthur Avenue on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 8:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 000000100100000001012 1 Hr Totals 6:30 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:15 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:45 - 8:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 2 8:00 - 9:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:15 - 9:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:30 - 9:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 PEAK HOUR 7:30 - 8:30 000000000000000001011 PM 4:00 - 4:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:00 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 200020020200000001015 1 Hr Totals 4:00 - 5:00 2 0 0 0 2 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 4 4:15 - 5:15 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 4:30 - 5:30 1 0 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 4:45 - 5:45 1 0 0 0 1 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 3 5:00 - 6:00 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 5:15 - 6:15 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 5:30 - 6:30 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 4:45 - 5:45 100010020200000000003

30 HEAVY TRUCKS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Arthur Avenue Date: June 07, 2018 Thursday and: Belvedere Boulevard - Bonnywood Lane Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: SN Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Belvedere Boulevard on: Bonnywood Lane on: Arthur Avenue on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 8:30 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 000000000000000001011 1 Hr Totals 6:30 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 7:45 - 8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 8:00 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 8:15 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 8:30 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:30 - 8:30 000000000000000001011 PM 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 000000000000000000000 1 Hr Totals 4:00 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 4:45 - 5:45 000000000000000000000

31 BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Arthur Avenue Date: June 07, 2018 Thursday and: Belvedere Boulevard - Bonnywood Lane Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: SN Star Rating: 4 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Belvedere Boulevard on: Bonnywood Lane on: Arthur Avenue on: Arthur Avenue N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W

AM 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 - 8:45 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 - 9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 - 9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15 - 9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 001010000000000000001 1 Hr Totals 6:30 - 7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 - 8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 - 8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 - 8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 - 8:45 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 - 9:00 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15 - 9:15 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 - 9:30 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 PEAK HOUR 7:30 - 8:30 000000000000000000000 PM 4:00 - 4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 - 4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 - 4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:00 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 5:15 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 000000000000000102033 1 Hr Totals 4:00 - 5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 4:15 - 5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 3 4:30 - 5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 3 4:45 - 5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 3 5:00 - 6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 2 5:15 - 6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 - 6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 - 6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 - 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 4:45 - 5:45 000000000000000102033

32 PEDESTRIAN AND BICYCLE OBSERVATIONS - SUMMARY Counted by: VCU Intersection of: Arthur Avenue Date: June 07, 2018 Thursday and: Belvedere Boulevard - Bonnywood Lane Weather: Clear, Cool Location: Montgomery County, Maryland Entered by: SN Star Rating: 4 NORTH LEG SOUTH LEG Belvedere Boulevard Bonnywood Lane TIME Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 0 0 0 0 6:45 - 7:00 0 0 0 0 7:00 - 7:15 0 0 0 0 7:15 - 7:30 0 0 1 0 7:30 - 7:45 0 0 0 0 7:45 - 8:00 0 0 1 0 8:00 - 8:15 0 0 1 0 8:15 - 8:30 0 0 0 0 8:30 - 8:45 0 0 1 0 8:45 - 9:00 0 0 3 0 9:00 - 9:15 0 0 0 0 9:15 - 9:30 0 0 0 0 TOTALS 0 0 7 0 PM 4:00 - 4:15 6 0 2 0 4:15 - 4:30 0 0 0 0 4:30 - 4:45 0 0 1 0 4:45 - 5:00 1 0 1 0 5:00 - 5:15 0 0 1 0 5:15 - 5:30 1 0 0 0 5:30 - 5:45 0 0 1 0 5:45 - 6:00 0 0 1 0 6:00 - 6:15 0 0 3 0 6:15 - 6:30 1 0 0 0 6:30 - 6:45 4 0 1 0 6:45 - 7:00 0 0 1 0 TOTALS 13 0 12 0

EAST LEG WEST LEG Arthur Avenue Arthur Avenue Pedestrians Bicycles Pedestrians Bicycles

AM 6:30 - 6:45 0 0 1 0 6:45 - 7:00 0 0 1 0 7:00 - 7:15 0 0 0 0 7:15 - 7:30 0 0 1 0 7:30 - 7:45 1 0 0 0 7:45 - 8:00 0 0 1 0 8:00 - 8:15 0 0 4 0 8:15 - 8:30 0 0 1 0 8:30 - 8:45 0 0 0 0 8:45 - 9:00 0 0 0 0 9:00 - 9:15 0 0 1 0 9:15 - 9:30 0 0 0 0 TOTALS 1 0 10 0 PM 4:00 - 4:15 0 0 7 0 4:15 - 4:30 0 0 2 0 4:30 - 4:45 0 0 5 0 4:45 - 5:00 0 0 4 0 5:00 - 5:15 0 0 0 0 5:15 - 5:30 0 0 2 0 5:30 - 5:45 0 0 3 0 5:45 - 6:00 0 0 0 0 6:00 - 6:15 0 0 3 0 6:15 - 6:30 0 0 11 0 6:30 - 6:45 0 0 5 0 6:45 - 7:00 1 0 7 0 TOTALS 1 0 49 0

33 34 TRAFFIC GROWTH PROJECTION LOCATION: MD 97; North of MD 192 REPORT DATE: 14-Jul-20 AVERAGE GROWTH: 1.05% MATHEMATICAL GROWTH: 0.99%

Year ADT Volume Vol. increase % increase Average % 2010 56,951 2011 57,182 231 0.41% 0.41% 2012 58,620 1,438 2.51% 1.46% 2013 58,741 121 0.21% 1.04% 2014 58,572 -169 -0.29% 0.71% 2015 62,040 3,468 5.92% 1.75% 2016 63,221 1,181 1.90% 1.78% 2017 64,742 1,521 2.41% 1.87% 2018 59,700 -5,042 -7.79% 0.66% 2019 62,211 2,511 4.21% 1.05%

70,000

60,000

50,000

40,000

30,000

ADT ADT Volumes 20,000

10,000

0 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019

TRAFFIC GROWTH ALONG MD 97; NORTH OF MD 192

Qt, 170722\REV5\ADT.xls-MD 97, F07/14/20

35 APPENDIX B

Intersection Capacity Analysis Worksheets qt, 170722\rev5\clv\1.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Dennis Avenue Date of Count: 6/7/2018 N/S Road: MD 97 Day of Week: Thursday Conditions: Existing Traffic Analyst: Qiang Tian

MD 97 Peak: 7:30 -8:30 Peak: 4:30 -5:30 20 1532 177 PM 17 2647 130 AM RTL

TRTTL DENNIS AVENUE     R R 167 182  LT T 93 86  L L 315 152 AM PM

PM AM 112 84 L 86 70 T L  30 42 R TR      DENNIS AVENUE LTTTR

LTR AM 51 814 145 PM 57 2297 124

MD 97

Capacity Analysis - East/West Split Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV EB 112 1.00 112 112 EB 116 1.00 116 116 WB 408 0.53 216 216 WB 238 0.53 126 126 NB 814 0.37 301 130 1.00 130 NB 2297 0.37 850 177 1.00 177 1037 1027 SB 2664 0.37 986 51 1.00 51 SB 1552 0.37 574 57 1.00 57 CLV TOTAL= 1,365 CLV TOTAL= 1,269

Scenario ID - EXIST1

1 qt, 170722\rev5\clv\1.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Dennis Avenue Date of Count: 6/7/2018 N/S Road: MD 97 Day of Week: Thursday Conditions: Total Traffic Analyst: Qiang Tian

MD 97 Peak: 7:30 -8:30 Peak: 4:30 -5:30 20 1539 177 PM 17 2650 130 AM RTL

TRTTL DENNIS AVENUE     R R 167 182  LT T 93 86  L L 315 152 AM PM

PM AM 112 84 L 86 70 T L  30 42 R TR      DENNIS AVENUE LTTTR

LTR AM 51 821 145 PM 57 2302 124

MD 97

Capacity Analysis - East/West Split Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV EB 112 1.00 112 112 EB 116 1.00 116 116 WB 408 0.53 216 216 WB 238 0.53 126 126 NB 821 0.37 304 130 1.00 130 NB 2302 0.37 852 177 1.00 177 1038 1029 SB 2667 0.37 987 51 1.00 51 SB 1559 0.37 577 57 1.00 57 CLV TOTAL= 1,366 CLV TOTAL= 1,271

Scenario ID - TOT1

2 qt, 170722\rev5\clv\2.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Belvedere Boulevard Date of Count: 6/6/2018 N/S Road Name: MD 97 Day of Count: Wednesday Conditions: Existing Traffic Analyst: Qiang Tian

MD 97 AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 7 1958 PM 7 3188 AM RT

TRTT   BELVEDERE BOULEVARD

PM AM 3 2 L 18 20 R LR −−−−−−−−−   LTTT

LT AM 9 1090 PM 39 2603

EB 22 1.00 22 22 EB 21 1.00 21 21

NB 1099 0.37 407 NB 2642 0.37 978 1191 978 SB 3195 0.37 1182 9 1.00 9 SB 1965 0.37 727 39 1.00 39 CLV TOTAL= 1,213 CLV TOTAL= 999

Scenario ID - EXIST2

3 qt, 170722\rev5\clv\2.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Belvedere Boulevard Date of Count: 6/6/2018 N/S Road Name: MD 97 Day of Count: Wednesday Conditions: Total Traffic Analyst: Qiang Tian

MD 97 AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 7 1965 PM 7 3191 AM RT

TRTT   BELVEDERE BOULEVARD

PM AM 8 9 L 18 20 R LR −−−−−−−−−   LTTT

LT AM 19 1090 PM 65 2603

EB 29 1.00 29 29 EB 26 1.00 26 26

NB 1109 0.37 410 NB 2668 0.37 987 1202 987 SB 3198 0.37 1183 19 1.00 19 SB 1972 0.37 730 65 1.00 65 CLV TOTAL= 1,231 CLV TOTAL= 1,013

Scenario ID - TOT2

4 qt, 170722\rev5\clv\3.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Arthur Avenue Date of Count: 6/6/2018 N/S Road Name: MD 97 Day of Count: Wednesday Conditions: Existing Traffic Analyst: Qiang Tian

MD 97 AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 8 1968 PM 1 3207 AM RT

TRTT   ARTHUR AVENUE

PM AM 0 0 L 6 8 R R −−−−−−−−−

LT AM 0 0 PM 0 0

EB 8 1.00 8 8 EB 6 1.00 6 6

NB 0 0.00 0 NB 0 0.00 0 1187 731 SB 3208 0.37 1187 0 0.00 0 SB 1976 0.37 731 0 0.00 0 CLV TOTAL= 1,195 CLV TOTAL= 737

Scenario ID - EXIST3

5 qt, 170722\rev5\clv\3.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Arthur Avenue Date of Count: 6/6/2018 N/S Road Name: MD 97 Day of Count: Wednesday Conditions: Total Traffic Analyst: Qiang Tian

MD 97 AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 41 1968 PM 14 3207 AM RT

TRTT   ARTHUR AVENUE

PM AM 0 0 L 22 31 R R −−−−−−−−−

LT AM 0 0 PM 0 0

EB 31 1.00 31 31 EB 22 1.00 22 22

NB 0 0.00 0 NB 0 0.00 0 1192 743 SB 3221 0.37 1192 0 0.00 0 SB 2009 0.37 743 0 0.00 0 CLV TOTAL= 1,223 CLV TOTAL= 765

Scenario ID - TOT3

6 qt, 170722\rev5\clv\4.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Forest Glen Road Date of Count: 6/6/2018 N/S Road: MD 97 Day of Count: Wednesday Conditions: Existing Traffic Analyst: Qiang Tian

MD 97 Peak: 7:30 -8:30 Peak: 4:30 -5:30 89 1828 0 PM 72 2903 0 AM RTL

TR T T T FOREST GLEN ROAD     TR R 38 93  L T 379 209  L L 494 337 AM PM

PM AM 200 66 L L  372 120 T T  194 275 R R     FOREST GLEN ROAD T T T TR

LTR AM 0 926 296 PM 0 2408 394

MD 97 Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 1222 0.30 367 0 0.00 0 NB 2802 0.30 841 0 0.00 0 893 841 SB 2975 0.30 893 0 0.00 0 SB 1917 0.30 575 0 0.00 0 EB 275 1.00 275 494 0.53 262 EB 372 1.00 372 337 0.53 179 537 551 WB 417 1.00 417 66 1.00 66 WB 302 1.00 302 200 1.00 200 CLV TOTAL= 1,430 CLV TOTAL= 1,392

Scenario ID - EXIST4

7 qt, 170722\rev5\clv\4.xls-clv, f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Forest Glen Road Date of Count: 6/6/2018 N/S Road: MD 97 Day of Count: Wednesday Conditions: Total Traffic Analyst: Qiang Tian

MD 97 Peak: 7:30 -8:30 Peak: 4:30 -5:30 89 1844 0 PM 72 2926 0 AM RTL

TR T T T FOREST GLEN ROAD     TR R 38 93  L T 379 209  L L 494 337 AM PM

PM AM 200 66 L L  372 120 T T  194 275 R R     FOREST GLEN ROAD T T T TR

LTR AM 0 936 296 PM 0 2434 394

MD 97 Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 1232 0.30 370 0 0.00 0 NB 2828 0.30 848 0 0.00 0 899 848 SB 2998 0.30 899 0 0.00 0 SB 1933 0.30 580 0 0.00 0 EB 275 1.00 275 494 0.53 262 EB 372 1.00 372 337 0.53 179 537 551 WB 417 1.00 417 66 1.00 66 WB 302 1.00 302 200 1.00 200 CLV TOTAL= 1,436 CLV TOTAL= 1,399

Scenario ID - TOT4

8 qt, 170722\rev5\clv\5.xls-clv (e), f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Mckenney Ave Date of Count: N/S Road Name: Belvedere Boulevard Day of Count: Conditions: Existing Traffic Analyst: Qiang Tian

BELVEDERE BOULEVARD

39 7 PM 9 7 AM RT

RT  MCKENNEY AVE

PM AM 18 20 L 36 58 R LR −−−−−−−−−  LT

LT AM 24 2 PM 28 3

EB 78 1.00 78 78 EB 54 1.00 54 54

NB 26 1.00 26 NB 31 1.00 31 40 74 SB 16 1.00 16 24 1.00 24 SB 46 1.00 46 28 1.00 28 CLV TOTAL= 118 CLV TOTAL= 128

Scenario ID - EXIST5

9 qt, 170722\rev5\clv\5.xls-clv (t), f07/10/20 CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Site Access/Mckenney Ave Date of Count: N/S Road: Belvedere Boulevard Day of Count: Conditions: Total Traffic Analyst: Qiang Tian

BELVEDERE BOULEVARD

39 7 0 PM 9 7 0 AM RTL

LTR MCKENNEY AVE   LTR R 7 5 T 0 0 L 3 2 AM PM

PM AM 18 20 L 0 0 T 36 58 R LTR   SITE ACCESS LTR

LTR AM 24 2 1 PM 28 3 4

BELVEDERE BOULEVARD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 27 1.00 27 0 1.00 0 NB 35 1.00 35 0 1.00 0 40 74 SB 16 1.00 16 24 1.00 24 SB 46 1.00 46 28 1.00 28 EB 78 1.00 78 3 1.00 3 EB 54 1.00 54 2 1.00 2 81 56 WB 10 1.00 10 20 1.00 20 WB 7 1.00 7 18 1.00 18 CLV TOTAL= 121 CLV TOTAL= 130

Scenario ID - TOT5

10 Lanes, Volumes, Timings Existing AM 1: MD 97 & Dennis Ave 07/10/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 84 70 42 315 93 167 51 814 145 130 2647 17 Future Volume (vph) 84 70 42 315 93 167 51 814 145 130 2647 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 9 9 10 10 12 8 11 12 8 11 11 Storage Length (ft) 0 0 180 0 100 180 270 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 25 30 35 35 Link Distance (ft) 336 1057 1494 2412 Travel Time (s) 9.2 24.0 29.1 47.0 Confl. Peds. (#/hr) 5 1 1 5 5 5 Confl. Bikes (#/hr) 1 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 4% 3% 3% 4% 4% 4% 6% 6% 8% 6% 2% 2% Bus Blockages (#/hr) 000000099099 Shared Lane Traffic (%) 36% Turn Type Split NA Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 8 8 1 6 5 2 Permitted Phases 8 6 Detector Phase 4 4 8 8 8 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 4.0 4.0 4.0 3.0 7.0 7.0 4.0 7.0 Minimum Split (s) 11.0 11.0 31.5 31.5 31.5 8.0 26.5 26.5 9.0 26.5 Total Split (s) 21.0 21.0 37.0 37.0 37.0 20.0 90.0 90.0 32.0 102.0 Total Split (%) 11.7% 11.7% 20.6% 20.6% 20.6% 11.1% 50.0% 50.0% 17.8% 56.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.5 2.5 3.0 3.0 3.0 1.0 1.5 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.5 6.5 6.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 68 (38%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated

Splits and Phases: 1: MD 97 & Dennis Ave

The Traffic Group Synchro 10 Report MYC Page 1

11 HCM 6th Signalized Intersection Summary Existing AM 1: MD 97 & Dennis Ave 07/10/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 70 42 315 93 167 51 814 145 130 2647 17 Future Volume (veh/h) 84 70 42 315 93 167 51 814 145 130 2647 17 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1781 1781 1841 1841 1841 1739 1811 1781 1739 1870 1870 Adj Flow Rate, veh/h 88 74 44 215 262 176 54 857 153 137 2786 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 3 3 4 4 4 6 6 8 6 2 2 Cap, veh/h 143 85 51 275 288 239 67 2666 764 157 3065 20 Arrive On Green 0.08 0.08 0.08 0.16 0.16 0.16 0.04 0.54 0.54 0.09 0.59 0.59 Sat Flow, veh/h 1753 1039 618 1753 1841 1524 1656 4944 1418 1656 5168 33 Grp Volume(v), veh/h 88 0 118 215 262 176 54 857 153 137 1833 971 Grp Sat Flow(s),veh/h/ln 1753 0 1657 1753 1841 1524 1656 1648 1418 1656 1702 1797 Q Serve(g_s), s 8.7 0.0 12.7 21.2 25.2 19.8 5.8 17.4 10.0 14.7 85.5 86.0 Cycle Q Clear(g_c), s 8.7 0.0 12.7 21.2 25.2 19.8 5.8 17.4 10.0 14.7 85.5 86.0 Prop In Lane 1.00 0.37 1.00 1.00 1.00 1.00 1.00 0.02 Lane Grp Cap(c), veh/h 143 0 136 275 288 239 67 2666 764 157 2019 1066 V/C Ratio(X) 0.61 0.00 0.87 0.78 0.91 0.74 0.80 0.32 0.20 0.87 0.91 0.91 Avail Cap(c_a), veh/h 146 0 138 297 312 258 138 2666 764 248 2019 1066 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 Uniform Delay (d), s/veh 79.9 0.0 81.7 73.0 74.6 72.4 85.6 23.1 21.4 80.4 32.3 32.4 Incr Delay (d2), s/veh 10.7 0.0 43.3 12.0 27.8 9.8 18.6 0.3 0.6 21.8 7.5 13.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.9 0.0 11.5 15.9 20.4 13.2 5.1 11.2 6.4 11.7 46.2 50.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 90.6 0.0 125.0 84.9 102.5 82.2 104.2 23.4 22.0 102.2 39.8 45.4 LnGrp LOS F A F F F F F C C F D D Approach Vol, veh/h 206 653 1064 2941 Approach Delay, s/veh 110.3 91.2 27.3 44.5 Approach LOS F F C D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.3 112.3 20.7 22.0 102.5 34.7 Change Period (Y+Rc), s 5.0 5.5 6.0 5.0 5.5 6.5 Max Green Setting (Gmax), s 15.0 96.5 15.0 27.0 84.5 30.5 Max Q Clear Time (g_c+I1), s 7.8 88.0 14.7 16.7 19.4 27.2 Green Ext Time (p_c), s 0.0 8.0 0.1 0.4 8.0 1.0 Intersection Summary HCM 6th Ctrl Delay 49.8 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement.

The Traffic Group Synchro 10 Report MYC Page 2

12 Lanes, Volumes, Timings Existing AM 2: MD 97 & Belvedere Blvd 07/10/2020

Lane Group EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 2 20 2 7 1090 3188 7 Future Volume (vph) 2 20 2 7 1090 3188 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 12 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 604 292 678 Travel Time (s) 16.5 5.7 13.2 Confl. Peds. (#/hr) 8 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.99 0.99 0.92 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 0% 0% 2% 4% 4% 3% 3% Bus Blockages (#/hr) 0 0 0 0 9 9 9 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 3

13 HCM 6th TWSC Existing AM 2: MD 97 & Belvedere Blvd 07/10/2020

Intersection Int Delay, s/veh 23 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 2 20 2 7 1090 3188 7 Future Vol, veh/h 2 20 2 7 1090 3188 7 Conflicting Peds, #/hr 0 0 0 0 0 0 8 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 ------Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 99 99 92 99 99 99 99 Heavy Vehicles, % 0 0 2 4 4 3 3 Mvmt Flow 2 20 2 7 1101 3220 7

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3690 1622 2356 3235 0 - 0 Stage 1 3232 ------Stage 2 458 ------Critical Hdwy 5.7 7.1 5.64 5.38 - - - Critical Hdwy Stg 1 6.6 ------Critical Hdwy Stg 2 6 ------Follow-up Hdwy 3.8 3.9 2.32 3.14 - - - Pot Cap-1 Maneuver 11 80 75 27 - - - Stage 1 9 ------Stage 2 557 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 3 79 31 31 - - - Mov Cap-2 Maneuver 3 ------Stage 1 ~ 2 ------Stage 2 554 ------

Approach EB NB SB HCM Control Delay, s$ 388.9 82.7 0 HCM LOS F

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 31 - 24 - - HCM Lane V/C Ratio 0.228 - 0.926 - - HCM Control Delay (s) 166.3 82$ 388.9 - - HCM Lane LOS F F F - - HCM 95th %tile Q(veh) 0.7 - 2.8 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

The Traffic Group Synchro 10 Report MYC Page 4

14 Lanes, Volumes, Timings Existing AM 3: MD 97 & Arthur Ave 07/10/2020

Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 8 0 1099 3207 1 Future Volume (vph) 0 8 0 1099 3207 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 595 693 292 Travel Time (s) 16.2 13.5 5.7 Confl. Peds. (#/hr) 6 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 0% 0% 4% 4% 3% 3% Bus Blockages (#/hr) 0 0 0 9 9 9 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 5

15 HCM 6th TWSC Existing AM 3: MD 97 & Arthur Ave 07/10/2020

Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 8 0 1099 3207 1 Future Vol, veh/h 0 8 0 1099 3207 1 Conflicting Peds, #/hr 0 0 0 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 99 99 99 99 99 99 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 0 8 0 1110 3239 1

Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1626 - 0 - 0 Stage 1 ------Stage 2 ------Critical Hdwy - 7.1 - - - - Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.9 - - - - Pot Cap-1 Maneuver 0 79 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % --- Mov Cap-1 Maneuver - 79 - - - - Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB NB SB HCM Control Delay, s 55.7 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 79 - - HCM Lane V/C Ratio - 0.102 - - HCM Control Delay (s) - 55.7 - - HCM Lane LOS - F - - HCM 95th %tile Q(veh) - 0.3 - -

The Traffic Group Synchro 10 Report MYC Page 6

16 Lanes, Volumes, Timings Existing AM 4: MD 97 & Forest Glen Rd 07/10/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 120 275 494 379 38 0 926 296 0 2903 72 Future Volume (vph) 66 120 275 494 379 38 0 926 296 0 2903 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 14 14 10 10 10 11 11 11 Storage Length (ft) 0 260 200 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes No Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 1027 1252 739 490 Travel Time (s) 23.3 28.5 14.4 9.5 Confl. Peds. (#/hr) 42 68 68 42 51 46 46 51 Confl. Bikes (#/hr) 1 5 4 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 3% 12% 1% 1% 5% 5% 3% 3% 3% 3% 3% 3% Bus Blockages (#/hr) 000000000099 Shared Lane Traffic (%) Turn Type Prot NA Perm Prot NA NA NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 Detector Phase 7 4 4 3 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 11.0 29.0 29.0 16.0 34.0 32.0 32.0 Total Split (s) 21.0 31.0 31.0 41.0 51.0 108.0 108.0 Total Split (%) 11.7% 17.2% 17.2% 22.8% 28.3% 60.0% 60.0% Yellow Time (s) 3.5 4.0 4.0 5.0 4.0 4.0 4.0 All-Red Time (s) 2.5 3.0 3.0 6.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 7.0 7.0 11.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None C-Min C-Min Intersection Summary Area Type: CBD Cycle Length: 180 Actuated Cycle Length: 180 Offset: 13 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated

Splits and Phases: 4: MD 97 & Forest Glen Rd

The Traffic Group Synchro 10 Report MYC Page 7

17 HCM 6th Signalized Intersection Summary Existing AM 4: MD 97 & Forest Glen Rd 07/10/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 120 275 494 379 38 0 926 296 0 2903 72 Future Volume (veh/h) 66 120 275 494 379 38 0 926 296 0 2903 72 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.84 1.00 0.91 1.00 0.94 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1550 1697 1697 1709 1709 0 1670 1670 0 1670 1670 Adj Flow Rate, veh/h 67 122 281 504 387 39 0 945 302 0 2962 73 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 12 1 1 5 5 0 3 3 0 3 3 Cap, veh/h 82 207 160 522 418 42 0 2418 744 0 3224 79 Arrive On Green 0.05 0.13 0.13 0.17 0.28 0.28 0.00 0.56 0.56 0.00 0.56 0.56 Sat Flow, veh/h 1590 1550 1203 3135 1512 152 0 4542 1327 0 5979 141 Grp Volume(v), veh/h 67 122 281 504 0 426 0 945 302 0 2218 817 Grp Sat Flow(s),veh/h/ln 1590 1550 1203 1567 0 1664 0 1436 1327 0 1436 1578 Q Serve(g_s), s 7.5 13.3 24.0 28.7 0.0 44.8 0.0 22.2 23.3 0.0 83.8 84.9 Cycle Q Clear(g_c), s 7.5 13.3 24.0 28.7 0.0 44.8 0.0 22.2 23.3 0.0 83.8 84.9 Prop In Lane 1.00 1.00 1.00 0.09 0.00 1.00 0.00 0.09 Lane Grp Cap(c), veh/h 82 207 160 522 0 460 0 2418 744 0 2418 885 V/C Ratio(X) 0.82 0.59 1.75 0.96 0.00 0.93 0.00 0.39 0.41 0.00 0.92 0.92 Avail Cap(c_a), veh/h 133 207 160 522 0 460 0 2418 744 0 2418 885 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 84.6 73.4 78.0 74.5 0.0 63.3 0.0 22.2 22.4 0.0 35.7 36.0 Incr Delay (d2), s/veh 18.6 4.4 362.6 30.5 0.0 24.7 0.0 0.5 1.6 0.0 7.0 16.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 6.4 9.5 38.0 20.0 0.0 30.0 0.0 12.3 12.2 0.0 39.3 45.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 103.2 77.8 440.6 104.9 0.0 88.0 0.0 22.7 24.1 0.0 42.7 52.5 LnGrp LOS F E F F A F A C C A D D Approach Vol, veh/h 470 930 1247 3035 Approach Delay, s/veh 298.3 97.2 23.0 45.3 Approach LOS F F C D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 108.0 41.0 31.0 108.0 15.2 56.8 Change Period (Y+Rc), s 7.0 11.0 7.0 7.0 6.0 7.0 Max Green Setting (Gmax), s 101.0 30.0 24.0 101.0 15.0 44.0 Max Q Clear Time (g_c+I1), s 25.3 30.7 26.0 86.9 9.5 46.8 Green Ext Time (p_c), s 12.1 0.0 0.0 13.2 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 69.8 HCM 6th LOS E

The Traffic Group Synchro 10 Report MYC Page 8

18 Lanes, Volumes, Timings Existing AM 5: Belvedere Blvd & McKenney Ave 07/10/2020

Lane Group EBL EBT WBT WBR SEL SER Lane Configurations Traffic Volume (vph) 24 2 7 9 20 58 Future Volume (vph) 24 2 7 9 20 58 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 Link Distance (ft) 227 604 377 Travel Time (s) 6.2 16.5 10.3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 9

19 HCM 6th TWSC Existing AM 5: Belvedere Blvd & McKenney Ave 07/10/2020

Intersection Int Delay, s/veh 7.2 Movement EBL EBT WBT WBR SEL SER Lane Configurations Traffic Vol, veh/h 24 2 7 9 20 58 Future Vol, veh/h 24 2 7 9 20 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 2 8 10 22 63

Major/Minor Major1 Major2 Minor2 Conflicting Flow All 18 0 - 0 67 13 Stage 1 - - - - 13 - Stage 2 - - - - 54 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1599 - - - 938 1067 Stage 1 - - - - 1010 - Stage 2 - - - - 969 - Platoon blocked, % --- Mov Cap-1 Maneuver 1599 - - - 923 1067 Mov Cap-2 Maneuver - - - - 923 - Stage 1 - - - - 994 - Stage 2 - - - - 969 -

Approach EB WB SE HCM Control Delay, s 6.7 0 8.8 HCM LOS A

Minor Lane/Major Mvmt EBL EBT WBT WBR SELn1 Capacity (veh/h) 1599 - - - 1026 HCM Lane V/C Ratio 0.016 - - - 0.083 HCM Control Delay (s) 7.3 0 - - 8.8 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0.1 - - - 0.3

The Traffic Group Synchro 10 Report MYC Page 10

20 Lanes, Volumes, Timings Existing PM 1: MD 97 & Dennis Ave 07/10/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 86 30 152 86 182 57 2297 124 177 1532 20 Future Volume (vph) 112 86 30 152 86 182 57 2297 124 177 1532 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 9 9 10 10 12 8 11 12 8 11 11 Storage Length (ft) 0 0 180 0 100 180 270 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 25 30 35 35 Link Distance (ft) 336 1057 1494 2412 Travel Time (s) 9.2 24.0 29.1 47.0 Confl. Peds. (#/hr) 4 4 3 4 4 3 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 3% 1% 1% 2% 2% 2% 0% 1% 2% 1% 3% 3% Bus Blockages (#/hr) 0 0 0 0 0 0 0 9 9 0 10 10 Shared Lane Traffic (%) 23% Turn Type Split NA Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 8 8 1 6 5 2 Permitted Phases 8 6 Detector Phase 4 4 8 8 8 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 4.0 4.0 4.0 3.0 7.0 7.0 4.0 7.0 Minimum Split (s) 11.0 11.0 31.5 31.5 31.5 8.0 26.5 26.5 9.0 26.5 Total Split (s) 20.0 20.0 32.0 32.0 32.0 19.0 79.0 79.0 19.0 79.0 Total Split (%) 13.3% 13.3% 21.3% 21.3% 21.3% 12.7% 52.7% 52.7% 12.7% 52.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.5 2.5 3.0 3.0 3.0 1.0 1.5 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.5 6.5 6.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 40 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated

Splits and Phases: 1: MD 97 & Dennis Ave

The Traffic Group Synchro 10 Report MYC Page 1

21 HCM 6th Signalized Intersection Summary Existing PM 1: MD 97 & Dennis Ave 07/10/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 112 86 30 152 86 182 57 2297 124 177 1532 20 Future Volume (veh/h) 112 86 30 152 86 182 57 2297 124 177 1532 20 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1810 1810 1870 1870 1870 1824 1885 1870 1810 1856 1856 Adj Flow Rate, veh/h 115 89 31 123 137 188 59 2368 128 182 1579 21 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 1 1 2 2 2 0 1 2 1 3 3 Cap, veh/h 148 107 37 248 260 219 75 2729 791 161 2949 39 Arrive On Green 0.08 0.08 0.08 0.14 0.14 0.14 0.09 1.00 1.00 0.09 0.58 0.58 Sat Flow, veh/h 1767 1277 445 1781 1870 1571 1737 5147 1491 1724 5078 68 Grp Volume(v), veh/h 115 0 120 123 137 188 59 2368 128 182 1050 550 Grp Sat Flow(s),veh/h/ln 1767 0 1722 1781 1870 1571 1737 1716 1491 1724 1689 1769 Q Serve(g_s), s 9.6 0.0 10.3 9.6 10.2 17.5 5.0 0.0 0.0 14.0 28.4 28.4 Cycle Q Clear(g_c), s 9.6 0.0 10.3 9.6 10.2 17.5 5.0 0.0 0.0 14.0 28.4 28.4 Prop In Lane 1.00 0.26 1.00 1.00 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 148 0 144 248 260 219 75 2729 791 161 1961 1027 V/C Ratio(X) 0.78 0.00 0.83 0.50 0.53 0.86 0.79 0.87 0.16 1.13 0.54 0.54 Avail Cap(c_a), veh/h 165 0 161 303 318 267 162 2729 791 161 1961 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.72 0.72 0.72 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.3 0.0 67.7 59.7 60.0 63.1 67.9 0.0 0.0 68.0 19.1 19.1 Incr Delay (d2), s/veh 23.0 0.0 31.5 1.5 1.6 20.4 12.5 3.0 0.3 110.6 1.1 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 9.1 0.0 9.8 7.9 8.7 13.0 4.3 1.3 0.1 17.3 16.7 17.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 90.4 0.0 99.1 61.2 61.6 83.6 80.4 3.0 0.3 178.6 20.2 21.1 LnGrp LOS F A F E E F F A A F C C Approach Vol, veh/h 235 448 2555 1782 Approach Delay, s/veh 94.8 70.7 4.6 36.7 Approach LOS F E A D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.4 92.6 18.6 19.0 85.0 27.4 Change Period (Y+Rc), s 5.0 5.5 6.0 5.0 5.5 6.5 Max Green Setting (Gmax), s 14.0 73.5 14.0 14.0 73.5 25.5 Max Q Clear Time (g_c+I1), s 7.0 30.4 12.3 16.0 2.0 19.5 Green Ext Time (p_c), s 0.0 15.8 0.3 0.0 42.8 1.0 Intersection Summary HCM 6th Ctrl Delay 26.1 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement.

The Traffic Group Synchro 10 Report MYC Page 2

22 Lanes, Volumes, Timings Existing PM 2: MD 97 & Belvedere Blvd 07/10/2020

Lane Group EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 3 18 5 34 2603 1958 7 Future Volume (vph) 3 18 5 34 2603 1958 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 12 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 601 292 678 Travel Time (s) 16.4 5.7 13.2 Confl. Peds. (#/hr) 11 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.99 0.99 0.92 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 5% 5% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 9 10 10 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 3

23 HCM 6th TWSC Existing PM 2: MD 97 & Belvedere Blvd 07/10/2020

Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 3 18 5 34 2603 1958 7 Future Vol, veh/h 3 18 5 34 2603 1958 7 Conflicting Peds, #/hr 0 0 0 0 0 0 11 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 ------Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 99 99 92 99 99 99 99 Heavy Vehicles, % 5 5 2 2 2 2 2 Mvmt Flow 3 18 5 34 2629 1978 7

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3123 1004 1449 1996 0 - 0 Stage 1 1993 ------Stage 2 1130 ------Critical Hdwy 5.8 7.2 5.64 5.34 - - - Critical Hdwy Stg 1 6.7 ------Critical Hdwy Stg 2 6.1 ------Follow-up Hdwy 3.85 3.95 2.32 3.12 - - - Pot Cap-1 Maneuver 21 202 247 126 - - - Stage 1 55 ------Stage 2 237 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 21 200 133 133 - - - Mov Cap-2 Maneuver 21 ------Stage 1 55 ------Stage 2 235 ------

Approach EB NB SB HCM Control Delay, s 56.9 0.6 0 HCM LOS F

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 133 - 90 - - HCM Lane V/C Ratio 0.258 - 0.236 - - HCM Control Delay (s) 43.2 0 56.9 - - HCM Lane LOS E A F - - HCM 95th %tile Q(veh) 1 - 0.8 - -

The Traffic Group Synchro 10 Report MYC Page 4

24 Lanes, Volumes, Timings Existing PM 3: MD 97 & Arthur Ave 07/10/2020

Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 6 0 2642 1968 8 Future Volume (vph) 0 6 0 2642 1968 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 408 693 292 Travel Time (s) 11.1 13.5 5.7 Confl. Peds. (#/hr) 6 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 0% 0% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 9 10 10 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 5

25 HCM 6th TWSC Existing PM 3: MD 97 & Arthur Ave 07/10/2020

Intersection Int Delay, s/veh 0 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 6 0 2642 1968 8 Future Vol, veh/h 0 6 0 2642 1968 8 Conflicting Peds, #/hr 0 0 0 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 99 99 99 99 99 99 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 0 6 0 2669 1988 8

Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1004 - 0 - 0 Stage 1 ------Stage 2 ------Critical Hdwy - 7.1 - - - - Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.9 - - - - Pot Cap-1 Maneuver 0 209 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % --- Mov Cap-1 Maneuver - 208 - - - - Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB NB SB HCM Control Delay, s 22.8 0 0 HCM LOS C

Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 208 - - HCM Lane V/C Ratio - 0.029 - - HCM Control Delay (s) - 22.8 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.1 - -

The Traffic Group Synchro 10 Report MYC Page 6

26 Lanes, Volumes, Timings Existing PM 4: MD 97 & Forest Glen Rd 07/10/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 200 372 194 337 209 93 0 2408 394 0 1828 89 Future Volume (vph) 200 372 194 337 209 93 0 2408 394 0 1828 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 14 14 10 10 10 11 11 11 Storage Length (ft) 0 260 200 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes No Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 1027 1252 739 490 Travel Time (s) 23.3 28.5 14.4 9.5 Confl. Peds. (#/hr) 30 49 49 30 36 28 28 36 Confl. Bikes (#/hr) 2 1 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 1% 4% 2% 2% 5% 5% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 10 10 Shared Lane Traffic (%) Turn Type Prot NA Perm Prot NA NA NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 Detector Phase 7 4 4 3 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 11.0 29.0 29.0 16.0 34.0 32.0 32.0 Total Split (s) 26.0 31.0 31.0 44.0 49.0 75.0 75.0 Total Split (%) 17.3% 20.7% 20.7% 29.3% 32.7% 50.0% 50.0% Yellow Time (s) 3.5 4.0 4.0 5.0 4.0 4.0 4.0 All-Red Time (s) 2.5 3.0 3.0 6.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 7.0 7.0 11.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None C-Min C-Min Intersection Summary Area Type: CBD Cycle Length: 150 Actuated Cycle Length: 150 Offset: 120 (80%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated

Splits and Phases: 4: MD 97 & Forest Glen Rd

The Traffic Group Synchro 10 Report MYC Page 7

27 HCM 6th Signalized Intersection Summary Existing PM 4: MD 97 & Forest Glen Rd 07/10/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 200 372 194 337 209 93 0 2408 394 0 1828 89 Future Volume (veh/h) 200 372 194 337 209 93 0 2408 394 0 1828 89 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.92 1.00 0.95 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1697 1657 1683 1683 1709 1709 0 1683 1683 0 1683 1683 Adj Flow Rate, veh/h 204 380 198 344 213 95 0 2457 402 0 1865 91 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 1 4 2 2 5 5 0 2 2 0 2 2 Cap, veh/h 215 307 244 400 233 104 0 2610 418 0 2919 142 Arrive On Green 0.13 0.19 0.19 0.13 0.21 0.21 0.00 0.52 0.52 0.00 0.52 0.52 Sat Flow, veh/h 1616 1657 1314 3110 1087 485 0 5265 805 0 5860 274 Grp Volume(v), veh/h 204 380 198 344 0 308 0 2114 745 0 1440 516 Grp Sat Flow(s),veh/h/ln 1616 1657 1314 1555 0 1571 0 1448 1491 0 1448 1556 Q Serve(g_s), s 18.8 27.8 21.7 16.3 0.0 28.7 0.0 68.4 72.0 0.0 35.8 35.8 Cycle Q Clear(g_c), s 18.8 27.8 21.7 16.3 0.0 28.7 0.0 68.4 72.0 0.0 35.8 35.8 Prop In Lane 1.00 1.00 1.00 0.31 0.00 0.54 0.00 0.18 Lane Grp Cap(c), veh/h 215 307 244 400 0 337 0 2254 774 0 2254 807 V/C Ratio(X) 0.95 1.24 0.81 0.86 0.00 0.91 0.00 0.94 0.96 0.00 0.64 0.64 Avail Cap(c_a), veh/h 215 307 244 684 0 440 0 2254 774 0 2254 807 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 64.5 61.1 58.6 64.0 0.0 57.6 0.0 33.8 34.7 0.0 26.0 26.0 Incr Delay (d2), s/veh 46.4 131.0 18.5 5.6 0.0 20.0 0.0 9.1 24.3 0.0 1.4 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 15.9 34.1 13.3 11.0 0.0 19.3 0.0 33.4 39.5 0.0 18.2 20.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 110.9 192.1 77.1 69.6 0.0 77.5 0.0 42.9 59.0 0.0 27.4 29.8 LnGrp LOS F F E E A E A D E A C C Approach Vol, veh/h 782 652 2859 1956 Approach Delay, s/veh 141.8 73.3 47.1 28.0 Approach LOS F E D C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 84.9 30.3 34.8 84.9 26.0 39.1 Change Period (Y+Rc), s 7.0 11.0 7.0 7.0 6.0 7.0 Max Green Setting (Gmax), s 68.0 33.0 24.0 68.0 20.0 42.0 Max Q Clear Time (g_c+I1), s 74.0 18.3 29.8 37.8 20.8 30.7 Green Ext Time (p_c), s 0.0 1.1 0.0 17.6 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 55.7 HCM 6th LOS E

The Traffic Group Synchro 10 Report MYC Page 8

28 Lanes, Volumes, Timings Existing PM 5: Belvedere Blvd & McKenney Ave 07/10/2020

Lane Group SEL SER NEL NET SWT SWR Lane Configurations Traffic Volume (vph) 18 36 28 3 7 39 Future Volume (vph) 18 36 28 3 7 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 Link Distance (ft) 361 188 601 Travel Time (s) 9.8 5.1 16.4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 9

29 HCM 6th TWSC Existing PM 5: Belvedere Blvd & McKenney Ave 07/10/2020

Intersection Int Delay, s/veh 5.2 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 18 36 28 3 7 39 Future Vol, veh/h 18 36 28 3 7 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 20 39 30 3 8 42

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 92 29 50 0 - 0 Stage 1 29 - - - - - Stage 2 63 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 908 1046 1557 - - - Stage 1 994 - - - - - Stage 2 960 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 891 1046 1557 - - - Mov Cap-2 Maneuver 891 - - - - - Stage 1 975 - - - - - Stage 2 960 - - - - -

Approach SE NE SW HCM Control Delay, s 8.9 6.6 0 HCM LOS A

Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 1557 - 989 - - HCM Lane V/C Ratio 0.02 - 0.059 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.2 - -

The Traffic Group Synchro 10 Report MYC Page 10

30 Lanes, Volumes, Timings Total AM 1: MD 97 & Dennis Ave 07/10/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 84 70 42 315 93 167 51 821 145 130 2650 17 Future Volume (vph) 84 70 42 315 93 167 51 821 145 130 2650 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 9 9 10 10 12 8 11 12 8 11 11 Storage Length (ft) 0 0 180 0 100 180 270 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 25 30 35 35 Link Distance (ft) 336 1057 1494 2412 Travel Time (s) 9.2 24.0 29.1 47.0 Confl. Peds. (#/hr) 5 1 1 5 5 5 Confl. Bikes (#/hr) 1 2 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 4% 3% 3% 4% 4% 4% 6% 6% 8% 6% 2% 2% Bus Blockages (#/hr) 000000099099 Shared Lane Traffic (%) 36% Turn Type Split NA Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 8 8 1 6 5 2 Permitted Phases 8 6 Detector Phase 4 4 8 8 8 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 4.0 4.0 4.0 3.0 7.0 7.0 4.0 7.0 Minimum Split (s) 11.0 11.0 31.5 31.5 31.5 8.0 26.5 26.5 9.0 26.5 Total Split (s) 21.0 21.0 37.0 37.0 37.0 20.0 90.0 90.0 32.0 102.0 Total Split (%) 11.7% 11.7% 20.6% 20.6% 20.6% 11.1% 50.0% 50.0% 17.8% 56.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.5 2.5 3.0 3.0 3.0 1.0 1.5 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.5 6.5 6.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 180 Actuated Cycle Length: 180 Offset: 68 (38%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated

Splits and Phases: 1: MD 97 & Dennis Ave

The Traffic Group Synchro 10 Report MYC Page 1

31 HCM 6th Signalized Intersection Summary Total AM 1: MD 97 & Dennis Ave 07/10/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 84 70 42 315 93 167 51 821 145 130 2650 17 Future Volume (veh/h) 84 70 42 315 93 167 51 821 145 130 2650 17 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1841 1781 1781 1841 1841 1841 1739 1811 1781 1739 1870 1870 Adj Flow Rate, veh/h 88 74 44 215 262 176 54 864 153 137 2789 18 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 4 3 3 4 4 4 6 6 8 6 2 2 Cap, veh/h 143 85 51 275 288 239 67 2666 764 157 3065 20 Arrive On Green 0.08 0.08 0.08 0.16 0.16 0.16 0.04 0.54 0.54 0.09 0.59 0.59 Sat Flow, veh/h 1753 1039 618 1753 1841 1524 1656 4944 1418 1656 5168 33 Grp Volume(v), veh/h 88 0 118 215 262 176 54 864 153 137 1835 972 Grp Sat Flow(s),veh/h/ln 1753 0 1657 1753 1841 1524 1656 1648 1418 1656 1702 1797 Q Serve(g_s), s 8.7 0.0 12.7 21.2 25.2 19.8 5.8 17.6 10.0 14.7 85.7 86.2 Cycle Q Clear(g_c), s 8.7 0.0 12.7 21.2 25.2 19.8 5.8 17.6 10.0 14.7 85.7 86.2 Prop In Lane 1.00 0.37 1.00 1.00 1.00 1.00 1.00 0.02 Lane Grp Cap(c), veh/h 143 0 136 275 288 239 67 2666 764 157 2019 1066 V/C Ratio(X) 0.61 0.00 0.87 0.78 0.91 0.74 0.80 0.32 0.20 0.87 0.91 0.91 Avail Cap(c_a), veh/h 146 0 138 297 312 258 138 2666 764 248 2019 1066 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 Uniform Delay (d), s/veh 79.9 0.0 81.7 73.0 74.6 72.4 85.6 23.2 21.4 80.4 32.3 32.5 Incr Delay (d2), s/veh 10.7 0.0 43.3 12.0 27.8 9.8 18.4 0.3 0.6 21.8 7.5 13.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 7.9 0.0 11.5 15.9 20.4 13.2 5.1 11.3 6.4 11.7 46.3 50.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 90.6 0.0 125.0 84.9 102.5 82.2 104.0 23.5 22.0 102.2 39.9 45.6 LnGrp LOS F A F F F F F C C F D D Approach Vol, veh/h 206 653 1071 2944 Approach Delay, s/veh 110.3 91.2 27.3 44.7 Approach LOS F F C D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 12.3 112.3 20.7 22.0 102.5 34.7 Change Period (Y+Rc), s 5.0 5.5 6.0 5.0 5.5 6.5 Max Green Setting (Gmax), s 15.0 96.5 15.0 27.0 84.5 30.5 Max Q Clear Time (g_c+I1), s 7.8 88.2 14.7 16.7 19.6 27.2 Green Ext Time (p_c), s 0.0 7.8 0.1 0.4 8.0 1.0 Intersection Summary HCM 6th Ctrl Delay 49.9 HCM 6th LOS D Notes User approved volume balancing among the lanes for turning movement.

The Traffic Group Synchro 10 Report MYC Page 2

32 Lanes, Volumes, Timings Total AM 2: MD 97 & Belvedere Blvd 07/10/2020

Lane Group EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 9 20 13 6 1090 3191 7 Future Volume (vph) 9 20 13 6 1090 3191 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 12 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 606 292 678 Travel Time (s) 16.5 5.7 13.2 Confl. Peds. (#/hr) 8 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.99 0.99 0.92 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 0% 0% 2% 4% 4% 3% 3% Bus Blockages (#/hr) 0 0 0 0 9 9 9 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 3

33 HCM 6th TWSC Total AM 2: MD 97 & Belvedere Blvd 07/10/2020

Intersection Int Delay, s/veh 26.1 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 9 20 13 6 1090 3191 7 Future Vol, veh/h 9 20 13 6 1090 3191 7 Conflicting Peds, #/hr 0 0 0 0 0 0 8 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 ------Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 99 99 92 99 99 99 99 Heavy Vehicles, % 0 0 2 4 4 3 3 Mvmt Flow 9 20 14 6 1101 3223 7

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3715 1623 2358 3238 0 - 0 Stage 1 3235 ------Stage 2 480 ------Critical Hdwy 5.7 7.1 5.64 5.38 - - - Critical Hdwy Stg 1 6.6 ------Critical Hdwy Stg 2 6 ------Follow-up Hdwy 3.8 3.9 2.32 3.14 - - - Pot Cap-1 Maneuver 11 80 75 27 - - - Stage 1 ~ 9 ------Stage 2 543 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 0 79 42 42 - - - Mov Cap-2 Maneuver 0 ------Stage 1 0 ------Stage 2 540 ------

Approach EB NB SB HCM Control Delay, s 75.3 100.2 0 HCM LOS F

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 42 - 79 - - HCM Lane V/C Ratio 0.144 - 0.371 - - HCM Control Delay (s) 151.4 99.3 75.3 - - HCM Lane LOS F F F - - HCM 95th %tile Q(veh) 0.5 - 1.4 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon

The Traffic Group Synchro 10 Report MYC Page 4

34 Lanes, Volumes, Timings Total AM 3: MD 97 & Site Acc 07/10/2020

Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 31 0 1109 3207 14 Future Volume (vph) 0 31 0 1109 3207 14 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 719 693 292 Travel Time (s) 19.6 13.5 5.7 Confl. Peds. (#/hr) 6 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 0% 0% 4% 4% 3% 3% Bus Blockages (#/hr) 0 0 0 9 9 9 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 5

35 HCM 6th TWSC Total AM 3: MD 97 & Site Acc 07/10/2020

Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 31 0 1109 3207 14 Future Vol, veh/h 0 31 0 1109 3207 14 Conflicting Peds, #/hr 0 0 0 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 99 99 99 99 99 99 Heavy Vehicles, % 0 0 4 4 3 3 Mvmt Flow 0 31 0 1120 3239 14

Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1633 - 0 - 0 Stage 1 ------Stage 2 ------Critical Hdwy - 7.1 - - - - Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.9 - - - - Pot Cap-1 Maneuver 0 79 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % --- Mov Cap-1 Maneuver - 79 - - - - Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB NB SB HCM Control Delay, s 77.8 0 0 HCM LOS F

Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 79 - - HCM Lane V/C Ratio - 0.396 - - HCM Control Delay (s) - 77.8 - - HCM Lane LOS - F - - HCM 95th %tile Q(veh) - 1.6 - -

The Traffic Group Synchro 10 Report MYC Page 6

36 Lanes, Volumes, Timings Total AM 4: MD 97 & Forest Glen Rd 07/10/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 66 120 275 494 379 38 0 936 296 0 2926 72 Future Volume (vph) 66 120 275 494 379 38 0 936 296 0 2926 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 14 14 10 10 10 11 11 11 Storage Length (ft) 0 260 200 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes No Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 1027 1252 739 490 Travel Time (s) 23.3 28.5 14.4 9.5 Confl. Peds. (#/hr) 42 68 68 42 51 46 46 51 Confl. Bikes (#/hr) 1 5 4 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 3% 12% 1% 1% 5% 5% 3% 3% 3% 3% 3% 3% Bus Blockages (#/hr) 000000000099 Shared Lane Traffic (%) Turn Type Prot NA Perm Prot NA NA NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 Detector Phase 7 4 4 3 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 11.0 29.0 29.0 16.0 34.0 32.0 32.0 Total Split (s) 21.0 31.0 31.0 41.0 51.0 108.0 108.0 Total Split (%) 11.7% 17.2% 17.2% 22.8% 28.3% 60.0% 60.0% Yellow Time (s) 3.5 4.0 4.0 5.0 4.0 4.0 4.0 All-Red Time (s) 2.5 3.0 3.0 6.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 7.0 7.0 11.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None C-Min C-Min Intersection Summary Area Type: CBD Cycle Length: 180 Actuated Cycle Length: 180 Offset: 13 (7%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated

Splits and Phases: 4: MD 97 & Forest Glen Rd

The Traffic Group Synchro 10 Report MYC Page 7

37 HCM 6th Signalized Intersection Summary Total AM 4: MD 97 & Forest Glen Rd 07/10/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 120 275 494 379 38 0 936 296 0 2926 72 Future Volume (veh/h) 66 120 275 494 379 38 0 936 296 0 2926 72 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.84 1.00 0.91 1.00 0.94 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1670 1550 1697 1697 1709 1709 0 1670 1670 0 1670 1670 Adj Flow Rate, veh/h 67 122 281 504 387 39 0 955 302 0 2986 73 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 12 1 1 5 5 0 3 3 0 3 3 Cap, veh/h 82 207 160 522 418 42 0 2418 744 0 3225 78 Arrive On Green 0.05 0.13 0.13 0.17 0.28 0.28 0.00 0.56 0.56 0.00 0.56 0.56 Sat Flow, veh/h 1590 1550 1203 3135 1512 152 0 4542 1327 0 5981 140 Grp Volume(v), veh/h 67 122 281 504 0 426 0 955 302 0 2235 824 Grp Sat Flow(s),veh/h/ln 1590 1550 1203 1567 0 1664 0 1436 1327 0 1436 1578 Q Serve(g_s), s 7.5 13.3 24.0 28.7 0.0 44.8 0.0 22.5 23.3 0.0 85.2 86.3 Cycle Q Clear(g_c), s 7.5 13.3 24.0 28.7 0.0 44.8 0.0 22.5 23.3 0.0 85.2 86.3 Prop In Lane 1.00 1.00 1.00 0.09 0.00 1.00 0.00 0.09 Lane Grp Cap(c), veh/h 82 207 160 522 0 460 0 2418 744 0 2418 885 V/C Ratio(X) 0.82 0.59 1.75 0.96 0.00 0.93 0.00 0.40 0.41 0.00 0.92 0.93 Avail Cap(c_a), veh/h 133 207 160 522 0 460 0 2418 744 0 2418 885 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 84.6 73.4 78.0 74.5 0.0 63.3 0.0 22.3 22.4 0.0 36.0 36.3 Incr Delay (d2), s/veh 18.6 4.4 362.6 30.5 0.0 24.7 0.0 0.5 1.6 0.0 7.5 17.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 6.4 9.5 38.0 20.0 0.0 30.0 0.0 12.4 12.2 0.0 39.9 46.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 103.2 77.8 440.6 104.9 0.0 88.0 0.0 22.8 24.1 0.0 43.5 53.7 LnGrp LOS F E F F A F A C C A D D Approach Vol, veh/h 470 930 1257 3059 Approach Delay, s/veh 298.3 97.2 23.1 46.3 Approach LOS F F C D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 108.0 41.0 31.0 108.0 15.2 56.8 Change Period (Y+Rc), s 7.0 11.0 7.0 7.0 6.0 7.0 Max Green Setting (Gmax), s 101.0 30.0 24.0 101.0 15.0 44.0 Max Q Clear Time (g_c+I1), s 25.3 30.7 26.0 88.3 9.5 46.8 Green Ext Time (p_c), s 12.3 0.0 0.0 11.9 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 70.2 HCM 6th LOS E

The Traffic Group Synchro 10 Report MYC Page 8

38 Lanes, Volumes, Timings Total AM 5: Belvedere Blvd & Site Acc/McKenney Ave 07/10/2020

Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 24 2 1 0 7 9 20 0 58 3 7 9 Future Volume (vph) 24 2 1 0 7 9 20 0 58 3 7 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 25 Link Distance (ft) 133 606 262 719 Travel Time (s) 3.6 16.5 7.1 19.6 Confl. Peds. (#/hr) 1 1 2 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 2% 0% 0% 0% 0% 2% 2% 2% 2% 0% 2% 0% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 9

39 HCM 6th TWSC Total AM 5: Belvedere Blvd & Site Acc/McKenney Ave 07/10/2020

Intersection Int Delay, s/veh 7.4 Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Vol, veh/h 24 2 1 0 7 9 20 0 58 3 7 9 Future Vol, veh/h 24 2 1 0 7 9 20 0 58 3 7 9 Conflicting Peds, #/hr 0 0 1 1 0 0 0 0 0 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 2 0 0 0 0 2 2 2 2 0 2 0 Mvmt Flow 29 2 1 0 8 11 24 0 69 4 8 11

Major/Minor Major1 Major2 Minor2 Minor1 Conflicting Flow All 19 0 0 4 0 0 84 76 16 112 81 4 Stage 1 ------14 14 - 62 62 - Stage 2 ------70 62 - 50 19 - Critical Hdwy 4.12 - - 4.1 - - 7.12 6.52 6.22 7.1 6.52 6.2 Critical Hdwy Stg 1 ------6.12 5.52 - 6.1 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 - 6.1 5.52 - Follow-up Hdwy 2.218 - - 2.2 - - 3.518 4.018 3.318 3.5 4.018 3.3 Pot Cap-1 Maneuver 1597 - - 1631 - - 903 814 1063 870 809 1085 Stage 1 ------1006 884 - 954 843 - Stage 2 ------940 843 - 968 880 - Platoon blocked, % -- -- Mov Cap-1 Maneuver 1597 - - 1629 - - 875 799 1061 800 794 1084 Mov Cap-2 Maneuver ------875 799 - 800 794 - Stage 1 ------988 884 - 936 827 - Stage 2 ------905 827 - 903 880 -

Approach NB SB SE NW HCM Control Delay, s 6.5 0 8.9 9.1 HCM LOS A A

Minor Lane/Major Mvmt NBL NBT NBRNWLn1 SELn1 SBL SBT SBR Capacity (veh/h) 1597 - - 910 1006 1629 - - HCM Lane V/C Ratio 0.018 - - 0.025 0.092 - - - HCM Control Delay (s) 7.3 0 - 9.1 8.9 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.3 0 - -

The Traffic Group Synchro 10 Report MYC Page 10

40 Lanes, Volumes, Timings Total PM 1: MD 97 & Dennis Ave 07/14/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 112 86 30 152 86 182 57 2302 124 177 1539 20 Future Volume (vph) 112 86 30 152 86 182 57 2302 124 177 1539 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 9 9 10 10 12 8 11 12 8 11 11 Storage Length (ft) 0 0 180 0 100 180 270 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes Yes Yes Yes Link Speed (mph) 25 30 35 35 Link Distance (ft) 336 1057 1494 2412 Travel Time (s) 9.2 24.0 29.1 47.0 Confl. Peds. (#/hr) 4 4 3 4 4 3 Confl. Bikes (#/hr) 1 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 3% 1% 1% 2% 2% 2% 0% 1% 2% 1% 3% 3% Bus Blockages (#/hr) 0 0 0 0 0 0 0 9 9 0 10 10 Shared Lane Traffic (%) 23% Turn Type Split NA Split NA Perm Prot NA Perm Prot NA Protected Phases 4 4 8 8 1 6 5 2 Permitted Phases 8 6 Detector Phase 4 4 8 8 8 1 6 6 5 2 Switch Phase Minimum Initial (s) 5.0 5.0 4.0 4.0 4.0 3.0 7.0 7.0 4.0 7.0 Minimum Split (s) 11.0 11.0 31.5 31.5 31.5 8.0 26.5 26.5 9.0 26.5 Total Split (s) 20.0 20.0 32.0 32.0 32.0 19.0 79.0 79.0 19.0 79.0 Total Split (%) 13.3% 13.3% 21.3% 21.3% 21.3% 12.7% 52.7% 52.7% 12.7% 52.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 4.0 4.0 All-Red Time (s) 2.5 2.5 3.0 3.0 3.0 1.0 1.5 1.5 1.0 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 6.0 6.5 6.5 6.5 5.0 5.5 5.5 5.0 5.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Min C-Min None C-Min Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 150 Offset: 40 (27%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 140 Control Type: Actuated-Coordinated

Splits and Phases: 1: MD 97 & Dennis Ave

The Traffic Group Synchro 10 Report MYC Page 1

41 HCM 6th Signalized Intersection Summary Total PM 1: MD 97 & Dennis Ave 07/14/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 112 86 30 152 86 182 57 2302 124 177 1539 20 Future Volume (veh/h) 112 86 30 152 86 182 57 2302 124 177 1539 20 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1856 1810 1810 1870 1870 1870 1824 1885 1870 1810 1856 1856 Adj Flow Rate, veh/h 115 89 31 123 137 188 59 2373 128 182 1587 21 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 3 1 1 2 2 2 0 1 2 1 3 3 Cap, veh/h 148 107 37 248 260 219 75 2729 791 161 2949 39 Arrive On Green 0.08 0.08 0.08 0.14 0.14 0.14 0.09 1.00 1.00 0.09 0.58 0.58 Sat Flow, veh/h 1767 1277 445 1781 1870 1571 1737 5147 1491 1724 5079 67 Grp Volume(v), veh/h 115 0 120 123 137 188 59 2373 128 182 1055 553 Grp Sat Flow(s),veh/h/ln 1767 0 1722 1781 1870 1571 1737 1716 1491 1724 1689 1769 Q Serve(g_s), s 9.6 0.0 10.3 9.6 10.2 17.5 5.0 0.0 0.0 14.0 28.6 28.6 Cycle Q Clear(g_c), s 9.6 0.0 10.3 9.6 10.2 17.5 5.0 0.0 0.0 14.0 28.6 28.6 Prop In Lane 1.00 0.26 1.00 1.00 1.00 1.00 1.00 0.04 Lane Grp Cap(c), veh/h 148 0 144 248 260 219 75 2729 791 161 1961 1027 V/C Ratio(X) 0.78 0.00 0.83 0.50 0.53 0.86 0.79 0.87 0.16 1.13 0.54 0.54 Avail Cap(c_a), veh/h 165 0 161 303 318 267 162 2729 791 161 1961 1027 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.72 0.72 0.72 1.00 1.00 1.00 Uniform Delay (d), s/veh 67.3 0.0 67.7 59.7 60.0 63.1 67.9 0.0 0.0 68.0 19.2 19.2 Incr Delay (d2), s/veh 23.0 0.0 31.5 1.5 1.6 20.4 12.5 3.0 0.3 110.6 1.1 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 9.1 0.0 9.8 7.9 8.7 13.0 4.3 1.4 0.1 17.3 16.8 17.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 90.4 0.0 99.1 61.2 61.6 83.6 80.4 3.0 0.3 178.6 20.2 21.2 LnGrp LOS F A F E E F F A A F C C Approach Vol, veh/h 235 448 2560 1790 Approach Delay, s/veh 94.8 70.7 4.7 36.6 Approach LOS F E A D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.4 92.6 18.6 19.0 85.0 27.4 Change Period (Y+Rc), s 5.0 5.5 6.0 5.0 5.5 6.5 Max Green Setting (Gmax), s 14.0 73.5 14.0 14.0 73.5 25.5 Max Q Clear Time (g_c+I1), s 7.0 30.6 12.3 16.0 2.0 19.5 Green Ext Time (p_c), s 0.0 15.9 0.3 0.0 43.0 1.0 Intersection Summary HCM 6th Ctrl Delay 26.1 HCM 6th LOS C Notes User approved volume balancing among the lanes for turning movement.

The Traffic Group Synchro 10 Report MYC Page 2

42 Lanes, Volumes, Timings Total PM 2: MD 97 & Belvedere Blvd 07/14/2020

Lane Group EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 8 18 35 30 2603 1965 7 Future Volume (vph) 8 18 35 30 2603 1965 7 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 12 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 601 292 678 Travel Time (s) 16.4 5.7 13.2 Confl. Peds. (#/hr) 11 Confl. Bikes (#/hr) 2 Peak Hour Factor 0.99 0.99 0.92 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 5% 5% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 9 10 10 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 3

43 HCM 6th TWSC Total PM 2: MD 97 & Belvedere Blvd 07/14/2020

Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBU NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 18 35 30 2603 1965 7 Future Vol, veh/h 8 18 35 30 2603 1965 7 Conflicting Peds, #/hr 0 0 0 0 0 0 11 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - - None - None Storage Length 0 ------Veh in Median Storage, # 0 - - - 0 0 - Grade, % 0 - - - 0 0 - Peak Hour Factor 99 99 92 99 99 99 99 Heavy Vehicles, % 5 5 2 2 2 2 2 Mvmt Flow 8 18 38 30 2629 1985 7

Major/Minor Minor2 Major1 Major2 Conflicting Flow All 3188 1007 1454 2003 0 - 0 Stage 1 2000 ------Stage 2 1188 ------Critical Hdwy 5.8 7.2 5.64 5.34 - - - Critical Hdwy Stg 1 6.7 ------Critical Hdwy Stg 2 6.1 ------Follow-up Hdwy 3.85 3.95 2.32 3.12 - - - Pot Cap-1 Maneuver 19 201 245 125 - - - Stage 1 55 ------Stage 2 221 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 19 199 165 165 - - - Mov Cap-2 Maneuver 19 ------Stage 1 55 ------Stage 2 219 ------

Approach EB NB SB HCM Control Delay, s 134.6 1.1 0 HCM LOS F

Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 165 - 51 - - HCM Lane V/C Ratio 0.184 - 0.515 - - HCM Control Delay (s) 41.5 0 134.6 - - HCM Lane LOS E A F - - HCM 95th %tile Q(veh) 0.7 - 2 - -

The Traffic Group Synchro 10 Report MYC Page 4

44 Lanes, Volumes, Timings Total PM 3: MD 97 & Site Acc 07/14/2020

Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (vph) 0 22 0 2668 1968 41 Future Volume (vph) 0 22 0 2668 1968 41 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 10 10 11 11 11 11 Link Speed (mph) 25 35 35 Link Distance (ft) 708 693 292 Travel Time (s) 19.3 13.5 5.7 Confl. Peds. (#/hr) 6 Confl. Bikes (#/hr) 3 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 Heavy Vehicles (%) 0% 0% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 9 10 10 Shared Lane Traffic (%) Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 5

45 HCM 6th TWSC Total PM 3: MD 97 & Site Acc 07/14/2020

Intersection Int Delay, s/veh 0.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 22 0 2668 1968 41 Future Vol, veh/h 0 22 0 2668 1968 41 Conflicting Peds, #/hr 0 0 0 0 0 6 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 99 99 99 99 99 99 Heavy Vehicles, % 0 0 2 2 2 2 Mvmt Flow 0 22 0 2695 1988 41

Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 1021 - 0 - 0 Stage 1 ------Stage 2 ------Critical Hdwy - 7.1 - - - - Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.9 - - - - Pot Cap-1 Maneuver 0 204 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % --- Mov Cap-1 Maneuver - 203 - - - - Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB NB SB HCM Control Delay, s 24.9 0 0 HCM LOS C

Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 203 - - HCM Lane V/C Ratio - 0.109 - - HCM Control Delay (s) - 24.9 - - HCM Lane LOS - C - - HCM 95th %tile Q(veh) - 0.4 - -

The Traffic Group Synchro 10 Report MYC Page 6

46 Lanes, Volumes, Timings Total PM 4: MD 97 & Forest Glen Rd 07/14/2020

Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 200 372 194 337 209 93 0 2434 394 0 1844 89 Future Volume (vph) 200 372 194 337 209 93 0 2434 394 0 1844 89 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 11 11 11 12 14 14 10 10 10 11 11 11 Storage Length (ft) 0 260 200 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Right Turn on Red Yes No Yes Yes Link Speed (mph) 30 30 35 35 Link Distance (ft) 1027 1252 739 490 Travel Time (s) 23.3 28.5 14.4 9.5 Confl. Peds. (#/hr) 30 49 49 30 36 28 28 36 Confl. Bikes (#/hr) 2 1 1 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles (%) 1% 4% 2% 2% 5% 5% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 10 10 Shared Lane Traffic (%) Turn Type Prot NA Perm Prot NA NA NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 Detector Phase 7 4 4 3 8 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 11.0 29.0 29.0 16.0 34.0 32.0 32.0 Total Split (s) 26.0 31.0 31.0 44.0 49.0 75.0 75.0 Total Split (%) 17.3% 20.7% 20.7% 29.3% 32.7% 50.0% 50.0% Yellow Time (s) 3.5 4.0 4.0 5.0 4.0 4.0 4.0 All-Red Time (s) 2.5 3.0 3.0 6.0 3.0 3.0 3.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 6.0 7.0 7.0 11.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None None C-Min C-Min Intersection Summary Area Type: CBD Cycle Length: 150 Actuated Cycle Length: 150 Offset: 120 (80%), Referenced to phase 2:NBT and 6:SBT, Start of Green Natural Cycle: 150 Control Type: Actuated-Coordinated

Splits and Phases: 4: MD 97 & Forest Glen Rd

The Traffic Group Synchro 10 Report MYC Page 7

47 HCM 6th Signalized Intersection Summary Total PM 4: MD 97 & Forest Glen Rd 07/14/2020

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 200 372 194 337 209 93 0 2434 394 0 1844 89 Future Volume (veh/h) 200 372 194 337 209 93 0 2434 394 0 1844 89 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.92 1.00 0.92 1.00 0.95 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1697 1657 1683 1683 1709 1709 0 1683 1683 0 1683 1683 Adj Flow Rate, veh/h 204 380 198 344 213 95 0 2484 402 0 1882 91 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 1 4 2 2 5 5 0 2 2 0 2 2 Cap, veh/h 215 307 244 400 233 104 0 2616 414 0 2921 141 Arrive On Green 0.13 0.19 0.19 0.13 0.21 0.21 0.00 0.52 0.52 0.00 0.52 0.52 Sat Flow, veh/h 1616 1657 1314 3110 1087 485 0 5275 797 0 5863 272 Grp Volume(v), veh/h 204 380 198 344 0 308 0 2133 753 0 1453 520 Grp Sat Flow(s),veh/h/ln 1616 1657 1314 1555 0 1571 0 1448 1493 0 1448 1556 Q Serve(g_s), s 18.8 27.8 21.7 16.3 0.0 28.7 0.0 69.6 73.4 0.0 36.3 36.3 Cycle Q Clear(g_c), s 18.8 27.8 21.7 16.3 0.0 28.7 0.0 69.6 73.4 0.0 36.3 36.3 Prop In Lane 1.00 1.00 1.00 0.31 0.00 0.53 0.00 0.17 Lane Grp Cap(c), veh/h 215 307 244 400 0 337 0 2254 775 0 2254 808 V/C Ratio(X) 0.95 1.24 0.81 0.86 0.00 0.91 0.00 0.95 0.97 0.00 0.64 0.64 Avail Cap(c_a), veh/h 215 307 244 684 0 440 0 2254 775 0 2254 808 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 64.5 61.1 58.6 64.0 0.0 57.6 0.0 34.1 35.0 0.0 26.1 26.1 Incr Delay (d2), s/veh 46.4 131.0 18.5 5.6 0.0 20.0 0.0 10.0 26.1 0.0 1.4 3.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 15.9 34.1 13.3 11.0 0.0 19.3 0.0 34.1 40.5 0.0 18.4 20.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 110.9 192.1 77.1 69.6 0.0 77.5 0.0 44.0 61.2 0.0 27.5 30.0 LnGrp LOS F F E E A E A D E A C C Approach Vol, veh/h 782 652 2886 1973 Approach Delay, s/veh 141.8 73.3 48.5 28.2 Approach LOS F E D C Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 84.9 30.3 34.8 84.9 26.0 39.1 Change Period (Y+Rc), s 7.0 11.0 7.0 7.0 6.0 7.0 Max Green Setting (Gmax), s 68.0 33.0 24.0 68.0 20.0 42.0 Max Q Clear Time (g_c+I1), s 75.4 18.3 29.8 38.3 20.8 30.7 Green Ext Time (p_c), s 0.0 1.1 0.0 17.6 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 56.3 HCM 6th LOS E

The Traffic Group Synchro 10 Report MYC Page 8

48 Lanes, Volumes, Timings Total PM 5: Belvedere Blvd & Site Acc/McKenney Ave 07/14/2020

Lane Group NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Volume (vph) 28 3 4 0 7 39 18 0 36 2 0 5 Future Volume (vph) 28 3 4 0 7 39 18 0 36 2 0 5 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Link Speed (mph) 25 25 25 25 Link Distance (ft) 168 601 354 708 Travel Time (s) 4.6 16.4 9.7 19.3 Confl. Peds. (#/hr) 9 9 2 3 3 2 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles (%) 17% 17% 17% 2% 2% 2% 0% 0% 0% 0% 0% 0% Shared Lane Traffic (%) Sign Control Free Free Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized

The Traffic Group Synchro 10 Report MYC Page 9

49 HCM 6th TWSC Total PM 5: Belvedere Blvd & Site Acc/McKenney Ave 07/14/2020

Intersection Int Delay, s/veh 5.4 Movement NBL NBT NBR SBL SBT SBR SEL SET SER NWL NWT NWR Lane Configurations Traffic Vol, veh/h 28 3 4 0 7 39 18 0 36 2 0 5 Future Vol, veh/h 28 3 4 0 7 39 18 0 36 2 0 5 Conflicting Peds, #/hr 9 0 0 0 0 9 2 0 3 3 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 17 17 17 2 2 2 0 0 0 0 0 0 Mvmt Flow 33 4 5 0 8 46 21 0 43 2 0 6

Major/Minor Major1 Major2 Minor2 Minor1 Conflicting Flow All 63 0 0 9 0 0 118 115 43 129 136 9 Stage 1 ------40 40 - 73 73 - Stage 2 ------78 75 - 56 63 - Critical Hdwy 4.27 - - 4.12 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 ------6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 ------6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.353 - - 2.218 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1449 - - 1611 - - 863 779 1033 849 759 1079 Stage 1 ------980 866 - 942 838 - Stage 2 ------936 836 - 961 846 - Platoon blocked, % -- -- Mov Cap-1 Maneuver 1437 - - 1611 - - 835 754 1021 797 735 1077 Mov Cap-2 Maneuver ------835 754 - 797 735 - Stage 1 ------950 858 - 920 819 - Stage 2 ------908 817 - 918 838 -

Approach NB SB SE NW HCM Control Delay, s 6.1 0 9.1 8.7 HCM LOS A A

Minor Lane/Major Mvmt NBL NBT NBRNWLn1 SELn1 SBL SBT SBR Capacity (veh/h) 1437 - - 979 950 1611 - - HCM Lane V/C Ratio 0.023 - - 0.009 0.068 - - - HCM Control Delay (s) 7.6 0 - 8.7 9.1 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0.1 - - 0 0.2 0 - -

The Traffic Group Synchro 10 Report MYC Page 10

50 HCM Unsignalized Intersection Existing Traffic Total Traffic

HCM Delay Delay Delay Morning Peak Hour Traffic Volumes Volumes Standard (sec) (sec) 2. Georgia Ave & Belvedere Ave EB Approach - 22 388.9 29 75.3 NB Approach - 1099 82.7 1109 100.2 SB Approach - 3195 0.0 3198 0.0 Overall 80 4316 23.0 4336 26.1 3. Georgia Ave & Arthur Ave EB Approach - 8 55.7 31 77.8 NB Approach - 1099 0.0 1109 0.0 SB Approach - 3208 0.0 3221 0.0 Overall 80 4315 0.1 4361 0.6 5. Belvedere Blvd & MeKenney Ave EB Approach - 78 8.8 78 8.9 WB Approach - 0 0.0 10 9.1 NB Approach - 26 6.7 27 6.5 SB Approach - 16 0.0 16 0.0 Overall 80 120 7.2 131 7.3 HCM Delay Delay Delay Evening Peak Hour Traffic Volumes Volumes Standard (sec) (sec) 2. Georgia Ave & Belvedere Ave EB Approach - 21 56.9 26 134.6 NB Approach - 2642 0.6 2668 1.1 SB Approach - 1965 0.0 1972 0.0 Overall 80 4628 0.6 4666 1.4 3. Georgia Ave & Arthur Ave EB Approach - 6 22.8 22 24.9 NB Approach - 2642 0.0 2668 0.0 SB Approach - 1976 0.0 2009 0.0 Overall 80 4624 0.0 4699 0.1 5. Belvedere Ave & Arthur Ave EB Approach - 54 8.9 54 9.1 WB Approach - 0 0.0 7 8.7 NB Approach - 31 6.6 35 6.1 SB Approach - 46 0.0 46 0.0 Overall 80 131 5.2 142 5.4

Notes: Results were based on Synchro 10 HCM 6 report.

DELAY CALCULATION FOR STOP CONTROL INTERSECTIONS

Qt, 170722\REV5\LOS.xls-Unsignalized, F07/13/20

51 Queuing and Blocking Report Existing AM Baseline 07/10/2020 Intersection: 1: MD 97 & Dennis Ave

Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L LT R L T T T R L T Maximum Queue (ft) 203 251 205 537 119 123 218 204 203 144 295 804 Average Queue (ft) 87 120 182 301 45 64 108 109 105 37 188 550 95th Queue (ft) 167 216 236 472 88 125 196 180 183 96 331 771 Link Distance (ft) 274 274 986 986 1438 1438 1438 2372 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 180 100 180 270 Storage Blk Time (%) 6 35 10 15 2 0 1 26 Queuing Penalty (veh) 14 55 26 8 3 0 9 34

Intersection: 1: MD 97 & Dennis Ave

Movement SB SB Directions Served T TR Maximum Queue (ft) 806 782 Average Queue (ft) 559 548 95th Queue (ft) 773 759 Link Distance (ft) 2372 2372 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 2: MD 97 & Belvedere Blvd

Movement EB NB NB NB SB SB SB Directions Served LR ULT T T T T TR Maximum Queue (ft) 69 133 107 8 6 38 22 Average Queue (ft) 19 22 8 0 0 1 1 95th Queue (ft) 48 91 57 7 6 23 22 Link Distance (ft) 510 234 234 234 591 591 591 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 1

52 Queuing and Blocking Report Existing AM Baseline 07/10/2020 Intersection: 3: MD 97 & Arthur Ave

Movement EB NB NB SB Directions Served RTTT Maximum Queue (ft) 41 3 2 4 Average Queue (ft) 7 0 0 0 95th Queue (ft) 27 3 2 4 Link Distance (ft) 534 649 649 234 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 4: MD 97 & Forest Glen Rd

Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L L TR T T T TR T T Maximum Queue (ft) 185 520 285 225 862 964 327 289 215 162 489 479 Average Queue (ft) 74 173 192 212 468 574 217 182 104 65 397 398 95th Queue (ft) 147 419 315 247 878 949 306 273 203 126 541 538 Link Distance (ft) 953 953 1187 1187 678 678 678 678 386 386 Upstream Blk Time (%) 1 1 15 15 Queuing Penalty (veh) 0 0 121 123 Storage Bay Dist (ft) 260 200 Storage Blk Time (%) 1 13 19 45 Queuing Penalty (veh) 2 16 48 110

Intersection: 4: MD 97 & Forest Glen Rd

Movement SB SB B15 B15 B15 Directions Served T TR T T T Maximum Queue (ft) 468 462 418 460 472 Average Queue (ft) 373 356 103 130 143 95th Queue (ft) 513 492 315 374 406 Link Distance (ft) 386 386 649 649 649 Upstream Blk Time (%) 9 7 Queuing Penalty (veh) 74 56 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 2

53 Queuing and Blocking Report Existing AM Baseline 07/10/2020 Intersection: 5: Belvedere Blvd & McKenney Ave

Movement EB SE Directions Served LT LR Maximum Queue (ft) 9 59 Average Queue (ft) 0 32 95th Queue (ft) 5 53 Link Distance (ft) 204 349 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 6: MD 97 & August Dr

Movement WB NB NB NB SB SB SB SB Directions Served LR T T T L T T T Maximum Queue (ft) 221 211 246 248 115 905 1134 907 Average Queue (ft) 109 51 55 59 33 134 171 156 95th Queue (ft) 190 151 170 178 83 489 599 495 Link Distance (ft) 629 591 591 591 1438 1438 1438 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 230 Storage Blk Time (%) 1 Queuing Penalty (veh) 1

Network Summary Network wide Queuing Penalty: 702

The Traffic Group SimTraffic Report MYC Page 3

54 Queuing and Blocking Report Existing PM Baseline 07/10/2020 Intersection: 1: MD 97 & Dennis Ave

Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L LT R L T T T R L T Maximum Queue (ft) 210 224 204 256 199 124 345 377 384 230 292 427 Average Queue (ft) 105 108 89 150 98 62 204 232 245 82 199 248 95th Queue (ft) 183 191 196 227 174 121 297 323 336 231 319 442 Link Distance (ft) 274 274 986 986 1438 1438 1438 2372 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 180 100 180 270 Storage Blk Time (%) 0 5 8 37 31 11 2 Queuing Penalty (veh) 0 4 60 21 39 58 3

Intersection: 1: MD 97 & Dennis Ave

Movement SB SB Directions Served T TR Maximum Queue (ft) 425 378 Average Queue (ft) 249 220 95th Queue (ft) 426 338 Link Distance (ft) 2372 2372 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 2: MD 97 & Belvedere Blvd

Movement EB NB NB NB SB Directions Served LR ULT T T TR Maximum Queue (ft) 57 140 147 71 2 Average Queue (ft) 15 36 13 4 0 95th Queue (ft) 42 101 80 47 2 Link Distance (ft) 508 233 233 233 591 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 1

55 Queuing and Blocking Report Existing PM Baseline 07/10/2020 Intersection: 3: MD 97 & Arthur Ave

Movement EB NB NB B15 B15 B15 SB Directions Served RTTTTTT Maximum Queue (ft) 34 3 6 4 160 164 5 Average Queue (ft) 5 0 0 0 6 6 0 95th Queue (ft) 22 3 5 4 82 83 5 Link Distance (ft) 346 649 649 386 386 386 233 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 4: MD 97 & Forest Glen Rd

Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L L TR T T T TR T T Maximum Queue (ft) 918 971 285 223 292 459 728 719 726 724 338 356 Average Queue (ft) 599 785 235 139 171 243 695 693 691 684 179 186 95th Queue (ft) 1238 1202 385 218 251 414 713 722 752 787 289 296 Link Distance (ft) 953 953 1187 1187 678 678 678 678 386 386 Upstream Blk Time (%) 17 43 52 51 62 60 0 0 Queuing Penalty (veh) 0 0 0 0 0 0 0 0 Storage Bay Dist (ft) 260 200 Storage Blk Time (%) 61 0 1 4 Queuing Penalty (veh) 117 1 1 7

Intersection: 4: MD 97 & Forest Glen Rd

Movement SB SB B15 B15 Directions Served T TR T T Maximum Queue (ft) 345 337 19 5 Average Queue (ft) 185 183 1 0 95th Queue (ft) 291 291 10 5 Link Distance (ft) 386 386 649 649 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 2

56 Queuing and Blocking Report Existing PM Baseline 07/10/2020 Intersection: 5: Belvedere Blvd & McKenney Ave

Movement SE NE Directions Served LR LT Maximum Queue (ft) 48 27 Average Queue (ft) 27 2 95th Queue (ft) 49 12 Link Distance (ft) 333 166 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 6: MD 97 & August Dr

Movement WB NB NB NB SB SB SB SB Directions Served LR T T T L T T T Maximum Queue (ft) 134 114 130 146 128 200 242 316 Average Queue (ft) 54 27 51 66 44 74 93 107 95th Queue (ft) 106 77 110 128 95 167 198 243 Link Distance (ft) 629 591 591 591 1438 1438 1438 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 230 Storage Blk Time (%) 0 Queuing Penalty (veh) 0

Network Summary Network wide Queuing Penalty: 313

The Traffic Group SimTraffic Report MYC Page 3

57 Queuing and Blocking Report Total AM Baseline 07/13/2020 Intersection: 1: MD 97 & Dennis Ave

Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L LT R L T T T R L T Maximum Queue (ft) 196 261 205 536 165 117 216 213 227 159 295 809 Average Queue (ft) 90 126 185 308 48 59 103 104 104 43 190 555 95th Queue (ft) 172 233 240 489 112 116 187 179 186 113 339 782 Link Distance (ft) 274 274 986 986 1438 1438 1438 2372 Upstream Blk Time (%) 0 1 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 180 100 180 270 Storage Blk Time (%) 5 37 9 15 2 0 1 26 Queuing Penalty (veh) 14 58 24 8 3 0 12 34

Intersection: 1: MD 97 & Dennis Ave

Movement SB SB Directions Served T TR Maximum Queue (ft) 814 800 Average Queue (ft) 564 553 95th Queue (ft) 786 766 Link Distance (ft) 2372 2372 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 2: MD 97 & Belvedere Blvd

Movement EB NB NB NB SB SB SB Directions Served LR ULT T T T T TR Maximum Queue (ft) 230 169 160 49 118 163 58 Average Queue (ft) 90 46 22 2 4 6 3 95th Queue (ft) 266 133 102 26 82 95 60 Link Distance (ft) 507 235 235 235 582 582 582 Upstream Blk Time (%) 0 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 1

58 Queuing and Blocking Report Total AM Baseline 07/13/2020 Intersection: 3: MD 97 & Site Acc

Movement EB SB SB SB Directions Served R T T TR Maximum Queue (ft) 80 24 33 27 Average Queue (ft) 30 4 5 5 95th Queue (ft) 68 49 54 59 Link Distance (ft) 611 235 235 235 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 4: MD 97 & Forest Glen Rd

Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L L TR T T T TR T T Maximum Queue (ft) 155 473 285 225 1035 1058 324 297 206 184 484 480 Average Queue (ft) 65 209 214 211 558 689 216 178 97 74 403 403 95th Queue (ft) 126 444 331 250 1043 1212 295 265 192 146 541 540 Link Distance (ft) 953 953 1187 1187 678 678 678 678 386 386 Upstream Blk Time (%) 4 5 16 17 Queuing Penalty (veh) 0 0 133 135 Storage Bay Dist (ft) 260 200 Storage Blk Time (%) 1 21 21 49 Queuing Penalty (veh) 2 25 52 120

Intersection: 4: MD 97 & Forest Glen Rd

Movement SB SB B15 B15 B15 Directions Served T TR T T T Maximum Queue (ft) 471 461 410 429 465 Average Queue (ft) 379 365 110 130 147 95th Queue (ft) 516 494 346 389 427 Link Distance (ft) 386 386 647 647 647 Upstream Blk Time (%) 10 9 0 0 0 Queuing Penalty (veh) 80 71 1 2 2 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 2

59 Queuing and Blocking Report Total AM Baseline 07/13/2020 Intersection: 5: Belvedere Blvd & Site Acc/McKenney Ave

Movement NB SB SE NW Directions Served LTR LTR LTR LTR Maximum Queue (ft) 16 3 56 25 Average Queue (ft) 1 0 30 8 95th Queue (ft) 7 3 49 24 Link Distance (ft) 88 507 236 611 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 6: MD 97 & August Dr

Movement WB NB NB NB SB SB SB SB Directions Served LR T T T L T T T Maximum Queue (ft) 236 233 261 264 163 880 941 431 Average Queue (ft) 110 50 61 65 35 144 152 129 95th Queue (ft) 191 153 179 187 96 517 495 321 Link Distance (ft) 628 582 582 582 1438 1438 1438 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 230 Storage Blk Time (%) 0 1 Queuing Penalty (veh) 0 1

Network Summary Network wide Queuing Penalty: 776

The Traffic Group SimTraffic Report MYC Page 3

60 Queuing and Blocking Report Total PM Baseline 07/14/2020 Intersection: 1: MD 97 & Dennis Ave

Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L LT R L T T T R L T Maximum Queue (ft) 207 211 201 251 206 119 422 435 468 230 290 409 Average Queue (ft) 107 102 85 147 92 58 218 245 264 83 190 238 95th Queue (ft) 184 179 191 224 172 113 337 362 386 235 309 384 Link Distance (ft) 274 274 986 986 1438 1438 1438 2372 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 180 100 180 270 Storage Blk Time (%) 0 5 6 38 32 0 11 1 Queuing Penalty (veh) 0 4 45 22 40 0 55 3

Intersection: 1: MD 97 & Dennis Ave

Movement SB SB Directions Served T TR Maximum Queue (ft) 404 386 Average Queue (ft) 247 222 95th Queue (ft) 380 336 Link Distance (ft) 2372 2372 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 2: MD 97 & Belvedere Blvd

Movement EB NB NB NB SB SB Directions Served LR ULT T T T T Maximum Queue (ft) 80 168 189 151 2 4 Average Queue (ft) 21 60 27 7 0 0 95th Queue (ft) 60 131 116 66 2 4 Link Distance (ft) 509 232 232 232 593 593 Upstream Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 1

61 Queuing and Blocking Report Total PM Baseline 07/14/2020 Intersection: 3: MD 97 & Site Acc

Movement EB NB NB B15 B15 B15 SB SB Directions Served R T T T T T T TR Maximum Queue (ft) 56 5 8 30 77 46 3 3 Average Queue (ft) 15 0 0 1 6 2 0 0 95th Queue (ft) 41 5 6 30 84 39 3 3 Link Distance (ft) 608 649 649 386 386 386 232 232 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 4: MD 97 & Forest Glen Rd

Movement EB EB EB WB WB WB NB NB NB NB SB SB Directions Served L T R L L TR T T T TR T T Maximum Queue (ft) 832 949 285 222 294 437 724 720 722 731 372 387 Average Queue (ft) 466 750 242 134 170 236 692 689 688 684 183 190 95th Queue (ft) 1053 1132 378 224 248 423 735 743 761 787 305 315 Link Distance (ft) 953 953 1187 1187 678 678 678 678 386 386 Upstream Blk Time (%) 8 24 49 50 61 60 0 0 Queuing Penalty (veh) 0 0 0 0 0 0 1 2 Storage Bay Dist (ft) 260 200 Storage Blk Time (%) 61 1 1 4 Queuing Penalty (veh) 118 3 1 6

Intersection: 4: MD 97 & Forest Glen Rd

Movement SB SB B15 B15 B15 Directions Served T TR T T T Maximum Queue (ft) 356 360 18 19 23 Average Queue (ft) 189 190 1 1 1 95th Queue (ft) 302 301 14 15 19 Link Distance (ft) 386 386 649 649 649 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

The Traffic Group SimTraffic Report MYC Page 2

62 Queuing and Blocking Report Total PM Baseline 07/14/2020 Intersection: 5: Belvedere Blvd & Site Acc/McKenney Ave

Movement NB SB SE NW Directions Served LTR LTR LTR LTR Maximum Queue (ft) 28 5 49 27 Average Queue (ft) 1 0 26 6 95th Queue (ft) 13 4 46 25 Link Distance (ft) 130 509 328 608 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

Intersection: 6: MD 97 & August Dr

Movement WB NB NB NB SB SB SB SB Directions Served LR T T T L T T T Maximum Queue (ft) 142 140 174 189 122 240 261 266 Average Queue (ft) 56 35 61 76 41 72 92 100 95th Queue (ft) 115 97 132 152 89 171 202 221 Link Distance (ft) 629 593 593 593 1438 1438 1438 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 230 Storage Blk Time (%) 0 Queuing Penalty (veh) 0

Network Summary Network wide Queuing Penalty: 301

The Traffic Group SimTraffic Report MYC Page 3

63 APPENDIX C

Signal Timing 201 GEORGIA AVENUE (MD 97) & DENNIS AVENUE NBLT - MD 97 SB - MD 97 EB - DENNIS AVE WB - DENNIS AVE SBLT - MD 97 NB - MD 97 PHASE 1 2 3 4 5 6 7 8 MIN GRN 3 7 5 4 4 7 0 0 BK MGRN 0 0 0 0 0 0 0 0 CS MGRN 0 0 0 0 0 0 0 0 DLY GRN 0 0 0 0 0 0 0 0 WALK 0 7 0 7 0 7 0 0 WALK2 0 0 0 0 0 0 0 0 WLK MAX 0 0 0 0 0 0 0 0 PED CLR 0 14 0 18 0 14 0 0 PD CLR2 0 0 0 0 0 0 0 0 PC MAX 0 0 0 0 0 0 0 0 PED CO 0 0 0 0 0 0 0 0 VEH EXT 3 0 5 3 4 0 0 0 VH EXT2 0 0 0 0 0 0 0 0 MAX1 10 60 20 25 20 60 0 0 MAX2 15 60 20 40 40 60 0 0 MAX3 0 0 0 0 0 0 0 0 DYM MAX 0 0 0 0 0 0 0 0 DYM STP 0 0 0 0 0 0 0 0 YELLOW 4 4 3.5 3.5 4 4 3 3 RED CLR 1 1.5 2.5 3 1 1.5 0 0 RED MAX 0 0 0 0 0 0 0 0 RED RVT 5 5 5 5 5 5 5 5 ACT B4 0 0 0 0 0 0 0 0 SEC/ACT 0 0 0 0 0 0 0 0 MAX INT 0 0 0 0 0 0 0 0 TIME B4 0 0 0 0 0 0 0 0 CARS WT 0 0 0 0 0 0 0 0 STPTDUC 0 0 0 0 0 0 0 0 TTREDUC 0 0 0 0 0 0 0 0 MIN GAP 0 0 0 0 0 0 0 0 AM Mid PM USE SPLIT PATTERN 1 2 3 CYCLE 180 150 150 OFFSET VAL 68 54 40

PHASE 1 2 3 4 5 6 7 8 SPLIT 1 20 102 21 37 32 90 0 0 COORD X X PHASE MODE NONE NONE NONE NONE NONE NONE NONE NONE

PHASE 1 2 3 4 5 6 7 8 SPLIT 2 16 83 19 32 22 77 0 0 COORD X X PHASE MODE NONE NONE NONE NONE NONE NONE NONE NONE

PHASE 1 2 3 4 5 6 7 8 SPLIT 3 19 79 20 32 19 79 0 0 COORD X X PHASE MODE NONE NONE NONE NONE NONE NONE NONE NONE

1 199 GEORGIA AVENUE (MD 97) & FOREST GLEN ROAD WBLT EB EBLT WB NB - MD 97 SBLT - MD 97 SB - MD 97 NBLT - MD 97 - FOREST GLEN - FOREST GLEN - FOREST - FOREST GLEN PHASE 1 2 3 4 5 6 7 8 MIN GRN 10 5 5 5 10 5 5 5 BK MGRN 0 0 0 0 0 0 0 0 CS MGRN 0 0 0 0 0 0 0 0 DLY GRN 0 0 0 5 0 0 0 0 WALK 7 0 0 7 7 0 0 7 WALK2 0 0 0 0 0 0 0 0 WLK MAX 0 0 0 0 0 0 0 0 PED CLR 18 0 0 20 18 0 0 20 PD CLR2 0 0 0 0 0 0 0 0 PC MAX 0 0 0 0 0 0 0 0 PED CO 0 0 0 0 0 0 0 0 VEH EXT 0 3 3 3 0 3 3 3 VH EXT2 0 0 0 0 0 0 0 0 MAX1 80 10 20 30 80 10 10 30 MAX2 80 15 90 50 80 15 15 90 MAX3 0 0 0 0 0 40 20 0 DYM MAX 0 0 0 0 0 0 0 0 DYM STP 0 0 0 0 0 0 0 0 YELLOW 4 4 3.5 4 4 4 3.5 4 RED CLR 3 3 2.5 3 3 3 2.5 3 RED MAX 0 0 0 0 0 0 0 0 RED RVT 5 5 5 5 5 5 5 5 ACT B4 0 0 0 0 0 0 0 0 SEC/ACT 0 0 0 0 0 0 0 0 MAX INT 0 0 0 0 0 0 0 0 TIME B4 0 0 0 0 0 0 0 0 CARS WT 0 0 0 0 0 0 0 0 STPTDUC 0 0 0 0 0 0 0 0 TTREDUC 0 0 0 0 0 0 0 0 MIN GAP 0 0 0 0 0 0 0 0 AM Mid PM USE SPLIT PATTERN 1 2 3 CYCLE 180 150 150 OFFSET VAL 13 128 120

PHASE 1 2 3 4 5 6 7 8 SPLIT 1 108 16 20 36 108 16 20 36 COORD X X PHASE MODE NONE NONE NONE NONE NONE NONE NONE NONE

PHASE 1 2 3 4 5 6 7 8 SPLIT 2 70 20 20 40 70 20 20 40 COORD X X PHASE MODE NONE NONE NONE NONE NONE NONE NONE NONE

PHASE 1 2 3 4 5 6 7 8 SPLIT 3 75 12 27 36 75 12 27 36 COORD X X PHASE MODE NONE NONE NONE NONE NONE NONE NONE NONE

2 APPENDIX D

Public Transit Information and Bikeway Plan Map How to use this timetable Effective 12-17-17

➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Q1,Q2,Q4,Q5,Q6 Saturday, Sunday) for when you will travel. Along the top of the schedule, Veirs Mill Road Line find the stop at or nearest the point where you will get on the bus. Follow that column down to the time you want to leave. ➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus. ➤ If the bus stop is not listed, use the Serves these locations- time shown for the bus stop before it Brinda servicio a estas ubicaciones as the time to wait at the stop. l Shady Grove station (Q1, Q2, Q5, Q6) ➤ The end-of-the-line or last stop is listed l Montgomery College in ALL CAPS on the schedule. (Rockville campus) (Q2, Q6) Cómo Usar este Horario l Rockville station (west side) ➤ Use este mapa para localizar las l Wheaton station paradas más cercanas a donde se l Forest Glen station (Q1, Q2, Q4) subirá y bajará del autobús. l Paul S. Sarbanes Transit Center ➤ Seleccione el horario (Entre semana, (Silver Spring station) (Q1, Q2, Q4) sábado, domingo) de cuando viajará. A lo largo de la parte superior del horario, localice la parada o el punto más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir. ➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership Page 1 of 13

1 For route and schedule information Q1,Q2,Q4,Q5,Q6 Call 202-637-7000 Veirs Mill Road Line www.wmata.com

FREDERICK RDQ1, Q2 Q5, Q6 SHADY GROVE STATION KING FARM SOMERVILLE DR REDLAND RD

GUD 355 RT W E DR Q1, Q2 Legend

Q5, Q6 — Metrorail Station

— Terminal Stands COLLEGE PKWYDR HUNGERFORD MONTGOMERY COLLEGE Q2, Q6 Note: MANNAKEE ST Q1 and Q5 do not divert to serve Montgomery College.

SOUTH CAMPUS DR WEST CAMPUS DR E MIDDLE LA Q1, Q2 ROCKVILLE Q4 RT 355 RT STATION Q5, Q6 CHURCH ST

VEIRS Q1, MILL Q2 RD Q4

Q5, Q6

ROCKVILLE PIKE RT 586

TWINBROOK PKWY

PARKLAND DR

RT 586

RANDOLPH RD

VEIRS MILL RD

Q1, Q2

Q5, Q6 Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. CONNECTICUTUNIVERSITY AVE The program will get you home in the event of GEORGIA AVE RT 97 a personal emergency or unscheduled overtime. BLVD To register and to receive program details, call WESTFIELD REEDIE DR Commuter Connection at 1-800-745-RIDE. WHEATON (2/97) Q1, Q2 WHEATON Q5, Q6 STATION Q4

RT 193

FOREST GLEN Q1, Q2 FOREST GLEN RD STATION Q4

AVE I-495 SEMINARY RD HOLY CROSS HOSPITAL

BELTWAY

DALE DR

SPRING ST GEORGIA

2 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Southbound To Silver Spring station Monday thru Friday — Lunes a viernes Georgia Paul S. Ave. & Sarbanes Frederick Mont- Veirs Forest Transit Shady Rd. (Md. gomery Rock- Mill Glen Rd. Georgia Center Grove Rt. 355) College ville Rd. & Veirs Mill WHEA- (Forest Ave. (SILVER (west) & W. (Rock- (west) Twin- Rd. & TON Glen) & SPRING) Route Gude ville brook Randolph Spring Number Dr. Campus) Pkwy. Rd. St. AM Service — Servicio matutino Q4 - - - 4:35 4:44 4:51 4:59 5:05 5:10 5:15 Q4 - - - 5:05 5:14 5:21 5:29 5:35 5:40 5:45 Q5 5:10 5:15 - 5:21 5:31 5:39 5:48 - - - Q4 - - - 5:42 5:52 6:00 6:10 6:18 6:23 6:28 Q5 5:40 5:45 - 5:51 6:00 6:06 6:14 - - - Q4 - - - 6:06 6:16 6:24 6:34 6:42 6:47 6:52 Q6 6:00 6:08 6:11 6:19 6:29 6:37 6:47 - - - Q4 - - - 6:29 6:39 6:47 6:57 7:05 7:10 7:15 Q6 6:20 6:28 6:31 6:39 6:49 6:57 7:07 - - - Q4 - - - 6:49 6:59 7:07 7:17 7:25 7:30 7:35 Q6 6:40 6:48 6:51 6:59 7:09 7:17 7:27 - - - Q4 - - - 7:09 7:19 7:27 7:37 7:45 7:50 7:55 Q6 7:00 7:08 7:11 7:19 7:29 7:37 7:47 - - - Q2 - - 7:21 7:29 7:39 7:48 7:59 8:08 8:14 8:19 Q6 7:20 7:28 7:31 7:39 7:49 7:57 8:07 - - - Q2 - - 7:41 7:49 7:59 8:08 8:19 8:28 8:34 8:39 Q6 7:40 7:48 7:51 7:59 8:09 8:17 8:27 - - - Q2 - - 8:01 8:09 8:19 8:28 8:39 8:48 8:54 8:59 Q6 8:00 8:08 8:11 8:19 8:29 8:37 8:47 - - - Q2 - - 8:21 8:28 8:39 8:48 8:59 9:06 9:12 9:17 Q6 8:20 8:27 8:31 8:39 8:50 8:58 9:08 - - - Q2 - - 8:41 8:48 8:59 9:08 9:19 9:26 9:32 9:37 Q6 8:40 8:47 8:51 8:59 9:10 9:18 9:28 - - - Q2 - - 9:01 9:08 9:19 9:28 9:39 9:46 9:52 9:57 Q6 9:00 9:07 9:11 9:19 9:30 9:38 9:48 - - - Q2 - - 9:21 9:28 9:39 9:48 9:59 10:06 10:12 10:17 Q6 9:30 9:37 9:41 9:49 10:00 10:08 10:18 - - - Q4 - - - 10:04 10:16 10:24 10:34 10:41 10:47 10:53 Q6 10:00 10:07 10:11 10:19 10:30 10:38 10:48 - - - Q4 - - - 10:34 10:46 10:54 11:04 11:11 11:17 11:23 Q6 10:30 10:37 10:41 10:49 11:00 11:08 11:18 - - - Q4 - - - 11:04 11:16 11:24 11:34 11:41 11:47 11:53 Q6 11:00 11:07 11:11 11:19 11:30 11:38 11:48 - - - Q4 - - - 11:34 11:46 11:54 12:04 12:11 12:17 12:23 Q6 11:30 11:37 11:41 11:49 12:00 12:08 12:18 - - -

Page 3 of 13

3 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Southbound To Silver Spring station Monday thru Friday — Lunes a viernes Georgia Paul S. Ave. & Sarbanes Frederick Mont- Veirs Forest Transit Shady Rd. (Md. gomery Rock- Mill Glen Rd. Georgia Center Grove Rt. 355) College ville Rd. & Veirs Mill WHEA- (Forest Ave. (SILVER (west) & W. (Rock- (west) Twin- Rd. & TON Glen) & SPRING) Route Gude ville brook Randolph Spring Number Dr. Campus) Pkwy. Rd. St. PM Service — Servicio vespertino Q4 - - - 12:04 12:16 12:24 12:34 12:41 12:47 12:53 Q6 12:00 12:07 12:11 12:19 12:30 12:38 12:48 - - - Q4 - - - 12:34 12:46 12:54 1:04 1:11 1:17 1:23 Q6 12:30 12:37 12:41 12:49 1:00 1:08 1:18 - - - Q4 - - - 1:04 1:16 1:24 1:34 1:41 1:47 1:53 Q6 1:00 1:07 1:11 1:19 1:30 1:38 1:48 - - - Q4 - - - 1:29 1:41 1:49 1:59 2:06 2:12 2:18 Q6 1:30 1:37 1:41 1:49 2:00 2:08 2:18 - - - Q4 - - - 1:59 2:11 2:19 2:29 2:36 2:42 2:48 Q6 2:00 2:07 2:11 2:19 2:30 2:38 2:48 - - - Q4 - - - 2:29 2:41 2:49 2:59 3:06 3:12 3:18 Q6 2:20 2:28 2:31 2:42 2:54 3:02 3:12 - - - Q4 - - - 2:52 3:04 3:12 3:22 3:29 3:35 3:41 Q6 2:40 2:48 2:51 3:02 3:14 3:22 3:32 - - - Q4 - - - 3:12 3:24 3:32 3:42 3:49 3:55 4:01 Q6 3:00 3:08 3:11 3:22 3:34 3:42 3:52 - - - Q4 - - - 3:30 3:42 3:50 4:00 4:07 4:13 4:19 Q6 3:16 3:24 3:27 3:38 3:50 3:58 4:08 - - - Q4 - - - 3:46 3:58 4:06 4:16 4:23 4:29 4:35 Q6 3:32 3:40 3:43 3:54 4:06 4:14 4:24 - - - Q4 - - - 4:02 4:14 4:22 4:32 4:39 4:45 4:51 Q6 3:48 3:56 3:59 4:10 4:22 4:30 4:40 - - - Q4 - - - 4:18 4:30 4:38 4:48 4:55 5:01 5:07 Q6 4:04 4:12 4:15 4:26 4:38 4:46 4:56 - - - Q4 - - - 4:34 4:46 4:54 5:04 5:11 5:17 5:23 Q6 4:20 4:28 4:31 4:42 4:54 5:02 5:12 - - - Q4 - - - 4:50 5:02 5:10 5:20 5:27 5:33 5:39 Q6 4:36 4:44 4:47 4:58 5:10 5:18 5:28 - - - Q4 - - - 5:06 5:18 5:26 5:36 5:43 5:49 5:55 Q6 4:52 5:00 5:03 5:14 5:26 5:34 5:44 - - - Q4 - - - 5:22 5:34 5:42 5:52 5:59 6:05 6:11 Q6 5:10 5:18 5:21 5:32 5:44 5:52 6:02 - - - Q4 - - - 5:42 5:54 6:02 6:12 6:19 6:25 6:31 Q6 5:30 5:38 5:41 5:52 6:04 6:12 6:22 - - - Q4 - - - 6:02 6:14 6:22 6:32 6:39 6:45 6:51 Q6 5:50 5:58 6:01 6:12 6:24 6:32 6:42 - - - Q4 - - - 6:19 6:31 6:39 6:49 6:56 7:02 7:08 Q6 6:20 6:26 6:30 6:39 6:50 6:57 7:06 - - - Q6 6:40 6:46 6:50 6:59 7:10 7:17 7:26 - - - Q2 7:00 7:06 7:09 7:17 7:27 7:34 7:42 7:48 7:53 7:58 Q2 7:20 7:26 7:29 7:37 7:47 7:54 8:02 8:08 8:13 8:18 Q2 7:40 7:46 7:49 7:57 8:07 8:14 8:22 8:28 8:33 8:38 Q2 8:00 8:06 8:09 8:17 8:27 8:34 8:42 8:48 8:53 8:58 Q2 8:20 8:26 8:29 8:37 8:47 8:54 9:02 9:08 9:13 9:18 Q2 8:40 8:46 8:49 8:57 9:07 9:14 9:22 9:28 9:33 9:38 Q2 9:00 9:06 9:09 9:17 9:27 9:34 9:42 9:48 9:53 9:58 Q2 9:20 9:26 9:29 9:37 9:47 9:54 10:02 10:08 10:13 10:18 Q2 9:40 9:46 9:49 9:57 10:07 10:14 10:22 10:28 10:33 10:38 Q2 10:10 10:16 10:19 10:27 10:37 10:44 10:52 10:58 11:03 11:08 Q2 10:40 10:46 10:49 10:57 11:07 11:13 11:19 11:25 11:30 11:35 Q1 11:10 11:15 - 11:21 11:30 11:35 11:41 11:46 11:51 11:55 Q1 11:40 11:45 - 11:51 12:00 12:05 12:11 12:16 12:21 12:25 After Midnight Service — Servicio después de la medianoche ❍ Q1 12:09 12:14 - 12:20 12:29 12:34 12:40 12:45 12:50 12:54 ❍ Q1 12:39 12:44 - 12:50 12:59 1:04 1:10 1:15 1:20 1:24 ❍ Q1 1:09 1:14 - 1:20 1:29 1:34 1:40 1:45 1:50 1:54 ❍ — Trip operates Friday only. Los autobuses pasan solamente el viernes. Page 4 of 13

4 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Northbound To Shady Grove station Monday thru Friday — Lunes a viernes Paul S. Georgia Sarbanes Ave. & MONT- Transit Forest Veirs GOMERY Center Georgia Glen Rd. Mill ROCK- COL- Frederick SHADY (Silver Ave. (Forest Veirs Mill Rd. & VILLE LEGE Rd. (Md. GROVE Spring) & Glen) Wheaton Rd. & Twin- (west) (Rock- Rt. 355) (west) Route Spring Randolph brook ville & W. Number St. Rd. Pkwy. Campus) Gude Dr. AM Service — Servicio matutino Q1 4:15 4:19 4:23 4:28 4:35 4:40 4:45 - 4:50 4:54 Q1 4:45 4:49 4:53 4:58 5:05 5:10 5:15 - 5:20 5:24 Q5 - - - 5:08 5:15 5:21 5:28 - 5:34 5:38 Q4 5:05 5:09 5:13 5:18 5:25 5:30 5:37 - - - Q5 - - - 5:28 5:35 5:41 5:48 - 5:54 5:58 Q4 5:25 5:29 5:33 5:38 5:45 5:50 5:57 - - - Q5 - - - 5:48 5:55 6:01 6:08 - 6:14 6:18 Q4 5:45 5:50 5:58 6:04 6:12 6:17 6:24 - - - Q5 - - - 6:12 6:19 6:25 6:32 - 6:39 6:43 Q4 6:01 6:06 6:14 6:20 6:28 6:33 6:40 - - - Q6 - - - 6:28 6:37 6:44 6:53 7:00 7:06 7:10 Q2/ 6:20 6:24 6:29 6:36 6:45 6:52 7:02 7:09 - - Q6 - - - 6:44 6:53 7:00 7:09 7:16 7:22 7:26 Q2/ 6:36 6:40 6:45 6:52 7:01 7:08 7:18 7:25 - - Q6 - - - 7:00 7:09 7:16 7:25 7:32 7:38 7:42 Q2/ 6:52 6:56 7:01 7:08 7:17 7:24 7:34 7:41 - - Q6 - - - 7:16 7:25 7:32 7:41 7:48 7:54 7:58 Q2/ 7:08 7:12 7:17 7:24 7:33 7:40 7:50 7:57 - - Q6 - - - 7:32 7:41 7:48 7:57 8:04 8:10 8:14 Q2/ 7:24 7:28 7:33 7:40 7:49 7:56 8:06 8:13 - - Q6 - - - 7:48 7:57 8:04 8:13 8:20 8:26 8:30 Q2/ 7:40 7:44 7:49 7:56 8:05 8:12 8:22 8:29 - - Q6 - - - 8:04 8:13 8:20 8:29 8:36 8:42 8:46 Q2/ 7:58 8:02 8:07 8:14 8:23 8:30 8:40 8:47 - - Q6 - - - 8:24 8:33 8:40 8:49 8:56 9:02 9:06 Q2/ 8:18 8:22 8:27 8:34 8:43 8:50 9:00 9:07 - - Q6 - - - 8:44 8:53 9:00 9:09 9:16 9:22 9:26 Q4 8:38 8:43 8:51 8:57 9:05 9:10 9:17 - - - Q6 - - - 9:10 9:20 9:27 9:35 9:42 9:48 9:52 Q4 9:04 9:10 9:16 9:23 9:33 9:39 9:47 - - - Q6 - - - 9:37 9:47 9:54 10:02 10:09 10:15 10:19 Q4 9:34 9:40 9:46 9:53 10:03 10:09 10:17 - - - Q6 - - - 10:09 10:19 10:26 10:34 10:41 10:47 10:51 Q4 10:05 10:11 10:17 10:24 10:34 10:40 10:48 - - - Q6 - - - 10:39 10:49 10:56 11:04 11:11 11:17 11:21 Q4 10:35 10:41 10:47 10:54 11:04 11:10 11:18 - - - Q6 - - - 11:09 11:19 11:26 11:34 11:41 11:47 11:51 Q4 11:05 11:11 11:17 11:24 11:34 11:40 11:48 - - - Q6 - - - 11:39 11:49 11:56 12:04 12:11 12:17 12:21 Q4 11:35 11:41 11:47 11:54 12:04 12:10 12:18 - - -

Page 5 of 13

5 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Northbound To Shady Grove station Monday thru Friday — Lunes a viernes Paul S. Georgia Sarbanes Ave. & MONT- Transit Forest Veirs GOMERY Center Georgia Glen Rd. Mill ROCK- COL- Frederick SHADY (Silver Ave. (Forest Veirs Mill Rd. & VILLE LEGE Rd. (Md. GROVE Spring) & Glen) Wheaton Rd. & Twin- (west) (Rock- Rt. 355) (west) Route Spring Randolph brook ville & W. Number St. Rd. Pkwy. Campus) Gude Dr. PM Service — Servicio vespertino Q6 - - - 12:09 12:19 12:26 12:34 12:41 12:47 12:51 Q4 12:05 12:11 12:17 12:24 12:34 12:40 12:48 - - - Q6 - - - 12:39 12:49 12:56 1:04 1:11 1:17 1:21 Q4 12:35 12:41 12:47 12:54 1:04 1:10 1:18 - - - Q6 - - - 1:09 1:19 1:26 1:34 1:41 1:47 1:51 Q4 1:05 1:11 1:17 1:24 1:34 1:40 1:48 - - - Q6 - - - 1:39 1:49 1:56 2:04 2:11 2:17 2:21 Q4 1:35 1:41 1:47 1:54 2:04 2:10 2:18 - - - Q6 - - - 2:04 2:14 2:21 2:29 2:36 2:42 2:46 Q4 1:55 2:01 2:07 2:14 2:24 2:30 2:38 - - - Q6 - - - 2:24 2:34 2:41 2:49 2:56 3:02 3:06 Q4 2:15 2:21 2:27 2:34 2:44 2:50 2:58 - - - Q6 - - - 2:44 2:54 3:01 3:09 3:16 3:22 3:26 Q4 2:35 2:41 2:53 3:01 3:12 3:19 3:27 - - - Q6 - - - 3:11 3:22 3:29 3:37 3:44 3:51 3:55 Q4 2:55 3:01 3:13 3:21 3:32 3:39 3:47 - - - Q6 - - - 3:31 3:42 3:49 3:57 4:04 4:11 4:15 Q4 3:15 3:21 3:33 3:41 3:52 3:59 4:07 - - - Q6 - - - 3:51 4:02 4:09 4:17 4:24 4:31 4:35 Q4 3:35 3:41 3:53 4:01 4:12 4:19 4:27 - - - Q6 - - - 4:11 4:22 4:29 4:37 4:44 4:51 4:55 Q4 3:55 4:01 4:13 4:21 4:32 4:39 4:47 - - - Q6 - - - 4:31 4:42 4:49 4:57 5:04 5:11 5:15 Q4 4:15 4:21 4:33 4:41 4:52 4:59 5:07 - - - Q6 - - - 4:51 5:02 5:09 5:17 5:24 5:31 5:35 Q4 4:35 4:41 4:53 5:01 5:12 5:19 5:27 - - - Q6 - - - 5:11 5:22 5:29 5:37 5:44 5:51 5:55 Q4 4:55 5:01 5:13 5:21 5:32 5:39 5:47 - - - Q6 - - - 5:31 5:42 5:49 5:57 6:04 6:11 6:15 Q4 5:15 5:21 5:33 5:41 5:52 5:59 6:07 - - - Q6 - - - 5:51 6:02 6:09 6:17 6:24 6:31 6:35 Q4 5:35 5:41 5:53 6:01 6:12 6:19 6:27 - - - Q6 - - - 6:11 6:22 6:29 6:37 6:44 6:51 6:55 Q4 5:55 6:01 6:13 6:21 6:32 6:39 6:47 - - - Q6 - - - 6:31 6:42 6:49 6:57 7:04 7:11 7:15 Q4 6:15 6:21 6:33 6:41 6:52 6:59 7:07 - - - Q6 - - - 6:51 7:02 7:09 7:17 7:24 7:31 7:35 Q4 6:45 6:51 6:58 7:04 7:14 7:20 7:27 - - - Q6 - - - 7:14 7:24 7:31 7:38 7:45 7:50 7:53 Q4 7:05 7:11 7:18 7:24 7:34 7:40 7:47 - - - Q6 - - - 7:34 7:44 7:51 7:58 8:05 8:10 8:13 Q2 7:25 7:30 7:35 7:41 7:51 7:57 8:04 8:10 8:15 8:18 Q6 - - - 7:51 8:01 8:08 8:15 8:22 8:27 8:30 Q2 7:45 7:50 7:55 8:01 8:11 8:17 8:24 8:30 8:35 8:38 Q2 8:05 8:10 8:15 8:21 8:31 8:37 8:44 8:50 8:55 8:58 Q2 8:25 8:30 8:35 8:41 8:51 8:57 9:04 9:10 9:15 9:18 Q2 8:45 8:50 8:55 9:01 9:11 9:17 9:24 9:30 9:35 9:38 Q2 9:05 9:10 9:15 9:21 9:31 9:37 9:44 9:50 9:55 9:58 Q1 9:25 9:30 9:35 9:41 9:50 9:56 10:03 - 10:10 10:13 Q1 9:45 9:50 9:55 10:01 10:10 10:16 10:23 - 10:30 10:33 Q1 10:10 10:15 10:20 10:26 10:35 10:41 10:48 - 10:55 10:58 Q1 10:40 10:45 10:50 10:56 11:05 11:11 11:18 - 11:25 11:28 Q4 11:13 11:18 11:22 11:27 11:34 11:39 11:45 - - - Q4 11:40 11:45 11:49 11:54 12:01 12:06 12:12 - - - After Midnight Service — Servicio después de la medianoche Q1 12:08 12:13 12:18 12:24 12:33 12:39 12:47 - 12:54 12:57 Q1 12:38 12:43 12:48 12:54 1:03 1:09 1:17 - 1:24 1:27 ❍ Q1 1:10 1:15 1:20 1:26 1:35 1:41 1:49 - 1:56 1:59 ❍ Q1 1:40 1:45 1:50 1:56 2:05 2:11 2:19 - 2:26 2:29 Page 6 of 13 ❍ — Trip operates Friday only. Los autobuses pasan solamente el viernes. 6 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line

Southbound To Silver Spring station Saturday — En sábados Georgia Paul S. Ave. & Sarbanes Frederick Mont- Veirs Forest Transit Shady Rd. (Md. gomery Rock- Mill Veirs Glen Rd. Georgia Center Grove Rt. 355) College ville Rd. & Mill Rd. WHEA- (Forest Ave. (SILVER (west) & W. (Rock- (west) Twin- & TON Glen) & SPRING) Route Gude ville brook Randolph Spring Number Dr. Campus) Pkwy. Rd. St. AM Service — Servicio matutino Q4 - - - 4:45 4:54 5:00 5:10 5:16 5:20 5:24 Q4 - - - 5:15 5:24 5:30 5:40 5:46 5:50 5:54 Q1 5:33 5:39 - 5:45 5:54 6:00 6:10 6:16 6:20 6:24 Q1 5:53 5:59 - 6:05 6:14 6:20 6:30 6:36 6:40 6:44 Q1 6:06 6:13 - 6:19 6:32 6:39 6:50 6:56 7:00 7:04 Q2 6:22 6:29 6:33 6:39 6:52 6:59 7:10 7:16 7:20 7:24 Q2 6:42 6:49 6:53 6:59 7:12 7:19 7:30 7:36 7:40 7:44 Q6 6:58 7:05 7:09 7:15 7:28 7:35 7:46 - - - Q4 - - - 7:29 7:42 7:49 8:00 8:06 8:10 8:14 Q6 7:27 7:34 7:38 7:44 7:57 8:04 8:15 - - - Q4 - - - 7:59 8:12 8:19 8:30 8:36 8:40 8:44 Q6 7:57 8:04 8:08 8:14 8:27 8:34 8:45 - - - Q4 - - - 8:28 8:41 8:48 9:00 9:08 9:13 9:17 Q6 8:24 8:32 8:36 8:43 8:56 9:03 9:15 - - - Q4 - - - 8:58 9:11 9:18 9:30 9:38 9:43 9:47 Q6 8:54 9:02 9:06 9:13 9:26 9:33 9:45 - - - Q4 - - - 9:28 9:41 9:48 10:00 10:08 10:13 10:17 Q6 9:24 9:32 9:36 9:43 9:56 10:03 10:15 - - - Q4 - - - 9:58 10:11 10:18 10:30 10:38 10:43 10:47 Q6 9:54 10:02 10:06 10:13 10:26 10:33 10:45 - - - Q4 - - - 10:28 10:41 10:48 11:00 11:08 11:13 11:17 Q6 10:24 10:32 10:36 10:43 10:56 11:03 11:15 - - - Q4 - - - 10:58 11:11 11:18 11:30 11:38 11:43 11:47 Q6 10:54 11:02 11:06 11:13 11:26 11:33 11:45 - - - Q4 - - - 11:28 11:41 11:48 12:00 12:08 12:13 12:17 Q6 11:24 11:32 11:36 11:43 11:56 12:03 12:15 - - - Q4 - - - 11:58 12:11 12:18 12:30 12:38 12:43 12:47 Q6 11:54 12:02 12:06 12:13 12:26 12:33 12:45 - - -

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7 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Southbound To Silver Spring station Saturday — En sábados Georgia Paul S. Ave. & Sarbanes Frederick Mont- Veirs Forest Transit Shady Rd. (Md. gomery Rock- Mill Veirs Glen Rd. Georgia Center Grove Rt. 355) College ville Rd. & Mill Rd. WHEA- (Forest Ave. (SILVER (west) & W. (Rock- (west) Twin- & TON Glen) & SPRING) Route Gude ville brook Randolph Spring Number Dr. Campus) Pkwy. Rd. St. PM Service — Servicio vespertino Q4 - - - 12:28 12:41 12:48 1:00 1:08 1:13 1:17 Q6 12:24 12:32 12:36 12:43 12:56 1:03 1:15 - - - Q4 - - - 12:58 1:11 1:18 1:30 1:38 1:43 1:47 Q6 12:54 1:02 1:06 1:13 1:26 1:33 1:45 - - - Q4 - - - 1:28 1:41 1:48 2:00 2:08 2:13 2:17 Q6 1:24 1:32 1:36 1:43 1:56 2:03 2:15 - - - Q4 - - - 1:58 2:11 2:18 2:30 2:38 2:43 2:47 Q6 1:54 2:02 2:06 2:13 2:26 2:33 2:45 - - - Q4 - - - 2:28 2:41 2:48 3:00 3:08 3:13 3:17 Q6 2:24 2:32 2:36 2:43 2:56 3:03 3:15 - - - Q4 - - - 2:58 3:11 3:18 3:30 3:38 3:43 3:47 Q6 2:54 3:02 3:06 3:13 3:26 3:33 3:45 - - - Q4 - - - 3:28 3:41 3:48 4:00 4:08 4:13 4:17 Q6 3:24 3:32 3:36 3:43 3:56 4:03 4:15 - - - Q4 - - - 3:58 4:11 4:18 4:30 4:38 4:43 4:47 Q6 3:54 4:02 4:06 4:13 4:26 4:33 4:45 - - - Q4 - - - 4:28 4:41 4:48 5:00 5:08 5:13 5:17 Q6 4:24 4:32 4:36 4:43 4:56 5:03 5:15 - - - Q4 - - - 4:58 5:11 5:18 5:30 5:38 5:43 5:47 Q6 4:54 5:02 5:06 5:13 5:26 5:33 5:45 - - - Q4 - - - 5:28 5:41 5:48 6:00 6:08 6:13 6:17 Q6 5:24 5:32 5:36 5:43 5:56 6:03 6:15 - - - Q2 5:43 5:49 5:53 6:02 6:15 6:22 6:32 6:41 6:46 6:50 Q6 - - - 6:17 6:30 6:37 6:47 - - - Q2 6:13 6:19 6:23 6:32 6:45 6:52 7:02 7:11 7:16 7:20 Q6 - - - 6:47 7:00 7:07 7:17 - - - Q2 6:42 6:48 6:52 7:01 7:14 7:21 7:31 7:40 7:45 7:49 Q4 - - - 7:16 7:29 7:36 7:46 7:55 8:00 8:04 Q2 7:12 7:18 7:22 7:31 7:44 7:51 8:01 8:10 8:15 8:19 Q4 - - - 7:46 7:59 8:06 8:16 8:25 8:30 8:34 Q2 7:45 7:51 7:55 8:04 8:17 8:24 8:34 8:43 8:48 8:52 Q2 8:05 8:11 8:15 8:24 8:37 8:44 8:54 9:03 9:08 9:12 Q2 8:26 8:32 8:36 8:45 8:58 9:05 9:15 9:24 9:29 9:33 Q2 8:57 9:03 9:07 9:16 9:29 9:36 9:46 9:55 10:00 10:04 Q2 9:27 9:33 9:37 9:46 9:59 10:06 10:16 10:25 10:30 10:34 Q2 9:57 10:03 10:07 10:16 10:29 10:36 10:46 10:55 11:00 11:04 Q2 10:27 10:33 10:37 10:46 10:59 11:06 11:16 11:25 11:30 11:34 Q1 11:03 11:09 - 11:16 11:29 11:36 11:46 11:55 12:00 12:04 Q1 11:33 11:39 - 11:46 11:59 12:06 12:16 12:25 12:30 12:34 After Midnight Service — Servicio después de la medianoche Q1 12:03 12:09 - 12:16 12:29 12:36 12:46 12:55 1:00 1:04 Q1 12:37 12:43 - 12:50 1:03 1:10 1:20 1:29 1:34 1:38

Page 8 of 13

8 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line

Northbound To Shady Grove station Saturday — En sábados Paul S. Georgia Sarbanes Ave. & Transit Forest VEIRS Veirs Mont- Center Georgia Glen Rd. MILL Mill ROCK- gomery Frederick SHADY (Silver Ave. (Forest RD. & Rd. & VILLE College Rd. (Md. GROVE Spring) & Glen) Wheaton RAN- Twin- (west) (Rock- Rt. 355) (west) Route Spring DOLPH brook ville & W. Number St. RD. Pkwy. Campus) Gude Dr. AM Service — Servicio matutino Q1 5:01 5:05 5:09 5:15 5:24 5:31 5:39 - 5:45 5:50 Q1 5:31 5:35 5:39 5:45 5:54 6:01 6:09 - 6:15 6:20 Q2 5:51 5:55 5:59 6:05 6:14 6:21 6:29 6:35 6:38 6:43 Q2 6:10 6:14 6:18 6:24 6:33 6:40 6:48 6:54 6:57 7:02 Q2 6:26 6:30 6:34 6:40 6:50 6:57 7:05 7:12 7:16 7:22 Q4 6:42 6:46 6:50 6:56 7:06 7:13 7:21 - - - Q2 6:58 7:02 7:06 7:12 7:22 7:29 7:37 7:44 7:48 7:54 Q4 7:14 7:18 7:22 7:28 7:38 7:45 7:53 - - - Q2 7:29 7:33 7:37 7:43 7:53 8:00 8:08 8:15 8:19 8:25 Q4 - - - 8:00 8:10 8:17 8:25 - - - Q2 7:59 8:03 8:07 8:13 8:23 8:30 8:38 8:45 8:49 8:55 Q6 - - - 8:31 8:41 8:48 8:56 9:03 9:07 9:13 Q4 8:31 8:35 8:40 8:47 8:57 9:04 9:13 - - - Q6 - - - 9:01 9:11 9:18 9:27 9:35 9:39 9:46 Q4 9:00 9:04 9:09 9:16 9:26 9:33 9:42 - - - Q6 - - - 9:31 9:41 9:48 9:57 10:05 10:09 10:16 Q4 9:30 9:34 9:39 9:46 9:56 10:03 10:12 - - - Q6 - - - 10:01 10:11 10:18 10:27 10:35 10:39 10:46 Q4 10:00 10:04 10:09 10:16 10:26 10:33 10:42 - - - Q6 - - - 10:31 10:41 10:48 10:57 11:05 11:09 11:16 Q4 10:30 10:34 10:39 10:46 10:56 11:03 11:12 - - - Q6 - - - 11:01 11:11 11:18 11:27 11:35 11:39 11:46 Q4 11:00 11:04 11:09 11:16 11:26 11:33 11:42 - - - Q6 - - - 11:31 11:41 11:48 11:57 12:05 12:09 12:16 Q4 11:30 11:34 11:39 11:46 11:56 12:03 12:12 - - -

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9 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Northbound To Shady Grove station Saturday — En sábados Paul S. Georgia Sarbanes Ave. & Transit Forest VEIRS Veirs Mont- Center Georgia Glen Rd. MILL Mill ROCK- gomery Frederick SHADY (Silver Ave. (Forest RD. & Rd. & VILLE College Rd. (Md. GROVE Spring) & Glen) Wheaton RAN- Twin- (west) (Rock- Rt. 355) (west) Route Spring DOLPH brook ville & W. Number St. RD. Pkwy. Campus) Gude Dr. PM Service — Servicio vespertino Q6 - - - 12:01 12:11 12:18 12:27 12:35 12:39 12:46 Q4 12:00 12:04 12:09 12:16 12:26 12:33 12:42 - - - Q6 - - - 12:31 12:41 12:48 12:57 1:05 1:09 1:16 Q4 12:30 12:34 12:39 12:46 12:56 1:03 1:12 - - - Q6 - - - 1:01 1:11 1:18 1:27 1:35 1:39 1:46 Q4 1:00 1:04 1:09 1:16 1:26 1:33 1:42 - - - Q6 - - - 1:32 1:44 1:51 2:01 2:08 2:12 2:18 Q4 1:29 1:33 1:39 1:47 1:59 2:06 2:16 - - - Q6 - - - 2:02 2:14 2:21 2:31 2:38 2:42 2:48 Q4 1:59 2:03 2:09 2:17 2:29 2:36 2:46 - - - Q6 - - - 2:32 2:44 2:51 3:01 3:08 3:12 3:18 Q4 2:29 2:33 2:39 2:47 2:59 3:06 3:16 - - - Q6 - - - 3:02 3:14 3:21 3:31 3:38 3:42 3:48 Q4 2:59 3:03 3:09 3:17 3:29 3:36 3:46 - - - Q6 - - - 3:32 3:44 3:51 4:01 4:08 4:12 4:18 Q4 3:29 3:33 3:39 3:47 3:59 4:06 4:16 - - - Q6 - - - 4:02 4:14 4:21 4:31 4:38 4:42 4:48 Q4 3:59 4:03 4:09 4:17 4:29 4:36 4:46 - - - Q6 - - - 4:32 4:44 4:51 5:01 5:08 5:12 5:18 Q4 4:29 4:33 4:39 4:47 4:59 5:06 5:16 - - - Q6 - - - 5:00 5:12 5:19 5:29 5:36 5:40 5:46 Q4 4:58 5:02 5:08 5:16 5:28 5:35 5:45 - - - Q6 - - - 5:30 5:42 5:49 5:59 6:06 6:10 6:16 Q4 5:29 5:33 5:39 5:47 5:59 6:06 6:16 - - - Q6 - - - 6:02 6:12 6:19 6:27 6:34 6:38 6:42 Q4 6:03 6:07 6:11 6:17 6:27 6:34 6:42 - - - Q6 - - - 6:32 6:42 6:49 6:57 7:04 7:08 7:12 Q4 6:33 6:37 6:41 6:47 6:57 7:04 7:12 - - - Q6 - - - 7:02 7:12 7:19 7:27 7:34 7:38 7:42 Q4 7:03 7:07 7:11 7:17 7:27 7:34 7:42 - - - Q6 - - - 7:32 7:42 7:49 7:57 8:04 8:08 8:12 Q2 7:33 7:37 7:41 7:47 7:57 8:04 8:12 8:19 8:23 8:27 Q4 7:47 7:51 7:55 8:01 8:11 8:18 8:26 - - - Q2 8:03 8:07 8:11 8:17 8:27 8:34 8:42 8:49 8:53 8:57 Q4 8:18 8:22 8:26 8:32 8:42 8:49 8:57 - - - Q2 8:33 8:37 8:41 8:47 8:57 9:04 9:12 9:19 9:23 9:27 Q2 8:51 8:55 8:59 9:05 9:15 9:22 9:30 9:37 9:41 9:45 Q4 9:11 9:15 9:19 9:25 9:35 9:42 9:50 - - - Q2 9:41 9:45 9:49 9:55 10:05 10:12 10:20 10:27 10:31 10:35 Q1 10:11 10:15 10:19 10:25 10:35 10:42 10:50 - 10:58 11:02 Q1 10:41 10:45 10:49 10:55 11:05 11:12 11:20 - 11:28 11:32 Q1 11:11 11:15 11:19 11:25 11:35 11:42 11:50 - 11:58 12:02 Q1 11:41 11:45 11:49 11:55 12:05 12:12 12:20 - 12:28 12:32 After Midnight Service — Servicio después de la medianoche Q1 12:11 12:15 12:19 12:25 12:35 12:42 12:50 - 12:58 1:02 Q1 12:41 12:45 12:49 12:55 1:05 1:12 1:20 - 1:28 1:32 Q1 1:11 1:15 1:19 1:25 1:35 1:42 1:50 - 1:58 2:02 u Q1 1:43 1:47 1:51 1:57 2:07 2:14 2:22 - 2:30 2:34 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate except those marked u. En los días festivos federales, Día de la Raza, Día del Veterano, Día de Martin Luther King y Día de los Presidentes Metrobus proveerá servicio de autobús suplementario de los sábados. En estos días festivos, los servicios de los sábados operarán excepto los que tienen la marca u.

Page 10 of 13

10 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line

Northbound To Shady Grove station Saturday Supplemental — Sábados suplementario

VEIRS Veirs Mont- MILL Mill ROCK- gomery Frederick SHADY RD. & Rd. & VILLE College Rd. (Md. GROVE Wheaton RAN- Twin- (west) (Rock- Rt. 355) (west) Route DOLPH brook ville & W. Number RD. Pkwy. Campus) Gude Dr. AM Service — Servicio matutino Q6 5:00 5:08 5:14 5:22 5:27 5:30 5:36 Q6 5:30 5:38 5:44 5:52 5:57 6:00 6:06 Q6 5:55 6:03 6:09 6:17 6:22 6:25 6:31 Q6 6:15 6:23 6:29 6:37 6:42 6:45 6:51 Q6 6:32 6:40 6:46 6:54 6:59 7:02 7:08 Q6 6:48 6:58 7:04 7:12 7:19 7:22 7:28 Q6 7:04 7:14 7:20 7:28 7:35 7:38 7:44 Q6 7:20 7:30 7:36 7:44 7:51 7:54 8:00 Q6 7:35 7:45 7:51 7:59 8:06 8:09 8:15 Q6 7:52 8:02 8:08 8:16 8:23 8:26 8:32 Q6 8:22 8:32 8:38 8:46 8:53 8:56 9:02 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, the supplemental trips will operate in addition to the regular Saturday trips.

Page 11 of 13

11 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Southbound To Silver Spring station Sunday — En domingo Georgia Paul S. Ave. & Sarbanes Frederick Veirs Forest Transit Shady Rd. (Md. Rock- Mill Veirs Glen Rd. Georgia Center Grove Rt. 355) ville Rd. & Mill Rd. WHEA- (Forest Ave. (SILVER (west) & W. (west) Twin- & TON Glen) & SPRING) Route Gude brook Randolph Spring Number Dr. Pkwy. Rd. St. AM Service — Servicio matutino Q4 - - 5:49 5:58 6:04 6:15 6:21 6:24 6:27 Q4 - - 6:19 6:28 6:34 6:45 6:51 6:54 6:57 Q4 - - 6:49 6:58 7:04 7:15 7:21 7:24 7:27 Q1 7:00 7:07 7:15 7:27 7:33 7:45 7:52 7:55 7:59 Q1 7:20 7:27 7:35 7:47 7:53 8:05 8:12 8:15 8:19 Q1 7:40 7:47 7:55 8:07 8:13 8:25 8:32 8:35 8:39 Q1 8:00 8:07 8:15 8:27 8:33 8:45 8:52 8:55 8:59 Q1 8:20 8:27 8:35 8:47 8:53 9:05 9:12 9:15 9:19 Q5 8:35 8:42 8:50 9:02 9:08 9:20 - - - Q4 - - 9:03 9:15 9:22 9:35 9:44 9:48 9:52 Q5 9:02 9:09 9:18 9:30 9:37 9:50 - - - Q4 - - 9:33 9:45 9:52 10:05 10:14 10:18 10:22 Q5 9:32 9:39 9:48 10:00 10:07 10:20 - - - Q4 - - 10:03 10:15 10:22 10:35 10:44 10:48 10:52 Q5 10:02 10:09 10:18 10:30 10:37 10:50 - - - Q4 - - 10:33 10:45 10:52 11:05 11:14 11:18 11:22 Q5 10:32 10:39 10:48 11:00 11:07 11:20 - - - Q4 - - 11:03 11:15 11:22 11:35 11:44 11:48 11:52 Q5 11:02 11:09 11:18 11:30 11:37 11:50 - - - Q4 - - 11:33 11:45 11:52 12:05 12:14 12:18 12:22 Q5 11:32 11:39 11:48 12:00 12:07 12:20 - - - PM Service — Servicio vespertino Q4 - - 12:03 12:15 12:22 12:35 12:44 12:48 12:52 Q5 12:02 12:09 12:18 12:30 12:37 12:50 - - - Q4 - - 12:33 12:45 12:52 1:05 1:14 1:18 1:22 Q5 12:32 12:39 12:48 1:00 1:07 1:20 - - - Q4 - - 1:03 1:15 1:22 1:35 1:44 1:48 1:52 Q5 1:02 1:09 1:18 1:30 1:37 1:50 - - - Q4 - - 1:32 1:44 1:51 2:04 2:13 2:17 2:21 Q5 1:32 1:39 1:48 2:00 2:07 2:20 - - - Q4 - - 2:03 2:15 2:22 2:35 2:44 2:48 2:52 Q5 2:02 2:09 2:18 2:30 2:37 2:50 - - - Q4 - - 2:33 2:45 2:52 3:05 3:14 3:18 3:22 Q5 2:32 2:39 2:48 3:00 3:07 3:20 - - - Q4 - - 3:03 3:15 3:22 3:35 3:44 3:48 3:52 Q5 3:02 3:09 3:18 3:30 3:37 3:50 - - - Q4 - - 3:29 3:41 3:48 4:01 4:10 4:14 4:18 Q5 3:31 3:38 3:46 3:57 4:04 4:16 - - - Q4 - - 4:01 4:12 4:19 4:31 4:38 4:42 4:46 Q5 4:01 4:08 4:16 4:27 4:34 4:46 - - - Q4 - - 4:31 4:42 4:49 5:01 5:08 5:12 5:16 Q5 4:31 4:38 4:46 4:57 5:04 5:16 - - - Q1 4:54 5:00 5:07 5:16 5:22 5:31 5:37 5:40 5:43 Q1 5:10 5:16 5:23 5:32 5:38 5:47 5:53 5:56 5:59 Q1 5:30 5:36 5:43 5:52 5:58 6:07 6:13 6:16 6:19 Q1 5:50 5:56 6:03 6:12 6:18 6:27 6:33 6:36 6:39 Q1 6:10 6:16 6:23 6:32 6:38 6:47 6:53 6:56 6:59 Q1 6:30 6:36 6:43 6:52 6:58 7:07 7:13 7:16 7:19 Q1 6:50 6:56 7:03 7:12 7:18 7:27 7:33 7:36 7:39 Q1 7:10 7:16 7:23 7:32 7:38 7:47 7:53 7:56 7:59 Q1 7:30 7:36 7:43 7:52 7:58 8:07 8:13 8:16 8:19 Q1 7:50 7:56 8:03 8:12 8:18 8:27 8:33 8:36 8:39 Q1 8:10 8:16 8:23 8:32 8:38 8:47 8:53 8:56 8:59 Q1 8:30 8:36 8:43 8:52 8:58 9:07 9:13 9:16 9:19 Q1 8:50 8:56 9:03 9:12 9:18 9:27 9:33 9:36 9:39 Q1 9:10 9:16 9:23 9:32 9:38 9:47 9:53 9:56 9:59 Q1 9:40 9:46 9:53 10:02 10:08 10:17 10:23 10:26 10:29 Q1 10:10 10:16 10:23 10:32 10:38 10:47 10:53 10:56 10:59 Q1 10:40 10:46 10:53 11:02 11:08 11:17 11:23 11:26 11:29 Q1 11:10 11:16 11:23 11:32 11:38 11:47 11:53 11:56 11:59 Page 12 of 13 Q1 11:40 11:46 11:53 12:02 12:08 12:17 12:23 12:26 12:29

12 Q1, Q2, Q4, Q5, Q6 Veirs Mill Road Line Northbound To Shady Grove station Sunday — En domingo Paul S. Georgia Sarbanes Ave. & Transit Forest Veirs Frederick Center Georgia Glen Rd. Mill ROCK- Rd. (Md. SHADY (Silver Ave. (Forest Veirs Mill Rd. & VILLE Rt. 355) GROVE Spring) & Glen) Wheaton Rd. & Twin- (west) & W. (west) Route Spring Randolph brook Gude Number St. Rd. Pkwy. Dr. AM Service — Servicio matutino Q1 6:08 6:12 6:16 6:20 6:28 6:33 6:41 6:49 6:53 Q1 6:38 6:42 6:46 6:50 6:58 7:03 7:11 7:19 7:23 Q1 7:08 7:12 7:16 7:20 7:28 7:33 7:41 7:49 7:53 Q1 7:38 7:42 7:46 7:50 7:58 8:03 8:11 8:19 8:23 Q1 8:08 8:12 8:16 8:20 8:28 8:33 8:41 8:49 8:53 Q5 - - - 8:36 8:45 8:53 9:02 9:10 9:15 Q4 8:36 8:40 8:44 8:51 9:00 9:08 9:17 - - Q1 8:51 8:55 8:59 9:06 9:15 9:23 9:32 9:40 9:45 Q4 9:06 9:10 9:14 9:21 9:30 9:38 9:47 - - Q5 - - - 9:36 9:45 9:53 10:02 10:10 10:15 Q4 9:36 9:40 9:44 9:51 10:00 10:08 10:17 - - Q5 - - - 10:06 10:15 10:23 10:32 10:40 10:45 Q4 10:06 10:10 10:14 10:21 10:30 10:38 10:47 - - Q5 - - - 10:36 10:45 10:53 11:02 11:10 11:15 Q4 10:36 10:40 10:44 10:51 11:00 11:08 11:17 - - Q5 - - - 11:06 11:15 11:23 11:32 11:40 11:45 Q4 11:06 11:10 11:14 11:21 11:30 11:38 11:47 - - Q5 - - - 11:36 11:45 11:53 12:02 12:10 12:15 Q4 11:36 11:40 11:44 11:51 12:00 12:08 12:17 - - PM Service — Servicio vespertino Q5 - - - 12:06 12:15 12:23 12:32 12:40 12:45 Q4 12:06 12:10 12:14 12:21 12:30 12:38 12:47 - - Q5 - - - 12:36 12:45 12:53 1:02 1:10 1:15 Q4 12:36 12:40 12:44 12:51 1:00 1:08 1:17 - - Q5 - - - 1:06 1:15 1:23 1:32 1:40 1:45 Q4 1:06 1:10 1:14 1:21 1:30 1:38 1:47 - - Q5 - - - 1:33 1:45 1:52 2:01 2:10 2:16 Q4 1:30 1:35 1:40 1:48 2:00 2:08 2:17 - - Q5 - - - 2:03 2:15 2:22 2:31 2:40 2:46 Q4 2:00 2:05 2:10 2:18 2:30 2:38 2:47 - - Q5 - - - 2:33 2:45 2:52 3:01 3:10 3:16 Q4 2:30 2:35 2:40 2:48 3:00 3:08 3:17 - - Q5 - - - 3:03 3:15 3:22 3:31 3:40 3:46 Q4 3:00 3:05 3:10 3:18 3:30 3:38 3:47 - - Q5 - - - 3:33 3:45 3:52 4:01 4:10 4:16 Q4 3:30 3:35 3:40 3:48 4:00 4:08 4:17 - - Q5 - - - 4:03 4:15 4:22 4:31 4:40 4:46 Q1 4:00 4:05 4:10 4:18 4:30 4:38 4:47 4:56 5:02 Q5 - - - 4:33 4:45 4:52 5:01 5:10 5:16 Q1 4:30 4:35 4:40 4:48 5:00 5:08 5:17 5:26 5:32 Q4 - - - 5:03 5:15 5:23 5:32 - - Q1 5:00 5:05 5:10 5:18 5:30 5:38 5:47 5:56 6:02 Q5 - - - 5:33 5:45 5:52 6:01 6:10 6:16 Q1 5:30 5:35 5:40 5:48 6:00 6:08 6:17 6:26 6:32 Q4 5:50 5:54 5:59 6:06 6:18 6:25 6:33 - - Q1 6:07 6:11 6:16 6:23 6:35 6:42 6:50 6:57 7:02 Q1 6:27 6:31 6:36 6:43 6:55 7:02 7:10 7:17 7:22 Q1 6:47 6:51 6:56 7:03 7:15 7:22 7:30 7:37 7:42 Q1 7:07 7:11 7:16 7:23 7:35 7:42 7:50 7:57 8:02 Q1 7:27 7:31 7:36 7:43 7:55 8:02 8:10 8:17 8:22 Q1 7:47 7:51 7:56 8:03 8:15 8:22 8:30 8:37 8:42 Q1 8:07 8:11 8:16 8:23 8:35 8:42 8:50 8:57 9:02 Q1 8:27 8:31 8:36 8:43 8:55 9:02 9:10 9:17 9:22 Q1 8:47 8:51 8:56 9:03 9:15 9:22 9:30 9:37 9:42 Q1 9:07 9:11 9:16 9:23 9:35 9:42 9:50 9:57 10:02 Q1 9:27 9:31 9:36 9:43 9:55 10:02 10:10 10:17 10:22 Q1 9:47 9:51 9:56 10:03 10:15 10:22 10:30 10:37 10:42 Q1 10:07 10:11 10:16 10:23 10:35 10:42 10:50 10:57 11:02 Q1 10:37 10:41 10:46 10:53 11:05 11:12 11:20 11:27 11:32 Q4 11:07 11:11 11:16 11:23 11:35 11:42 11:50 - - Q4 11:37 11:41 11:46 11:53 12:05 12:12 12:20 - - After Midnight Service — Servicio después de la medianoche Page 13 of 13 Q4 12:07 12:11 12:16 12:23 12:35 12:42 12:50 - - Q4 12:37 12:41 12:46 12:53 1:05 1:12 1:20 - - 13 How to use this timetable Effective 12-17-17

➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Saturday, Sunday) for when you will Y2,7,8 travel. Along the top of the schedule, find the stop at or nearest the point Georgia Avenue-Maryland Line where you will get on the bus. Follow that column down to the time you want to leave. ➤ Use the same method to find the times the bus is scheduled to arrive at the stop where you will get off the bus. ➤ If the bus stop is not listed, use the Serves these locations- time shown for the bus stop before it Brinda servicio a estas ubicaciones as the time to wait at the stop. l Medstar Montgomery Medical Center (Y2,Y8) ➤ The end-of-the-line or last stop is listed l Olney (Y2,Y8) in ALL CAPS on the schedule. l Georgia Ave - ICC Park & Ride Lot (Y7) Cómo Usar este Horario l Leisure World (Y7,Y8) ➤ Use este mapa para localizar las l Aspen Hill paradas más cercanas a donde se l Glenmont station subirá y bajará del autobús. l Wheaton station ➤ Seleccione el horario (Entre semana, Forest Glen station sábado, domingo) de cuando viajará. l A lo largo de la parte superior del l Paul S. Sarbanes Transit Center horario, localice la parada o el punto (Silver Spring station) más cercano a la parada en la que se subirá al autobús. Siga esa columna hacia abajo hasta la hora en la que desee salir. ➤ Utilice el mismo método para localizar las horas en que el autobús está programado para llegar a la parada en donde desea bajarse del autobús. ➤ Si la parada del autobús no está listada use la hora que se muestra en la parada anterior como la hora de espera en la parada. ➤ El final de la ruta o la última parada del autobús aparece en letras MAYÚSCULAS en el horario.

Washington Metropolitan Area Transit Authority

A District of Columbia, Maryland and Virginia Transit Partnership Page 1 of 10

14 For route and schedule information Y2,Y7,Y8 Call 202-637-7000 Georgia Ave. - Maryland Line www.wmata.com

OLNEY – SANDY SPRING RD

MEDSTAR MONTGOMERY OLNEY MEDICAL CENTER HOSPITAL Y2,Y8

HOSPITAL Legend RDWY BROOK — Metrorail Station FARM RD SPARTAN RD MD RT 108 — Terminal Stands — Park & Ride Lot PRINCE PHILIP DR

Y2,Y8

MD RT 97

INTERCOUNTY CONNECTOR

GEORGIA AVE

ICC PARK & RIDE LOT Y7 (MD RT 200)

Y7,Y8

ROSSMOOR BLVD LEISURE WORLD CLUBHOUSE (SERVED DAILY 6:00 AM – 9:00 PM ONLY)

GEORGIA AVE

ASPEN HILL Y2,Y7,Y8

CONNECTICUT AVE

Y2,Y7,Y8 GLENMONT STATION

LAYHILL RD

RANDOLPH RD

B L U E R ID G E ARCOLA AVE A V E

GEORGIA AVE

GRANDVIEW AVE MD RT 193

VEIRS MILL RD UNIVERSITY BLVD

WESTFIELD SHOPPINGTOWN -WHEATON Y2,Y7,Y8 WHEATON STATION Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter Connection Guaranteed Ride Home Program. The program will get you home in the event of a

MD RT 97 RT MD personal emergency or unscheduled overtime. To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. (2/97)

Y2,Y7,Y8 FOREST GLEN FOREST GLEN RD STATION HOLY CROSS HOSPITAL SEMINARY RD BELTWAY I-495

GEORGIA AVE

COLESVILLE RD

SPRING ST

WAYNE AVE

RAMSEY AVE SILVER Y2,Y7,Y8 SPRING STATION

15 Y2,7,8 Georgia Avenue-Maryland Line

Southbound to Silver Spring station Monday thru Friday — Lunes a viernes St. Georgia Paul S. Georgia Georgia Ave. & Sarbanes & Ave. & Forest Transit Medstar ICC Connec- Ran- Glen Rd. Center Mont- Georgia Park Georgia Leisure ticut Glen- dolph (Forest (SILVER gomery Ave. & & Ave. & World Aves. mont Rd. Wheaton Glen) Georgia SPRING) Route Medical Rt. 108 Ride Norbeck (club- (Aspen (Glen- Ave. & Number Center (Olney) Lot Rd. house) Hill) mont) Spring AM Service — Servicio matutino Y2 4:14 4:19 - 4:26 - 4:33 4:41 4:43 4:51 5:00 5:05 5:10 Y2 4:41 4:46 - 4:53 - 5:00 5:09 5:12 5:21 5:30 5:35 5:40 Y2 5:01 5:06 - 5:13 - 5:20 5:29 5:32 5:41 5:50 5:55 6:00 Y2 5:21 5:26 - 5:33 - 5:40 5:49 5:52 6:01 6:10 6:15 6:20 Y2 5:29 5:36 - 5:45 - 5:52 6:02 6:05 6:15 6:24 6:29 6:35 Y7 - - 5:52 5:56 6:00 6:07 6:17 6:20 6:30 6:39 6:44 6:50 Y2 5:59 6:06 - 6:15 - 6:22 6:32 6:35 6:45 6:54 6:59 7:05 Y7 - - 6:20 6:24 6:28 6:35 6:45 6:48 6:58 7:07 7:12 7:18 Y2 6:24 6:31 - 6:40 - 6:47 6:57 7:00 7:10 7:19 7:24 7:30 Y7 - - 6:42 6:46 6:50 6:57 7:07 7:10 7:20 7:29 7:34 7:40 Y2 6:44 6:51 - 7:00 - 7:07 7:17 7:20 7:30 7:39 7:44 7:50 Y7 - - 7:00 7:04 7:08 7:15 7:26 7:28 7:39 7:48 7:54 8:00 Y2 7:03 7:09 - 7:18 - 7:25 7:36 7:38 7:49 7:58 8:04 8:10 Y7 - - 7:20 7:24 7:28 7:35 7:46 7:48 7:59 8:08 8:14 8:20 Y2 7:23 7:29 - 7:38 - 7:45 7:56 7:58 8:09 8:18 8:24 8:30 Y7 - - 7:40 7:44 7:48 7:55 8:06 8:08 8:19 8:28 8:34 8:40 Y2 7:43 7:49 - 7:58 - 8:05 8:16 8:18 8:29 8:38 8:44 8:50 Y7 - - 8:00 8:04 8:08 8:15 8:26 8:28 8:39 8:48 8:54 9:00 Y2 8:03 8:09 - 8:18 - 8:25 8:36 8:38 8:49 8:58 9:04 9:10 Y7 - - 8:20 8:24 8:28 8:35 8:46 8:48 8:59 9:08 9:14 9:20 Y2 8:19 8:27 - 8:37 - 8:44 8:56 8:58 9:09 9:18 9:24 9:30 Y7 - - 8:40 8:43 8:47 8:54 9:06 9:08 9:19 9:28 9:34 9:40 Y2 8:39 8:47 - 8:57 - 9:04 9:16 9:18 9:29 9:38 9:44 9:50 Y7 - - 9:00 9:03 9:07 9:14 9:26 9:28 9:39 9:48 9:54 10:00 Y2 8:59 9:07 - 9:17 - 9:24 9:36 9:38 9:49 9:58 10:04 10:10 Y7 - - 9:20 9:23 9:27 9:34 9:46 9:48 9:59 10:08 10:14 10:20 Y8 9:17 9:24 - 9:33 9:37 9:44 9:56 9:58 10:09 10:18 10:24 10:30 Y7 - - 9:45 9:48 9:52 9:59 10:11 10:13 10:24 10:33 10:39 10:45 Y8 9:47 9:54 - 10:03 10:07 10:14 10:26 10:28 10:39 10:48 10:54 11:00 Y7 - - 10:15 10:18 10:22 10:29 10:41 10:43 10:54 11:03 11:09 11:15 Y8 10:17 10:24 - 10:33 10:37 10:44 10:56 10:58 11:09 11:18 11:24 11:30 Y7 - - 10:45 10:48 10:52 10:59 11:11 11:13 11:24 11:33 11:39 11:45 Y8 10:47 10:54 - 11:03 11:07 11:14 11:26 11:28 11:39 11:48 11:54 12:00 Y7 - - 11:15 11:18 11:22 11:29 11:41 11:43 11:54 12:03 12:09 12:15 Y8 11:17 11:24 - 11:33 11:37 11:44 11:56 11:58 12:09 12:18 12:24 12:30 Y7 - - 11:45 11:48 11:52 11:59 12:11 12:13 12:24 12:33 12:39 12:45 Y8 11:47 11:54 - 12:03 12:07 12:14 12:26 12:28 12:39 12:48 12:54 1:00

Page 3 of 10

16 Y2,7,8 Georgia Avenue-Maryland Line

Southbound to Silver Spring station Monday thru Friday — Lunes a viernes St. Georgia Paul S. Georgia Georgia Ave. & Sarbanes & Ave. & Forest Transit Medstar ICC Connec- Ran- Glen Rd. Center Mont- Georgia Park Georgia Leisure ticut Glen- dolph (Forest (SILVER gomery Ave. & & Ave. & World Aves. mont Rd. Wheaton Glen) Georgia SPRING) Route Medical Rt. 108 Ride Norbeck (club- (Aspen (Glen- Ave. & Number Center (Olney) Lot Rd. house) Hill) mont) Spring PM Service — Servicio vespertino Y7 - - 12:15 12:18 12:22 12:29 12:41 12:43 12:54 1:03 1:09 1:15 Y8 12:17 12:24 - 12:33 12:37 12:44 12:56 12:58 1:09 1:18 1:24 1:30 Y7 - - 12:45 12:48 12:52 12:59 1:11 1:13 1:24 1:33 1:39 1:45 Y8 12:47 12:54 - 1:03 1:07 1:14 1:26 1:28 1:39 1:48 1:54 2:00 Y7 - - 1:15 1:18 1:22 1:29 1:41 1:43 1:54 2:03 2:09 2:15 Y8 1:17 1:24 - 1:33 1:37 1:44 1:56 1:58 2:09 2:18 2:24 2:30 Y7 - - 1:45 1:48 1:52 1:59 2:11 2:13 2:24 2:33 2:39 2:45 Y8 1:47 1:54 - 2:03 2:07 2:14 2:26 2:28 2:39 2:48 2:54 3:00 Y7 - - 2:15 2:18 2:22 2:29 2:41 2:43 2:54 3:03 3:09 3:15 Y8 2:21 2:28 - 2:37 2:41 2:48 2:59 3:01 3:12 3:19 3:25 3:30 Y7 - - 2:48 2:52 2:56 3:03 3:14 3:16 3:27 3:34 3:40 3:45 Y2 2:55 3:02 - 3:11 - 3:18 3:29 3:31 3:42 3:49 3:55 4:00 Y7 - - 3:18 3:22 3:26 3:33 3:44 3:46 3:57 4:04 4:10 4:15 Y8 3:21 3:28 - 3:37 3:41 3:48 3:59 4:01 4:12 4:19 4:25 4:30 Y7 - - 3:43 3:47 3:51 3:58 4:09 4:11 4:22 4:29 4:35 4:40 Y2 3:45 3:52 - 4:01 - 4:08 4:19 4:21 4:32 4:39 4:45 4:50 Y7 - - 4:03 4:07 4:11 4:18 4:29 4:31 4:42 4:49 4:55 5:00 Y8 4:01 4:08 - 4:17 4:21 4:28 4:39 4:41 4:52 4:59 5:05 5:10 Y7 - - 4:23 4:27 4:31 4:38 4:49 4:51 5:02 5:09 5:15 5:20 Y2 4:28 4:34 - 4:42 - 4:49 5:00 5:02 5:13 5:20 5:25 5:30 Y7 - - 4:44 4:48 4:52 4:59 5:10 5:12 5:23 5:30 5:35 5:40 Y8 4:44 4:50 - 4:58 5:02 5:09 5:20 5:22 5:33 5:40 5:45 5:50 Y7 - - 5:04 5:08 5:12 5:19 5:30 5:32 5:43 5:50 5:55 6:00 Y2 5:08 5:14 - 5:22 - 5:29 5:40 5:42 5:53 6:00 6:05 6:10 Y7 - - 5:24 5:28 5:32 5:39 5:50 5:52 6:03 6:10 6:15 6:20 Y8 5:24 5:30 - 5:38 5:42 5:49 6:00 6:02 6:13 6:20 6:25 6:30 Y7 - - 5:44 5:48 5:52 5:59 6:10 6:12 6:23 6:30 6:35 6:40 Y2 5:48 5:54 - 6:02 - 6:09 6:20 6:22 6:33 6:40 6:45 6:50 Y7 - - 6:09 6:12 6:16 6:23 6:33 6:35 6:45 6:51 6:56 7:00 Y8 6:09 6:15 - 6:22 6:26 6:33 6:43 6:45 6:55 7:01 7:06 7:10 Y7 - - 6:29 6:32 6:36 6:43 6:53 6:55 7:05 7:11 7:16 7:20 Y2 6:33 6:39 - 6:46 - 6:53 7:03 7:05 7:15 7:21 7:26 7:30 Y7 - - 6:54 6:57 7:01 7:08 7:18 7:20 7:30 7:36 7:41 7:45 Y8 6:59 7:05 - 7:12 7:16 7:23 7:33 7:35 7:45 7:51 7:56 8:00 Y7 - - 7:24 7:27 7:31 7:38 7:48 7:50 8:00 8:06 8:11 8:15 Y2 7:33 7:39 - 7:46 - 7:53 8:03 8:05 8:15 8:21 8:26 8:30 Y7 - - 7:54 7:57 8:01 8:08 8:18 8:20 8:30 8:36 8:41 8:45 Y8 7:59 8:05 - 8:12 8:16 8:23 8:33 8:35 8:45 8:51 8:56 9:00 Y7 - - 8:24 8:27 8:31 8:38 8:48 8:50 9:00 9:06 9:11 9:15 Y2 8:40 8:46 - 8:53 - 8:59 9:09 9:11 9:19 9:26 9:31 9:35 Y2 9:00 9:06 - 9:13 - 9:19 9:29 9:31 9:39 9:46 9:51 9:55 Y2 9:25 9:31 - 9:38 - 9:44 9:54 9:56 10:04 10:11 10:16 10:20 Y2 9:50 9:56 - 10:03 - 10:09 10:19 10:21 10:29 10:36 10:41 10:45 Y2 10:30 10:35 - 10:41 - 10:45 10:53 10:55 11:03 11:08 11:12 11:15 Y2 11:00 11:05 - 11:11 - 11:15 11:23 11:25 11:33 11:38 11:42 11:45 Y2 11:30 11:35 - 11:41 - 11:45 11:53 11:55 12:03 12:08 12:12 12:15 After Midnight Service — Servicio después de la medianoche Y2 12:00 12:05 - 12:11 - 12:15 12:23 12:25 12:33 12:38 12:42 12:45

Page 4 of 10

17 Y2,7,8 Georgia Avenue-Maryland Line Northbound to Olney Monday thru Friday — Lunes a viernes

Page 5 of 10

18 Y2,7,8 Georgia Avenue-Maryland Line Northbound to Olney Monday thru Friday — Lunes a viernes

Paul S. Georgia Georgia Sarbanes Ave. & Georgia Ave. Transit Forest Ave. & & Center Glen Rd. Ran- Connec- ICC MEDSTAR (Silver Georgia (Forest Whea- dolph Glen- ticut Leisure Georgia PARK Georgia MONT- Spring) Ave. & Glen) ton Rd. mont Ave. World Ave. & & Ave. & GOMERY Route Spring (Glen- (Aspen (club- Norbeck RIDE Rt. 108 MEDICAL Number St. mont) Hill) house) Rd. Lot (Olney) CENTER PM Service — Servicio vespertino Y7 12:10 12:16 12:22 12:30 12:43 12:46 12:54 1:00 1:03 1:06 - - Y8 12:25 12:31 12:37 12:45 12:58 1:01 1:09 1:15 1:18 - 1:26 1:30 Y7 12:40 12:46 12:52 1:00 1:13 1:16 1:24 1:30 1:33 1:36 - - Y8 12:55 1:01 1:07 1:15 1:28 1:31 1:39 1:45 1:48 - 1:56 2:00 Y7 1:10 1:16 1:22 1:30 1:43 1:46 1:54 2:00 2:03 2:06 - - Y8 1:25 1:31 1:37 1:45 1:58 2:01 2:09 2:15 2:18 - 2:26 2:30 Y7 1:40 1:46 1:52 2:00 2:13 2:16 2:24 2:30 2:33 2:36 - - Y8 1:55 2:01 2:09 2:17 2:31 2:34 2:42 2:47 2:49 - 2:57 3:01 Y7 2:10 2:16 2:24 2:32 2:46 2:49 2:57 3:02 3:04 3:07 - - Y8 2:20 2:26 2:34 2:42 2:56 2:59 3:07 3:12 3:14 - 3:22 3:26 Y7 2:30 2:36 2:44 2:52 3:06 3:09 3:17 3:22 3:24 3:27 - - Y8 2:40 2:46 2:56 3:04 3:19 3:22 3:30 3:36 3:39 - 3:50 3:55 Y7 2:50 2:56 3:06 3:14 3:29 3:32 3:40 3:46 3:49 3:52 - - Y8 3:00 3:06 3:16 3:24 3:39 3:42 3:50 3:56 3:59 - 4:10 4:15 Y7 3:10 3:16 3:26 3:34 3:49 3:52 4:00 4:06 4:09 4:12 - - Y8 3:20 3:26 3:36 3:44 3:59 4:02 4:10 4:16 4:19 - 4:30 4:35 Y7 3:30 3:36 3:46 3:54 4:09 4:12 4:20 4:26 4:29 4:32 - - Y8 3:40 3:46 3:56 4:04 4:19 4:22 4:30 4:36 4:39 - 4:50 4:55 Y7 3:50 3:56 4:06 4:14 4:29 4:32 4:40 4:46 4:49 4:52 - - Y2 4:00 4:06 4:16 4:24 4:39 4:42 4:50 - 4:56 - 5:07 5:12 Y7 4:10 4:16 4:26 4:34 4:49 4:52 5:00 5:06 5:09 5:12 - - Y2 4:20 4:26 4:36 4:44 4:59 5:02 5:10 - 5:16 - 5:27 5:32 Y7 4:30 4:36 4:46 4:54 5:09 5:12 5:20 5:26 5:29 5:32 - - Y8 4:40 4:46 4:56 5:04 5:19 5:22 5:30 5:36 5:39 - 5:50 5:55 Y7 4:50 4:56 5:06 5:14 5:29 5:32 5:40 5:46 5:49 5:52 - - Y2 5:00 5:06 5:16 5:24 5:39 5:42 5:50 - 5:56 - 6:07 6:12 Y7 5:10 5:16 5:26 5:34 5:49 5:52 6:00 6:06 6:09 6:12 - - Y2 5:20 5:26 5:36 5:44 5:59 6:02 6:10 - 6:16 - 6:27 6:32 Y7 5:30 5:36 5:46 5:54 6:09 6:12 6:20 6:26 6:29 6:32 - - Y8 5:40 5:46 5:55 6:04 6:20 6:23 6:30 6:36 6:39 - 6:48 6:53 Y7 5:50 5:56 6:05 6:14 6:30 6:33 6:40 6:46 6:49 6:52 - - Y2 6:00 6:06 6:15 6:24 6:40 6:43 6:50 - 6:56 - 7:05 7:10 Y7 6:10 6:16 6:25 6:34 6:50 6:53 7:00 7:06 7:09 7:12 - - Y2 6:20 6:26 6:35 6:44 7:00 7:03 7:10 - 7:16 - 7:25 7:30 Y7 6:30 6:36 6:45 6:54 7:10 7:13 7:20 7:26 7:29 7:32 - - Y8 6:40 6:46 6:55 7:04 7:20 7:23 7:30 7:36 7:39 - 7:48 7:53 Y7 6:55 7:00 7:05 7:14 7:27 7:30 7:37 7:43 7:46 7:49 - - Y2 7:10 7:15 7:20 7:29 7:42 7:45 7:52 - 7:58 - 8:05 8:10 Y7 7:25 7:30 7:35 7:44 7:57 8:00 8:07 8:13 8:16 8:19 - - Y8 7:40 7:45 7:50 7:59 8:12 8:15 8:22 8:28 8:31 - 8:38 8:42 Y7 7:55 8:00 8:05 8:14 8:27 8:30 8:37 8:43 8:46 8:49 - - Y2 8:05 8:10 8:15 8:24 8:37 8:40 8:47 - 8:53 - 9:00 9:05 Y2 8:25 8:30 8:34 8:41 8:54 8:56 9:03 - 9:09 - 9:16 9:20 Y2 8:40 8:45 8:49 8:56 9:09 9:11 9:18 - 9:24 - 9:31 9:35 Y2 8:55 9:00 9:04 9:11 9:24 9:26 9:33 - 9:39 - 9:46 9:50 Y2 9:10 9:15 9:19 9:26 9:39 9:41 9:48 - 9:54 - 10:01 10:05 Y2 9:25 9:30 9:34 9:41 9:54 9:56 10:03 - 10:09 - 10:16 10:20 Y2 9:45 9:50 9:54 10:01 10:14 10:16 10:23 - 10:29 - 10:36 10:40 Y2 10:05 10:10 10:14 10:21 10:32 10:34 10:40 - 10:45 - 10:51 10:55 Y2 10:30 10:35 10:39 10:46 10:57 10:59 11:05 - 11:10 - 11:16 11:20 Y2 10:55 11:00 11:04 11:11 11:22 11:24 11:30 - 11:35 - 11:41 11:45 Y2 11:25 11:30 11:34 11:41 11:52 11:54 12:00 - 12:05 - 12:11 12:15 Y2 11:55 12:00 12:04 12:11 12:22 12:24 12:30 - 12:35 - 12:41 12:45 After Midnight Service — Servicio después de la medianoche Y2 12:25 12:30 12:34 12:41 12:52 12:54 1:00 - 1:05 - 1:11 1:15

Page 6 of 10

19 Y2,7,8 Georgia Avenue-Maryland Line

Southbound to Silver Spring station Saturday — En sábados St. Georgia Georgia Paul S. Ave. Georgia Ave. & Sarbanes & Ave. & Forest Transit Medstar Georgia Connec- Ran- Glen Rd. Center Mont- Georgia Ave. ticut Glen- dolph (Forest (SILVER gomery Ave. & & Ave. mont Rd. Wheaton Glen) Georgia SPRING) Route Medical Rt. 108 Norbeck Leisure (Aspen (Glen- Ave. & Number Center (Olney) Rd. World Hill) mont) Spring AM Service — Servicio matutino Y2 5:00 5:04 5:10 - 5:14 5:20 5:22 5:28 5:34 5:38 5:41 Y2 5:22 5:26 5:32 - 5:36 5:42 5:44 5:50 5:56 6:00 6:03 Y2 5:44 5:48 5:54 - 5:58 6:04 6:06 6:12 6:18 6:22 6:25 Y8 5:59 6:03 6:09 6:13 6:20 6:26 6:28 6:34 6:40 6:44 6:47 Y2 6:23 6:27 6:33 - 6:38 6:45 6:48 6:56 7:03 7:07 7:10 Y8 6:39 6:43 6:49 6:53 7:00 7:07 7:10 7:18 7:25 7:29 7:32 Y2 7:07 7:11 7:17 - 7:22 7:29 7:32 7:40 7:47 7:51 7:54 Y8 7:23 7:27 7:33 7:37 7:44 7:51 7:54 8:02 8:09 8:13 8:16 Y2 7:51 7:55 8:01 - 8:06 8:13 8:16 8:24 8:31 8:35 8:38 Y8 8:00 8:04 8:12 8:16 8:23 8:32 8:36 8:45 8:52 8:57 9:00 Y2 8:27 8:31 8:39 - 8:45 8:54 8:58 9:07 9:14 9:19 9:22 Y8 8:44 8:48 8:56 9:00 9:07 9:16 9:20 9:29 9:36 9:41 9:44 Y2 9:11 9:15 9:23 - 9:29 9:38 9:42 9:51 9:58 10:03 10:06 Y8 9:28 9:32 9:40 9:44 9:51 10:00 10:04 10:13 10:20 10:25 10:28 Y2 9:55 9:59 10:07 - 10:13 10:22 10:26 10:35 10:42 10:47 10:50 Y8 10:08 10:13 10:22 10:26 10:33 10:43 10:45 10:55 11:03 11:08 11:12 Y2 10:35 10:40 10:49 - 10:55 11:05 11:07 11:17 11:25 11:30 11:34 Y8 10:52 10:57 11:06 11:10 11:17 11:27 11:29 11:39 11:47 11:52 11:56 Y2 11:19 11:24 11:33 - 11:39 11:49 11:51 12:01 12:09 12:14 12:18 Y8 11:36 11:41 11:50 11:54 12:01 12:11 12:13 12:23 12:31 12:36 12:40 PM Service — Servicio vespertino Y2 12:03 12:08 12:17 - 12:23 12:33 12:35 12:45 12:53 12:58 1:02 Y8 12:20 12:25 12:34 12:38 12:45 12:55 12:57 1:07 1:15 1:20 1:24 Y2 12:47 12:52 1:01 - 1:07 1:17 1:19 1:29 1:37 1:42 1:46 Y8 1:04 1:09 1:18 1:22 1:29 1:39 1:41 1:51 1:59 2:04 2:08 Y2 1:31 1:36 1:45 - 1:51 2:01 2:03 2:13 2:21 2:26 2:30 Y8 1:48 1:53 2:02 2:06 2:13 2:23 2:25 2:35 2:43 2:48 2:52 Y2 2:15 2:20 2:29 - 2:35 2:45 2:47 2:57 3:05 3:10 3:14 Y8 2:32 2:37 2:46 2:50 2:57 3:07 3:09 3:19 3:27 3:32 3:36 Y2 2:59 3:04 3:13 - 3:19 3:29 3:31 3:41 3:49 3:54 3:58 Y8 3:16 3:21 3:30 3:34 3:41 3:51 3:53 4:03 4:11 4:16 4:20 Y2 3:43 3:48 3:57 - 4:03 4:13 4:15 4:25 4:33 4:38 4:42 Y8 4:00 4:05 4:14 4:18 4:25 4:35 4:37 4:47 4:55 5:00 5:04 Y2 4:31 4:36 4:44 - 4:50 5:00 5:02 5:10 5:18 5:23 5:26 Y8 4:49 4:54 5:02 5:06 5:12 5:22 5:24 5:32 5:40 5:45 5:48 Y2 5:15 5:20 5:28 - 5:34 5:44 5:46 5:54 6:02 6:07 6:10 Y8 5:33 5:38 5:46 5:50 5:56 6:06 6:08 6:16 6:24 6:29 6:32 Y2 6:05 6:10 6:17 - 6:21 6:30 6:32 6:40 6:46 6:51 6:54 Y8 6:21 6:26 6:33 6:37 6:43 6:52 6:54 7:02 7:08 7:13 7:16 Y2 6:49 6:54 7:01 - 7:05 7:14 7:16 7:24 7:30 7:35 7:38 Y8 7:05 7:10 7:17 7:21 7:27 7:36 7:38 7:46 7:52 7:57 8:00 Y2 7:33 7:38 7:45 - 7:49 7:58 8:00 8:08 8:14 8:19 8:22 Y8 7:49 7:54 8:01 8:05 8:11 8:20 8:22 8:30 8:36 8:41 8:44 Y2 8:18 8:23 8:29 - 8:34 8:42 8:44 8:52 8:58 9:03 9:06 Y2 8:40 8:45 8:51 - 8:56 9:04 9:06 9:14 9:20 9:25 9:28 Y2 9:02 9:07 9:13 - 9:18 9:26 9:28 9:36 9:42 9:47 9:50 Y2 9:24 9:29 9:35 - 9:40 9:48 9:50 9:58 10:04 10:09 10:12 Y2 9:50 9:55 10:01 - 10:05 10:12 10:14 10:20 10:26 10:31 10:34 Y2 10:12 10:17 10:23 - 10:27 10:34 10:36 10:42 10:48 10:53 10:56 Y2 10:34 10:39 10:45 - 10:49 10:56 10:58 11:04 11:10 11:15 11:18 Y2 10:56 11:01 11:07 - 11:11 11:18 11:20 11:26 11:32 11:37 11:40 Y2 11:20 11:25 11:31 - 11:35 11:42 11:44 11:50 11:56 12:01 12:04 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate. El Día de la Raza, el Día de los Veteranos, el Día de Martin Luther King Jr. y el Día de los Presidentes, Metrobus operará un horario sabatino en esta ruta. Page 7 of 10

20 Y2,7,8 Georgia Avenue-Maryland Line Northbound to Olney Saturday — En sábados

Paul S. Georgia Georgia Sarbanes Ave. & Georgia Ave. Transit Forest Ave. & & Center Glen Rd. Ran- Connec- MEDSTAR (Silver Georgia (Forest dolph Glen- ticut Georgia Georgia MONT- Spring) Ave. & Glen) Wheaton Rd. mont Ave. Ave. & Ave. & GOMERY Route Spring (Glen- (Aspen Leisure Norbeck Rt.108 MEDICAL Number St. mont) Hill) World Rd. (Olney) CENTER AM Service — Servicio matutino Y2 5:24 5:28 5:31 5:37 5:46 5:48 5:53 - 5:58 6:04 6:07 Y2 5:48 5:52 5:55 6:01 6:10 6:12 6:17 - 6:22 6:28 6:31 Y2 6:12 6:16 6:20 6:26 6:36 6:38 6:45 - 6:51 6:58 7:02 Y8 6:34 6:38 6:42 6:48 6:58 7:00 7:07 7:13 7:15 7:22 7:26 Y2 6:56 7:00 7:04 7:10 7:20 7:22 7:29 - 7:35 7:42 7:46 Y8 7:18 7:22 7:26 7:32 7:42 7:44 7:51 7:57 7:59 8:06 8:10 Y2 7:40 7:44 7:48 7:54 8:04 8:06 8:13 - 8:19 8:26 8:30 Y8 8:02 8:06 8:10 8:16 8:26 8:28 8:35 8:41 8:43 8:50 8:54 Y2 8:24 8:28 8:33 8:40 8:52 8:54 9:01 - 9:07 9:15 9:18 Y8 8:46 8:50 8:55 9:02 9:14 9:16 9:23 9:29 9:31 9:39 9:42 Y2 9:08 9:12 9:17 9:24 9:36 9:38 9:45 - 9:51 9:59 10:02 Y8 9:30 9:34 9:39 9:46 9:58 10:00 10:07 10:13 10:15 10:23 10:26 Y2 9:52 9:56 10:01 10:08 10:20 10:22 10:29 - 10:35 10:43 10:46 Y8 10:14 10:20 10:26 10:35 10:50 10:53 11:01 11:07 11:09 11:17 11:20 Y2 10:36 10:42 10:48 10:57 11:12 11:15 11:23 - 11:29 11:37 11:40 Y8 10:58 11:04 11:10 11:19 11:34 11:37 11:45 11:51 11:53 12:01 12:04 Y2 11:20 11:26 11:32 11:41 11:56 11:59 12:07 - 12:13 12:21 12:24 Y8 11:42 11:48 11:54 12:03 12:18 12:21 12:29 12:35 12:37 12:45 12:48 PM Service — Servicio vespertino Y2 12:04 12:10 12:16 12:25 12:40 12:43 12:51 - 12:57 1:05 1:08 Y8 12:26 12:32 12:38 12:47 1:02 1:05 1:13 1:19 1:21 1:29 1:32 Y2 12:48 12:54 1:00 1:09 1:24 1:27 1:35 - 1:41 1:49 1:52 Y8 1:10 1:16 1:22 1:31 1:46 1:49 1:57 2:03 2:05 2:13 2:16 Y2 1:32 1:38 1:44 1:53 2:08 2:11 2:19 - 2:25 2:33 2:36 Y8 1:54 2:00 2:06 2:15 2:30 2:33 2:41 2:47 2:49 2:57 3:00 Y2 2:16 2:22 2:28 2:37 2:52 2:55 3:03 - 3:09 3:17 3:20 Y8 2:38 2:44 2:50 2:59 3:14 3:17 3:25 3:31 3:33 3:41 3:44 Y2 3:00 3:06 3:12 3:21 3:36 3:39 3:47 - 3:53 4:01 4:04 Y8 3:22 3:28 3:34 3:43 3:58 4:01 4:09 4:15 4:17 4:25 4:28 Y2 3:44 3:50 3:56 4:05 4:20 4:23 4:31 - 4:37 4:45 4:48 Y8 4:06 4:12 4:18 4:27 4:42 4:45 4:53 4:59 5:01 5:09 5:12 Y2 4:28 4:34 4:40 4:49 5:04 5:07 5:15 - 5:21 5:29 5:32 Y8 4:50 4:56 5:02 5:11 5:26 5:29 5:37 5:43 5:45 5:53 5:56 Y2 5:12 5:18 5:24 5:33 5:48 5:51 5:59 - 6:05 6:13 6:16 Y8 5:34 5:40 5:45 5:54 6:08 6:11 6:19 6:25 6:27 6:35 6:39 Y2 5:56 6:02 6:07 6:16 6:30 6:33 6:41 - 6:47 6:55 6:59 Y8 6:18 6:24 6:29 6:38 6:52 6:55 7:03 7:09 7:11 7:19 7:23 Y2 6:40 6:46 6:51 7:00 7:14 7:17 7:25 - 7:31 7:39 7:43 Y8 7:02 7:08 7:13 7:22 7:36 7:39 7:47 7:53 7:55 8:03 8:07 Y2 7:24 7:30 7:35 7:44 7:58 8:01 8:09 - 8:15 8:23 8:27 Y8 7:46 7:51 7:56 8:04 8:17 8:20 8:27 8:33 8:35 8:42 8:45 Y2 8:08 8:13 8:18 8:26 8:39 8:42 8:49 - 8:55 9:02 9:05 Y2 8:30 8:35 8:40 8:48 9:01 9:04 9:11 - 9:17 9:24 9:27 Y2 8:52 8:57 9:02 9:10 9:23 9:26 9:33 - 9:39 9:46 9:49 Y2 9:14 9:19 9:24 9:32 9:45 9:48 9:55 - 10:01 10:08 10:11 Y2 9:36 9:41 9:46 9:54 10:05 10:07 10:13 - 10:18 10:24 10:27 Y2 9:58 10:03 10:08 10:16 10:27 10:29 10:35 - 10:40 10:46 10:49 Y2 10:20 10:25 10:30 10:38 10:49 10:51 10:57 - 11:02 11:08 11:11 Y2 10:42 10:47 10:52 11:00 11:11 11:13 11:19 - 11:24 11:30 11:33 Y2 11:04 11:08 11:12 11:19 11:29 11:31 11:36 - 11:40 11:46 11:49 Y2 11:26 11:30 11:34 11:41 11:51 11:53 11:58 - 12:02 12:08 12:11 Y2 11:48 11:52 11:56 12:03 12:13 12:15 12:20 - 12:24 12:30 12:33 After Midnight Service — Servicio después de la medianoche Y2 12:12 12:16 12:20 12:27 12:37 12:39 12:44 - 12:48 12:54 12:57 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metrobus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate. El Día de la Raza, el Día de los Veteranos, el Día de Martin Luther King Jr. y el Día de los Presidentes, Metrobus operará un horario sabatino en esta ruta. Page 8 of 10

21 Y2,7,8 Georgia Avenue-Maryland Line

Southbound to Silver Spring station Sunday Southbound — En domingo con dirección al sur Georgia Georgia Paul S. Ave. Georgia Ave. & Sarbanes & Ave. & Forest Transit Medstar Georgia Connec- Ran- Glen Rd. Center Mont- Georgia Ave. Leisure ticut Glen- dolph (Forest Georgia (SILVER gomery Ave. & & World Ave. mont Rd. Wheaton Glen) Ave. & SPRING) Route Medical Rt. 108 Norbeck (club- (Aspen (Glen- Spring Number Center (Olney) Rd. house) Hill) mont) St. AM Service — Servicio matutino Y2 4:56 5:01 5:07 - 5:11 5:18 5:20 5:27 5:33 5:37 5:40 Y2 5:18 5:23 5:29 - 5:33 5:40 5:42 5:49 5:55 5:59 6:02 Y2 5:40 5:45 5:51 - 5:55 6:02 6:04 6:11 6:17 6:21 6:24 Y8 5:58 6:03 6:09 6:13 6:17 6:24 6:26 6:33 6:39 6:43 6:46 Y2 6:24 6:29 6:35 - 6:39 6:46 6:48 6:55 7:01 7:05 7:08 Y8 6:36 6:41 6:47 6:51 6:58 7:06 7:08 7:15 7:22 7:27 7:30 Y2 7:02 7:07 7:13 - 7:18 7:28 7:30 7:37 7:44 7:49 7:52 Y8 7:21 7:26 7:32 7:36 7:43 7:51 7:53 8:00 8:07 8:12 8:15 Y2 7:47 7:52 7:58 - 8:03 8:13 8:15 8:22 8:29 8:34 8:37 Y8 8:05 8:10 8:16 8:20 8:27 8:35 8:37 8:44 8:51 8:56 8:59 Y2 8:24 8:29 8:37 - 8:42 8:52 8:54 9:03 9:10 9:18 9:21 Y8 8:41 8:46 8:54 8:58 9:05 9:15 9:17 9:26 9:33 9:41 9:44 Y2 9:09 9:14 9:22 - 9:27 9:37 9:39 9:48 9:55 10:03 10:06 Y8 9:25 9:30 9:38 9:42 9:49 9:59 10:01 10:10 10:17 10:25 10:28 Y2 9:53 9:58 10:06 - 10:11 10:21 10:23 10:32 10:39 10:47 10:50 Y8 10:09 10:14 10:22 10:26 10:33 10:43 10:45 10:54 11:01 11:09 11:12 Y2 10:35 10:41 10:50 - 10:56 11:06 11:08 11:18 11:26 11:32 11:36 Y8 10:51 10:57 11:06 11:10 11:17 11:27 11:29 11:39 11:47 11:52 11:56 Y2 11:17 11:23 11:32 - 11:38 11:48 11:50 12:00 12:08 12:14 12:18 Y8 11:35 11:41 11:50 11:54 12:01 12:11 12:13 12:23 12:31 12:36 12:40 PM Service — Servicio vespertino Y2 12:01 12:07 12:16 - 12:22 12:32 12:34 12:44 12:52 12:58 1:02 Y8 12:19 12:25 12:34 12:38 12:45 12:55 12:57 1:07 1:15 1:20 1:24 Y2 12:45 12:51 1:00 - 1:06 1:16 1:18 1:28 1:36 1:42 1:46 Y8 1:03 1:09 1:18 1:22 1:29 1:39 1:41 1:51 1:59 2:04 2:08 Y2 1:29 1:35 1:44 - 1:50 2:00 2:02 2:12 2:20 2:26 2:30 Y8 1:47 1:53 2:02 2:06 2:13 2:23 2:25 2:35 2:43 2:48 2:52 Y2 2:13 2:19 2:28 - 2:34 2:44 2:46 2:56 3:04 3:10 3:14 Y8 2:31 2:37 2:46 2:50 2:57 3:07 3:09 3:19 3:27 3:32 3:36 Y2 2:57 3:03 3:12 - 3:18 3:28 3:30 3:40 3:48 3:54 3:58 Y8 3:15 3:21 3:30 3:34 3:41 3:51 3:53 4:03 4:11 4:16 4:20 Y2 3:41 3:47 3:56 - 4:02 4:12 4:14 4:24 4:32 4:38 4:42 Y8 3:59 4:05 4:14 4:18 4:25 4:35 4:37 4:47 4:55 5:00 5:04 Y2 4:25 4:31 4:40 - 4:46 4:56 4:58 5:08 5:16 5:22 5:26 Y8 4:57 5:03 5:11 5:15 5:22 5:32 5:34 5:43 5:50 5:55 5:58 Y2 5:26 5:31 5:39 - 5:45 5:54 5:56 6:05 6:12 6:17 6:20 Y8 5:41 5:47 5:55 5:59 6:06 6:16 6:18 6:27 6:34 6:39 6:42 Y2 6:10 6:15 6:23 - 6:29 6:38 6:40 6:49 6:56 7:01 7:04 Y8 6:30 6:36 6:43 6:47 6:53 7:03 7:05 7:14 7:21 7:26 7:29 Y2 6:59 7:04 7:11 - 7:17 7:26 7:28 7:36 7:43 7:48 7:51 Y8 7:12 7:18 7:25 7:29 7:35 7:45 7:47 7:56 8:03 8:08 8:11 Y2 7:40 7:45 7:52 - 7:58 8:07 8:09 8:17 8:24 8:29 8:32 Y8 7:55 8:01 8:08 8:12 8:18 8:28 8:30 8:39 8:46 8:51 8:54 Y2 8:26 8:31 8:38 - 8:44 8:52 8:54 9:02 9:09 9:13 9:16 Y2 8:48 8:53 9:00 - 9:06 9:14 9:16 9:24 9:31 9:35 9:38 Y2 9:10 9:15 9:22 - 9:28 9:36 9:38 9:46 9:53 9:57 10:00 Y2 9:32 9:37 9:44 - 9:50 9:58 10:00 10:08 10:15 10:19 10:22 Y2 9:54 9:59 10:06 - 10:12 10:20 10:22 10:30 10:37 10:41 10:44 Y2 10:21 10:26 10:32 - 10:36 10:43 10:45 10:53 10:59 11:03 11:06 Y2 10:43 10:48 10:54 - 10:58 11:05 11:07 11:15 11:21 11:25 11:28 Y2 11:05 11:10 11:16 - 11:20 11:27 11:29 11:37 11:43 11:47 11:50

Page 9 of 10

22 Y2,7,8 Georgia Avenue-Maryland Line

Northbound to Olney Sunday Northbound — En domingo con dirección al norte Paul S. Georgia Georgia Sarbanes Ave. & Georgia Ave. Transit Forest Ave. & & Center Glen Rd. Ran- Connec- MEDSTAR (Silver Georgia (Forest dolph Glen- ticut Leisure Georgia Georgia MONT- Spring) Ave. & Glen) Wheaton Rd. mont Ave. World Ave. & Ave. & GOMERY Route Spring (Glen- (Aspen (club- Norbeck Rt.108 MEDICAL Number St. mont) Hill) house) Rd. (Olney) CENTER AM Service — Servicio matutino Y2 5:55 5:59 6:03 6:09 6:18 6:20 6:26 - 6:31 6:38 6:41 Y2 6:18 6:22 6:26 6:32 6:41 6:43 6:49 - 6:54 7:01 7:04 Y2 6:40 6:44 6:48 6:54 7:03 7:05 7:11 - 7:16 7:23 7:26 Y8 7:03 7:08 7:12 7:18 7:27 7:29 7:35 7:41 7:43 7:50 7:53 Y2 7:25 7:29 7:33 7:39 7:48 7:50 7:56 - 8:01 8:08 8:11 Y8 7:48 7:53 7:57 8:03 8:13 8:15 8:23 8:29 8:31 8:38 8:42 Y2 8:10 8:14 8:18 8:25 8:35 8:37 8:44 - 8:50 8:57 9:01 Y8 8:33 8:38 8:42 8:48 8:58 9:00 9:08 9:14 9:16 9:23 9:27 Y2 8:55 8:59 9:03 9:10 9:20 9:22 9:29 - 9:35 9:42 9:46 Y8 9:17 9:22 9:27 9:34 9:46 9:48 9:56 10:02 10:04 10:12 10:15 Y2 9:42 9:47 9:52 9:59 10:11 10:13 10:20 - 10:26 10:34 10:37 Y8 10:03 10:08 10:13 10:20 10:32 10:34 10:42 10:48 10:50 10:58 11:01 Y2 10:27 10:32 10:37 10:44 10:56 10:58 11:05 - 11:11 11:19 11:22 Y8 10:48 10:53 10:58 11:05 11:17 11:19 11:27 11:33 11:35 11:43 11:46 Y2 11:10 11:15 11:20 11:27 11:39 11:41 11:48 - 11:54 12:02 12:05 Y8 11:33 11:38 11:43 11:50 12:02 12:04 12:12 12:18 12:20 12:28 12:31 Y2 11:55 12:00 12:05 12:13 12:27 12:30 12:38 - 12:44 12:52 12:55 PM Service — Servicio vespertino Y8 12:18 12:23 12:28 12:36 12:50 12:52 1:00 1:06 1:08 1:16 1:19 Y2 12:40 12:45 12:50 12:58 1:12 1:15 1:23 - 1:29 1:37 1:40 Y8 1:03 1:08 1:13 1:21 1:35 1:37 1:45 1:51 1:53 2:01 2:04 Y2 1:25 1:30 1:35 1:43 1:57 2:00 2:08 - 2:14 2:22 2:25 Y8 1:48 1:53 1:58 2:06 2:20 2:22 2:30 2:36 2:38 2:46 2:49 Y2 2:09 2:14 2:19 2:27 2:41 2:44 2:52 - 2:58 3:06 3:09 Y8 2:33 2:38 2:43 2:51 3:05 3:07 3:15 3:21 3:23 3:31 3:34 Y2 2:53 2:58 3:03 3:11 3:25 3:28 3:36 - 3:42 3:50 3:53 Y8 3:18 3:23 3:28 3:36 3:50 3:52 4:00 4:06 4:08 4:16 4:19 Y2 3:42 3:47 3:52 4:00 4:14 4:17 4:25 - 4:31 4:39 4:42 Y8 4:05 4:10 4:15 4:23 4:37 4:39 4:47 4:53 4:55 5:03 5:06 Y2 4:27 4:32 4:37 4:45 4:59 5:02 5:10 - 5:16 5:24 5:27 Y8 4:48 4:53 4:58 5:06 5:20 5:22 5:30 5:36 5:38 5:46 5:49 Y2 5:10 5:15 5:20 5:28 5:42 5:45 5:53 - 5:59 6:07 6:10 Y8 5:33 5:38 5:43 5:51 6:05 6:07 6:15 6:21 6:23 6:31 6:34 Y2 5:52 5:57 6:02 6:10 6:24 6:27 6:35 - 6:41 6:49 6:52 Y8 6:18 6:23 6:27 6:35 6:48 6:50 6:58 7:04 7:06 7:13 7:17 Y2 6:40 6:45 6:49 6:57 7:10 7:13 7:20 - 7:26 7:33 7:36 Y8 7:03 7:08 7:12 7:20 7:33 7:35 7:43 7:49 7:51 7:58 8:02 Y2 7:25 7:30 7:34 7:42 7:55 7:58 8:05 - 8:11 8:18 8:21 Y8 7:52 7:56 8:00 8:07 8:19 8:21 8:29 8:35 8:37 8:44 8:47 Y2 8:10 8:15 8:20 8:27 8:39 8:41 8:48 - 8:53 9:00 9:03 Y2 8:33 8:38 8:43 8:50 9:02 9:04 9:11 - 9:16 9:23 9:26 Y2 8:55 9:00 9:05 9:12 9:24 9:26 9:33 - 9:38 9:45 9:48 Y2 9:18 9:23 9:28 9:35 9:47 9:49 9:56 - 10:01 10:08 10:11 Y2 9:40 9:45 9:50 9:57 10:09 10:11 10:18 - 10:23 10:30 10:33 Y2 10:03 10:08 10:13 10:20 10:32 10:34 10:41 - 10:46 10:53 10:56 Y2 10:28 10:32 10:36 10:42 10:52 10:54 11:00 - 11:05 11:11 11:14 Y2 10:51 10:55 10:59 11:05 11:15 11:17 11:23 - 11:28 11:34 11:37 Y2 11:13 11:17 11:21 11:27 11:37 11:39 11:45 - 11:50 11:56 11:59 Y2 11:36 11:40 11:44 11:50 12:00 12:02 12:08 - 12:13 12:19 12:22 Y2 11:58 12:02 12:06 12:12 12:22 12:24 12:30 - 12:35 12:41 12:44

Page 10 of 10

23 24 APPENDIX E

Correspondence MONTGOMERY COUNTY PLANNING DEPARTMENT THE MARYLAND-NATIONAL CAPITAL PARK AND PLANNING COMMISSION

Local Area Transportation Review

TRANSPORTATION IMPACT STUDY SCOPE OF WORK AGREEMENT

Contact Information Transportation Consultant The Traffic Group, Inc. (9900 Franklin Square Drive, Suite H, Baltimore, MD 21236) (company, contact name, email, Wes Guckert, [email protected], (410) 931-6600 and phone number) Name of Applicant / Donald R. Hague/MHP Developer

Project Information Include Tables/Graphics, As Needed

Project Name Forest Glen Apartments (include plan no. if known) Project Location Southwest quadrant of Georgia Avenue (MD 97) and Belvedere Blvd. See Exhibit 1 (include address if known) attached. Address: 9920 Georgia Ave, Silver Spring, MD 20902 Master Plan(s) / Policy Area(s) Kensington/Wheaton Forest Glen Sector Plan (subdivision staging policy map) Sector Plan Area(s) £ £ Preliminary Plan £ Site Plan Sketch/Concept/Pre- £ Amendment Application Type(s) Preliminary (Optional) £ Conditional Use W Local Map £ Other: ______(formerly special exception) Amendment

The subject site is proposed to be developed with 220 apartment units to replace the Project Description & existing 72 apartment units. Previous Approvals

(proposed land uses, zoning, no. of units, square footage, construction phasing, prior approvals and proposals, existing uses, site operations, year built, status of Adequate Public Facilities [APF], other relevant info)

1.Site Access Access to parking garage is thru existing Arthur Ave which intersect with Georgia Ave to the east (right-in/right-out) and Belvedere Blvd to the west (full movement). See Exhibit (proposed access location(s), 1A attached. existing/adjacent/opposite curb cuts, interparcel connections, access configurations and restrictions, internal circulation, private roads, parking/loading areas, other relevant info)

September 2017

1 W Transportation Impact Study £ Transportation Study Exemption Statement Generates 50 or more total weekday peak 2.Transportation Analysis hour person trips (vehicular, transit, Generates 49 or fewer total weekday peak bicycle, and/or pedestrian) with no hour person trips (vehicular, transit, bicycle, Requirement reductions other than a credit for existing and/or pedestrian) with no reductions other developments over 12 years old, AND is than a credit for existing developments over outside of the White Flint and White Oak 12 years old, OR within White Flint and Policy Areas. Fill out remainder of this form White Oak Policy Areas. Fill out PAR and trip and include in transportation impact study generation sections below, and include with appendix. exemption statement. £ Exempt (no square footage 3.Policy Area Review £ TPAR £ PAMR increase or fewer than 3 new trips) (PAR) (1/1/13 – 12/31/16) (11/15/07 - 12/31/12) or 1/1/17 or later) 0, 25, 50%: ______0-50%: ______Only for projects filed before £ No PAR (7/1/03 – 11/14/07) 1/1/17 (TPAR = Transportation Policy (PAMR = Policy Area Mobility £ PATR (before 6/30/03) Area Review) Review) (PATR = Policy Area Transportation Review) 4.Transportation £ Yes Mitigation Agreement W No (25+ Employees and in Transportation £ Amend Existing TMAg (TMAg) Required? Management District [TMD]) 5.Established Trans- portation Management W No £ Yes TMD Name: ______District (TMD)?

Transportation Impact Study Assumptions Include Tables/Graphics, As Needed 6.Study Years / Phases Existing Year: 2018 Phases / Build-out Year(s): 2021 7.Study Periods W AM W PM £ Mid-day £ Saturday £ Sunday £ Other: ______# of tiers of intersections to study (refer current LATR Guidelines): _____1______For the purpose of determining the number of tiers of study intersections, trip calculation for the 8.Study Intersections subject site should also include nearby unbuilt properties in common ownership. No trip reductions (For projects generating 50 or should be taken in this calculation other than a credit for existing developments over 12 years old. more person trips, list all 1) Georgia Ave & Dennis Ave 7) signalized & significant unsignalized intersections, and 2) Georgia Ave & Belvedere Blvd 8) site driveways traffic counts must be collected within 12- 3) Georgia Ave & Arthur Ave 9) months of completed and 4) Georgia Ave & Forest Glen Rd 10) accepted application) 5) Belvedere Blvd & Arthur Ave 11) 6) add more rows if necessary 9.Trip Generation Total Person Vehicle Trips* Transit Trips* Walking Trips* Bicycling Trips* Trips (clearly cite sources and AM: 76 AM: 45 AM: 6 AM: 12 AM: 6 methodology including use of rates vs. equation, include trip PM: 95 PM: 56 PM: 8 PM: 15 PM: 7 generation for existing site, (See Exhibit 2) (See Exhibit 2) (See Exhibit 2) (See Exhibit 2) (See Exhibit 2) current approvals, proposed uses, * Only required if total peak hour person trips are 50 or more. Sum of vehicle, transit, walking and and net changes) biking trips shall be the equivalent of total person trips. Use table at the end of the form to show all

2 January 2018

2 calculations and assumptions for mode breakout.

10.Trip Reductions

(include justification and None. supporting documentation for internal capture, pass-by, diverted, Transportation Demand Management) 11.Trip Distribution % Trip distribution will be based on the north-south split at key intersections along Georgia (include a map of the proposed Avenue. project in addition to a list or table)

None. 12.Pipeline Developments to be considered as background traffic

(include name, plan #, land uses, and sizes for approved but unbuilt developments or concurrently pending applications; info can be obtained from the M-NCPPC Pipeline website: http://mcatlas.org/pipeline/ - website is updated quarterly)

13.Pipeline Transportation Projects to be considered None. as background condition

(fully funded County Capital Improvement Program, State Consolidated Transportation Program, developer projects, etc. within the next 6 years)

3 January 2018

Preliminary Mitigation Analysis *Refer to the LATR Guidelines for details on how to mitigate • TEST: HCM Analysis is required to be provided for all W Vehicular intersections analyzed in studies for: 1) “Red & Orange” policy areas, and 2) intersections with a CLV of more than Analysis 1,350 in “Yellow & Green” policy areas. 3) CLV analysis 14.Vehicular Analysis Anticipated required for all intersections regardless of policy (Vehicular mitigation area. CLV assessment and signal timing worksheets to be determined are to be included in the study appendix. after study) • MITIGATION: Required if HCM delay analyses exceed policy area standard • TEST: If the plan generates 50 or more pedestrian peak hour trips, mitigation of surrounding pedestrian conditions is £ Pedestrian required 15.Pedestrian Analysis Mitigation • MITIGATION: Required if ADA non-compliance issues within Anticipated 500 foot radius of site boundary and if pedestrian crosswalk delay at LATR intersections within 500 feet of site boundary is lower than Level of Service (LOS) D • TEST: If the plan generates 50 or more bicycle peak hour trips and is within 0.25 miles of an existing educational institution or existing/planned bikeshare station, mitigation of £ Bicycle surrounding bicycle conditions is required • MITIGATION: Required to make improvements to provide a 16.Bicycle Analysis Mitigation low Level of Traffic Stress to any existing similar facility Anticipated within 750 feet of the site boundary; Alternatively, project may provide a master planned improvement that provides an equivalent improvement in the level of traffic stress for cyclists • TEST: If the plan generates 50 or more transit peak hour trips and the peak load of bus routes at bus stops within 1,000 feet of site boundary exceeds (or is worse than) peak £ Transit load of LOS D (1.25 transit riders per seat during the peak 17.Transit Analysis Mitigation period in the peak direction), mitigation of transit conditions Anticipated is required • MITIGATION: Required to provide or fund improvements that would mitigate the trips exceeding the standard that are attributable to the development £ Queuing Analysis £ Accident Analysis £ VISSIM Additional Analysis or £ Signal Warrant Analysis £ Synchro £ CORSIM Software Required £ Weaving/Merge Analysis £ SIDRA £ Other ______

4 January 2018

M-NCPPC Clarifications

• Transportation impact study will comply with all other requirements of the LATR Guidelines not listed on this form. • If physical improvements are proposed as mitigation, the transportation impact study will demonstrate feasibility with regards to right-of-way and utility relocation (at a minimum). • In the event that the development proposal significantly changes after this transportation impact study scope has been agreed to, the Applicant will work with M-NCPPC staff to amend the scope to accurately reflect the new proposal. • A receipt from MCDOT showing that the transportation impact study review fee has been paid will be provided to M-NCPPC DARC at the time the development application is submitted. • Minimum of seven paper copies (more if near the County line or an incorporated City) and two PDF copies of the transportation impact study and appendices will be provided.

Additional Assumptions / Special Circumstances for Discussion

5 January 2018

5 6 WMATA EASEMENT

ENTRY LOBBY

ENTRY

PARKING GARAGE COURTYARD Existing + 355’ Existing + 370’

SERVICE

GARAGE ALLEY ENTRY

4-Story Apartments 6-Story Apartments surrounding 4 / 5-Story Precast Garage

EXHIBIT 1A Forest Glen – Apartment Main Level Floor Plan SITE CONCEPT PLAN

7 Trip Generation Rates Directional Distribution Land Use (Source) Formula/Rate AM Peak Hour PM Peak Hour In Out In Out Multifamily Housing, Ln(Morning Trips) = 0.98 x Ln(Units) - 0.98 26% 74% 61% 39% Mid-Rise (ITE-221) Ln(Evening Trips) = 0.96 x Ln(Units) - 0.63

Note: Trip rates were based on ITE Trip Generation Manual, 10th Edition, 2017. Trip Generation for Forest Glen Apartments AM Peak Hour PM Peak Hour Land Use Size In Out Total In Out Total Proposed Apartments 220 units 19 55 74 57 37 94 Existing Apartments 72 units 6 19 25 20 12 32 Net New Trips (Proposed - Existing) 13 36 49 37 25 62 Adjusted Vehicle Trips by Policy Area (91%) 12 33 45 34 22 56 Total Person Trips (Vehicle Trips / 59.1%) 76 95 Auto Passenger Trips (Person Trips x 25.4%) 19 24 Transit Trips (Person Trips x 8.1%) 6 8 Non-Motorized Trips (Person Trips x 7.4%) 6 7 Pedestrian Trips (Transit + Non-Motorized Trips) 12 15

Note: Trip adjustment factor and mode split percentages for Kensington/Wheaton policy area were obtained from M-NCPPC 2017 LATR Appendix Tables 1a & 1b.

EXHIBIT 2 TRIP GENERATION FOR

F:\2017\2017-0722_Forest Glen - MHP\ENG\REV1\TRIPS-Site,6/1/2018 SUBJECT SITE

8 Ming-Yu Chien

From: Axler, Ed Sent: Tuesday, June 12, 2018 8:17 AM To: Ming-Yu Chien Cc: Mencarini, Katherine; Freer, Walker; Butler, Patrick Subject: FW: Forest Glen Apartments - LATR Scoping Form Attachments: LATR_ScopingForm_2018-06-11.pdf

Ming-Yu

The attached revised traffic study scope is acceptable. I appreciate your flexibility to better understand to traffic patterns in vicinity of the Forest Glen Apartments.

Ed Ed Axler Transportation Master Planner Area 2 Division, Montgomery County Planning Department, M-NCPPC 8787 Georgia Ave, Silver Spring, MD 20910-3760 voice=301-495-4536

From: Ming-Yu Chien [mailto:[email protected]] Sent: Monday, June 11, 2018 3:32 PM To: Axler, Ed Cc: Wes Guckert ; Glenn Cook Subject: RE: Forest Glen Apartments - LATR Scoping Form

Hi Ed,

Thank you very much for your comments. Attached is the revised scoping form. Please review and confirm if it’s acceptable.

Ming-Yu Chien, P.E., PTOE Traffic Engineer The Traffic Group, Inc. 9900 Franklin Square Dr. - Suite H Baltimore, MD 21236 T 410.931.6600 F 410.931.6601

[email protected]

www.trafficgroup.com

Merging Innovation and Excellence®

From: Axler, Ed [mailto:[email protected]] Sent: Monday, June 11, 2018 12:30 PM To: Ming-Yu Chien Cc: Mencarini, Katherine Subject: FW: Forest Glen Apartments - LATR Scoping Form

Ming-Yu

I consulted with the Montgomery Hills/Forest Glen Sector staff planner. She confirmed the that two background developments would have a de mininis impact on the analyzed intersections and does not need to be included in the background development. Thus, effectively there are no background developments.

Also she suggested that because left turns from Georgia Avenue are prohibited during the weekday evening peak hour, locals “back door” vehicular access via Seminary Road south of the Beltway to Forest Glen Road to reach Belvedere Blvd. & Arthur Avenue. Thus the intersection to be analyzed should be follows: • Georgia & Dennis • (NOT Georgia & August) • (NOT Georgia & Hildarose) • Georgia & Belvedere • Georgia & Arthur • Add Belvedere & Arthur (“back door” access) • Georgia & Forest Glen

Finally, the trip distribution should be consistent with the north-south split at key intersections along Georgia Avenue.

If you have any further question, feel free to contact me.

Katie Thank you for your assistance.

From: Axler, Ed Sent: Thursday, June 07, 2018 5:10 PM To: '[email protected]' Subject: FW: Forest Glen Apartments - LATR Scoping Form

Ming-Yu I tentatively feel that the traffic generated by the two background developments would have a de mininis impact on the analyzed intersections, but want to check with the Montgomery Hills/Forest Glen Sector planner first. Ed

From: Ming-Yu Chien [mailto:[email protected]] Sent: Thursday, June 07, 2018 5:06 PM To: Axler, Ed Cc: Freer, Walker ; Wes Guckert ; Glenn Cook

10 Subject: RE: Forest Glen Apartments - LATR Scoping Form

Thank you, Ed.

Did you get a chance to check on the background developments? Are the two developments we listed appropriate or should be removed? I wonder in general within what distance from the site should the background developments be considered and included in the study?

We’ll revise and resubmit the scoping form after receiving all your comments.

Thank you again!

Ming-Yu Chien, P.E., PTOE Traffic Engineer The Traffic Group, Inc. 9900 Franklin Square Dr. - Suite H Baltimore, MD 21236 T 410.931.6600 F 410.931.6601

[email protected]

www.trafficgroup.com

Merging Innovation and Excellence®

From: Axler, Ed [mailto:[email protected]] Sent: Thursday, June 7, 2018 2:57 PM To: Ming-Yu Chien Cc: Freer, Walker ; Wes Guckert ; Glenn Cook Subject: FW: Forest Glen Apartments - LATR Scoping Form

Ming-Yu

Thank you for your clarifications. #1&2a= After looking at another more-detailed map, you are correct that Georgia/Arthur do connect and the site access is at Arthur/Belvedere. #2b= There is NO need to analyzed Hildarose (P-19)/Gardiner (P-18) even though they are sector-planned streets because the more-detailed map shows that they do connect to only local neighborhood residential streets to the west. #3= Yes, please analyze Georgia/Dennis instead of Georgia/August. #4= Yes please include Georgia/Belvedere because Belvedere is used to make a left onto NB Georgia.

11 From: Ming-Yu Chien [mailto:[email protected]] Sent: Tuesday, June 05, 2018 4:17 PM To: Axler, Ed Cc: Freer, Walker ; Wes Guckert ; Glenn Cook Subject: RE: Forest Glen Apartments - LATR Scoping Form

Hi Ed,

Thank you for your response and comments.

1. Georgia/Arthur is actually one of our entrances. (Some map doesn’t show Arthur extending to Georgia Ave but some does) 2. Our other entrance is Belvedere/Arthur. So we don’t have an entrance on Hildarose. Do you still think we should include Hildarose (P-19)/Gardiner (P-18)? We won’t have any impact on that intersection. 3. We will include Georgia/Dennis. Should we then remove Georgia/August? 4. Yes, our traffic going to the north on Georgia Ave will use Belvedere to make a left since the entrance on Georgia Ave is a right-in/right-out.

Thank you!

Ming-Yu Chien, P.E., PTOE Traffic Engineer The Traffic Group, Inc. 9900 Franklin Square Dr. - Suite H Baltimore, MD 21236 T 410.931.6600 F 410.931.6601

[email protected]

www.trafficgroup.com

Merging Innovation and Excellence®

From: Axler, Ed [mailto:[email protected]] Sent: Tuesday, June 5, 2018 2:19 PM To: Ming-Yu Chien Cc: Freer, Walker Subject: FW: Forest Glen Apartments - LATR Scoping Form

Ming-Yu I am reviewing the scoping form now -- associated with the on-going Montgomery Hills-Forest Glen Sector Plan effort. My initial comments are as follows: 1. Intersections to be analyzed are: • Note that the Georgia/Arthur intersection is listed but Arthur appears not to intersect with Georgia • Add the two driveways from the site were not included at Georgia & at Hildarose

12 • Add the intersection of sector-planned primary residential streets to the west of the site driveway at Hildarose – at Hildarose (P-19)/Gardiner (P-18) • The Georgia/August intersection to the north is included but is minor as August Drive is not a sector-planned roadway -- the more significant Georgia/Dennis to the north should be included • Will site-generated trip be projected on Belvedere to turn left to NB Georgia? 2. The trip distribution should be consistent with the north-south split at key intersections along Georgia Avenue 3. I am checking the background developments where two approved, but unbuilt plans cited in the scoping form may be too far from the analyzed intersections I will follow-up with more details later this week. Feel free to contact me with any questions. Ed From: Ming-Yu Chien [mailto:[email protected]] Sent: Monday, June 04, 2018 9:26 AM To: Axler, Ed Cc: Wes Guckert ; Glenn Cook Subject: LATR Scoping Form - Forest Glen Apartments

Good morning Ed,

We are submitting the attached scoping form for a project in the Forest Glen area. Please review and comment.

Thank you always for your help!

Ming-Yu Chien, P.E., PTOE Traffic Engineer The Traffic Group, Inc. 9900 Franklin Square Dr. - Suite H Baltimore, MD 21236 T 410.931.6600 F 410.931.6601

[email protected]

www.trafficgroup.com

Merging Innovation and Excellence®

13 14