15585/15595 OLD COLUMBIA PIKE PROPERTY BURTONSVILLE, MARYLAND
April 15, 2019
15585/15595 Old Columbia Pike Property
Local Area Transportation Review
April 15, 2019
Prepared for:
Anthony K. Cheng
Prepared by:
Wells + Associates, Inc.
Nancy Randall, AICP, PTP
Barbara Mosier, P.E., PTOE
1110 Bonifant Street, Suite 210
Silver Spring, MD 20910
(301) 448-1333
www.WellsAndAssociates.com
TABLE OF CONTENTS PAGE SECTION 1: INTRODUCTION ______1 OVERVIEW ...... 1 DESCRIPTION OF MULTI-MODAL ADEQUACY TESTS ...... 1
SECTION 2: BACKGROUND DATA ______6 OVERVIEW ...... 6 TEST REDEVELOPMENT SCENARIO ...... 6 VEHICULAR ACCESS ...... 6 PUBLIC ROAD NETWORK ...... 6 PROGRAMMED IMPROVEMENTS ...... 7 NON-AUTO TRANSPORTATION FACILITIES ...... 8 STUDY AREA DEFINITION ...... 8 EXISTING TRAFFIC COUNTS ...... 9
SECTION 3: LOCAL AREA TRANSPORTATION REVIEW ______13 OVERVIEW ...... 13 CONGESTION STANDARD ...... 13 EXISTING CONDITIONS ...... 13 BACKGROUND FUTURE CONDITIONS ...... 16 PIPELINE DEVELOPMENTS...... 16 PIPELINE TRIP GENERATION ...... 16 PIPELINE TRIP ASSIGNMENTS ...... 16 BACKGROUND TRAFFIC FORECASTS ...... 16 TOTAL FUTURE CONDITIONS ...... 23 SITE TRIP GENERATION ...... 23 SITE TRIP ASSIGNMENTS ...... 23 TOTAL FUTURE FORECASTS ...... 23
SECTION 4: PEDESTRIAN AND BICYCLE STATEMENT ______28 OVERVIEW ...... 28 TRANSIT FACILITIES ...... 28 PEDESTRIAN CROSSINGS ...... 29 BICYCLE FACILITIES ...... 29 STREET LIGHT INVENTORY ...... 30
SECTION 5: SUPPLEMENTAL ANALYSIS ______31 OVERVIEW ...... 31 PEAK HOUR SIGNAL WARRANT...... 31 CRASH ANALYSIS ...... 33 MITIGATION ...... 36
SECTION 6: CONCLUSIONS ______37
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LIST OF FIGURES
FIGURE TITLE PAGE 1 SITE LOCATION ...... 4 2 EXISTING LANE USE AND TRAFFIC CONTROLS ...... 11 3 EXISTING PEAK HOUR TRAFFIC VOLUMES ...... 12 4 PIPELINE DEVELOPMENT LOCATIONS ...... 19 5 COMBINED PIPELINE DEVELOPMENT PEAK HOUR TRAFFIC VOLUMES ...... 20 6 BACKGROUND PEAK HOUR TRAFFIC VOLUMES ...... 21 7 SITE TRAFFIC ASSIGNMENTS ...... 25 8 TOTAL FUTURE TRAFFIC VOLUMES ...... 26 9 ANALYZED INCIDENT DATA POINTS LOCATION ...... 34
LIST OF TABLES
TABLE TITLE PAGE 1 SSP SITE TRIP GENERATION ...... 5 2 AUTO-DRIVER SITE TRIP GENERATION ...... 10 3 EXISTING LEVEL OF SERVICE ...... 15 4 PIPELINE PROJECTS TRIP GENERATION ...... 18 5 BACKGROUND LEVEL OF SERVICE ...... 22 6 TOTAL FUTURE LEVEL OF SERVICE ...... 27 7 TRAFFIC SIGNAL WARRANTS SUMMARY ...... 32 8 CRASH DATA SUMMARY ...... 35
LIST OF APPENDICES
APPENDIX TITLE
A Scoping Correspondence B MD 198 Short Term Improvements: MD SHA District Three’s Input C Vehicular Traffic Counts D Existing Conditions Synchro 10 Results & CLVs E Traffic Forecasting Worksheets F Background Conditions Synchro 10 Results & CLVs G Total Future Conditions Synchro 10 Results & CLVs H Bus Routes Information and Schedules I Signal Warrant Tables and Reports J Crash Data: Analyzed Dataset
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15585/15595 Old Columbia Pike Property
Section 1 INTRODUCTION
OVERVIEW
This report presents a Local Area Transportation Review (LATR) as part of the Local Map Amendment application to rezone the property located at 15585 and 15595 Old Columbia Pike. The subject property is located on the southwest corner of the Maryland Route 198 (MD 198 – Old Columbia Pike) and U.S. 29A (Business 29) in Burtonsville, Maryland within the Burtonsville Town Center Policy Area of Montgomery County as shown on Figure 1.
The 15585 and 15595 Old Columbia Pike property is currently developed with an 8,100 square foot (SF) store that sells bedding and furniture and a convenience market with eight gasoline fueling positions. The Applicant, Anthony K. Cheng, proposes to rezone the site from CRN 1.5, C-1.0, R-0.5, H-45 to the CRT Floating Zone (“CRTF”) CRTF 1.5, C-1.0, R-0.5, and H-45. As a test scenario, this study considers the replacement of the furniture store with a general retail center and an increase in the number of fueling positions. This test redevelopment scenario represents a likely worst-case scenario in terms of traffic impact for the allowable uses under the zoning change. However, it is probable that the most likely future redevelopment plan for the site would be less intense than this test scenario and include additional fueling positions, but simply repurposing the existing 8,100 SF structure to a general retail use with a new tenant instead of rebuilding and expanding the structure. Also please note that future redevelopment plans under the proposed CRT zoning would require an updated LATR study, at which time the specific development plan impact would be assessed.
The test scenario is subject to Local Area Transportation Review (LATR) as it would be expected to generate 50 or more peak hour person trips. This study was prepared to satisfy LATR requirements in accordance with the draft Maryland-National Capital Park and Planning Commission (M-NCPPC) Local Area Transportation Review Guidelines, December 2017. The scope of this LATR traffic study was established in consultation with M-NCPPC and Montgomery County Department of Transportation (MCDOT) Staff. The scope of work agreement is included in Appendix A.
DESCRIPTION OF MULTI-MODAL ADEQUACY TESTS
Following is a description of the various multi-modal tests for determining transportation adequacy per the December 2017 LATR guidelines and the Subdivision Staging Policy:
Motor vehicle adequacy. This analysis is required if the subject development generates 50 or more peak hour person trips. Sites located within Orange policy areas such as the Burtonsville Town Center policy area evaluate intersection capacity based on Highway Capacity Manual methodology. The test scenario redevelopment would generate more than 50 peak hour
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person trips and would therefore be subject to the motor vehicle adequacy test. The congestion standard for signalized study intersections in the Burtonsville Town Center policy area is an overall average vehicle delay of 71 seconds per vehicle.
Pedestrian system adequacy. This analysis is required if 50 peak hour pedestrian trips or more are generated by the subject development. This analysis first requires checking if the ADA non- compliance issues identified within 500 feet of site are met. Restoration or funding of the ADA non-compliance issues shall be conducted if necessary. The test scenario would not exceed 50 pedestrian trips and therefore this test would not be required.
Bicycle system adequacy. This analysis is required if 50 peak hour non-motorized trips or more are generated by the subject development and is within a quarter mile of educational institution or existing or planned bikeshare station. Adequacy is measured by the LTS (Level of Traffic Stress). The stress is determined on the comfort or skill level of a bicyclist in reference to a roadway. The appropriate adequacy for a bicycle system is LTS – 2. Mitigation involves the applicant providing necessary adjustments to promote low level of traffic stress that facilitates LTS – 2 conditions within 750 feet of a development site boundary. The test redevelopment scenario would not exceed 50 non-motorized (bicycle) trips, therefore, this test would not be required.
Transit system adequacy. This analysis is required if 50 peak hour transit trips or more are generated by the subject development. Should the subject development exceed the 50 transit trip threshold, an inventory of transit stations and stops within 1000 feet of the site and the peak load for each route should be identified. The test redevelopment scenario would not exceed 50 transit trips; therefore, this test is not required.
Based on the criteria in the Subdivision Staging Policy and the LATR Guidelines and the number of peak hour trips by each mode shown in Table 1, only the evaluation of motor vehicle adequacy is required to satisfy LATR requirements for this site; evaluation of the Pedestrian, Bicycle, and Transit System Adequacy is not required.
Tasks undertaken in this study included the following:
. Review of the proposed plans and background materials provided. . Coordination with M-NCPPC staff to identify the necessary scope and analyses to be included in the LATR study. . Performed a field reconnaissance of existing roadways and pedestrian infrastructure, intersection geometrics, traffic controls, and speed limits. . Collection of vehicle turning movements, bicycle, and pedestrian counts at the study intersections on a typical weekday during both the AM and PM peak periods. . Calculation of existing peak hour network delays at each of the study intersections included in the study.
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. Forecast background future traffic volumes by compiling the existing peak hour traffic volumes and the traffic forecasted to be generated by pipeline projects that are currently approved or planned for development. . Calculation of background future network delays at each of the study intersections based on the background future traffic forecasts and the existing or planned intersection geometrics. . Estimation of the number of AM and PM peak hour vehicle trips that would be generated by the test scenario redevelopment land uses based on the Trip Generation Manual, 10th Edition, published by the Institute of Transportation Engineers and the Burtonsville Town Center policy area adjustment factors. . Determination of directional distributions of the site-generated trips based on LATR Guidelines procedures and consultation with M-NCPPC. . A forecast of total future traffic volumes by combining the site trips with the background traffic forecasts. . Calculation of total future network delays at each of the study intersections based on the total future traffic forecasts and existing or planned intersection geometrics. . Preparation of a pedestrian and bicycle statement in accordance with the LATR Guidelines.
Sources of data for this study include: M-NCPPC, MCDOT, MD SHA, Institute of Transportation Engineers (ITE), and Wells + Associates Inc.
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1 SANDY SPRING ROAD 3 2 4 SITE 4
5
SPENCERVILLE ROAD PIKE
OLD COLUMBIA
Figure 1 Site Location NORTH Cheng Property - Burtonsville Montgomery County, Maryland
Table 1 15585/15595 Old Columbia Pike Property Trip Generation1,2 ITE Trip Generation SSP 2016‐2020 Trip Generation k k k k and AM Pea Hour PM Pea Hour AM Pea Hour PM Pea Hour L Use LUC Amount Unit Auto Auto Person Auto Auto Person Transit Non‐Motorized Pedestrian Transit Non‐Motorized Pedestrian In Out Total In Out Total Driver Passenger Trips Driver Passenger Trips Test Scenario Land Use Convenience Market With Gasoline (Fueling Positions) 853 12 Positions 125 124 249 138 138 276 247 83 3 11 14 345 273 92 4 12 16 381
Shopping Center 820 19,750 SF 12 7 19 79 85 164 19 6 0 1 1 27 162 54 2 7 9 226 ` Test Scenario Trip Generation Total 137 131 268 217 223 440 266 89 3 12 15 372 435 146 6 19 25 607
Test Scenario Land Use 3 Convenience Market With Gasoline (Fueling Positions) 853 12 Positions 125 124 249 138 138 276 247 83 3 11 14 345 273 92 4 12 16 381 5 Shopping Center 820 8,100 SF 5 3 8 41 44 85 8 2 0 0 0 11 84 28 1 4 5 117
Likely Scenario Trip Generation Total 130 127 257 179 182 361 255 85 3 11 14 356 357 120 5 16 21 498
Existing Land Use Convenience Market With Gasoline (Fueling Positions) 853 8 Positions 83 83 166 92 92 184 164 55 2 7 9 229 182 61 3 8 11 254
Matress/Furniture Store 8908,100SF112224200 0 0 3 4 1 0 0 0 6
Existing Land Use Trip Generation Total 84 84 168 94 94 188 166 55 2 7 9 232 186 62 3 8 11 260
Test Scenario Net Trip Generation 53 47 100 123 129 252 100 34 1 5 6 140 249 84 3 11 14 347
Notes: 1. Trip generation based on ITE Trip Generation Manual 10th Edition 2. Burtonsville Town Center Policy Area 3. Likely Scenario Trips not used in analysis
15585/15595 Old Columbia Pike April 2019
SECTION 2 BACKGROUND DATA
OVERVIEW
This section presents the following background information for the LATR:
. Description of the test scenario redevelopment. . Description of the existing vehicular ingress/egress. . Definition of the study area. . Description of the study area public road network and transportation facilities. . Existing vehicular traffic counts.
TEST REDEVELOPMENT SCENARIO
The 15585 and 15595 Old Columbia Pike property is currently developed with an 8,100 SF bedding and furniture store and a convenience market with eight gasoline fueling stations. The bedding store is being categorized as a furniture store land use for the purposes of trip generation for this study. After rezoning, the applicant anticipates that a likely development scenario would include increasing the number of fueling positions at the gas station to twelve (12) and converting the bedding and furniture store to a general retail use. This study considers a more intense test scenario redevelopment of the property with the increase to twelve fueling positions, and replacing the existing bedding store with a 19,750 SF general retail building (the “Test Scenario”).
VEHICULAR ACCESS
Access to the property is provided by two existing access points located on MD 198, west of the southbound ramp to access Columbia Pike (US 29). The western access point is an unsignalized intersection allowing full movements in and out of the property and into the Burtonsville Town Square on the northern side of MD 198. The eastern access point provides right-in/right-out access to the property from eastbound MD 198. These access points remain unchanged in the Test Scenario.
PUBLIC ROAD NETWORK
Existing Network/Site Access
Regional and local access to the site is provided by Columbia Pike (US 29) and Spencerville Road/Sandy Spring Road (MD 198). Local access is provided by Old Columbia Pike (US 29A) and MD 198.
Columbia Pike (US 29), within the study area, is a four-lane, median-divided, major north-south highway providing regional access to the site. The posted speed limit is 55 mph. Access to
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southbound travel on US 29 in the study area is provided at the traffic signal located to the east of the property. Access to northbound travel is available from Sandy Spring Road.
Old Columbia Pike (“Business 29”/US 29A), is a four-lane, median-divided, major highway extending from US 29 to MD 198 providing regional and local access to the site. The posted speed limit is 45 mph.
Spencerville Road/Sandy Spring Road (MD 198), within the study area, is an east-west six to four-lane roadway with a posted speed limit of 40 mph. MD 198 is classified as major highway.
Old Columbia Pike (west) is a two-lane, undivided, minor arterial roadway with a posted speed limit of 35 mph. It extends from Spencerville Road into White Oak to the south.
PROGRAMMED IMPROVEMENTS
No transportation improvements affecting capacity in the next five years have been identified in the Maryland SHA Consolidated Transportation Program (CTP) or the Montgomery County Capital Improvement Program.
The study area for this report is part of the MD 28/MD 198 Corridor Improvement Study by MD SHA, which is currently underway. The planned Burtonsville Access Road project is located on the north side of MD 198 at the current Burtonsville Shopping Center driveway across from this site’s western access.
The purpose of the MD 28/MD 198 Corridor Improvement Study is to address local operational and capacity deficiencies resulting from increased travel demand in the area while improving safety, and incorporating pedestrian and bicycle facilities, where possible.
The Burtonsville Access Road project proposes a new roadway between MD 198 and the Burtonsville Elementary School access road which aims to implement master plan recommendations, creating a parallel grid pattern in the town center area and providing provide rear access to businesses from the new roadway. This project is funded for design in the Montgomery County CIP for 2022 and is noted as currently being in final design phase.
Based on correspondence contained in Appendix B, short term safety improvements along MD 198 from on MD 28/MD 198 Corridor Study “Segment D” from Old Columbia Pike to US 29 have been discussed between Montgomery County Staff and the MD SHA District Three traffic engineering staff and the following improvement proximate to this site have been recommended and will be implemented by the SHA District 3 Engineering Systems Team: . Remove the painted median on MD 198 westbound at the western site access point and install a raised plastic median with tubular markers to accommodate a westbound left- turn lane. . Post “No Left Turns” at the existing eastern right-in/right-out driveway. . No additional turn restrictions are recommended at this time.
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N ON-AUTO TRANSPORTATION FACILITIES
The subject property is within the Burtonsville Town Center policy area, which is served by Metrobus, RideOn, Maryland Transit Authority (MTA) Commuter Bus, and ICC Bus to and from Baltimore-Washington International Airport at the Burtonsville Park & Ride lot.
The Burtonsville Park & Ride is located behind the Burtonsville Crossing Shopping Center with access from US 29, Business 29, and MD 198, less than half a mile from the subject property. The park-and-ride lot is also included in a Bus Rapid Transit (BRT) network study by Montgomery County.
Metrobus, RideOn, and MTA
Metrobus routes Z6, Z7, and Z11 connect the site to Silver Spring and the Metrorail network from the Burtonsville Park & Ride lot. Stops for Metrobus routes Z6 and Z7 are also available on Old Columbia Pike (west) less than half a mile from the site.
RideOn route 129 provides limited-stop service along US 29 between the Burtonsville Park & Ride lot and the Paul S. Sarbanes Transit Center in Silver Spring.
MTA Commuter Bus routes 201, 203, and 305 & 315 provide connectivity from the Burtonsville Park & Ride to commuting destinations in the area.
Bicycle Facilities
Currently, Old Columbia Pike (west) is a designated bikeway with bike lanes to the south of MD 198. A shared use path also exists from Business 29 to the east along the south side of MD 198.
Sidewalks
Sidewalks are provided on both sides of Old Columbia Pike (west), on the north side of MD 198 between Business 29 and the southern access driveway to Burtonsville Town Square, and both sides of Business 29 from the MD 198 intersection to the Burtonsville Square and Town Center intersection. To the east of the MD 198/Business 29 intersection, a sidewalk exists on the north side of MD 198 and a buffered shared use path runs along the south side.
A pedestrian and bicycle impact statement is provided later in this report.
STUDY AREA DEFINITION
The study area for this LATR study was established through consultation with M-NCPPC Staff and is contained in the scoping letter provided in Appendix A.
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For purposes of determining the study area, the convenience market with 12 gasoline fueling positions and 19,750 SF shopping center would generate 49 AM peak hour new Auto-Driver (vehicle) trips and 145 PM peak hour new Auto-Driver (vehicle) trips, as calculated using ITE trip generation rates and appropriate mode splits per the 2017 LATR guidelines and shown in Table 2. Based on the vehicle trip generation, the LATR Guidelines require a minimum of one (1) signalized intersection to be studied in each direction from the site access. The following intersections were included in the study as discussed with M-NCPPC Staff through the scoping process:
1. MD 198/US 29 NB Ramp 2. MD 198/Old Columbia Pike/US 29 SB Ramp 3. MD 198/East Site access 4. MD 198/Shopping Center Access/West Site access 5. MD 198/Burtonsville Elementary School access/Old Columbia Pike (west)
Figure 2 shows the existing lane use and traffic control at each of these intersections.
EXISTING TRAFFIC COUNTS
Existing AM and PM peak hour vehicular, pedestrian, and bicycle traffic counts were conducted by Wells + Associates at each of the study intersections on a typical weekday from 6:30 AM to 9:30 AM and from 4:00 PM to 7:00 PM when Montgomery County public schools were in session.
Counts at the MD 198/Old Columbia Pike/US 29 SB Ramp, MD 198/East Site access, and MD 198/Burtonsville Town Square south Access/West Site access intersections were collected on Wednesday, February 13, 2019.
On Tuesday March 12, 2019, counts were collected at the MD 198/US 29 NB Ramp and MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) intersections.
Figure 3 shows the existing AM and PM peak hour vehicular traffic counts and the detailed count data is provided in Appendix C.
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Table 2 15585/15595 Old Columbia Pike Property Auto‐Driver Trip Generation1,2 Trip Generation Land Use LUC Amount Unit AM Peak Hour PM Peak Hour In Out Total In Out Total
Test Scenario Land Use Convenience Market With Gasoline (Fueling Positions) 853 12 Positions 124 123 247 137 136 273 Pass‐By (62% AM/56% PM) (77) (76) (153) (77) (76) (153) Shopping Center 820 19,750 SF 12 7 19 78 84 162 Pass‐By (34% PM) (27) (29) (55)
Test Scenario Trip Generation Total 59 54 113 112 115 227
Likely Scenario Land Use 3 Convenience Market With Gasoline (Fueling Positions) 853 12 Positions 124 123 247 137 136 273 Pass‐By (62% AM/56% PM) (77) (76) (153) (77) (76) (153) Shopping Center 820 8,100 SF 5 3 8 40 44 84 Pass‐By (34% PM) (14) (15) (29)
Likely Scenario Trip Generation Total 52 50 102 87 89 176
Existing Land Use Convenience Market With Gasoline (Fueling Positions) 853 8 Positions 82 82 164 91 91 182 Pass‐By (62% AM/56% PM) (51) (51) (102) (51) (51) (102) Furniture Store 8908,100SF112224 Pass‐By (53% PM) (1) (1) (1)
Existing Land Use Trip Generation Total 32 32 64 41 41 83
Likely Scenario Net Primary Trips 3 20 18 38 46 48 93
Likely Scenario Net Pass‐By Trips (26) (25) (51) (38) (39) (78)
TEST SCENARIO NET PRIMARY TRIPS 27 22 49 71 74 144
Test Scenario Net Pass‐By Trips (26) (25) (51) (51) (53) (105)
Notes: 1. Trip generation based on ITE Trip Generation Manual 10th Edition 2. Burtonsville Town Center Policy Area 3. Likely Scenario trips not used in analysis
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1 SANDY SPRING ROAD 3 2 4 SITE
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SPENCERVILLE ROAD PIKE
OLD COLUMBIA DRIVEWAY DRIVEWAY US 29 NORTHBOUND US 29 CENTER SHOPPING SOUTHBOUND ON-RAMP OFF-RAMP XXXXX 1 2 3 4 5
SANDY SAND SANDY SAND SANDY SAND SANDY SAND SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPENCERVILLE SPENCERVILLE NORTHBOUND
ROAD ROAD ROAD SOUTHBOUND ROAD ROAD ROAD ROAD ROAD ROAD ROAD COLUMBIA OFF-RAMP ON-RAMP ACCESS ACCESS WEST US 29 US 29 EAST PIKE OLD SITE SITE
Figure 2 Existing Lane Use and Traffic Controls Represents One Travel Lane NORTH Signalized Intersection Cheng Property - Burtonsville Stop Sign Montgomery County, Maryland V:\PROJECTS\10695 CHENG PROPERTY - BURTONSVILLE\GRAPHICS\10695 - GRAPHICS.DWG
1 SANDY SPRING ROAD 3 2 4 SITE
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SPENCERVILLE ROAD PIKE
OLD COLUMBIA DRIVEWAY DRIVEWAY US 29 NORTHBOUND US 29 CENTER SHOPPING SOUTHBOUND ON-RAMP OFF-RAMP XXXXX
1 2 459/520 104/227 469/471 3 4 5 95/342 16/29 14/53 12/9 0/12 6/3 SANDY SAND SANDY SAND SANDY SAND SANDY SAND SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPENCERVILLE SPENCERVILLE 323/411 144/172 1390/1399 56/165 6/6 1336/1094 931/879 1292/1349 1068/1089 247/276 57/45 326/270
84/231 165/257 9/2 318/300 970/1153 1133/1325 1068/1236 929/926 1002/1233 121/131 0/0 85/46 78/68 NORTHBOUND
SOUTHBOUND 115/57 8/6 252/367 58/32 17/14 0/0 51/36 ROAD 161/265 0/0 333/416 ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD COLUMBIA OFF-RAMP ON-RAMP ACCESS ACCESS WEST US 29 US 29 EAST PIKE OLD SITE SITE
Figure 3 Existing Peak Hour Traffic Volumes AM PEAK HOUR NORTH PM PEAK HOUR 000 / 000 Cheng Property - Burtonsville Montgomery County, Maryland 15585/15595 Old Columbia Pike April 2019
SECTION 3 LOCAL AREA TRANSPORTATION REVIEW (LATR)
OVERVIEW
This section presents a Local Area Transportation Review (LATR), which has been conducted in accordance with the 2017 LATR Guidelines. This section includes: a listing of applicable congestion standards, analyses of existing delays; a summary of site trip generation projections, analyses of future delays without and with the Test Scenario redevelopment, and a pedestrian and bicycle impact discussion. Additionally, there is a requirement for adequacy tests on the different modes which include motor vehicle, pedestrian, bicycle, and transit. Analysis is required for the corresponding mode should it exceed the threshold of 50 trips. However, as noted in the introduction of this report only the motor vehicle test applies to the Test Scenario redevelopment. The site is within the Montgomery County Burtonsville Town Center Policy Area, which requires the use of the Highway Capacity Manual (HCM) methodology for the motor vehicle adequacy test.
CONGESTION STANDARD
As detailed in the M-NCPPC LATR Guidelines, the adequacy of each intersection analyzed in an LATR study is assessed based on the current congestion standard established for the Montgomery County Policy Area in which the intersection is located.
The subject property and four of the study intersections are located within the Burtonsville Town Center Policy Area of Montgomery County where the congestion threshold is established at a maximum overall average delay of 71 seconds per vehicle for isolated intersections or a network of intersections. The MD 198/US 29 NB Ramp intersection is in the Fairland/Colesville Policy area with a congestion standard of 59 seconds per vehicle.
EXISTING CONDITIONS
Existing Operational Analysis
Existing peak hour delays were estimated at the study intersections based on the existing lane use and traffic control shown on Figure 2; existing traffic signal phasing/timings obtained from MCDOT; the existing vehicular peak hour traffic volumes shown on Figure 3; and the Highway Capacity Manual (HCM) 2000/6th Edition methodologies, using Synchro 10. The delays are summarized in Table 3 and the Synchro reports are contained in Appendix D.
Existing Delay
As shown in Table 3, all the study intersections are currently operating well within their corresponding congestion standard with the exception of the MD 198/Shopping Center Access/West Site Access. The highest signalized peak hour delay would occur at the MD
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198/Old Columbia Pike/US 29 SB Ramp with a delay of 43.3 seconds during the PM Peak Hour and the highest unsignalized takes place at the MD 198/Shopping Center Access/West Site Access intersection where the minor street approaches both experience delays such that the HCM analysis methodology does not return a numerical result. Because the HCM Methodology does not return a delay calculation for the northbound approach, an average intersection delay cannot be calculated for this location during the PM peak hour; however, given the ratio of side street volumes to main street volumes, the side street delay would have to be excess of 34 minutes in order to result in an average intersection delay in excess of the congestion standard.
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Table 3 15585/15595 Old Columbia Pike Property Existing Level of Service Summary Operating Approach Existing Intersection Condition Movement AM PM
1: MD 198/US 29 NB Ramp Signalized1 Overall C(28.4) C(31.3)
2: MD 198/Old Columbia Pike/US 29 SB Ramp Signalized Overall C(24.2) D(43.3)
3: MD 198/East Site access Unsignalized2 NB B[12.2] B[12.2]
Overall3 0.3 0.1 15
4: MD 198/Shopping Center Access/West Site access Unsignalized EBL C[15.8] D[29.1] WBL A[3.1] A[2.9] NB E[49] F[Err] SBL F[97.6] F[Err] SBR B[11] C[17]
Overall 2.9 *
5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) Signalized4 Overall C{29.1} C{24.8}
Notes: 1. Numbers in parentheses ( ) represent HCM 2000 delay in seconds at signalized intersections.
2. Numbers in square brackets [ ] represent HCM 2000 movement delay at unsignalized intersections in seconds per vehicle. 3. Unsignalized intersection average delay calculated using LATR Guidelines based on HCM methodology. 4. Numbers in curly brackets { } represent HCM 6th Edition delay in seconds at signalized intersections. * Results unavailable due to high conflicting volumes. 15585/15595 Old Columbia Pike April 2019
B ACKGROUND FUTURE CONDITIONS
Pipeline Developments
The following five pipeline developments (approved, planned, or under construction and within the site vicinity) were identified during the scoping process for inclusion in this LATR study:
. Burtonsville Town Square . Bernstein Property . Fairland Golf Community . Chinese Christian Church . Konterra Town Center East
The location of these projects is shown on Figure 4.
Pipeline Trip Generation
The trip generation for each of the five pipeline developments was obtained from the respective traffic studies, traffic statement, or associated staff reports. The pipeline developments are forecasted to add 4,076 AM peak hour vehicle trips and 7,163 PM peak hour vehicle trips to the area road network at full build-out and occupancy. Only a portion of these trips would travel through the study intersections. The trip generation for the pipeline development is provided in Table 4.
Pipeline Trip Assignments
The peak hour trip distributions for each of the pipeline developments were developed based on previously approved LATR studies, or the LATR trip distribution methodology for commercial and residential uses. The trips anticipated to be generated by development project were then assigned to the roadway network based on these distributions. The approved development peak hour traffic volumes traveling through the study intersections are shown on Figure 5. The traffic assignments for the approved development project are shown in the traffic forecasting worksheets contained in Appendix E.
Background Traffic Forecasts
Background traffic forecasts represent future conditions without the 15585/15595 Old Columbia Pike Property Test Scenario development. Background traffic forecasts were estimated by adding the combined pipeline traffic assignments (Figure 4) to the existing peak hour traffic counts shown on Figure 3. The resulting background future traffic forecasts are summarized on Figure 5.
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Background Operational Analysis
The background peak hour delays without the Test Scenario redevelopment were estimated at the study intersections based on: the background traffic forecasts without the Test Scenario; the future lane use and traffic controls; and existing traffic signal phasing/timings obtained from MCDOT; and the Highway Capacity Manual (HCM) 2000/6th Edition methodologies, using Synchro 10. The future peak hour delays without the Test Scenario redevelopment are summarized in Table 5. The Synchro 10 report for background conditions is included in Appendix F.
Background Delay
As shown in Table 5, each of the study intersections would continue to operate within the corresponding congestion standard during the AM and PM peak hours, with the exception of the MD 198/Shopping Center Access/West Site access intersection. Under background conditions, the highest overall signalized delay is projected at the MD 198/Old Columbia Pike/US 29 SB Ramp intersection, with an overall delay of 48.9 seconds during the PM peak hour. As in existing conditions, the MD 198/Shopping Center Access/West Site access intersection would continue to experience high side street delays during the PM peak hour, and an average delay cannot be calculated.
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Table 4 15585/15595 Old Columbia Pike Property Pipeline Trip Generation Summary AM Peak Hour PM Peak Hour Land Use LUC Size Units IN OUT TOTAL IN OUT TOTAL
1. Burtonsville Town Square Drive‐thru Restaurant 934 2,250 SF 46 44 90 38 35 74 Retail Expansion 820 16,965 SF 10 6 16 70 76 146 Potential Build Out2 820 SF 74 50 124 299 323 622
Total Burtonsville Town Square Trips 130 100 230 407 434 842
2. Bernstein Property 2104DU268314
3. Fairland Golf Community 210 71 DU 14 41 55 37 22 59
4. Chinese Christian Church 560 11,808 SF 214336
5. Konterra Town Center East Residential/Hotel3 398 1,123 1,521 1,019 578 1,597 Office 710 3,800,000 SF 1,431 187 1,618 322 1,668 1,990 Retail 820 1,500,000 SF 397 243 640 1,310 1,356 2,666
Total Pipeline Development Trips 2,374 1,702 4,076 3,101 4,063 7,163
Notes: 1. Trip generation based on previously approved traffic impact studies, statements, or staff reports. 2. Remaining trips approved for this project, based on M‐NCPPC Staff Report dated 11‐8‐18 for Site Plan No. 820180200 3. Residential quantities: 3,740 multifamily units and 760 townhouse units; hotel quantities: 600 rooms.
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1. Burtonsville Town Square
2. Bernstein Property 3. Fairland Golf Community 4. Chinese Christian Church 2 5. Konterra Town Center East 1
4
3 19
5
Figure 4 Pipeline Development Location Map NORTH Cheng Property - Burtonsville Montgomery County, Maryland V:\PROJECTS\10695 CHENG PROPERTY - BURTONSVILLE\GRAPHICS\10695 - GRAPHICS.DWG
1 SANDY SPRING ROAD 3 2 4 SITE
5 20
SPENCERVILLE ROAD PIKE
OLD COLUMBIA DRIVEWAY DRIVEWAY US 29 NORTHBOUND US 29 CENTER SHOPPING SOUTHBOUND ON-RAMP OFF-RAMP XXXXX
1 2 139/257 3 4 5 28/110 26/81 0/0 0/0 0/0 0/0 0/0 0/0 SANDY SAND SANDY SAND SANDY SAND SANDY SAND SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPENCERVILLE SPENCERVILLE 45/164 35/104 96/275 0/0 0/0 100/294 96/275 63/173 88/282 0/1 20/87 5/22
0/0 0/0 0/0 11/43 122/124 108/121 108/121 141/223 216/241 0/0 0/0 33/102 0/0 NORTHBOUND
SOUTHBOUND 0/0 0/0 7/20 0/0 0/0 0/0 0/0 ROAD 34/103 0/0 1/1 ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD COLUMBIA OFF-RAMP ON-RAMP ACCESS ACCESS WEST US 29 US 29 EAST PIKE OLD SITE SITE
Figure 5 Combined Pipeline Traffic Volumes AM PEAK HOUR NORTH PM PEAK HOUR 000 / 000 Cheng Property - Burtonsville Montgomery County, Maryland V:\PROJECTS\10695 CHENG PROPERTY - BURTONSVILLE\GRAPHICS\10695 - GRAPHICS.DWG
1 SANDY SPRING ROAD 3 2 4 SITE
5 21
SPENCERVILLE ROAD PIKE
OLD COLUMBIA DRIVEWAY DRIVEWAY US 29 NORTHBOUND US 29 CENTER SHOPPING SOUTHBOUND ON-RAMP OFF-RAMP XXXXX 121/423 1 2 459/520 132/337 608/728 3 4 5 16/29 14/53 12/9 0/12 6/3 SANDY SAND SANDY SAND SANDY SAND SANDY SAND SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPENCERVILLE SPENCERVILLE 368/575 179/276 1486/1674 56/165 6/6 1436/1388 1027/1154 1355/1522 1156/1371 247/277 77/132 331/292
84/231 165/257 9/2 329/343 1092/1277 1241/1446 1176/1357 1070/1149 1218/1474 121/131 0/0 118/148 78/68 NORTHBOUND
SOUTHBOUND 115/57 8/6 259/387 58/32 17/14 0/0 51/36 ROAD 195/368 0/0 334/417 ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD COLUMBIA OFF-RAMP ON-RAMP ACCESS ACCESS WEST US 29 US 29 EAST PIKE OLD SITE SITE
Figure 6 Background Future Traffic Forecasts AM PEAK HOUR NORTH PM PEAK HOUR 000 / 000 Cheng Property - Burtonsville Montgomery County, Maryland
Table 5 15585/15595 Old Columbia Pike Property Background Level of Service Summary Operating Approach Existing Background Intersection Condition Movement AM PM AM PM
1: MD 198/US 29 NB Ramp Signalized1 Overall C(28.4) C(31.3) C(28.9) C(33.2)
2: MD 198/Old Columbia Pike/US 29 SB Ramp Signalized Overall C(24.2) D(43.3) C(24.2) D(48.9)
3: MD 198/East Site access Unsignalized2 NB B[12.2] B[12.2] B[12.7] B[12.8]
Overall3 0.3 0.1 0.3 0.1 22
4: MD 198/Shopping Center Access/West Site access Unsignalized EBL C[15.8] D[29.1] C[16.6] E[42.4] WBL A[3.1] A[2.9] A[5] B[12.3] NB E[49] F[Err] F[75.3] F[Err] SBL F[97.6] F[Err] F[187.7] F[Err] SBR B[11] C[17] B[10.7] C[16.7]
Overall 2.9 * 3.9 *
5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) Signalized4 Overall C{29.1} C{24.8} C{34} C{30.9}
Notes: 1. Numbers in parentheses ( ) represent HCM 2000 delay in seconds at signalized intersections. 2. Numbers in square brackets [ ] represent HCM 2000 movement delay at unsignalized intersections in seconds per vehicle. 3. Unsignalized intersection average delay calculated using LATR Guidelines based on HCM methodology.
4. Numbers in curly brackets { } represent HCM 6th Edition delay in seconds at signalized intersections. * Results unavailable due to high conflicting volumes. 15585/15595 Old Columbia Pike April 2019
TOTAL FUTURE CONDITIONS
The total future condition analyzed in this study considers the Test Scenario of redeveloping the 15585/15595 Old Columbia Pike property with a 19,750 SF shopping center and convenience market with twelve gasoline fueling stations.
Site Trip Generation
Trip generation for the Test Scenario redevelopment of the 15585/15595 Old Columbia Pike property is based on ITE trip generation rates and the 2017 LATR Guidelines. As shown on Table 1, the test redevelopment scenario could generate up to 140 AM peak hour and 347 PM peak hour person trips. The new external auto-driver trips are shown in Table 2. The Test Scenario would generate 49 AM peak hour and 144 PM peak hour external auto-driver trips.
Site Trip Assignments
The peak hour trip distributions for the Test Scenario redevelopment of 15585/15595 Old Columbia Pike were developed using the LATR trip distribution methodology and through correspondence with M-NCPPC Staff. The trips anticipated to be generated by the property were applied to the roadway network based on the following distributions:
To/From (% Trips) North on US 29 30 percent South on US 29 30 percent East on MD 198 10 percent West on MD 198 25 percent Southwest on Old Columbia Pike 5 percent TOTAL 100 percent
The new site trip assignments are shown on Figure 6. Pass-by trips were assigned to the site driveways based on the existing outbound driveway distributions, with 75% of pass-by traffic assigned to eastbound MD 198 and 25% assigned to westbound MD 198.
Total Future Forecasts
The site traffic assignments were combined with the future background traffic volumes shown on Figure 5 to yield the total future traffic forecasts shown on Figure 7.
Total Future Operational Analysis
The future peak hour delay with the proposed development were calculated using Synchro 10 for each study intersection based on: the future traffic forecasts with the proposed development; the existing lane use and traffic controls; existing traffic signal phasing/timings obtained from MCDOT; and the Highway Capacity Manual (HCM) 2000/6th Edition
23 15585/15595 Old Columbia Pike April 2019
methodologies. The future peak hour delays with the proposed development are presented in Appendix G and summarized in Table 6.
Total Future Delay
As shown in Table 6, except for the MD 198/Shopping Center Access/West Site access intersection, all the study intersections would continue to operate within the Burtonsville Town Center congestion standard under future conditions with the Test Scenario redevelopment. Under total future conditions, the highest overall delay occurs at the MD 198/Old Columbia Pike/US 29 SB Ramp intersection, with an overall delay of 49.4 seconds during the PM Peak Hour. The minor street approaches of the MD 198/Shopping Center Access/West Site access intersection would continue to experience high delays during the PM peak hour. As in existing conditions, because the HCM Methodology does not return a delay calculation for the northbound approach, an average intersection delay cannot be calculated for this location during the PM peak hour; however, given the ratio of side street volumes to main street volumes and the known low delay values, the side street delay would have to be excess of 23 minutes in order to result in an average intersection delay in excess of the congestion standard.
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1 SANDY SPRING ROAD 3 2 4 SITE
5 25
SPENCERVILLE ROAD PIKE
OLD COLUMBIA DRIVEWAY DRIVEWAY US 29 NORTHBOUND US 29 CENTER SHOPPING SOUTHBOUND ON-RAMP OFF-RAMP XXXXX 1 2 3 4 5 8/21 0/0 0/0 0/0 0/0 0/0 0/0 0/0 0/0 SANDY SAND SANDY SAND SANDY SAND SANDY SAND SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPENCERVILLE SPENCERVILLE 0/0 0/0 19/50 0/0 0/0 3/7 11/29 0/0 6/18 0/0 19/50 1/4
0/0 0/0 0/0 7/22 9/30 7/23 0/0 7/18 2/8 6/22 0/0 8/21 0/0 NORTHBOUND
SOUTHBOUND 0/0 0/0 1/3 8/29 7/22 0/0 7/23 ROAD 8/22 0/0 0/0 ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD COLUMBIA OFF-RAMP ON-RAMP ACCESS ACCESS WEST US 29 US 29 EAST PIKE OLD SITE SITE
Figure 7 Site Traffic Assignments AM PEAK HOUR NORTH PM PEAK HOUR 000 / 000 Cheng Property - Burtonsville Montgomery County, Maryland V:\PROJECTS\10695 CHENG PROPERTY - BURTONSVILLE\GRAPHICS\10695 - GRAPHICS.DWG
1 SANDY SPRING ROAD 3 2 4 SITE
5 26
SPENCERVILLE ROAD PIKE
OLD COLUMBIA DRIVEWAY DRIVEWAY US 29 NORTHBOUND US 29 CENTER SHOPPING SOUTHBOUND ON-RAMP OFF-RAMP XXXXX 121/423 1 2 467/541 132/337 608/728 3 4 5 16/29 14/53 12/9 0/12 6/3 SANDY SAND SANDY SAND SANDY SAND SANDY SAND SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPRING SPENCERVILLE SPENCERVILLE 368/575 179/276 1505/1724 56/165 6/6 1439/1395 1038/1183 1348/1509 1162/1389 247/277 103/195 332/296
84/231 165/257 9/2 336/365 1101/1307 1248/1469 1156/1319 1077/1167 1220/1482 127/153 0/0 146/207 78/68 NORTHBOUND
SOUTHBOUND 115/57 8/6 260/390 76/83 30/49 0/0 67/77 ROAD 203/390 0/0 334/417 ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD ROAD COLUMBIA OFF-RAMP ON-RAMP ACCESS ACCESS WEST US 29 US 29 EAST PIKE OLD SITE SITE
Figure 8 Total Future Traffic Forecasts AM PEAK HOUR NORTH PM PEAK HOUR 000 / 000 Cheng Property - Burtonsville Montgomery County, Maryland
Table 6 15585/15595 Old Columbia Pike Property Total Future Level of Service Summary Operating Approach Existing Background Total Future Intersection Condition Movement AM PM AM PM AM PM
1: MD 198/US 29 NB Ramp Signalized1 Overall C(28.4) C(31.3) C(28.9) C(33.2) C(29) C(33.3)
2: MD 198/Old Columbia Pike/US 29 SB Ramp Signalized Overall C(24.2) D(43.3) C(24.2) D(48.9) C(24.6) D(49.4)
3: MD 198/East Site access Unsignalized2 NB B[12.2] B[12.2] B[12.7] B[12.8] B[12.6] B[14]
Overall3 0.3 0.1 0.3 0.1 0.3 0.4 27
4: MD 198/Shopping Center Access/West Site access Unsignalized EBL C[15.8] D[29.1] C[16.6] E[42.4] C[16.4] E[39.4] WBL A[3.1] A[2.9] A[5] B[12.3] A[6.7] C[21.9] NB E[49] F[Err] F[75.3] F[Err] F[250] F[Err] SBL F[97.6] F[Err] F[187.7] F[Err] F[1014.1] F[Err] SBR B[11] C[17] B[10.7] C[16.7] B[10.5] C[17.3]
Overall 2.9 * 3.9 * 13.4 *
5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) Signalized4 Overall C{29.1} C{24.8} C{34} C{30.9} C{34.4} C{31.6}
Notes: 1. Numbers in parentheses ( ) represent HCM 2000 delay in seconds at signalized intersections. 2. Numbers in square brackets [ ] represent HCM 2000 movement delay at unsignalized intersections in seconds per vehicle. 3. Unsignalized intersection average delay calculated using LATR Guidelines based on HCM methodology. 4. Numbers in curly brackets { } represent HCM 6th Edition delay in seconds at signalized intersections. * Results unavailable due to high conflicting volumes.
15585/15595 Old Columbia Pike April 2019
SECTION 4 PEDESTRIAN AND BICYCLE STATEMENT
OVERVIEW
This pedestrian and bicycle impact statement discusses the pedestrian and bicycle access and circulation in the vicinity of the site and the transit and other non-automotive options in the study area. As noted previously, the pedestrian, bicycle, and transit system adequacy tests are not required for this LATR.
The property is located within the Burtonsville Bicycle and Pedestrian Priority Area.
Transit Facilities
The Burtonsville Park and Ride is located less than half a mile from the subject property and is served by the following bus routes:
. Metrobus Z6 Calverton-Westfarm Line o Service between the Burtonsville Park & Ride and the Paul S. Sarbanes Transit Center (Silver Spring Metro Station). o Monday through Friday – 6:19 AM to 10:48 AM
. Metrobus Z7 Laurel-Burtonsville Express Line o Service between the Paul S. Sarbanes Transit Center (Silver Spring Metro Station) and the South Laurel Park & Ride Lot. o Monday through Friday – 5:22 AM to 8:03 PM
. Metrobus Z11: Greencastle-Briggs Chaney Express Line o Service between the Burtonsville Park & Ride and the Paul S. Sarbanes Transit Center (Silver Spring Metro Station). o Monday through Friday – 5:09 AM to 8:33 PM
. RideOn 129 o Service between the Burtonsville Park & Ride and the Paul S. Sarbanes Transit Center (Silver Spring Metro Station). o Monday through Friday – 5:30 AM to 7:00 PM
. MTA 201 ICC Bus/Gaithersburg – BWI Business o Service between the Gaithersburg Park & Ride and the BWI Airport. o Monday through Friday – 4:35 AM to 11:43 PM o Weekend – 4:32 AM to 11:43 PM
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. MTA 203 Columbia – Bethesda o Service between the Snowden River Park & Ride and the Medical Center Metro Station. o Monday through Friday – 6:06 AM to 5:49 PM
. MTA 305 Columbia & Silver Spring – DC o Service between the Mall in Columbia and the Library of Congress. o Monday through Friday – 5:08 AM to 8:13 PM
. MTA 315 Columbia & Silver Spring – DC o Service between the Mall in Columbia and the Washington Navy Yard. o Monday through Friday – 5:16 AM to 7:27 PM
Information and details for each bus route are provided in Appendix H
Pedestrian Crossings
Three (3) of the study intersections are signalized with controlled pedestrian crossings. Marked crosswalks with refuge islands and pedestrian crossing signal heads are available at the north, east, and south legs of the MD 198/US 29 NB Ramp intersection.
The Business 29/MD 198 intersection provides marked crosswalks with refuge islands and pedestrian signal heads at the northern, western, and southern legs of the intersection.
Crosswalks and pedestrian signals are available on the western and southern leg of the MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) intersection. A refuge island is provided on the southern leg.
Redevelopment of the property would include sidewalks along the frontage in accordance with Montgomery County standards.
Bicycle Facilities
Striped bikeways currently exist along Old Columbia Pike to the south of Spencerville Road to the Rolling Acres area ending at Tech Road.
A separated bikeway exists in the form of a shared used path available on the US 29 southbound access ramp (Blackburn Road), and east of the property on the south side of MD 198 to Valley Stream Avenue.
The RackSpotter Tool available for Montgomery County currently shows 34 bike parking spaces available at four different bike rack locations within a half a mile radius from the subject property.
29 15585/15595 Old Columbia Pike April 2019
The 2018 Draft Bicycle Master Plan and Approved Bicycle network includes proposed separated bikeways along Business 29 and MD 198 within the study area. Bikeable shoulders to the east of US 29 are also proposed. The Bicycle Master Plan also proposes an off-street trail from the rural west policy area to Sandy Spring Road along an existing utility corridor. This proposed trail would be accessible less than half a mile from the subject property. Some of the options being studied under the MD 28/MD 198 Corridor Study by MD SHA include creating bike lanes along MD 198.
The Burtonsville Crossroads Neighborhood Plan also recommends extending the shared use path from Business 29 to the west past Old Columbia Pike (west), bike lanes along Business 29, and a signed shared roadway along the access road between Burtonsville Elementary and the adjacent business on the northside of MD 198.
Street Light Inventory
Street lights are provided at several locations along the local roads in close proximity to the study site area. Street lighting would be provided throughout the site with any proposed redevelopment in accordance with Montgomery County lighting standards.
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Section 5 SUPPLEMENTAL ANALYSIS
OVERVIEW
Peak Period Signal Warrant Analysis
This section provides the results of a preliminary traffic signal warrant study completed at the MD 198/Shopping Center Access/West Site access intersection. This supplemental analysis is being provided at the request of M-NCPPC Staff to determine the need for a higher level of traffic control at the main access driveway to the 15585/15595 Old Columbia Pike property. The analysis has been completed based on the peak period turning movement data collected at the study intersection and guidelines contained in the Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition. The Traffic Engineering Applications Package (TEAPAC) computer program was used to evaluate the applicable signal warrants contained in the MUTCD.
This analysis included the projection of hourly trip generation volumes for the Test Scenario redevelopment and the background developments based on diurnal trip distributions as contained in the ITE Trip Generation Handbook, 3rd edition. These hourly trips were then assigned to the road network following the same distributions as outlined for the peak hour traffic assignments, and the resulting hourly traffic was added to the available turning movement data for each intersection. The resulting future hourly traffic was then analyzed based on the MD MUTCD Signal Warrant methodology. All diurnal traffic calculations and signal warrant worksheets are contained in Appendix I. The warrant results are summarized in Table 7.
Though a full signal warrant study cannot be conducted based on the limited six hours of count data available, this data can indicate if an intersection is likely to meet warrants upon further study. If the peak hours do not meet the various warrant levels, it is very unlikely that further study will result in the warrant being met.
For the intersection studied in this case, the data available as shown in Table 7 indicates that it meets Warrant 3A – Peak Hour Delay and Warrant 3B - Peak Hour Volume; however, these are typically not considered sufficient for signalization except in special cases. This intersection also meets Warrant 2 – 4 Hour Vehicular Volume with the available data and may meet some combination of Warrants 1A-1C – 8 Hour Volume upon further study with up to five hours in the available data meeting the criteria under existing conditions.
As discussed previously, and outlined in correspondence dated August 13, 2018 contained in Appendix B, MD SHA District Three conducted a study which included an assessment of traffic volumes, field observations, roadway conditions, and review of the most recent police-reported crash history data available at the time to provide input on suggested short-term improvements in the study area. The MD SHA District Three team did not recommend signalization or turn restriction at this time. It is recommended that the intersection be monitored and evaluated for signalization in conjunction with the various planning efforts underway at this location.
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Table 7 15585/15595 Old Columbia Pike Property ‐ MD 198/Shopping Center Access/West Site access Traffic Signal Warrants Summary (1)
Existing Conditions Background Total Future Warrant Description Requirements Analysis Results Analysis Results Analysis Results
1‐A 8 ‐ Hour Minimum Vehicular Volume 8 hours2 3 hours 4 hours 4 hours
1‐B 8 ‐ Hour Interruption of Continuous Traffic 8 hours2 5 hours 6 hours 6 hours
1‐C 8 ‐ Hour Combination of Warrants
2 4 ‐ Hour Vehicular Volume 4 hours 5 hours 6 hours 6 hours
3‐APeak Hour Delay 1 hours 5 hours 5 hours 5 hours ≥ 4veh‐hrs 20 veh‐hr 20 veh‐hr 20 veh‐hr
3‐BPeak Hour Volume 1 hour 5 hours 5 hours 5 hours
Notes: (1) Warrant summary based on TEAPAC Complete 2010 (Version 9.50, Build 2) ‐ 2009 MUTCD Warrant Analysis (2) For purposes of this analysis, only six (6) hours were analyzed.
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Crash Analysis
This section provides a summary of compiled crash data from 2015 to present day published on Montgomery’s County Vision Zero Crash Data Explorer. The dataset provides general information about each collision and details of all traffic collisions occurring on county and local roadways within Montgomery County, as collected via the Automated Crash Reporting System (ACRS) of the Maryland State Police, and reported by the Montgomery County Police, Gaithersburg Police, Rockville Police, or the Maryland-National Capital Park Police.
The dataset was filtered to show collisions around the subject property, and only those in the immediate vicinity of the property’s access driveways were analyzed. The analyzed data points are shown on Figure 9. A summary of the analyzed data is shown on Table 8. The analyzed dataset is provided in Appendix J.
Of the analyzed reported crashes, six (6) took place in 2015, 13 in 2016, nine (9) in 2017, 11 in 2018, and two (2) in 2019. The published data indicate there have been no fatal crashes between 2015 to present day in the immediate vicinity of the subject property. Four (4) of the incidents took place off the roadways. Of the 41 analyzed data points, 13 crashes resulted in injury, and the rest have been categorized as property damage. Every data point specifies the type of junction (commercial driveway, four-way intersection, T-intersection, or other/not applicable). Using these categories, 19 crashes were marked to have taken place at an intersection or commercial driveway, eight (8) were specifically attributed to the four-way intersection, and six (6) were categorized as T-intersection.
The dataset also includes information on the type of collision and 14 of the 41 total incidents analyzed, were marked to have been related to turning movements, and 13 specifically marked as left-movement related incidents.
The existing crash patterns on this roadway are included as a factor in the purpose and need statement of the ongoing MD 28/MD 198 Corridor Improvement Study and may be addressed in part by the option chosen in that study.
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*Only red data points were analyzed.
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Figure 9 Montgomery County Collision Datapoints NORTH 2015 - Present Day Cheng Property - Burtonsville Montgomery County, Maryland
Table 8 15585/15595 Old Columbia Pike Property Summary of Selected Crash Data1 Number of Incidents Attributed to Intersection Type Type of Report Type of Collision Four‐Way T‐Intersection Other N/A Intersection 2015 Injury Crash OPPOSITE DIR BOTH LEFT TURN 1 SAME DIR REAR END 1 Injury Crash Total 2 Property Damage Crash HEAD ON 1 OTHER 2 STRAIGHT MOVEMENT ANGLE 1 Property Damage Crash Total 2 1 1
2015 Total 2211 2016 Injury Crash HEAD ON 1 HEAD ON LEFT TURN 1 SAME DIR REAR END 1 SAME DIRECTION RIGHT TURN 1 SAME DIRECTION SIDESWIPE 1 STRAIGHT MOVEMENT ANGLE 1 Injury Crash Total 2 4 Property Damage Crash HEAD ON LEFT TURN 1 OPPOSITE DIR BOTH LEFT TURN 1 OTHER 1 SAME DIRECTION LEFT TURN 1 STRAIGHT MOVEMENT ANGLE 111 Property Damage Crash Total 3 1 3
2016 Total 517 2017 Injury Crash ANGLE MEETS LEFT HEAD ON 1 OPPOSITE DIR BOTH LEFT TURN 1 SAME DIRECTION LEFT TURN 1 Injury Crash Total 1 2 Property Damage Crash OTHER 2 SAME DIR REAR END 1 SINGLE VEHICLE 1 STRAIGHT MOVEMENT ANGLE 2 Property Damage Crash Total 6
2017 Total 18 2018 Injury Crash SAME DIR REAR END 1 STRAIGHT MOVEMENT ANGLE 1 Injury Crash Total 1 1 Property Damage Crash ANGLE MEETS LEFT TURN 1 HEAD ON LEFT TURN 1 OPPOSITE DIR BOTH LEFT TURN 1 SAME DIR BOTH LEFT TURN 1 SAME DIR REAR END 1 SAME DIRECTION LEFT TURN 1 SINGLE VEHICLE 2 STRAIGHT MOVEMENT ANGLE 1 Property Damage Crash Total 2 2 5
2018 Total 1325 2019 Property Damage Crash STRAIGHT MOVEMENT ANGLE 2 Property Damage Crash Total 2
2019 Total 2 Notes: 1. Data accessed and downloaded from Montgomery's County Vision ZerØ Crash Data Explorer on April 2nd, 2019.
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Mitigation
The existing minor street delay (the southbound approach from the Burtonsville Town Square and northbound approach from the subject property) at the unsignalized MD 198/Shopping Center Access/West Site access intersection is high. This delay is the result of unsignalized left turn movements conflicting with heavy traffic flows on MD 198 and outbound right turn volume from the Burtonsville Town Square. The Burtonsville Town Center policy area congestion standard of 71 seconds applies to the average intersection delay including minor and major street delays to their corresponding volumes. Since the HCM methodology does not return a numerical delay, we cannot determine whether the intersection exceeds the average intersection delay congestion standard, however, given the ratio of main street volumes to side street volumes it is unlikely that any drivers in the field would experience a left-turn side street delay high enough to result in an average intersection delay that exceeds the congestion standard.
The side street delay could be reduced if a signal was provided at this location. The Burtonsville Town Square development was required to perform a signal warrant analysis for this intersection and if warranted and approved, install a signal as part of the preliminary plan approval and as outlined in the APF review memo dated June 22, 2008. A signal was not installed at that time, and it is our understanding that this was based on SHA signal spacing requirements. The warrant analysis conducted at that time was unavailable for comparison to the analysis contained in this report.
Based on the preliminary signal warrant analysis previously discussed, this intersection may meet warrants under existing conditions. This intersection is also the future location of the Burtonsville Access Road, which is funded for design in 2022, as per the 2019 approved Montgomery County Capital Improvement Program discussed previously. If a signal has not already been evaluated for this intersection in conjunction with one of the county or state planning projects in this area, it is recommended that this intersection be studied with a full warrant analysis in conjunction with any future submitted redevelopment plans for this site that impact this intersection, and if a signal is found to be warranted and permitted by MD SHA, this applicant would be responsible for a pro-rata share of the cost based on the relative volumes of the approaches.
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Section 6 CONCLUSIONS
The conclusions of this study are as follows:
1. All intersections studied currently operate within the acceptable congestion standard (71 seconds average delay) during the weekday AM and PM peak hours, except for the MD 198/Shopping Center Access/West Site access intersection where both minor street approaches exceed the congestion standard during the PM peak hour, but an average delay cannot be calculated.
2. The five (5) pipeline developments are expected to generate 4,076 AM peak hour trips and 7,163 PM peak hour trips upon completion.
3. Under background conditions without the Test Scenario redevelopment, all the study area intersections would continue to operate at acceptable average delays during both the AM and PM peak hours, with the exception of the MD 198/Shopping Center Access/West Site access intersection, where the average delay cannot be determined.
4. The Test Scenario redevelopment for 15585/15595 Old Columbia Pike would generate up to 140 AM and 347 PM peak hour person trips, 49 AM and 144 PM peak hour auto driver vehicle trips, 1 AM and 3 PM peak hour transit trips, 5 AM and 11 PM peak hour non-motorized (bicycle) trips, and 6 AM and 14 PM peak hour pedestrian trips.
5. All the study intersections, except for the MD 198/Shopping Center Access/West Site access intersection, would continue to operate with acceptable average delays (below 74 seconds) during both the AM and PM peak hours with redevelopment of the property into the Test Scenario.
6. The unsignalized intersection of MD 198/Shopping Center Access/West Site access operates in excess of the delay standards and would be mitigated by the installation of a signal; however, MD SHA has previously declined to allow signalization at this location.
7. The results of the preliminary traffic signal warrant analysis indicate that Warrants 2 (4- Hour Vehicular Volume), 3A (Peak Hour Delay), and 3B (Peak Hour Volume) are met under existing conditions based on the peak hour (six hours) data collected. Warrant 1 may be met with a full signal warrant analysis.
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APPENDIX A SCOPING FORM AND 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 Wells + Associates, LLC (company, contact name, email, Barbara Mosier, [email protected], 301.971.3425 and phone number) Nancy Randall, [email protected], 301.971.3415
Name of Applicant / Anthony K. Cheng Developer
Project Information Include Tables/ Graphics, As Needed
Project Name Cheng Property Rezoning- Burtonsville (include plan no. if known)
Project Location 15585 and 15595 Old Columbia Pike (include address if known) Burtonsville Crossroads Burtonsville Town Center – Master Plan(s) / Policy Area(s) Neighborhood Plan – Dec (subdivision staging policy map) Policy Area 4 Sector Plan Area(s) 2012 Preliminary Plan Site Plan Sketch/Concept/Pre- Amendment Application Type(s) Preliminary (Optional) Conditional Use Local Map APF at Building Other: (formerly special exception) Amendment Permit ______Project Description & Previous Approvals The applicant proposes to rezone the property to permit more flexibility in future (proposed land uses, zoning, no. redevelopment. As a test scenario this study would include conversion of the mattress of units, square footage, store to general retail, and an increase in density of the convenience market/gas station. construction phasing, prior approvals and proposals, existing This test scenario represents a likely worst-case scenario in terms of traffic impact for the uses, site operations, year built, allowable uses under the zoning change. status of Adequate Public Facilities [APF], other relevant info) 1.Site Access
(proposed access location(s), existing/adjacent/opposite curb cuts, interparcel connections, Access to the property will be provided at two existing access points which are located on access configurations and Old Columbia Pike, west of the southbound ramp to access Columbia Pike (US 29). restrictions, internal circulation, private roads, parking/loading areas, other relevant info)
September 2017 A-1 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 White Policy Areas. Fill out remainder of this Oak Policy Areas. Fill out PAR and trip form and include in transportation impact generation sections below, and include with study 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 (before 6/30/03) Area Review) Review) PATR (PATR = Policy Area Transportation Review)
4.Transportation Yes Mitigation Agreement No (25+ Employees and in Transportation Amend Existing TMAg (TMAg) Required? Management District [TMD]) 5.Established Trans- portation Management No Yes TMD Name: ______District (TMD)?
Transportation Impact Study Assumptions Include Tables/ Graphics, As Needed 6.Study Years / Phases Existing Year: 2019 Phases / Build-out Year(s): Not Yet Known 7.Study Periods AM PM Mid-day Saturday Sunday Other: ______8.Study Intersections # of tiers of intersections to study (refer current LATR Guidelines): ______1______(For projects generating 50 or For the purpose of determining the number of tiers of study intersections, trip calculation for the more person trips, list all subject site should also include nearby unbuilt properties in common ownership. No trip reductions signalized & significant should be taken in this calculation other than a credit for existing developments over 12 years old. unsignalized intersections, and 1) MD 198/US 29 SB Ramp/Old Columbia site driveways traffic counts 7) must be collected within 12- Pike 2) MD 198/Site access/Shopping Center months of completed and 8) accepted application) Access 3) MD 198/Old Columbia Pike (west)/Burtonsville Elementary School 9) access 4) 10) 5) 11)
6) add more rows if necessary
2 January 2018 A-2 Total Person Vehicle Trips* Transit Trips* Walking Trips* Bicycling Trips* Trips (Auto Driver) AM/PM (non-motorized + (non-motorized) 9.Trip Generation transit) AM/PM AM/PM 1/3 AM/PM AM/PM (clearly cite sources and 140/347 100/249 Total Future – 5/11 methodology including use of 6/14 Total Future – Total Future – Total Existing Total Future – average rates vs. equation; Total Existing Total Future – Total Existing include trip generation for Total Existing Total Existing existing site, current approvals, proposed uses, and net changes) * Only required if total peak hour person trips are 50 or more in either the AM or PM peak hour. Sum of all vehicle, transit, and non-motorized trips shall be the equivalent of total person trips. Use table at the end of the form to show all calculations and assumptions for mode breakout. 10.Trip Reductions
(include justification and supporting documentation for internal capture, pass-by, diverted, Transportation Demand Management) 11.Trip Distribution % 45% to/from west on MD 198 5% to/from old Columbia pike (include a map of the proposed 20% to/from north on US 29 project in addition to a list or 20% to/from south on US 29 table) 10% to/from east on MD 198
12.Pipeline Developments 1. Plan No: 120041090, Burtonsville Town Center (Commercial) unbuilt: 123,960 SF to be considered as 2. Plan No: 120060380, Bernstein Property (Residential) unbuilt: 4 DU background traffic 3. Plan No: 820150020, Burtonsville McDonalds (Commercial) unbuilt: 1,705 SF (include name, plan #, land uses, 4. Plan No: 120050200, Fairland Golf Community (Residential) unbuilt: 71 DU and sizes for approved but unbuilt developments or concurrently 5. Plan No: 119990010, Chinese Christian Church (Non-Residential) unbuilt: 11,808 SF pending applications; info can be obtained from the M-NCPPC Pipeline website: - website is updated quarterly)
13.Pipeline Transportation Projects to be considered as background condition
(fully funded for construction in County Capital Improvement Program, State Consolidated Transportation Program, developer projects, etc. within the next 6 years)
3 January 2018 A-3
Preliminary Mitigation Analysis *Refer to the LATR Guidelines for details on how to mitigate • TEST: HCM Analysis is required to be provided for all 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 surrounding bicycle conditions is required Bicycle • MITIGATION: Required to make improvements to provide a Mitigation 16.Bicycle Analysis 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 A-4
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 A-5
Existing Site Trip Generation Estimate Worksheet - 853 Step 1: Vehicle Trips ITE Land use Code 853 Development Size 8 fueling positions ITE trip generation estimate 20.76 per Total AM Vehicle 166 formula/rate* AM fueling Trips station ITE Trip generation estimate 23.04 per Total PM Vehicle 184 formula/rate* PM fueling Trips station
Step 2: Policy Area Conversion Policy Area # & Name 4 - Trip Adjustment ____99___% Burtonsville Factor Town Center Applied Policy Area Adjusted Value 164 AM Applied Policy Area Adjusted Value 182 PM
Step 3: Mode Split AM PM Auto Driver __71.6____% Results 164 182 Auto Passenger __24.3____% Results 55 61 Transit ___1.0___% Results 2 3 Walking (transit + non-motorized) ___4.1___% Results 9 11 Bicycling (non-motorized) ___3.1___% Results 7 8 Complete one of these tables for EACH use included in the application. Enter results into “Transportation Impacts Analysis” section of the form.
6 January 2018 A-6
Existing Site Trip Generation Estimate Worksheet - 890 Step 1: Vehicle Trips ITE Land use Code 890 Development Size 8,100 sq ft. ITE trip generation estimate 0.26 per Total AM Vehicle 2 formula/rate* AM 1,000 sq. ft. Trips ITE Trip generation estimate 0.52 per Total PM Vehicle 4 formula/rate* PM 1,000 sq. ft. Trips
Step 2: Policy Area Conversion Policy Area # & Name 4 - Trip Adjustment ____99___% Burtonsville Factor Town Center Applied Policy Area Adjusted Value 2 AM Applied Policy Area Adjusted Value 4 PM
Step 3: Mode Split AM PM Auto Driver __71.6____% Results 2 4 Auto Passenger __24.3____% Results 0 1 Transit ___1.0___% Results 0 0 Walking (transit + non-motorized) ___4.1___% Results 0 0 Bicycling (non-motorized) ___3.1___% Results 0 0 Complete one of these tables for EACH use included in the application. Enter results into “Transportation Impacts Analysis” section of the form.
7 January 2018 A-7
Future Site Trip Generation Estimate Worksheet - 853 Step 1: Vehicle Trips ITE Land use Code 853 Development Size 12 fueling positions ITE trip generation estimate 20.76 per Total AM Vehicle 249 formula/rate* AM fueling Trips station ITE Trip generation estimate 23.04 per Total PM Vehicle 276 formula/rate* PM fueling Trips station
Step 2: Policy Area Conversion Policy Area # & Name 4 - Trip Adjustment ____99___% Burtonsville Factor Town Center Applied Policy Area Adjusted Value 247 AM Applied Policy Area Adjusted Value 273 PM
Step 3: Mode Split AM PM Auto Driver __71.6____% Results 247 273 Auto Passenger __24.3____% Results 83 92 Transit ___1.0___% Results 3 4 Walking (transit + non-motorized) ___4.1___% Results 14 16 Bicycling (non-motorized) ___3.1___% Results 11 12 Complete one of these tables for EACH use included in the application. Enter results into “Transportation Impacts Analysis” section of the form.
8 January 2018 A-8
Future Site Trip Generation Estimate Worksheet - 820 Step 1: Vehicle Trips ITE Land use Code 820 Development Size 19,750 sq ft. ITE trip generation estimate .94 per 1,000 Total AM Vehicle 19 formula/rate* AM sq. ft. Trips ITE Trip generation estimate Ln(T)=.74* Total PM Vehicle 164 formula/rate* PM Ln(X/1000) Trips + 2.89
Step 2: Policy Area Conversion Policy Area # & Name 4 - Trip Adjustment ____99___% Burtonsville Factor Town Center Applied Policy Area Adjusted Value 19 AM Applied Policy Area Adjusted Value 162 PM
Step 3: Mode Split AM PM Auto Driver __71.6____% Results 19 162 Auto Passenger __24.3____% Results 6 54 Transit ___1.0___% Results 0 2 Walking (transit + non-motorized) ___4.1___% Results 1 9 Bicycling (non-motorized) ___3.1___% Results 1 7 Complete one of these tables for EACH use included in the application. Enter results into “Transportation Impacts Analysis” section of the form.
9 January 2018 A-9 Table 1 Burtonsville Site Trip Generation1,2 ITE Trip Generation SSP 2016‐2020 Trip Generation AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Land Use LUC Amount Unit Auto Auto Non‐ Person Auto Auto Non‐ Person Transit Pedestrian Transit Pedestrian In Out Total In Out Total Driver Passenger Motorized Trips Driver Passenger Motorized Trips
Potential Land Use Convenience Market With Gasoline (Fueling Positions) 853 12 Positions 125 124 249 138 138 276 247 83 3 11 14 345 273 92 4 12 16 381
Shopping Center 820 19,750 SF 12 7 19 79 85 164 19 6 0 1 1 27 162 54 2 7 9 226 A-10 Potential Max Gas Trip Gen (Shopping Center and 12 Pumps) 137 131 268 217 223 440 266 89 3 12 15 372 435 146 6 19 25 607
Existing Convenience Market With Gasoline (Fueling Positions) 853 8 Positions 83 83 166 92 92 184 164 55 2 7 9 229 182 61 3 8 11 254
Matress/Furniture Store 890 8,100 SF 1 1 2 2 2 4 2 0 0 0 0 3 4 1 0 0 0 6
Existing Furniture Store and Corresponding Gas Trip Gen 84 84 168 94 94 188 166 55 2 7 9 232 186 62 3 8 11 260
Potential Minus Existing 53 47 100 123 129 252 100 34 1 5 6 140 249 84 3 11 14 347
Note: 1. Trip generation based on ITE Trip Generation Manual 10th Edition 2. Burtonsville Town Center Policy Area A-11 Maribel N. Wong
From: Van Alstyne, Chris
I'm sorry Maribel, you are correct - I meant the Konterra Town Center project. Please use all trips, not just residential trips. My reference to Willow Brook project was in error (another project we are reviewing that is using Konterra as a background project). My apologies for the confusion.
Chris
From: Maribel N. Wong
Chris – just to clarify, the attachment is for the Konterra Town Center East which upon taking a closer look we would use the phase two trips, but wondering from your email if you mean for us to only use the residential numbers since you referred to the Willow Brook Senior Living Project?
Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
From: Van Alstyne, Chris
Maribel, I forgot to mention the Willow Brook Senior Living project in Laurel (info attached). Please include this as a background project as well due to its size.
Chris
From: Van Alstyne, Chris Sent: Tuesday, February 19, 2019 6:21 PM To: 'Maribel N. Wong'
Maribel,
1 A-12
Burtonsville Town Center is the real big one. They still have a lot of development approved – I’ll point you to the most recent site plan approval, 820180200:
In other words, the approval for the recently approved drive through was for 40 peak AM and 34 PM trips and future development can have up to 124 AM and 622 PM (!) peak hour trips. Their APF expires in April, but they are applying for a 2.5 year extension that is most likely going to be approved.
The other pipeline projects look correct.
Chris
From: Maribel N. Wong
Thank you for getting back to us, Chris. Barbara is gone for the day and I will get with her on the change tomorrow. I did want to check if you can confirm the pipeline development projects detailed below:
2 A-13
Thank you, Maribel
Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
From: Van Alstyne, Chris
Hi Maribel,
Thanks for checking in. I’ve reached out to the rest of the team on this, and while you present that these ramp intersections do seem to operate separately, we still see the need to study the full interchange. This is due to the proximity of the site to what is a highly significant interchange (between MD 198, a significant state highway, and US 29, a major federal expressway) for regional transportation. In addition, given the use proposed (gas station, convenience store, and retail) that is particularly focused on highway access along with the number of net new vehicle trips proposed that is just below the threshold for greater study (249), we believe including the full interchange is warranted. Please see the traffic study for the Montgomery Auto Sales site plan which was also requested to do a full interchange analysis on US 29. Our request therefore is to study the following intersections:
1) MD 198/US 29 SB Ramp/Old Columbia Pike
3 A-14 2) MD 198/US 29 NB Ramp intersection 3) MD 198/Site access/Shopping Center Access 4) MD 198/Old Columbia Pike (west)/Burtonsville Elementary School access
I’ve reviewed the rest of the scoping form which apart from this change is ready to proceed. Let me know if you have any questions. Thanks,
Chris
Chris Van Alstyne Senior Planner, Area 3 301.495.4629
From: Maribel N. Wong
Good morning Chris,
Following up on our submitted scoping form to check if there were additional comments or questions.
Thank you, Maribel
Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
From: Maribel N. Wong Sent: Friday, February 15, 2019 3:42 PM To: 'Van Alstyne, Chris'
Happy Friday Chris,
Thank you for taking the time to chat with us yesterday. We appreciate your feedback and want to share the attached information for reference as you discuss internally the question of expanding our study intersection beyond the first
4 A-15 signalized intersection to include both MD 198/Old Columbia Pike/SB 29 On‐Ramp and the MD 198/MD 29 NB Ramps. Attached you’ll find the MCDOT signal timings and phasing sheets for both of these intersections which show they operate from two separate controllers, rather than operating as a cluster that could not be reasonably analyzed in isolation.
We also estimate the spacing between these intersections to be about 1,000 feet. As a comparison, the spacing between the signals at MD 29 at Randolph Road is closer to 250 feet. If this were a pair of ramp intersections similar to those on Randolph, the necessity of including the pair would be clear; however, the unique layout of the intersection of MD 29, MD 298 and Old Columbia Pike means that these are largely independent intersections as the southbound ramps are combined with the local roadways.
We look forward to hearing from you and are available to answer additional questions you may have.
Thank you, Maribel
From: Van Alstyne, Chris
No problem at all – I’ll call in there.
From: Maribel N. Wong
Hi Chris – I apologize for the short notice but one us is out of the office so we’re going to call into a conference line instead. Please see below: call in number: 703‐676‐3655 access code: 015‐127#
Thank you, Maribel
Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
From: Van Alstyne, Chris
5 A-16 Great, will do. Thanks,
Chris
From: Maribel N. Wong
Chris – tomorrow between 10am and 11am works for us. You can call Barbara’s direct number D: 301.971.3425 or we can call into a conference line if there are others participating.
Thanks! Maribel
Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
From: Van Alstyne, Chris
Maribel, please hold off on that until we’ve had a chance to review the scoping form – we have a couple questions. Do you have time to discuss some time tomorrow or Friday? Tomorrow, I’m free from 10‐11, 1‐2, and after 4. I’m available pretty much all day Friday.
Chris
From: Maribel N. Wong
Perfect, thank you for your response, Laura!
Chris ‐ I did want to check in today for any feedback on the study intersections as we are concerned about the possibility of a second federal government shutdown and have thusly scheduled counts this week.
Thank you, Maribel
6 A-17 Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
From: Hodgson, Laura
Maribel,
Good afternoon. This is an email to confirm receipt of the scoping form for the future redevelopment of the property located at 15585 and 15595 Old Columbia Pike. I wanted to let you know that my colleague, Chris VanAlstyne (copied here), will be the main reviewer of this form. He will be in touch with you regarding any questions he has on the project and feedback on the scoping form.
Thank you, Laura Hodgson
Laura Hodgson, LEED AP Transportation Planner Coordinator
The Montgomery County Planning Department 8787 Georgia Avenue, Silver Spring, MD 20910 T (301) 495‐4541 :: F (301) 495‐1306 [email protected]
From: Maribel N. Wong
Good afternoon Laura,
Please find attached a scoping form and trip distribution graphic for a traffic impact study of future redevelopment of the property located at 15585 and 15595 Old Columbia Pike. Please let us know if you have any questions, comments, or feedback on the study intersections, pipeline developments, or CIP listed.
Thank you, Maribel
Maribel N. Wong | Associate WELLS + ASSOCIATES 1110 Bonifant Street, Suite 210 | Silver Spring, MD 20910 D: 301.971.3421 | M: 202.716.8442 | O: 301.448.1333 Web | Blog | LinkedIn | Twitter | Facebook An employee-owned company for over 25 years.
7 A-18 15585/15595 Old Columbia Pike April 2019
APPENDIX B MD 198 SHORT TERM IMPROVEMENTS: MD SHA DISTRICT THREE’S INPUT
To: Anleu, Brian
Dear Mr. Anleu:
This is in further response to your June 19, 2018 email listing potential safety improvements along the subject corridor in Montgomery County. The Maryland Department of Transportation State Highway Administration (MDOT SHA) District Three traffic engineering staff appreciates the opportunity to be of assistance.
Our office conducted a study which included an assessment of traffic volumes, field observations, and roadway conditions and a careful review of the most recent police-reported crash history data.
Segment C – MD 198 from MD 650 to Old Columbia Pike
Widen the edge lines on the side of the road to make the road appear narrower According to the Maryland Manual on Uniform Traffic Control Devices (MdMUTCD), wide edge lines may be used where accident patterns or potential safety problems suggest likely benefits. Based on the crash history along the MD 198 corridor, there were no segments identified as candidates for wide edge line treatment. Our engineering staff examined one segment in further detail, the horizontal curve between Burtonsville Drive/Lions Den Road and Santini Road, which already features narrow lanes (10 to 11 feet wide) with significant truck traffic that would be impacted if wide edge lines were used to narrow the roadway. The lane widths along other segments of the corridor are similarly narrow. Therefore, installing wide edge lines along the MD 198 corridor is not recommended at this time.
Install rumble stripes (rumble strips along the centerline) to reduce crossover crashes and improve lane visibility during inclement weather Based on concerns for noise and damage to the crown of the roadway, installation of centerline rumble stripes is not recommended for Segment C of the MD 198 corridor. Our office evaluated the use of raised pavement markers (RPMs) along the centerline of MD 198. The RPMs would be expected to improve the delineation of the roadway including visibility during inclement weather and nighttime conditions. Based on our evaluation, we will be sending a request to our MDOT SHA maintenance forces to install centerline RPMs along MD 198. A schedule for construction is not available at this time.
Install pylons, tubular markers, or “Qwick Kurbs” along the centerline to further prevent crossover crashes Due to the potential maintenance impacts of pylons, tubular markers, or “Qwick Kurbs”, and the ongoing request for centerline RPMs, installing such raised channelizing devices is not recommended at this time.
Modify the MD 198 at Peach Orchard Road intersection to a roundabout A roundabout was initially considered for the intersection of MD 198 at Peach Orchard Road; however, a “Maryland T” intersection design has been recommended for further study. A schedule of completion of this study is not available at this time.
Install speed feedback signs to indicate to drivers that they are speeding
2 B-1 Local police jurisdictions sometimes deploy portable speed feedback signs along roadways where speeding issues are prevalent. Requests for such signs should be directed to the Montgomery County Police Department.
Install portable speed cameras in front of Spencerville Adventist Academy The Montgomery County Police Department Automated Traffic Enforcement Unit (ATEU) is responsible for the operation of the County’s Safe Speed program. The ATEU follows a process for the selection of locations for Safe Speed Cameras. Requests for speed cameras should be directed to the Montgomery County Police Department.
Install Collision Avoidance System (CAS) or an intersection conflict warning system at the intersection of MD 198 and Kruhm Road to help drivers merge to and from MD 198 After an evaluation of the intersection of MD 198 at Kruhm Road, our office has requested that our maintenance forces install an edge line extension along westbound MD 198 to better delineate where motorists from Kruhm Road may stop to improve their sight distance. This work will be performed by our maintenance force’s pavement marking contractor and will be completed in the Fall, schedule permitting. Based on crash history, observations at the intersection, and the lack of similar MDOT SHA experience with such systems, a CAS is not recommended for MD 198 at Kruhm Road.
Segment D – MD 198 from Old Columbia Pike to US 29
Narrow the lanes to slow down traffic and allow for safer turns onto MD 198 Segment D along the MD 198 corridor features narrow lanes (10 to 11 feet wide) with significant truck traffic that would be impacted if lane widths were reduced. Narrowing the travel lanes is not recommended at this time.
Install Signs that indicate reduced speeds through town After an evaluation of speed limit and warning signs along the MD 198 corridor, our office has requested that our maintenance forces install speed reduction warning signs and additional speed limit signs along both directions of MD 198 within Segment D. This work typically takes 60 days to complete, schedule permitting.
Install warning signs that indicate “Congested Area Ahead” so that drivers are more aware of turning vehicles and a slower traffic pattern Based on roadway characteristics and the request for additional speed reduction and speed limit signs, additional warning signs for “Congested Area Ahead” are not recommended at this time.
Install a traffic light at the east entrance to Burtonsville Elementary School on MD 198 (between the barbershop and automotive repair shop) MDOT SHA follows the nationally accepted Manual on Uniform Traffic Control Devices (MUTCD) as a guideline to determine when and where traffic control devices should be installed. These guidelines are nationwide in scope, and are endorsed by the Federal HighwayAdministration. As a highway operations agency, MDOT SHA assumes an obligation to follow these guidelines. Based on field observations at the driveway, the low volumes entering and exiting the school during the peak periods, and the characteristics of the driveway, the installation of a traffic signal is not recommended at this time.
Extend the sidewalk from US 29 to McKnew Road on the south side of MD 198 MD 198 from US 29 to McKnew Road is located within Segment E of the MD 198 corridor. A shared-use path along the south side of MD 198 has been proposed for this segment as part of the MD 28/MD 198 Corridor Improvement Study.
3 B-2 Restrict left-turns and U-turns at the 7-Eleven and Burtonsville Town Square entrance, and/or extend the median at the intersection of MD 198 and US 29 to prevent left-turns out of the easternmost entrance to the 7- Eleven After an evaluation of turning movements and driving behaviors along this segment, we have asked our MDOT SHA District Three Engineering Systems Team (EST) to remove the painted median and install a raised plastic median with tubular markers to accommodate a westbound left-turn lane. Along with the channelizing devices, a “No Left Turns” sign would be posted to restrict left turns from the easternmost driveway from 7-Eleven. Based on our review of the Burtonsville Town Square/7-Eleven access, turn restrictions at that intersection are not recommended at this time.
Thank you again for sharing your concerns. If you have any additional questions or concerns, please feel free to contact me directly at 301-513-7498 or my Team Leader, Mr. Robert Owolabi, at 301-513-7326 or 1-800-749- 0737. We will be happy to assist you.
Sincerely,
Derek L. Gunn, P.E. Assistant District Engineer for Traffic, Montgomery County
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4 B-3 15585/15595 Old Columbia Pike April 2019
APPENDIX C VEHICULAR TRAFFIC COUNTS
Wells & Associates,Inc McLean, Virginia
Existing Traffic Count
PROJECT: Cheng Property - Burtonsville DATE: 2/13/2019 SOUTHBOUND ROAD: Exit to US 29 W & A JOB NO.: 10659 DAY: Tuesday NORTHBOUND ROAD: Exit from US 29 INTERSECTION: MD Route 198 & US 29 NB Ramp WEATHER: clear WESTBOUND ROAD: Sandy Spring Road - 198 LOCATION: Montgomery County,MD COUNTED BY: Matt,James,Inet & MurisEASTBOUND ROAD: Sandy Spring Road - 198 INPUTED BY: agan Turning Movements Southbound Westbound Northbound Eastbound Time Exit to US 29 Sandy Spring Road - 198 Exit from US 29 Sandy Spring Road - 198 North East Total PHF Time Period 1 2 3 4 5 6 7 8 9 10 11 12 & & Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
AM 6:30-6:45 0 0 0 0 30 315 0 345 67 0 43 110 0 157 53 210 110 555 665 6:30-6:45 6:45-7:00 0 0 0 0 32 266 0 298 58 0 33 91 0 201 82 283 91 581 672 6:45-7:00 7:00-7:15 0 0 0 0 36 325 0 361 59 0 53 112 0 200 46 246 112 607 719 7:00-7:15 7:15-7:30 0 0 0 0 54 366 0 420 68 0 48 116 0 220 56 276 116 696 812 7:15-7:30 7:30-7:45 0 0 0 0 100 358 0 458 90 0 38 128 0 278 69 347 128 805 933 7:30-7:45 7:45-8:00 0 0 0 0 84 363 0 447 78 0 40 118 0 283 77 360 118 807 925 7:45-8:00 8:00-8:15 0 0 0 0 92 317 0 409 80 0 50 130 0 203 70 273 130 682 812 8:00-8:15 8:15-8:30 0 0 0 0 47 298 0 345 85 0 33 118 0 238 102 340 118 685 803 8:15-8:30 8:30-8:45 0 0 0 0 47 263 0 310 77 0 18 95 0 164 77 241 95 551 646 8:30-8:45 8:45-9:00 0 0 0 0 59 243 0 302 64 0 28 92 0 185 70 255 92 557 649 8:45-9:00 9:00-9:15 0 0 0 0 46 243 0 289 72 0 52 124 0 152 56 208 124 497 621 9:00-9:15 9:15-9:30 0 0 0 0 70 216 0 286 69 0 34 103 0 184 71 255 103 541 644 9:15-9:30
3 Hour Totals 0 0 0 0 697 3,573 0 4,270 867 0 470 1,337 0 2,465 829 3,294 1,337 7,564 8,901 1 Hour Totals 6:30-7:30 0 0 0 0 152 1,272 0 1,424 252 0 177 429 0 778 237 1,015 429 2,439 2,868 0.88 6:30-7:30 6:45-7:45 0 0 0 0 222 1,315 0 1,537 275 0 172 447 0 899 253 1,152 447 2,689 3,136 0.84 6:45-7:45 7:00-8:00 0 0 0 0 274 1,412 0 1,686 295 0 179 474 0 981 248 1,229 474 2,915 3,389 0.91 7:00-8:00 7:15-8:15 0 0 0 0 330 1,404 0 1,734 316 0 176 492 0 984 272 1,256 492 2,990 3,482 0.93 7:15-8:15 7:30-8:30 0 0 0 0 323 1,336 0 1,659 333 0 161 494 0 1,002 318 1,320 494 2,979 3,473 0.93 7:30-8:30 7:45-8:45 0 0 0 0 270 1,241 0 1,511 320 0 141 461 0 888 326 1,214 461 2,725 3,186 0.86 7:45-8:45 8:00-9:00 0 0 0 0 245 1,121 0 1,366 306 0 129 435 0 790 319 1,109 435 2,475 2,910 0.90 8:00-9:00 8:15-9:15 0 0 0 0 199 1,047 0 1,246 298 0 131 429 0 739 305 1,044 429 2,290 2,719 0.85 8:15-9:15 8:30-9:30 0 0 0 0 222 965 0 1,187 282 0 132 414 0 685 274 959 414 2,146 2,560 0.99 8:30-9:30
AM Peak AM Peak 7:15-8:15 0 0 0 0 330 1,404 0 1,734 316 0 176 492 0 984 272 1,256 492 2,990 3,482 0.93 7:15-8:15 PM 4:00-4:15 0 0 0 0 138 249 0 387 56 0 45 101 0 334 68 402 101 789 890 4:00-4:15 4:15-4:30 0 0 0 0 181 302 0 483 79 0 66 145 0 270 87 357 145 840 985 4:15-4:30 4:30-4:45 0 0 0 0 186 282 0 468 91 0 28 119 0 373 63 436 119 904 1,023 4:30-4:45 4:45-5:00 0 0 0 0 221 307 0 528 77 0 44 121 0 301 89 390 121 918 1,039 4:45-5:00 5:00-5:15 0 0 0 0 182 278 0 460 83 0 76 159 0 219 50 269 159 729 888 5:00-5:15 5:15-5:30 0 0 0 0 183 334 0 517 92 0 48 140 0 287 79 366 140 883 1,023 5:15-5:30 5:30-5:45 0 0 0 0 133 324 0 457 108 0 49 157 0 326 68 394 157 851 1,008 5:30-5:45 5:45-6:00 0 0 0 0 112 252 0 364 93 0 71 164 0 348 70 418 164 782 946 5:45-6:00 6:00-6:15 0 0 0 0 103 258 0 361 103 0 65 168 0 290 73 363 168 724 892 6:00-6:15 6:15-6:30 0 0 0 0 63 260 0 323 112 0 80 192 0 269 89 358 192 681 873 6:15-6:30 6:30-6:45 0 0 0 0 50 265 0 315 114 0 60 174 0 273 79 352 174 667 841 6:30-6:45 6:45-7:00 0 0 0 0 46 280 0 326 94 0 51 145 0 245 84 329 145 655 800 6:45-7:00
3 Hour Totals 0 0 0 0 1,598 3,391 0 4,989 1,102 0 683 1,785 0 3,535 899 4,434 1,785 9,423 11,208 1 Hour Totals 4:00-5:00 0 0 0 0 726 1,140 0 1,866 303 0 183 486 0 1,278 307 1,585 486 3,451 3,937 0.95 4:00-5:00 4:15-5:15 0 0 0 0 770 1,169 0 1,939 330 0 214 544 0 1,163 289 1,452 544 3,391 3,935 0.95 4:15-5:15 4:30-5:30 0 0 0 0 772 1,201 0 1,973 343 0 196 539 0 1,180 281 1,461 539 3,434 3,973 0.96 4:30-5:30 4:45-5:45 0 0 0 0 719 1,243 0 1,962 360 0 217 577 0 1,133 286 1,419 577 3,381 3,958 0.95 4:45-5:45 5:00-6:00 0 0 0 0 610 1,188 0 1,798 376 0 244 620 0 1,180 267 1,447 620 3,245 3,865 0.94 5:00-6:00 5:15-6:15 0 0 0 0 531 1,168 0 1,699 396 0 233 629 0 1,251 290 1,541 629 3,240 3,869 0.95 5:15-6:15 5:30-6:30 0 0 0 0 411 1,094 0 1,505 416 0 265 681 0 1,233 300 1,533 681 3,038 3,719 0.92 5:30-6:30 5:45-6:45 0 0 0 0 328 1,035 0 1,363 422 0 276 698 0 1,180 311 1,491 698 2,854 3,552 0.94 5:45-6:45 6:00-7:00 0 0 0 0 262 1,063 0 1,325 423 0 256 679 0 1,077 325 1,402 679 2,727 3,406 0.95 6:00-7:00
PM Peak PM Peak 4:30-5:30 0 0 0 0 772 1,201 0 1,973 343 0 196 539 0 1,180 281 1,461 539 3,434 3,973 0.96 4:30-5:30
C-1 Wells & Associates,Inc McLean, Virginia
Existing Traffic Count
PROJECT: Cheng Property - Burtonsville DATE: 2/13/2019 SOUTHBOUND ROAD: Old Columbia Pike W & A JOB NO.: 10659 DAY: Tuesday NORTHBOUND ROAD: US 29 SB Ramp INTERSECTION: MD Route 198 & US 29 SB Ramp WEATHER: rain WESTBOUND ROAD: Sandy Spring Road - 198 LOCATION: Montgomery County,MD COUNTED BY: Maria,Maria P,Judith & LEASTBOUND ROAD: Old Columbia Pike - 198 INPUTED BY: agan Turning Movements Southbound Westbound Northbound Eastbound Time Old Columbia Pike Sandy Spring Road - 198 US 29 SB Ramp Old Columbia Pike - 198 North East Total PHF Time Period 1 2 3 4 5 6 7 8 9 10 11 12 & & Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
AM 6:30-6:45 55 45 57 157 17 219 62 298 0 0 0 0 27 124 14 165 157 463 620 6:30-6:45 6:45-7:00 80 17 57 154 24 212 74 310 0 0 0 0 32 159 13 204 154 514 668 6:45-7:00 7:00-7:15 109 26 81 216 46 256 75 377 0 0 0 0 27 144 13 184 216 561 777 7:00-7:15 7:15-7:30 117 34 97 248 36 244 87 367 0 0 0 0 27 230 15 272 248 639 887 7:15-7:30 7:30-7:45 115 33 105 253 46 269 79 394 0 0 0 0 26 188 19 233 253 627 880 7:30-7:45 7:45-8:00 100 28 123 251 35 270 68 373 0 0 0 0 30 251 22 303 251 676 927 7:45-8:00 8:00-8:15 126 26 125 277 35 199 44 278 0 0 0 0 35 261 21 317 277 595 872 8:00-8:15 8:15-8:30 118 17 116 251 28 193 56 277 0 0 0 0 30 270 22 322 251 599 850 8:15-8:30 8:30-8:45 103 26 118 247 33 176 43 252 0 0 0 0 27 247 21 295 247 547 794 8:30-8:45 8:45-9:00 99 17 110 226 36 176 32 244 0 0 0 0 25 219 24 268 226 512 738 8:45-9:00 9:00-9:15 87 31 91 209 31 160 52 243 0 0 0 0 16 174 14 204 209 447 656 9:00-9:15 9:15-9:30 50 22 71 143 27 205 48 280 0 0 0 0 21 185 16 222 143 502 645 9:15-9:30
3 Hour Totals 1,159 322 1,151 2,632 394 2,579 720 3,693 0 0 0 0 323 2,452 214 2,989 2,632 6,682 9,314 1 Hour Totals 6:30-7:30 361 122 292 775 123 931 298 1,352 0 0 0 0 113 657 55 825 775 2,177 2,952 0.83 6:30-7:30 6:45-7:45 421 110 340 871 152 981 315 1,448 0 0 0 0 112 721 60 893 871 2,341 3,212 0.91 6:45-7:45 7:00-8:00 441 121 406 968 163 1,039 309 1,511 0 0 0 0 110 813 69 992 968 2,503 3,471 0.94 7:00-8:00 7:15-8:15 458 121 450 1,029 152 982 278 1,412 0 0 0 0 118 930 77 1,125 1,029 2,537 3,566 0.96 7:15-8:15 7:30-8:30 459 104 469 1,032 144 931 247 1,322 0 0 0 0 121 970 84 1,175 1,032 2,497 3,529 0.95 7:30-8:30 7:45-8:45 447 97 482 1,026 131 838 211 1,180 0 0 0 0 122 1,029 86 1,237 1,026 2,417 3,443 0.93 7:45-8:45 8:00-9:00 446 86 469 1,001 132 744 175 1,051 0 0 0 0 117 997 88 1,202 1,001 2,253 3,254 0.93 8:00-9:00 8:15-9:15 407 91 435 933 128 705 183 1,016 0 0 0 0 98 910 81 1,089 933 2,105 3,038 0.89 8:15-9:15 8:30-9:30 339 96 390 825 127 717 175 1,019 0 0 0 0 89 825 75 989 825 2,008 2,833 0.89 8:30-9:30
AM Peak AM Peak 7:15-8:15 458 121 450 1,029 152 982 278 1,412 0 0 0 0 118 930 77 1,125 1,029 2,537 3,566 0.96 7:15-8:15 PM 4:00-4:15 87 31 110 228 44 183 80 307 0 0 0 0 31 216 43 290 228 597 825 4:00-4:15 4:15-4:30 79 39 105 223 44 220 77 341 0 0 0 0 22 254 50 326 223 667 890 4:15-4:30 4:30-4:45 94 40 136 270 34 175 59 268 0 0 0 0 24 212 51 287 270 555 825 4:30-4:45 4:45-5:00 119 14 115 248 43 201 58 302 0 0 0 0 33 248 52 333 248 635 883 4:45-5:00 5:00-5:15 177 37 111 325 32 151 47 230 0 0 0 0 27 295 78 400 325 630 955 5:00-5:15 5:15-5:30 97 54 132 283 35 176 65 276 0 0 0 0 27 278 74 379 283 655 938 5:15-5:30 5:30-5:45 119 62 120 301 50 255 86 391 0 0 0 0 24 263 58 345 301 736 1,037 5:30-5:45 5:45-6:00 121 55 136 312 42 228 63 333 0 0 0 0 36 305 62 403 312 736 1,048 5:45-6:00 6:00-6:15 136 54 141 331 41 180 56 277 0 0 0 0 40 320 52 412 331 689 1,020 6:00-6:15 6:15-6:30 144 56 74 274 39 216 71 326 0 0 0 0 31 265 59 355 274 681 955 6:15-6:30 6:30-6:45 150 64 95 309 34 124 58 216 0 0 0 0 29 246 39 314 309 530 839 6:30-6:45 6:45-7:00 106 39 100 245 24 204 41 269 0 0 0 0 40 233 25 298 245 567 812 6:45-7:00
3 Hour Totals 1,429 545 1,375 3,349 462 2,313 761 3,536 0 0 0 0 364 3,135 643 4,142 3,349 7,678 11,027 1 Hour Totals 4:00-5:00 379 124 466 969 165 779 274 1,218 0 0 0 0 110 930 196 1,236 969 2,454 3,423 0.96 4:00-5:00 4:15-5:15 469 130 467 1,066 153 747 241 1,141 0 0 0 0 106 1,009 231 1,346 1,066 2,487 3,553 0.93 4:15-5:15 4:30-5:30 487 145 494 1,126 144 703 229 1,076 0 0 0 0 111 1,033 255 1,399 1,126 2,475 3,601 0.94 4:30-5:30 4:45-5:45 512 167 478 1,157 160 783 256 1,199 0 0 0 0 111 1,084 262 1,457 1,157 2,656 3,813 0.92 4:45-5:45 5:00-6:00 514 208 499 1,221 159 810 261 1,230 0 0 0 0 114 1,141 272 1,527 1,221 2,757 3,978 0.95 5:00-6:00 5:15-6:15 473 225 529 1,227 168 839 270 1,277 0 0 0 0 127 1,166 246 1,539 1,227 2,816 4,043 0.96 5:15-6:15 5:30-6:30 520 227 471 1,218 172 879 276 1,327 0 0 0 0 131 1,153 231 1,515 1,218 2,842 4,060 0.97 5:30-6:30 5:45-6:45 551 229 446 1,226 156 748 248 1,152 0 0 0 0 136 1,136 212 1,484 1,226 2,636 3,862 0.92 5:45-6:45 6:00-7:00 536 213 410 1,159 138 724 226 1,088 0 0 0 0 140 1,064 175 1,379 1,159 2,467 3,626 0.89 6:00-7:00
PM Peak PM Peak 5:30-6:30 520 227 471 1,218 172 879 276 1,327 0 0 0 0 131 1,153 231 1,515 1,218 2,842 4,060 0.97 5:30-6:30
C-2 Wells & Associates,Inc McLean, Virginia
Existing Traffic Count
PROJECT: Cheng Property - Burtonsville DATE: 2/13/2019 SOUTHBOUND ROAD: W & A JOB NO.: 10659 DAY: Tuesday NORTHBOUND ROAD: 7 Eleven Access INTERSECTION: MD Route 198 & & Eleven Access WEATHER: rain WESTBOUND ROAD: Old Columbia Pike - 198 LOCATION: Montgomery County,MD COUNTED BY: Matt EASTBOUND ROAD: Old Columbia Pike - 198 INPUTED BY: agan Turning Movements Southbound Westbound Northbound Eastbound Time 0 Old Columbia Pike - 198 7 Eleven Access Old Columbia Pike - 198 North East Total PHF Time Period 1 2 3 4 5 6 7 8 9 10 11 12 & & Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
AM 6:30-6:45 0 0 0 0 0 0 0 0 8 0 1 9 0 0 0 0 9 0 9 6:30-6:45 6:45-7:00 0 0 0 0 0 0 0 0 12 0 0 12 1 0 0 1 12 1 13 6:45-7:00 7:00-7:15 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 13 0 13 7:00-7:15 7:15-7:30 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 16 0 16 7:15-7:30 7:30-7:45 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 13 0 13 7:30-7:45 7:45-8:00 0 0 0 0 0 0 0 0 19 0 0 19 0 0 0 0 19 0 19 7:45-8:00 8:00-8:15 0 0 0 0 0 0 0 0 13 0 1 14 0 0 0 0 14 0 14 8:00-8:15 8:15-8:30 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 13 0 13 8:15-8:30 8:30-8:45 0 0 0 0 0 0 0 0 17 0 1 18 1 0 0 1 18 1 19 8:30-8:45 8:45-9:00 0 0 0 0 0 0 0 0 16 0 0 16 0 0 0 0 16 0 16 8:45-9:00 9:00-9:15 0 0 0 0 0 0 0 0 9 0 1 10 0 0 0 0 10 0 10 9:00-9:15 9:15-9:30 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 14 0 14 9:15-9:30
3 Hour Totals 0 0 0 0 0 0 0 0 163 0 4 167 2 0 0 2 167 2 169 1 Hour Totals 6:30-7:30 0 0 0 0 0 0 0 0 49 0 1 50 1 0 0 1 50 1 51 0.80 6:30-7:30 6:45-7:45 0 0 0 0 0 0 0 0 54 0 0 54 1 0 0 1 54 1 55 0.86 6:45-7:45 7:00-8:00 0 0 0 0 0 0 0 0 61 0 0 61 0 0 0 0 61 0 61 0.80 7:00-8:00 7:15-8:15 0 0 0 0 0 0 0 0 61 0 1 62 0 0 0 0 62 0 62 0.82 7:15-8:15 7:30-8:30 0 0 0 0 0 0 0 0 58 0 1 59 0 0 0 0 59 0 59 0.78 7:30-8:30 7:45-8:45 0 0 0 0 0 0 0 0 62 0 2 64 1 0 0 1 64 1 65 0.86 7:45-8:45 8:00-9:00 0 0 0 0 0 0 0 0 59 0 2 61 1 0 0 1 61 1 62 0.82 8:00-9:00 8:15-9:15 0 0 0 0 0 0 0 0 55 0 2 57 1 0 0 1 57 1 58 0.76 8:15-9:15 8:30-9:30 0 0 0 0 0 0 0 0 56 0 2 58 1 0 0 1 58 1 59 0.78 8:30-9:30
AM Peak AM Peak 7:45-8:45 0 0 0 0 0 0 0 0 62 0 2 64 1 0 0 1 64 1 65 0.86 7:45-8:45 PM 4:00-4:15 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 9 0 9 4:00-4:15 4:15-4:30 0 0 0 0 0 0 0 0 14 0 0 14 0 0 0 0 14 0 14 4:15-4:30 4:30-4:45 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 9 0 9 4:30-4:45 4:45-5:00 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 8 0 8 4:45-5:00 5:00-5:15 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 10 0 10 5:00-5:15 5:15-5:30 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 11 0 11 5:15-5:30 5:30-5:45 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 5 0 5 5:30-5:45 5:45-6:00 0 0 0 0 0 0 0 0 11 0 0 11 0 0 0 0 11 0 11 5:45-6:00 6:00-6:15 0 0 0 0 0 0 0 0 7 0 0 7 0 0 0 0 7 0 7 6:00-6:15 6:15-6:30 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 9 0 9 6:15-6:30 6:30-6:45 0 0 0 0 0 0 0 0 8 0 0 8 0 0 0 0 8 0 8 6:30-6:45 6:45-7:00 0 0 0 0 0 0 0 0 13 0 0 13 0 0 0 0 13 0 13 6:45-7:00
3 Hour Totals 0 0 0 0 0 0 0 0 114 0 0 114 0 0 0 0 114 0 114 1 Hour Totals 4:00-5:00 0 0 0 0 0 0 0 0 40 0 0 40 0 0 0 0 40 0 40 0.71 4:00-5:00 4:15-5:15 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 41 0 41 0.73 4:15-5:15 4:30-5:30 0 0 0 0 0 0 0 0 38 0 0 38 0 0 0 0 38 0 38 0.86 4:30-5:30 4:45-5:45 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 34 0 34 0.77 4:45-5:45 5:00-6:00 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 37 0 37 0.84 5:00-6:00 5:15-6:15 0 0 0 0 0 0 0 0 34 0 0 34 0 0 0 0 34 0 34 0.77 5:15-6:15 5:30-6:30 0 0 0 0 0 0 0 0 32 0 0 32 0 0 0 0 32 0 32 0.73 5:30-6:30 5:45-6:45 0 0 0 0 0 0 0 0 35 0 0 35 0 0 0 0 35 0 35 0.80 5:45-6:45 6:00-7:00 0 0 0 0 0 0 0 0 37 0 0 37 0 0 0 0 37 0 37 0.71 6:00-7:00
PM Peak PM Peak 4:15-5:15 0 0 0 0 0 0 0 0 41 0 0 41 0 0 0 0 41 0 41 0.73 4:15-5:15
C-3 Wells & Associates,Inc McLean, Virginia
Existing Traffic Count
PROJECT: Cheng Property - Burtonsville DATE: 2/13/2019 SOUTHBOUND ROAD: Shopping Center Access W & A JOB NO.: 10659 DAY: Tuesday NORTHBOUND ROAD: 7 Eleven Access INTERSECTION: MD Route 198 & Shopping Center Access WEATHER: rain WESTBOUND ROAD: Old Columbia Pike - 198 LOCATION: Montgomery County,MD COUNTED BY: Matt & Sam EASTBOUND ROAD: Old Columbia Pike - 198 INPUTED BY: agan Turning Movements Southbound Westbound Northbound Eastbound Time Shopping Center Access Old Columbia Pike - 198 7 Eleven Access Old Columbia Pike - 198 North East Total PHF Time Period 1 2 3 4 5 6 7 8 9 10 11 12 & & Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
AM 6:30-6:45 7 0 1 8 1 78 5 84 5 0 1 6 5 91 7 103 14 187 201 6:30-6:45 6:45-7:00 11 0 3 14 4 268 10 282 14 0 0 14 12 166 18 196 28 478 506 6:45-7:00 7:00-7:15 16 0 3 19 40 294 24 358 15 0 3 18 20 159 19 198 37 556 593 7:00-7:15 7:15-7:30 25 0 5 30 17 326 14 357 11 0 3 14 17 254 18 289 44 646 690 7:15-7:30 7:30-7:45 30 0 3 33 12 369 10 391 9 0 6 15 18 194 33 245 48 636 684 7:30-7:45 7:45-8:00 19 0 2 21 13 333 21 367 15 0 0 15 31 274 35 340 36 707 743 7:45-8:00 8:00-8:15 30 0 4 34 15 305 12 332 13 0 7 20 16 298 56 370 54 702 756 8:00-8:15 8:15-8:30 16 0 5 21 16 285 14 315 14 0 4 18 20 302 41 363 39 678 717 8:15-8:30 8:30-8:45 14 2 10 26 14 247 16 277 10 0 5 15 22 242 24 288 41 565 606 8:30-8:45 8:45-9:00 21 0 6 27 16 228 16 260 5 0 5 10 12 247 22 281 37 541 578 8:45-9:00 9:00-9:15 29 0 10 39 22 246 10 278 9 0 4 13 14 178 37 229 52 507 559 9:00-9:15 9:15-9:30 22 0 5 27 12 220 21 253 3 0 3 6 10 220 45 275 33 528 561 9:15-9:30
3 Hour Totals 240 2 57 299 182 3,199 173 3,554 123 0 41 164 197 2,625 355 3,177 463 6,731 7,194 1 Hour Totals 6:30-7:30 59 0 12 71 62 966 53 1,081 45 0 7 52 54 670 62 786 123 1,867 1,990 0.72 6:30-7:30 6:45-7:45 82 0 14 96 73 1,257 58 1,388 49 0 12 61 67 773 88 928 157 2,316 2,473 0.90 6:45-7:45 7:00-8:00 90 0 13 103 82 1,322 69 1,473 50 0 12 62 86 881 105 1,072 165 2,545 2,710 0.91 7:00-8:00 7:15-8:15 104 0 14 118 57 1,333 57 1,447 48 0 16 64 82 1,020 142 1,244 182 2,691 2,873 0.95 7:15-8:15 7:30-8:30 95 0 14 109 56 1,292 57 1,405 51 0 17 68 85 1,068 165 1,318 177 2,723 2,900 0.96 7:30-8:30 7:45-8:45 79 2 21 102 58 1,170 63 1,291 52 0 16 68 89 1,116 156 1,361 170 2,652 2,822 0.93 7:45-8:45 8:00-9:00 81 2 25 108 61 1,065 58 1,184 42 0 21 63 70 1,089 143 1,302 171 2,486 2,657 0.88 8:00-9:00 8:15-9:15 80 2 31 113 68 1,006 56 1,130 38 0 18 56 68 969 124 1,161 169 2,291 2,460 0.86 8:15-9:15 8:30-9:30 86 2 31 119 64 941 63 1,068 27 0 17 44 58 887 128 1,073 163 2,141 2,304 0.95 8:30-9:30
AM Peak AM Peak 7:30-8:30 95 0 14 109 56 1,292 57 1,405 51 0 17 68 85 1,068 165 1,318 177 2,723 2,900 0.96 7:30-8:30 PM 4:00-4:15 49 0 11 60 34 247 16 297 7 0 6 13 13 267 55 335 73 632 705 4:00-4:15 4:15-4:30 47 0 17 64 34 223 24 281 11 0 10 21 17 294 65 376 85 657 742 4:15-4:30 4:30-4:45 64 1 9 74 46 259 6 311 10 0 2 12 10 268 49 327 86 638 724 4:30-4:45 4:45-5:00 61 0 13 74 43 272 8 323 9 0 1 10 13 273 40 326 84 649 733 4:45-5:00 5:00-5:15 55 0 13 68 47 313 17 377 8 0 5 13 7 312 58 377 81 754 835 5:00-5:15 5:15-5:30 60 0 15 75 34 296 17 347 13 0 3 16 12 294 53 359 91 706 797 5:15-5:30 5:30-5:45 76 0 14 90 41 379 9 429 17 0 4 21 15 333 75 423 111 852 963 5:30-5:45 5:45-6:00 84 3 14 101 39 354 13 406 7 0 2 9 11 306 64 381 110 787 897 5:45-6:00 6:00-6:15 93 4 14 111 47 300 17 364 5 0 6 11 8 321 53 382 122 746 868 6:00-6:15 6:15-6:30 89 5 11 105 38 316 6 360 7 0 2 9 12 276 65 353 114 713 827 6:15-6:30 6:30-6:45 57 0 10 67 32 275 10 317 6 0 2 8 12 260 37 309 75 626 701 6:30-6:45 6:45-7:00 61 3 13 77 37 283 13 333 8 0 11 19 13 217 56 286 96 619 715 6:45-7:00
3 Hour Totals 796 16 154 966 472 3,517 156 4,145 108 0 54 162 143 3,421 670 4,234 1,128 8,379 9,507 1 Hour Totals 4:00-5:00 221 1 50 272 157 1,001 54 1,212 37 0 19 56 53 1,102 209 1,364 328 2,576 2,904 0.98 4:00-5:00 4:15-5:15 227 1 52 280 170 1,067 55 1,292 38 0 18 56 47 1,147 212 1,406 336 2,698 3,034 0.91 4:15-5:15 4:30-5:30 240 1 50 291 170 1,140 48 1,358 40 0 11 51 42 1,147 200 1,389 342 2,747 3,089 0.92 4:30-5:30 4:45-5:45 252 0 55 307 165 1,260 51 1,476 47 0 13 60 47 1,212 226 1,485 367 2,961 3,328 0.86 4:45-5:45 5:00-6:00 275 3 56 334 161 1,342 56 1,559 45 0 14 59 45 1,245 250 1,540 393 3,099 3,492 0.91 5:00-6:00 5:15-6:15 313 7 57 377 161 1,329 56 1,546 42 0 15 57 46 1,254 245 1,545 434 3,091 3,525 0.92 5:15-6:15 5:30-6:30 342 12 53 407 165 1,349 45 1,559 36 0 14 50 46 1,236 257 1,539 457 3,098 3,555 0.92 5:30-6:30 5:45-6:45 323 12 49 384 156 1,245 46 1,447 25 0 12 37 43 1,163 219 1,425 421 2,872 3,293 0.92 5:45-6:45 6:00-7:00 300 12 48 360 154 1,174 46 1,374 26 0 21 47 45 1,074 211 1,330 407 2,704 3,111 0.90 6:00-7:00
PM Peak PM Peak 5:30-6:30 342 12 53 407 165 1,349 45 1,559 36 0 14 50 46 1,236 257 1,539 457 3,098 3,555 0.92 5:30-6:30
C-4 Wells & Associates,Inc McLean, Virginia
Existing Traffic Count
PROJECT: Cheng Property - Burtonsville DATE: 3/12/2019 SOUTHBOUND ROAD: Burtonsville Elementary School Access W & A JOB NO.: 10659 DAY: Wednesday NORTHBOUND ROAD: Old Columbia Pike INTERSECTION: MD Route 198 & School Access WEATHER: rain WESTBOUND ROAD: Old Columbia Pike - 198 LOCATION: Montgomery County,MD COUNTED BY: Majda & Mina EASTBOUND ROAD: Spencerville Road - 198 INPUTED BY: agan Turning Movements Southbound Westbound Northbound Eastbound Time rtonsville Elementary School Acce Old Columbia Pike - 198 Old Columbia Pike Spencerville Road - 198 North East Total PHF Time Period 1 2 3 4 5 6 7 8 9 10 11 12 & & Period Right Thru Left Total Right Thru Left Total Right Thru Left Total Right Thru Left Total South West
AM 6:30-6:45 1 1 1 3 0 220 36 256 13 0 5 18 5 121 2 128 21 384 405 6:30-6:45 6:45-7:00 0 1 0 1 2 201 46 249 29 2 11 42 12 192 0 204 43 453 496 6:45-7:00 7:00-7:15 0 12 0 12 7 236 57 300 32 0 16 48 16 171 1 188 60 488 548 7:00-7:15 7:15-7:30 0 3 1 4 2 241 108 351 33 3 18 54 27 214 2 243 58 594 652 7:15-7:30 7:30-7:45 3 2 3 8 0 330 84 414 65 2 19 86 18 204 3 225 94 639 733 7:30-7:45 7:45-8:00 0 4 1 5 2 249 69 320 77 1 40 118 15 215 0 230 123 550 673 7:45-8:00 8:00-8:15 0 4 6 10 1 275 98 374 64 4 38 106 22 231 3 256 116 630 746 8:00-8:15 8:15-8:30 3 2 6 11 3 214 75 292 46 1 18 65 23 279 3 305 76 597 673 8:15-8:30 8:30-8:45 1 3 3 7 1 170 61 232 43 0 16 59 15 212 1 228 66 460 526 8:30-8:45 8:45-9:00 3 0 2 5 1 175 41 217 35 0 15 50 32 177 2 211 55 428 483 8:45-9:00 9:00-9:15 2 2 4 8 7 186 38 231 34 9 17 60 12 137 3 152 68 383 451 9:00-9:15 9:15-9:30 1 2 2 5 3 159 40 202 34 2 14 50 10 149 5 164 55 366 421 9:15-9:30
3 Hour Totals 14 36 29 79 29 2,656 753 3,438 505 24 227 756 207 2,302 25 2,534 835 5,972 6,807 1 Hour Totals 6:30-7:30 1 17 2 20 11 898 247 1,156 107 5 50 162 60 698 5 763 182 1,919 2,101 0.81 6:30-7:30 6:45-7:45 3 18 4 25 11 1,008 295 1,314 159 7 64 230 73 781 6 860 255 2,174 2,429 0.83 6:45-7:45 7:00-8:00 3 21 5 29 11 1,056 318 1,385 207 6 93 306 76 804 6 886 335 2,271 2,606 0.89 7:00-8:00 7:15-8:15 3 13 11 27 5 1,095 359 1,459 239 10 115 364 82 864 8 954 391 2,413 2,804 0.94 7:15-8:15 7:30-8:30 6 12 16 34 6 1,068 326 1,400 252 8 115 375 78 929 9 1,016 409 2,416 2,825 0.95 7:30-8:30 7:45-8:45 4 13 16 33 7 908 303 1,218 230 6 112 348 75 937 7 1,019 381 2,237 2,618 0.88 7:45-8:45 8:00-9:00 7 9 17 33 6 834 275 1,115 188 5 87 280 92 899 9 1,000 313 2,115 2,428 0.81 8:00-9:00 8:15-9:15 9 7 15 31 12 745 215 972 158 10 66 234 82 805 9 896 265 1,868 2,133 0.79 8:15-9:15 8:30-9:30 7 7 11 25 12 690 180 882 146 11 62 219 69 675 11 755 244 1,637 1,881 0.89 8:30-9:30
AM Peak AM Peak 7:30-8:30 6 12 16 34 6 1,068 326 1,400 252 8 115 375 78 929 9 1,016 409 2,416 2,825 0.95 7:30-8:30 PM 4:00-4:15 2 5 25 32 6 205 76 287 78 30 12 120 14 192 2 208 152 495 647 4:00-4:15 4:15-4:30 3 2 13 18 0 243 53 296 67 0 15 82 13 195 2 210 100 506 606 4:15-4:30 4:30-4:45 1 0 12 13 1 233 54 288 85 1 19 105 16 227 2 245 118 533 651 4:30-4:45 4:45-5:00 3 2 8 13 1 204 97 302 82 0 12 94 15 230 1 246 107 548 655 4:45-5:00 5:00-5:15 0 2 4 6 3 223 67 293 114 1 25 140 19 226 1 246 146 539 685 5:00-5:15 5:15-5:30 1 1 4 6 2 288 79 369 109 1 24 134 24 228 0 252 140 621 761 5:15-5:30 5:30-5:45 1 0 5 6 2 324 67 393 95 0 21 116 13 226 1 240 122 633 755 5:30-5:45 5:45-6:00 1 2 5 8 1 237 73 311 96 1 9 106 15 246 1 262 114 573 687 5:45-6:00 6:00-6:15 1 4 10 15 2 280 55 337 85 3 16 104 17 232 0 249 119 586 705 6:00-6:15 6:15-6:30 0 3 9 12 1 248 75 324 91 2 11 104 23 222 0 245 116 569 685 6:15-6:30 6:30-6:45 0 2 3 5 1 201 68 270 71 0 8 79 9 197 0 206 84 476 560 6:30-6:45 6:45-7:00 0 0 0 0 1 214 71 286 79 0 11 90 18 206 1 225 90 511 601 6:45-7:00
3 Hour Totals 13 23 98 134 21 2,900 835 3,756 1,052 39 183 1,274 196 2,627 11 2,834 1,408 6,590 7,998 1 Hour Totals 4:00-5:00 9 9 58 76 8 885 280 1,173 312 31 58 401 58 844 7 909 477 2,082 2,559 0.98 4:00-5:00 4:15-5:15 7 6 37 50 5 903 271 1,179 348 2 71 421 63 878 6 947 471 2,126 2,597 0.95 4:15-5:15 4:30-5:30 5 5 28 38 7 948 297 1,252 390 3 80 473 74 911 4 989 511 2,241 2,752 0.90 4:30-5:30 4:45-5:45 5 5 21 31 8 1,039 310 1,357 400 2 82 484 71 910 3 984 515 2,341 2,856 0.94 4:45-5:45 5:00-6:00 3 5 18 26 8 1,072 286 1,366 414 3 79 496 71 926 3 1,000 522 2,366 2,888 0.95 5:00-6:00 5:15-6:15 4 7 24 35 7 1,129 274 1,410 385 5 70 460 69 932 2 1,003 495 2,413 2,908 0.96 5:15-6:15 5:30-6:30 3 9 29 41 6 1,089 270 1,365 367 6 57 430 68 926 2 996 471 2,361 2,832 0.94 5:30-6:30 5:45-6:45 2 11 27 40 5 966 271 1,242 343 6 44 393 64 897 1 962 433 2,204 2,637 0.94 5:45-6:45 6:00-7:00 1 9 22 32 5 943 269 1,217 326 5 46 377 67 857 1 925 409 2,142 2,551 0.90 6:00-7:00
PM Peak PM Peak 5:15-6:15 4 7 24 35 7 1,129 274 1,410 385 5 70 460 69 932 2 1,003 495 2,413 2,908 0.96 5:15-6:15
C-5 15585/15595 Old Columbia Pike April 2019
APPENDIX D EXISTING CONDITIONS SYNCHRO 10 RESULTS & CLVs
HCM Signalized Intersection Capacity Analysis 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 318 1002 0 0 1336 323 161 0 333 0 0 0 Future Volume (vph) 318 1002 0 0 1336 323 161 0 333 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Util. Factor 0.97 0.91 0.91 1.00 0.95 0.95 1.00 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot) 3433 5085 5085 1583 1681 1681 1583 Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm) 3433 5085 5085 1583 1681 1681 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 346 1089 0 0 1452 351 175 0 362 0 0 0 RTOR Reduction (vph) 000002060067000 Lane Group Flow (vph) 346 1089 0 0 1452 145 87 88 295 0 0 0 Turn Type Prot NA NA Perm Split NA Perm Protected Phases 1 6 2 4 4 Permitted Phases 2 4 Actuated Green, G (s) 16.5 71.5 49.5 49.5 36.5 36.5 36.5 Effective Green, g (s) 16.5 71.5 49.5 49.5 36.5 36.5 36.5 Actuated g/C Ratio 0.14 0.60 0.41 0.41 0.30 0.30 0.30 Clearance Time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Grp Cap (vph) 472 3029 2097 652 511 511 481 v/s Ratio Prot c0.10 0.21 c0.29 0.05 0.05 v/s Ratio Perm 0.09 c0.19 v/c Ratio 0.73 0.36 0.69 0.22 0.17 0.17 0.61 Uniform Delay, d1 49.6 12.5 29.0 22.8 30.6 30.7 35.7 Progression Factor 0.85 1.14 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.0 0.3 1.9 0.8 0.7 0.7 5.7 Delay (s) 51.2 14.5 30.9 23.6 31.4 31.4 41.4 Level of Service DB CCCCD Approach Delay (s) 23.4 29.5 38.1 0.0 Approach LOS C C D A Intersection Summary HCM 2000 Control Delay 28.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.5 Intersection Capacity Utilization 53.9% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group
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D-1 HCM 6th Signalized Intersection Summary 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/01/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
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D-2 HCM Signalized Intersection Capacity Analysis 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 84 970 121 247 931 144 0 0 0 469 104 459 Future Volume (vph) 84 970 121 247 931 144 0 0 0 469 104 459 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 5085 1583 3433 3539 1583 3044 3111 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 5085 1583 3433 3539 1583 3044 3111 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 91 1054 132 268 1012 157 0 0 0 510 113 499 RTOR Reduction (vph) 0 0 68 0 0 77 00000239 Lane Group Flow (vph) 91 1054 64 268 1012 80 0 0 0 342 281 260 Turn Type Prot NA Perm Prot NA Perm Split NA Perm Protected Phases 1 6 5 2 4 4 Permitted Phases 6 2 4 Actuated Green, G (s) 13.0 58.0 58.0 16.5 61.5 61.5 27.5 27.5 27.5 Effective Green, g (s) 13.0 58.0 58.0 16.5 61.5 61.5 27.5 27.5 27.5 Actuated g/C Ratio 0.11 0.48 0.48 0.14 0.51 0.51 0.23 0.23 0.23 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 5.0 0.2 0.2 5.0 0.2 0.2 5.0 5.0 5.0 Lane Grp Cap (vph) 191 2457 765 472 1813 811 697 712 362 v/s Ratio Prot 0.05 0.21 c0.08 c0.29 0.11 0.09 v/s Ratio Perm 0.04 0.05 c0.16 v/c Ratio 0.48 0.43 0.08 0.57 0.56 0.10 0.49 0.39 0.72 Uniform Delay, d1 50.3 20.2 16.7 48.4 20.0 15.0 40.2 39.2 42.7 Progression Factor 1.36 0.40 0.04 1.23 0.44 0.12 1.00 1.00 1.00 Incremental Delay, d2 3.2 0.4 0.2 2.0 1.0 0.2 1.1 0.8 8.2 Delay (s) 71.7 8.5 0.9 61.3 9.8 1.9 41.3 40.0 50.9 Level of Service EAAEAA DDD Approach Delay (s) 12.2 18.6 0.0 45.2 Approach LOS B B A D Intersection Summary HCM 2000 Control Delay 24.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
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D-3 HCM 6th Signalized Intersection Summary 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/01/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
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D-4 HCM Unsignalized Intersection Capacity Analysis 3: East Site Access & MD 198 04/01/2019
Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1133 0 0 1390 1 58 Future Volume (Veh/h) 1133 0 0 1390 1 58 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1232 0 0 1511 1 63 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 287 pX, platoon unblocked 0.83 vC, conflicting volume 1232 1736 411 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1232 1186 411 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 89 cM capacity (veh/h) 561 151 590 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 493 493 246 504 504 504 64 Volume Left 0000001 Volume Right 00000063 cSH 1700 1700 1700 1700 1700 1700 565 Volume to Capacity 0.29 0.29 0.14 0.30 0.30 0.30 0.11 Queue Length 95th (ft) 00000010 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 12.2 Lane LOS B Approach Delay (s) 0.0 0.0 12.2 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 37.2% ICU Level of Service A Analysis Period (min) 15
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D-5 HCM Unsignalized Intersection Capacity Analysis 4: West Site Access/Shopping Center Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 165 1068 85 57 1292 56 17 0 51 14 0 95 Future Volume (Veh/h) 165 1068 85 57 1292 56 17 0 51 14 0 95 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 179 1161 92 62 1404 61 18 0 55 15 0 103 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 466 pX, platoon unblocked 0.81 0.81 0.81 0.81 0.81 0.81 vC, conflicting volume 1465 1253 2494 3154 626 2522 3139 702 vC1, stage 1 conf vol 1565 1565 1528 1528 vC2, stage 2 conf vol 929 1589 994 1611 vCu, unblocked vol 1095 1253 2372 3191 626 2406 3173 147 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 65 89 65 100 87 72 100 85 cM capacity (veh/h) 510 551 51 5 427 53 33 703 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 179 774 479 530 936 61 73 15 103 Volume Left 179 0 0 62 0 0 18 15 0 Volume Right 0 0 92 0 0 61 55 0 103 cSH 510 1700 1700 551 1700 1700 152 53 703 Volume to Capacity 0.35 0.46 0.28 0.11 0.55 0.04 0.48 0.28 0.15 Queue Length 95th (ft) 39 00900572413 Control Delay (s) 15.8 0.0 0.0 3.1 0.0 0.0 49.0 97.6 11.0 Lane LOS C A EFB Approach Delay (s) 2.0 1.1 49.0 22.0 Approach LOS EC Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period (min) 15
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D-6 HCM Signalized Intersection Capacity Analysis 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 929 78 326 1068 6 115 8 252 16 12 6 Future Volume (vph) 9 929 78 326 1068 6 115 8 252 16 12 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 3498 1770 3536 1770 1863 1583 1770 1765 Flt Permitted 0.24 1.00 0.10 1.00 0.74 1.00 1.00 0.75 1.00 Satd. Flow (perm) 451 3498 180 3536 1386 1863 1583 1400 1765 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 10 1010 85 354 1161 7 125 9 274 17 13 7 RTOR Reduction (vph) 05000000220060 Lane Group Flow (vph) 10 1090 0 354 1168 0 125 9 54 17 14 0 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 8 4 Actuated Green, G (s) 57.0 47.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Effective Green, g (s) 57.0 47.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Actuated g/C Ratio 0.48 0.40 0.70 0.57 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Grp Cap (vph) 318 1384 522 2018 271 364 310 274 345 v/s Ratio Prot 0.00 c0.31 c0.17 0.33 0.00 0.01 v/s Ratio Perm 0.01 0.30 c0.09 0.03 0.01 v/c Ratio 0.03 0.79 0.68 0.58 0.46 0.02 0.17 0.06 0.04 Uniform Delay, d1 16.6 31.8 27.3 16.5 42.7 39.0 40.2 39.3 39.1 Progression Factor 1.00 1.00 1.14 0.57 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 4.6 5.7 1.0 5.6 0.1 1.2 0.4 0.2 Delay (s) 16.8 36.4 36.8 10.4 48.2 39.1 41.4 39.7 39.3 Level of Service BD DB DDDDD Approach Delay (s) 36.2 16.5 43.4 39.5 Approach LOS D B D D Intersection Summary HCM 2000 Control Delay 27.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 75.1% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
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D-7 HCM 6th Signalized Intersection Summary 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 929 78 326 1068 6 115 8 252 16 12 6 Future Volume (veh/h) 9 929 78 326 1068 6 115 8 252 16 12 6 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 1010 85 354 1161 7 125 9 0 17 13 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 378 1313 110 573 2067 12 320 366 330 224 121 Arrive On Green 0.08 0.40 0.40 0.25 0.57 0.57 0.20 0.20 0.00 0.20 0.20 0.20 Sat Flow, veh/h 1781 3318 279 1781 3621 22 1392 1870 1585 1406 1144 616 Grp Volume(v), veh/h 10 541 554 354 570 598 125 9 0 17 0 20 Grp Sat Flow(s),veh/h/ln 1781 1777 1820 1781 1777 1866 1392 1870 1585 1406 0 1760 Q Serve(g_s), s 0.4 31.7 31.7 11.6 24.3 24.3 9.6 0.5 0.0 1.2 0.0 1.1 Cycle Q Clear(g_c), s 0.4 31.7 31.7 11.6 24.3 24.3 10.7 0.5 0.0 1.7 0.0 1.1 Prop In Lane 1.00 0.15 1.00 0.01 1.00 1.00 1.00 0.35 Lane Grp Cap(c), veh/h 378 703 720 573 1014 1065 320 366 330 0 345 V/C Ratio(X) 0.03 0.77 0.77 0.62 0.56 0.56 0.39 0.02 0.05 0.00 0.06 Avail Cap(c_a), veh/h 378 703 720 573 1014 1065 320 366 330 0 345 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 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.7 31.5 31.5 19.9 16.3 16.3 43.6 39.0 0.0 39.7 0.0 39.2 Incr Delay (d2), s/veh 0.1 7.9 7.7 4.9 2.2 2.1 3.6 0.1 0.0 0.3 0.0 0.3 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(50%),veh/ln 0.2 14.9 15.3 4.6 10.2 10.7 3.6 0.2 0.0 0.4 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 16.8 39.4 39.2 24.8 18.5 18.4 47.2 39.1 0.0 40.0 0.0 39.6 LnGrp LOS B D D C B B D D D A D Approach Vol, veh/h 1105 1522 134 A 37 Approach Delay, s/veh 39.1 19.9 46.6 39.7 Approach LOS D B D D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 75.0 30.0 36.0 54.0 30.0 Change Period (Y+Rc), s 5.5 6.5 6.5 6.0 6.5 6.5 Max Green Setting (Gmax), s 9.5 68.5 23.5 30.0 47.5 23.5 Max Q Clear Time (g_c+I1), s 2.4 26.3 3.7 13.6 33.7 12.7 Green Ext Time (p_c), s 0.0 1.3 0.1 1.0 1.2 0.2 Intersection Summary HCM 6th Ctrl Delay 29.1 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
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D-8 HCM Signalized Intersection Capacity Analysis 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 300 1233 0 0 1094 411 265 0 416 0 0 0 Future Volume (vph) 300 1233 0 0 1094 411 265 0 416 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Util. Factor 0.97 0.91 0.91 1.00 0.95 0.95 1.00 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot) 3433 5085 5085 1583 1681 1681 1583 Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm) 3433 5085 5085 1583 1681 1681 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 326 1340 0 0 1189 447 288 0 452 0 0 0 RTOR Reduction (vph) 000002850051000 Lane Group Flow (vph) 326 1340 0 0 1189 162 144 144 401 0 0 0 Turn Type Prot NA NA Perm Split NA Perm Protected Phases 1 6 2 4 4 Permitted Phases 2 4 Actuated Green, G (s) 22.5 71.5 43.5 43.5 36.5 36.5 36.5 Effective Green, g (s) 22.5 71.5 43.5 43.5 36.5 36.5 36.5 Actuated g/C Ratio 0.19 0.60 0.36 0.36 0.30 0.30 0.30 Clearance Time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Grp Cap (vph) 643 3029 1843 573 511 511 481 v/s Ratio Prot c0.09 0.26 c0.23 0.09 0.09 v/s Ratio Perm 0.10 c0.25 v/c Ratio 0.51 0.44 0.65 0.28 0.28 0.28 0.83 Uniform Delay, d1 43.8 13.3 31.8 27.2 31.8 31.8 38.9 Progression Factor 1.30 1.11 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.3 0.4 1.8 1.2 1.4 1.4 15.6 Delay (s) 59.4 15.2 33.6 28.4 33.2 33.2 54.5 Level of Service EB CCCCD Approach Delay (s) 23.9 32.2 46.2 0.0 Approach LOS C C D A Intersection Summary HCM 2000 Control Delay 31.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.5 Intersection Capacity Utilization 59.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Existing PM Synchro 10 Report W+A Page 1
D-9 HCM 6th Signalized Intersection Summary 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/01/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Existing PM Synchro 10 Report W+A Page 2
D-10 HCM Signalized Intersection Capacity Analysis 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 231 1153 131 276 879 172 0 0 0 471 227 520 Future Volume (vph) 231 1153 131 276 879 172 0 0 0 471 227 520 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (prot) 1770 5085 1583 3433 3539 1583 3044 3148 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (perm) 1770 5085 1583 3433 3539 1583 3044 3148 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 251 1253 142 300 955 187 0 0 0 512 247 565 RTOR Reduction (vph) 0 0 85 0 0 103 00000258 Lane Group Flow (vph) 251 1253 57 300 955 84 0 0 0 374 385 307 Turn Type Prot NA Perm Prot NA Perm Split NA Perm Protected Phases 1 6 5 2 4 4 Permitted Phases 6 2 4 Actuated Green, G (s) 18.0 48.0 48.0 24.0 54.0 54.0 30.0 30.0 30.0 Effective Green, g (s) 18.0 48.0 48.0 24.0 54.0 54.0 30.0 30.0 30.0 Actuated g/C Ratio 0.15 0.40 0.40 0.20 0.45 0.45 0.25 0.25 0.25 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 265 2034 633 686 1592 712 761 787 395 v/s Ratio Prot c0.14 0.25 0.09 c0.27 0.12 0.12 v/s Ratio Perm 0.04 0.05 c0.19 v/c Ratio 0.95 0.62 0.09 0.44 0.60 0.12 0.49 0.49 0.78 Uniform Delay, d1 50.5 28.7 22.4 42.1 24.9 19.2 38.5 38.5 41.9 Progression Factor 1.04 0.80 1.00 0.84 1.63 5.79 1.00 1.00 1.00 Incremental Delay, d2 40.3 1.3 0.3 1.7 1.4 0.3 2.3 2.2 14.0 Delay (s) 93.0 24.1 22.6 37.0 41.8 111.2 40.7 40.6 55.8 Level of Service F CCDDF DDE Approach Delay (s) 34.5 49.8 0.0 47.2 Approach LOS C D A D Intersection Summary HCM 2000 Control Delay 43.3 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 66.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
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D-11 HCM 6th Signalized Intersection Summary 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/01/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
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D-12 HCM Unsignalized Intersection Capacity Analysis 3: East Site Access & MD 198 04/01/2019
Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1325 0 0 1399 0 32 Future Volume (Veh/h) 1325 0 0 1399 0 32 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1440 0 0 1521 0 35 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 287 pX, platoon unblocked 0.83 vC, conflicting volume 1440 1947 480 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1440 1410 480 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 93 cM capacity (veh/h) 467 107 532 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 576 576 288 507 507 507 35 Volume Left 0000000 Volume Right 00000035 cSH 1700 1700 1700 1700 1700 1700 532 Volume to Capacity 0.34 0.34 0.17 0.30 0.30 0.30 0.07 Queue Length 95th (ft) 0000005 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 12.2 Lane LOS B Approach Delay (s) 0.0 0.0 12.2 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15
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D-13 HCM Unsignalized Intersection Capacity Analysis 4: West Site Access/Shopping Center Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 257 1236 46 45 1349 165 14 0 36 53 12 342 Future Volume (Veh/h) 257 1236 46 45 1349 165 14 0 36 53 12 342 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 279 1343 50 49 1466 179 15 0 39 58 13 372 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 466 pX, platoon unblocked 0.80 0.80 0.80 0.80 0.80 0.80 vC, conflicting volume 1645 1393 3136 3669 696 2832 3515 733 vC1, stage 1 conf vol 1926 1926 1564 1564 vC2, stage 2 conf vol 1210 1743 1268 1951 vCu, unblocked vol 1316 1393 3168 3831 696 2792 3640 183 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 33 90 0 100 90 0 0 44 cM capacity (veh/h) 419 487 0 1 384 4 1 666 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 279 895 498 538 977 179 54 71 372 Volume Left 279 0 0 49 0 0 15 58 0 Volume Right 0 0 50 0 0 179 39 0 372 cSH 419 1700 1700 487 1700 1700 0 3 666 Volume to Capacity 0.67 0.53 0.29 0.10 0.57 0.11 Err 24.74 0.56 Queue Length 95th (ft) 118 00800ErrErr87 Control Delay (s) 29.1 0.0 0.0 2.9 0.0 0.0 Err Err 17.0 Lane LOS D A FFC Approach Delay (s) 4.8 0.9 Err 1616.8 Approach LOS FF Intersection Summary Average Delay Err Intersection Capacity Utilization 93.9% ICU Level of Service F Analysis Period (min) 15
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D-14 HCM Signalized Intersection Capacity Analysis 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 926 68 270 1089 6 57 6 367 29 9 3 Future Volume (vph) 2 926 68 270 1089 6 57 6 367 29 9 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 3503 1770 3536 1770 1863 1583 1770 1798 Flt Permitted 0.21 1.00 0.13 1.00 0.75 1.00 1.00 0.75 1.00 Satd. Flow (perm) 392 3503 242 3536 1395 1863 1583 1403 1798 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 1007 74 293 1184 7 62 7 399 32 10 3 RTOR Reduction (vph) 04000000257020 Lane Group Flow (vph) 2 1077 0 293 1191 0 62 7 142 32 11 0 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 8 4 Actuated Green, G (s) 63.0 53.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Effective Green, g (s) 63.0 53.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Actuated g/C Ratio 0.52 0.45 0.70 0.57 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Grp Cap (vph) 314 1561 473 2018 273 364 310 274 352 v/s Ratio Prot 0.00 c0.31 c0.12 0.34 0.00 0.01 v/s Ratio Perm 0.00 0.31 0.04 c0.09 0.02 v/c Ratio 0.01 0.69 0.62 0.59 0.23 0.02 0.46 0.12 0.03 Uniform Delay, d1 13.7 26.6 19.3 16.7 40.6 38.9 42.6 39.7 39.0 Progression Factor 1.00 1.00 0.86 1.57 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.0 2.5 5.3 1.1 1.9 0.1 4.8 0.9 0.2 Delay (s) 13.7 29.1 21.8 27.3 42.5 39.0 47.4 40.6 39.2 Level of Service BC CC DDDDD Approach Delay (s) 29.1 26.2 46.6 40.2 Approach LOS CCDD Intersection Summary HCM 2000 Control Delay 30.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.62 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
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D-15 HCM 6th Signalized Intersection Summary 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 2 926 68 270 1089 6 57 6 367 29 9 3 Future Volume (veh/h) 2 926 68 270 1089 6 57 6 367 29 9 3 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 2 1007 74 293 1184 7 62 7 0 32 10 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 371 1496 110 525 2068 12 326 366 332 271 81 Arrive On Green 0.08 0.45 0.45 0.20 0.57 0.57 0.20 0.20 0.00 0.20 0.20 0.20 Sat Flow, veh/h 1781 3356 247 1781 3622 21 1401 1870 1585 1409 1381 414 Grp Volume(v), veh/h 2 533 548 293 581 610 62 7 0 32 0 13 Grp Sat Flow(s),veh/h/ln 1781 1777 1826 1781 1777 1867 1401 1870 1585 1409 0 1796 Q Serve(g_s), s 0.1 28.5 28.5 8.0 25.0 25.0 4.5 0.4 0.0 2.3 0.0 0.7 Cycle Q Clear(g_c), s 0.1 28.5 28.5 8.0 25.0 25.0 5.2 0.4 0.0 2.6 0.0 0.7 Prop In Lane 1.00 0.14 1.00 0.01 1.00 1.00 1.00 0.23 Lane Grp Cap(c), veh/h 371 792 814 525 1014 1065 326 366 332 0 352 V/C Ratio(X) 0.01 0.67 0.67 0.56 0.57 0.57 0.19 0.02 0.10 0.00 0.04 Avail Cap(c_a), veh/h 371 792 814 525 1014 1065 326 366 332 0 352 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 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 14.0 26.3 26.3 16.4 16.4 16.4 41.2 38.9 0.0 40.0 0.0 39.1 Incr Delay (d2), s/veh 0.0 4.5 4.4 4.2 2.3 2.2 1.3 0.1 0.0 0.6 0.0 0.2 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(50%),veh/ln 0.0 12.9 13.2 4.3 10.5 11.0 1.7 0.2 0.0 0.8 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 14.0 30.9 30.7 20.6 18.8 18.7 42.5 39.0 0.0 40.6 0.0 39.3 LnGrp LOS B C C C B B D D D A D Approach Vol, veh/h 1083 1484 69 A 45 Approach Delay, s/veh 30.8 19.1 42.1 40.2 Approach LOS C B D D Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 75.0 30.0 30.0 60.0 30.0 Change Period (Y+Rc), s 5.5 6.5 6.5 6.0 6.5 6.5 Max Green Setting (Gmax), s 9.5 68.5 23.5 24.0 53.5 23.5 Max Q Clear Time (g_c+I1), s 2.1 27.0 4.6 10.0 30.5 7.2 Green Ext Time (p_c), s 0.0 1.3 0.1 0.7 1.2 0.1 Intersection Summary HCM 6th Ctrl Delay 24.8 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
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D-16 15585/15595 Old Columbia Pike Property Intersection: 1: MD 198/US 29 NB Ramp Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Existing Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak
US 29 NB Ramp MD 198 323 R1 411 318 1336 T 3 300 1094 1002 2L 1233 3T LTLR MD 198 111 265 416 161 333 US 29 NB NB 29 US Ramp Off 0 0
D-17 Intersection Control: Signal: X Stop:
Split: Ways:
Opposing PCE Number Travel eft-Tu Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 0 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 TRUE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB T 1002 0.37 371 01.000 371 0 EB T 1233 0.37456 01.00 0 456 WB T1336 0.37 494 318 0.53 169663 * 663 WB T 1094 0.37405 300 0.53 159 564 * NB TL161 1.00 161 0 1.00 0161 * 161 NB TL 265 1.00265 0 1.00 0 265 * 0 0 Note: SUM824 Note: SUM 829 A A 15585/15595 Old Columbia Pike Property Intersection: 2: MD 198/Old Columbia Pike/US 29 SB Ramp Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Existing TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 520 227 471 459 104 469 1112
Old Columb ia Pike RTTLLMD 198 144 R1 172 84 931 1 L T 2 231 879 970 247 3 T L 2 1153 276 121 1R 131 MD 198 US 29 SB Ramp
Intersection Control: Signal:X Stop: D-18 Split: Ways:
Opposing PCE Number Travel eft-Tu Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 84 EB 0 WB 144 RTOR/Overlap (PM): NB 0 SB 231 EB 0 WB 172 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE TRUE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB T 970 0.37 359 247 0.53 131 490 0 EB T 1153 0.37 427 276 0.53 146 573 WB T 931 0.53 493 84 1.00 84 577 * 577 WB T 879 0.53 466 231 1.00 231 697 * 0 SB TL 573 0.30 172 0 1.00 0 172 * 172 SB TL 698 0.30 209 01.000 209 * 0 Note: SUM 749 Note: SUM 906 A A 15585/15595 Old Columbia Pike Property Intersection: 3: MD 198/East Site access Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Existing TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak
MD 198 T3 1390 1399 1133 2T 1325 0 1TR 0 MD 198 R 1 East Site acces s 32 58
Intersection Control: Signal: Stop: X D-19 Split: Ways: N
Opposing PCE Number Travel eft-Tu Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 0 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1133 0.37 419 01.000 419 0 EB TR 1325 0.37490 01.00 0 490 WB T1390 0.37 514 0 1.00 0514 * 514 WB T 1399 0.37518 01.00 0 518 * NB R58 1.00 58 0 1.00 058 * 58 NB R321.0032 01.00 032* 0 0 Note: SUM572 Note: SUM 550 A A 15585/15595 Old Columbia Pike Property Intersection: 4: MD 198/Shopping Center Access/West Site access Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Existing TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 342 12 53 95 0 14 11
Shoppi ng Center Access RTL MD 198 56 R1 165 165 1292 1 L T 1 257 1349 1068 57 1 T TL 1 1236 45 85 1TR 46 MD 198 LTR 1 West West Site access 14 0 36 17 0 51
D-20 Intersection Control: Signal: Stop: X Split: Ways: N/S
Opposing PCE Number Travel eft-Tu Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 95 EB 0 WB 14 RTOR/Overlap (PM): NB 0 SB 257 EB 0 WB 53 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 TRUE TRUE FALSE TRUE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use LaneOpposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1153 0.53 611 57 1.00 57 668 0 EB TR 1282 0.53679 45 1.00 45 724 WB TL1349 0.53 715 165 1.00 165880 * 880 WB TL 1394 0.53739 257 1.00 257 996 * NB LTR68 1.00 68 14 1.00 1482 * 82 NB LTR 50 1.0050 53 1.00 53 103 * SB TL14 1.00 14 17 1.00 17 31 0 SB R851.0085 14 1.00 1499 0 Note: SUM962 Note: SUM 1099 A B 15585/15595 Old Columbia Pike Property Intersection: 5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Existing TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 3 9 29 6 12 16 11
Burtonsvi lle Elementa ry School access TR L MD 198 6 TR 1 6 9 1068 1 L T 1 2 1089 929 326 1 T L 1 926 270 78 1TR 68 MD 198 LTR 111 Old Columbi a Pike (west) 57 6 367 115 8 252
D-21 Intersection Control: Signal: X Stop: Split: Ways:
Opposing PCE Number Travel eft-Tu Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 252 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 270 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1007 0.53 534 326 1.00 326860 * 860 EB TR 994 0.53527 270 1.00 270 797 * WB TR1074 0.53 569 9 1.00 9 578 0 WB TR 1095 0.53580 21.00 2 582 NB T8 1.00 8 16 1.00 16 24 0 NB R 97 1.0097 29 1.00 29 126 * SB TR18 1.00 18 115 1.00 115133 * 133 SB TR 12 1.0012 57 1.00 57 69 0 Note: SUM993 Note: SUM 923 A A 15585/15595 Old Columbia Pike April 2019
APPENDIX E TRAFFIC FORECASTING WORKSHEETS
1: MD 198/US 29 NB Ramp AM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out N/A MD 198 US 29 NB Ramp MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume - - - 323 1,336 - 333 - 161 - 1,002 318 Growth ------
1. Burtonsville Town Square 130 100 - - - - 33 - - - 33 - 25 10 2. Bernstein Property 2 6 - - - - 1 - - - 1 - 2 1 3. Fairland Golf Community 14 41 - - - 2 8 - - - - - 3 - 4. Chinese Christian Church 2 1 - - - - 1 - 1 - - - 1 - 5. Konterra Town Center East - Residential/Hotel3 398 1,123 - - - 22 34 - - - - - 8 - 5. Konterra Town Center East - Office 1,431 187 - - - 9 11 - - - - - 157 - 5. Konterra Town Center East - Retail 397 243 - - - 12 12 - - - - - 20 -
Subtotal 2,374 1,702 - - - 45 100 - 1 - 34 - 216 11
Background - - - 368 1,436 - 334 - 195 - 1,218 329
New Site Trips 27 22 - - - - 3 - - - 8 - 2 7 By-Pass Trips AM 26 25 ------
Total Future - - - 368 1,439 - 334 - 203 - 1,220 336
1: MD 198/US 29 NB Ramp PM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out N/A MD 198 US 29 NB Ramp MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume - - - 411 1,094 - 416 - 265 - 1,233 300 Growth ------
1. Burtonsville Town Square 407 434 - - - - 102 - - - 102 - 109 43 2. Bernstein Property 3 1 - - - - 1 - - - 1 - 1 - 3. Fairland Golf Community 37 22 - - - 1 4 - - - - - 9 - 4. Chinese Christian Church 3 3 - - - - 2 - 1 - - - 1 - 5. Konterra Town Center East - Residential/Hotel3 1,019 578 - - - 12 17 - - - - - 20 - 5. Konterra Town Center East - Office 322 1,668 - - - 83 100 - - - - - 35 - 5. Konterra Town Center East - Retail 1,310 1,356 - - - 68 68 - - - - - 66 -
Subtotal 3,101 4,063 - - - 164 294 - 1 - 103 - 241 43
Background - - - 575 1,388 - 417 - 368 - 1,474 343
New Site Trips 71 74 - - - - 7 - - - 22 - 8 22 By-Pass Trips PM 51 53 ------
Total Future - - - 575 1,395 - 417 - 390 - 1,482 365 2: MD 198/Old Columbia Pike/US 29 SB Ramp 15585/15595 AM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out Old Columbia Pike MD 198 US 29 SB Ramp MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume 459 104 469 144 931 247 - - - 121 970 84 Growth ------
1. Burtonsville Town Square 130 100 - 25 35 33 33 ------2. Bernstein Property 2 6 - 3 3 2 ------3. Fairland Golf Community 14 41 - - 1 - 8 - - - - - 3 - 4. Chinese Christian Church 2 1 ------1 - 5. Konterra Town Center East - Residential/Hotel3 398 1,123 - - 8 - 34 - - - - - 12 - 5. Konterra Town Center East - Office 1,431 187 - - 72 - 9 - - - - - 86 - 5. Konterra Town Center East - Retail 397 243 - - 20 - 12 - - - - - 20 -
Subtotal 2,374 1,702 - 28 139 35 96 - - - - - 122 -
Background 459 132 608 179 1,027 247 - - - 121 1,092 84
New Site Trips 27 22 8 - - - 11 - - - - 6 9 - By-Pass Trips AM 26 25 ------
Total Future 467 132 608 179 1,038 247 - - - 127 1,101 84
2: MD 198/Old Columbia Pike/US 29 SB Ramp 15585/15595 PM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out Old Columbia Pike MD 198 US 29 SB Ramp MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume 520 227 471 172 879 276 - - - 131 1,153 231 Growth ------
1. Burtonsville Town Square 407 434 - 109 152 102 102 ------2. Bernstein Property 3 1 - 1 1 2 ------3. Fairland Golf Community 37 22 - - 2 - 4 - - - - - 7 - 4. Chinese Christian Church 3 3 - - - - 1 1 - - - - 1 - 5. Konterra Town Center East - Residential/Hotel3 1,019 578 - - 20 - 17 - - - - - 31 - 5. Konterra Town Center East - Office 322 1,668 - - 16 - 83 - - - - - 19 - 5. Konterra Town Center East - Retail 1,310 1,356 - - 66 - 68 - - - - - 66 -
Subtotal 3,101 4,063 - 110 257 104 275 1 - - - - 124 -
Background 520 337 728 276 1,154 277 - - - 131 1,277 231
New Site Trips 71 74 21 - - - 29 - - - - 22 30 - By-Pass Trips AM 51 53 ------
Total Future 541 337 728 276 1,183 277 - - - 153 1,307 231 3: MD 198/East Site access - AM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out N/A MD 198 East Site access MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume - - - - 1,390 - 58 - - - 1,133 - Growth ------
1. Burtonsville Town Square 130 100 - - - - 33 ------2. Bernstein Property 2 6 ------3. Fairland Golf Community 14 41 - - - - 8 - - - - - 3 - 4. Chinese Christian Church 2 1 ------1 - 5. Konterra Town Center East - Residential/Hotel3 398 1,123 - - - - 34 - - - - - 12 - 5. Konterra Town Center East - Office 1,431 187 - - - - 9 - - - - - 72 - 5. Konterra Town Center East - Retail 397 243 - - - - 12 - - - - - 20 -
Subtotal 2,374 1,702 - - - - 96 - - - - - 108 -
Background - - - - 1,486 - 58 - - - 1,241 -
New Site Trips 27 22 - - - - 19 - 8 - - - 7 - By-Pass Trips AM 26 25 ------10 - - - - -
Total Future - - - - 1,505 - 76 - - - 1,248 -
3: MD 198/East Site access - PM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out N/A MD 198 East Site access MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume - - - - 1,399 - 32 - - - 1,325 - Growth ------
1. Burtonsville Town Square 407 434 - - - - 102 ------2. Bernstein Property 3 1 ------3. Fairland Golf Community 37 22 - - - - 4 - - - - - 7 - 4. Chinese Christian Church 3 3 - - - - 1 - - - - - 1 - 5. Konterra Town Center East - Residential/Hotel3 1,019 578 - - - - 17 - - - - - 31 - 5. Konterra Town Center East - Office 322 1,668 - - - - 83 - - - - - 16 - 5. Konterra Town Center East - Retail 1,310 1,356 - - - - 68 - - - - - 66 -
Subtotal 3,101 4,063 - - - - 275 - - - - - 121 -
Background - - - - 1,674 - 32 - - - 1,446 -
New Site Trips 71 74 - - - - 50 - 29 - - - 23 - By-Pass Trips PM 51 53 ------22 - - - - -
Total Future - - - - 1,724 - 83 - - - 1,469 - 4: MD 198/Shopping Center Access/West Site access 15585/15595 AM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out Shopping Center Access MD 198 West Site access MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume 95 - 14 56 1,292 57 51 - 17 85 1,068 165 Growth ------
1. Burtonsville Town Square 130 100 26 - - - - 20 - - - 33 - - 2. Bernstein Property 2 6 ------3. Fairland Golf Community 14 41 - - - - 8 - - - - - 3 - 4. Chinese Christian Church 2 1 ------1 - 5. Konterra Town Center East - Residential/Hotel3 398 1,123 - - - - 34 - - - - - 12 - 5. Konterra Town Center East - Office 1,431 187 - - - - 9 - - - - - 72 - 5. Konterra Town Center East - Retail 397 243 - - - - 12 - - - - - 20 -
Subtotal 2,374 1,702 26 - - - 63 20 - - - 33 108 -
Background 121 - 14 56 1,355 77 51 - 17 118 1,176 165
New Site Trips 27 22 - - - - - 19 7 - 7 8 - - By-Pass Trips AM 26 25 - - - - (7) 7 9 - 6 20 (20) -
Total Future 121 - 14 56 1,348 103 67 - 30 146 1,156 165
4: MD 198/Shopping Center Access/West Site access 15585/15595 PM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out Shopping Center Access MD 198 West Site access MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume 342 12 53 165 1,349 45 36 - 14 46 1,236 257 Growth ------
1. Burtonsville Town Square 407 434 81 - - - - 87 - - - 102 - - 2. Bernstein Property 3 1 ------3. Fairland Golf Community 37 22 - - - - 4 - - - - - 7 - 4. Chinese Christian Church 3 3 - - - - 1 - - - - - 1 - 5. Konterra Town Center East - Residential/Hotel3 1,019 578 - - - - 17 - - - - - 31 - 5. Konterra Town Center East - Office 322 1,668 - - - - 83 - - - - - 16 - 5. Konterra Town Center East - Retail 1,310 1,356 - - - - 68 - - - - - 66 -
Subtotal 3,101 4,063 81 - - - 173 87 - - - 102 121 -
Background 423 12 53 165 1,522 132 36 - 14 148 1,357 257
New Site Trips 71 74 - - - - - 50 23 - 22 21 - - By-Pass Trips AM 51 53 - - - - (13) 13 18 - 13 38 (38) -
Total Future 423 12 53 165 1,509 195 77 - 49 207 1,319 257 5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) 15585/15595 AM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out Burtonsville Elementary School access MD 198 Old Columbia Pike (west) MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume 6 12 16 6 1,068 326 252 8 115 78 929 9 Growth ------
1. Burtonsville Town Square 130 100 - - - - 25 5 7 - - - 33 - 2. Bernstein Property 2 6 ------3. Fairland Golf Community 14 41 - - - - 8 - - - - - 3 - 4. Chinese Christian Church 2 1 ------1 - 5. Konterra Town Center East - Residential/Hotel3 398 1,123 - - - - 34 - - - - - 12 - 5. Konterra Town Center East - Office 1,431 187 - - - - 9 - - - - - 72 - 5. Konterra Town Center East - Retail 397 243 - - - - 12 - - - - - 20 -
Subtotal 2,374 1,702 - - - - 88 5 7 - - - 141 -
Background 6 12 16 6 1,156 331 259 8 115 78 1,070 9
New Site Trips 27 22 - - - - 6 1 1 - - - 7 - By-Pass Trips AM 26 25 ------
Total Future 6 12 16 6 1,162 332 260 8 115 78 1,077 9
5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) 15585/15595 PM Peak Hour
Southbound Westbound Northbound Eastbound Traffic Component In Out Burtonsville Elementary School access MD 198 Old Columbia Pike (west) MD 198 Right Through Left Right Through Left Right Through Left Right Through Left
Existing Traffic Volume 3 9 29 6 1,089 270 367 6 57 68 926 2 Growth ------
1. Burtonsville Town Square 407 434 - - - - 109 22 20 - - - 102 - 2. Bernstein Property 3 1 ------3. Fairland Golf Community 37 22 - - - - 4 - - - - - 7 - 4. Chinese Christian Church 3 3 - - - - 1 - - - - - 1 - 5. Konterra Town Center East - Residential/Hotel3 1,019 578 - - - - 17 - - - - - 31 - 5. Konterra Town Center East - Office 322 1,668 - - - - 83 - - - - - 16 - 5. Konterra Town Center East - Retail 1,310 1,356 - - - - 68 - - - - - 66 -
Subtotal 3,101 4,063 - - - - 282 22 20 - - - 223 -
Background 3 9 29 6 1,371 292 387 6 57 68 1,149 2
New Site Trips 71 74 - - - - 18 4 3 - - - 18 - By-Pass Trips AM 51 53 ------
Total Future 3 9 29 6 1,389 296 390 6 57 68 1,167 2 15585/15595 Old Columbia Pike April 2019
APPENDIX F BACKGROUND CONDITIONS SYNCHRO 10 RESULTS & CLVs
HCM Signalized Intersection Capacity Analysis 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 329 1218 0 0 1436 368 195 0 334 0 0 0 Future Volume (vph) 329 1218 0 0 1436 368 195 0 334 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Util. Factor 0.97 0.91 0.91 1.00 0.95 0.95 1.00 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot) 3433 5085 5085 1583 1681 1681 1583 Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm) 3433 5085 5085 1583 1681 1681 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 358 1324 0 0 1561 400 212 0 363 0 0 0 RTOR Reduction (vph) 000002310051000 Lane Group Flow (vph) 358 1324 0 0 1561 169 106 106 312 0 0 0 Turn Type Prot NA NA Perm Split NA Perm Protected Phases 1 6 2 4 4 Permitted Phases 2 4 Actuated Green, G (s) 16.5 71.5 49.5 49.5 36.5 36.5 36.5 Effective Green, g (s) 16.5 71.5 49.5 49.5 36.5 36.5 36.5 Actuated g/C Ratio 0.14 0.60 0.41 0.41 0.30 0.30 0.30 Clearance Time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Grp Cap (vph) 472 3029 2097 652 511 511 481 v/s Ratio Prot c0.10 0.26 c0.31 0.06 0.06 v/s Ratio Perm 0.11 c0.20 v/c Ratio 0.76 0.44 0.74 0.26 0.21 0.21 0.65 Uniform Delay, d1 49.8 13.3 29.9 23.2 31.0 31.0 36.2 Progression Factor 0.79 1.22 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 9.6 0.4 2.4 1.0 0.9 0.9 6.6 Delay (s) 49.1 16.5 32.3 24.2 31.9 31.9 42.8 Level of Service DB CCCCD Approach Delay (s) 23.5 30.7 38.8 0.0 Approach LOS C C D A Intersection Summary HCM 2000 Control Delay 28.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.5 Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Background AM Synchro 10 Report W+A Page 1
F-1 HCM 6th Signalized Intersection Summary 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/01/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Background AM Synchro 10 Report W+A Page 2
F-2 HCM Signalized Intersection Capacity Analysis 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 84 1092 121 247 1027 179 0 0 0 608 132 459 Future Volume (vph) 84 1092 121 247 1027 179 0 0 0 608 132 459 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 5085 1583 3433 3539 1583 3044 3110 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 5085 1583 3433 3539 1583 3044 3110 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 91 1187 132 268 1116 195 0 0 0 661 143 499 RTOR Reduction (vph) 0 0 70 0 0 98 00000226 Lane Group Flow (vph) 91 1187 62 268 1116 98 0 0 0 443 361 273 Turn Type Prot NA Perm Prot NA Perm Split NA Perm Protected Phases 1 6 5 2 4 4 Permitted Phases 6 2 4 Actuated Green, G (s) 13.0 56.5 56.5 16.5 60.0 60.0 29.0 29.0 29.0 Effective Green, g (s) 13.0 56.5 56.5 16.5 60.0 60.0 29.0 29.0 29.0 Actuated g/C Ratio 0.11 0.47 0.47 0.14 0.50 0.50 0.24 0.24 0.24 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 5.0 0.2 0.2 5.0 0.2 0.2 5.0 5.0 5.0 Lane Grp Cap (vph) 191 2394 745 472 1769 791 735 751 382 v/s Ratio Prot 0.05 0.23 c0.08 c0.32 0.15 0.12 v/s Ratio Perm 0.04 0.06 c0.17 v/c Ratio 0.48 0.50 0.08 0.57 0.63 0.12 0.60 0.48 0.71 Uniform Delay, d1 50.3 21.9 17.5 48.4 21.9 16.0 40.4 39.0 41.7 Progression Factor 1.37 0.34 0.02 1.21 0.47 0.30 1.00 1.00 1.00 Incremental Delay, d2 2.8 0.5 0.2 1.9 1.2 0.2 2.1 1.0 7.7 Delay (s) 71.8 7.9 0.4 60.6 11.6 5.0 42.4 40.1 49.4 Level of Service EAAEBA DDD Approach Delay (s) 11.3 19.1 0.0 44.4 Approach LOS B B A D Intersection Summary HCM 2000 Control Delay 24.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.67 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 66.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Background AM Synchro 10 Report W+A Page 3
F-3 HCM 6th Signalized Intersection Summary 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/01/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Background AM Synchro 10 Report W+A Page 4
F-4 HCM Unsignalized Intersection Capacity Analysis 3: East Site Access & MD 198 04/01/2019
Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1241 0 0 1486 1 58 Future Volume (Veh/h) 1241 0 0 1486 1 58 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1349 0 0 1615 1 63 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 287 pX, platoon unblocked 0.80 vC, conflicting volume 1349 1887 450 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1349 1230 450 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 99 89 cM capacity (veh/h) 506 136 557 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 540 540 270 538 538 538 64 Volume Left 0000001 Volume Right 00000063 cSH 1700 1700 1700 1700 1700 1700 531 Volume to Capacity 0.32 0.32 0.16 0.32 0.32 0.32 0.12 Queue Length 95th (ft) 00000010 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 12.7 Lane LOS B Approach Delay (s) 0.0 0.0 12.7 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 39.0% ICU Level of Service A Analysis Period (min) 15
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F-5 HCM Unsignalized Intersection Capacity Analysis 4: West Site Access/Shopping Center Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 165 1176 118 77 1355 56 17 0 51 14 0 121 Future Volume (Veh/h) 165 1176 118 77 1355 56 17 0 51 14 0 121 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 179 1278 128 84 1473 61 18 0 55 15 0 132 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 466 pX, platoon unblocked 0.77 0.77 0.77 0.77 0.77 0.77 vC, conflicting volume 1534 1406 2736 3402 703 2693 3405 736 vC1, stage 1 conf vol 1700 1700 1641 1641 vC2, stage 2 conf vol 1036 1702 1052 1764 vCu, unblocked vol 1093 1406 2657 3523 703 2601 3527 55 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 63 83 53 100 86 54 100 83 cM capacity (veh/h) 488 481 38 2 380 33 2 768 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 179 852 554 575 982 61 73 15 132 Volume Left 179 0 0 84 0 0 18 15 0 Volume Right 0 0 128 0 0 61 55 0 132 cSH 488 1700 1700 481 1700 1700 118 33 768 Volume to Capacity 0.37 0.50 0.33 0.17 0.58 0.04 0.62 0.46 0.17 Queue Length 95th (ft) 42 0 0 16 0 0 78 38 15 Control Delay (s) 16.6 0.0 0.0 5.0 0.0 0.0 75.3 187.7 10.7 Lane LOS C A FFB Approach Delay (s) 1.9 1.8 75.3 28.7 Approach LOS FD Intersection Summary Average Delay 4.5 Intersection Capacity Utilization 96.7% ICU Level of Service F Analysis Period (min) 15
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F-6 HCM Signalized Intersection Capacity Analysis 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1070 78 331 1156 6 115 8 259 16 12 6 Future Volume (vph) 9 1070 78 331 1156 6 115 8 259 16 12 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 3503 1770 3536 1770 1863 1583 1770 1765 Flt Permitted 0.21 1.00 0.07 1.00 0.74 1.00 1.00 0.75 1.00 Satd. Flow (perm) 387 3503 139 3536 1386 1863 1583 1400 1765 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 10 1163 85 360 1257 7 125 9 282 17 13 7 RTOR Reduction (vph) 04000000227060 Lane Group Flow (vph) 10 1244 0 360 1264 0 125 9 55 17 14 0 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 8 4 Actuated Green, G (s) 57.0 47.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Effective Green, g (s) 57.0 47.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Actuated g/C Ratio 0.48 0.40 0.70 0.57 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Grp Cap (vph) 293 1386 504 2018 271 364 310 274 345 v/s Ratio Prot 0.00 c0.36 c0.18 0.36 0.00 0.01 v/s Ratio Perm 0.01 0.32 c0.09 0.03 0.01 v/c Ratio 0.03 0.90 0.71 0.63 0.46 0.02 0.18 0.06 0.04 Uniform Delay, d1 16.7 34.0 31.5 17.2 42.7 39.0 40.2 39.3 39.1 Progression Factor 1.00 1.00 1.11 0.59 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 9.4 6.7 1.2 5.6 0.1 1.3 0.4 0.2 Delay (s) 16.9 43.4 41.7 11.3 48.2 39.1 41.5 39.7 39.3 Level of Service BD DB DDDDD Approach Delay (s) 43.2 18.0 43.4 39.5 Approach LOS D B D D Intersection Summary HCM 2000 Control Delay 30.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 79.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Background AM Synchro 10 Report W+A Page 7
F-7 HCM 6th Signalized Intersection Summary 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/01/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 1070 78 331 1156 6 115 8 259 16 12 6 Future Volume (veh/h) 9 1070 78 331 1156 6 115 8 259 16 12 6 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 1163 85 360 1257 7 125 9 0 17 13 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 351 1329 97 539 2068 12 320 366 330 224 121 Arrive On Green 0.08 0.40 0.40 0.25 0.57 0.57 0.20 0.20 0.00 0.20 0.20 0.20 Sat Flow, veh/h 1781 3358 245 1781 3623 20 1392 1870 1585 1406 1144 616 Grp Volume(v), veh/h 10 615 633 360 616 648 125 9 0 17 0 20 Grp Sat Flow(s),veh/h/ln 1781 1777 1826 1781 1777 1867 1392 1870 1585 1406 0 1760 Q Serve(g_s), s 0.4 38.4 38.5 14.9 27.4 27.4 9.6 0.5 0.0 1.2 0.0 1.1 Cycle Q Clear(g_c), s 0.4 38.4 38.5 14.9 27.4 27.4 10.7 0.5 0.0 1.7 0.0 1.1 Prop In Lane 1.00 0.13 1.00 0.01 1.00 1.00 1.00 0.35 Lane Grp Cap(c), veh/h 351 703 723 539 1014 1066 320 366 330 0 345 V/C Ratio(X) 0.03 0.87 0.88 0.67 0.61 0.61 0.39 0.02 0.05 0.00 0.06 Avail Cap(c_a), veh/h 351 703 723 539 1014 1066 320 366 330 0 345 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 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.8 33.5 33.5 26.5 16.9 16.9 43.6 39.0 0.0 39.7 0.0 39.2 Incr Delay (d2), s/veh 0.1 14.2 14.0 6.4 2.7 2.6 3.6 0.1 0.0 0.3 0.0 0.3 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(50%),veh/ln 0.2 19.0 19.5 4.9 11.5 12.1 3.6 0.2 0.0 0.4 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.0 47.7 47.6 32.9 19.6 19.5 47.2 39.1 0.0 40.0 0.0 39.6 LnGrp LOS B D D C B B D D D A D Approach Vol, veh/h 1258 1624 134 A 37 Approach Delay, s/veh 47.4 22.5 46.6 39.7 Approach LOS DCDD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 75.0 30.0 36.0 54.0 30.0 Change Period (Y+Rc), s 5.5 6.5 6.5 6.0 6.5 6.5 Max Green Setting (Gmax), s 9.5 68.5 23.5 30.0 47.5 23.5 Max Q Clear Time (g_c+I1), s 2.4 29.4 3.7 16.9 40.5 12.7 Green Ext Time (p_c), s 0.0 1.5 0.1 0.9 1.2 0.2 Intersection Summary HCM 6th Ctrl Delay 34.0 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
Cheng Property 03/26/2019 Background AM Synchro 10 Report W+A Page 8
F-8 HCM Signalized Intersection Capacity Analysis 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 343 1474 0 0 1388 575 368 0 417 0 0 0 Future Volume (vph) 343 1474 0 0 1388 575 368 0 417 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Util. Factor 0.97 0.91 0.91 1.00 0.95 0.95 1.00 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot) 3433 5085 5085 1583 1681 1681 1583 Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm) 3433 5085 5085 1583 1681 1681 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 373 1602 0 0 1509 625 400 0 453 0 0 0 RTOR Reduction (vph) 000003730051000 Lane Group Flow (vph) 373 1602 0 0 1509 252 200 200 402 0 0 0 Turn Type Prot NA NA Perm Split NA Perm Protected Phases 1 6 2 4 4 Permitted Phases 2 4 Actuated Green, G (s) 22.5 71.5 43.5 43.5 36.5 36.5 36.5 Effective Green, g (s) 22.5 71.5 43.5 43.5 36.5 36.5 36.5 Actuated g/C Ratio 0.19 0.60 0.36 0.36 0.30 0.30 0.30 Clearance Time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Grp Cap (vph) 643 3029 1843 573 511 511 481 v/s Ratio Prot 0.11 c0.32 c0.30 0.12 0.12 v/s Ratio Perm 0.16 c0.25 v/c Ratio 0.58 0.53 0.82 0.44 0.39 0.39 0.84 Uniform Delay, d1 44.4 14.3 34.7 29.0 33.0 33.0 39.0 Progression Factor 1.20 1.12 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.6 0.5 4.2 2.4 2.2 2.2 15.7 Delay (s) 56.0 16.6 38.9 31.5 35.2 35.2 54.7 Level of Service EB DCDDD Approach Delay (s) 24.0 36.7 45.6 0.0 Approach LOS C D D A Intersection Summary HCM 2000 Control Delay 33.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.5 Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 1 HCM 6th Signalized Intersection Summary 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/15/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 2 HCM Signalized Intersection Capacity Analysis 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 231 1277 131 277 1154 276 0 0 0 728 337 520 Future Volume (vph) 231 1277 131 277 1154 276 0 0 0 728 337 520 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (prot) 1770 5085 1583 3433 3539 1583 3044 3145 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (perm) 1770 5085 1583 3433 3539 1583 3044 3145 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 251 1388 142 301 1254 300 0 0 0 791 366 565 RTOR Reduction (vph) 0 0 85 0 0 150 00000237 Lane Group Flow (vph) 251 1388 57 301 1254 150 0 0 0 570 587 328 Turn Type Prot NA Perm Prot NA Perm Split NA Perm Protected Phases 1 6 5 2 4 4 Permitted Phases 6 2 4 Actuated Green, G (s) 18.0 48.0 48.0 24.0 54.0 54.0 30.0 30.0 30.0 Effective Green, g (s) 18.0 48.0 48.0 24.0 54.0 54.0 30.0 30.0 30.0 Actuated g/C Ratio 0.15 0.40 0.40 0.20 0.45 0.45 0.25 0.25 0.25 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 265 2034 633 686 1592 712 761 786 395 v/s Ratio Prot c0.14 0.27 0.09 c0.35 0.19 0.19 v/s Ratio Perm 0.04 0.09 c0.21 v/c Ratio 0.95 0.68 0.09 0.44 0.79 0.21 0.75 0.75 0.83 Uniform Delay, d1 50.5 29.7 22.4 42.1 28.1 20.0 41.5 41.5 42.6 Progression Factor 1.01 0.91 1.62 0.77 1.64 5.57 1.00 1.00 1.00 Incremental Delay, d2 37.8 1.5 0.2 1.4 2.7 0.4 6.7 6.4 18.0 Delay (s) 88.9 28.5 36.6 33.6 48.9 112.1 48.2 47.9 60.6 Level of Service F CDCDF DDE Approach Delay (s) 37.7 56.6 0.0 52.2 Approach LOS D E A D Intersection Summary HCM 2000 Control Delay 48.9 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 74.9% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 3 HCM 6th Signalized Intersection Summary 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/15/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 4 HCM Unsignalized Intersection Capacity Analysis 3: East Site Access & MD 198 04/15/2019
Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1446 0 0 1674 0 32 Future Volume (Veh/h) 1446 0 0 1674 0 32 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1572 0 0 1820 0 35 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 287 pX, platoon unblocked 0.73 vC, conflicting volume 1572 2179 524 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1572 1307 524 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 93 cM capacity (veh/h) 415 110 498 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 629 629 314 607 607 607 35 Volume Left 0000000 Volume Right 00000035 cSH 1700 1700 1700 1700 1700 1700 498 Volume to Capacity 0.37 0.37 0.18 0.36 0.36 0.36 0.07 Queue Length 95th (ft) 0000006 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 12.8 Lane LOS B Approach Delay (s) 0.0 0.0 12.8 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 42.3% ICU Level of Service A Analysis Period (min) 15
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 5 HCM Unsignalized Intersection Capacity Analysis 4: West Site Access/Shopping Center Access & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 257 1357 148 132 1522 165 14 0 36 53 12 423 Future Volume (Veh/h) 257 1357 148 132 1522 165 14 0 36 53 12 423 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 279 1475 161 143 1654 179 15 0 39 58 13 460 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 466 pX, platoon unblocked 0.70 0.70 0.70 0.70 0.70 0.70 vC, conflicting volume 1833 1636 3693 4232 818 3274 4134 827 vC1, stage 1 conf vol 2114 2114 1940 1940 vC2, stage 2 conf vol 1580 2119 1334 2194 vCu, unblocked vol 1334 1636 3989 4759 818 3392 4619 0 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 22 64 0 100 88 0 0 39 cM capacity (veh/h) 359 392 0 0 319 0 0 760 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 279 983 653 694 1103 179 54 71 460 Volume Left 279 0 0 143 0 0 15 58 0 Volume Right 0 0 161 0 0 179 39 0 460 cSH 359 1700 1700 392 1700 1700 0 0 760 Volume to Capacity 0.78 0.58 0.38 0.36 0.65 0.11 Err 243.16 0.61 Queue Length 95th (ft) 159 0 0 41 0 0 Err Err 104 Control Delay (s) 42.4 0.0 0.0 12.3 0.0 0.0 Err Err 16.7 Lane LOS E B FFC Approach Delay (s) 6.2 4.3 Err 1351.5 Approach LOS FF Intersection Summary Average Delay Err Intersection Capacity Utilization 107.8% ICU Level of Service G Analysis Period (min) 15
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 6 HCM Signalized Intersection Capacity Analysis 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 1149 68 292 1371 6 57 6 387 29 9 3 Future Volume (vph) 2 1149 68 292 1371 6 57 6 387 29 9 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 3510 1770 3537 1770 1863 1583 1770 1798 Flt Permitted 0.11 1.00 0.07 1.00 0.75 1.00 1.00 0.75 1.00 Satd. Flow (perm) 211 3510 125 3537 1395 1863 1583 1403 1798 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 1249 74 317 1490 7 62 7 421 32 10 3 RTOR Reduction (vph) 03000000240020 Lane Group Flow (vph) 2 1320 0 317 1497 0 62 7 181 32 11 0 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 8 4 Actuated Green, G (s) 63.0 53.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Effective Green, g (s) 63.0 53.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Actuated g/C Ratio 0.52 0.45 0.70 0.57 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Grp Cap (vph) 234 1564 415 2019 273 364 310 274 352 v/s Ratio Prot 0.00 c0.38 c0.15 c0.42 0.00 0.01 v/s Ratio Perm 0.00 0.38 0.04 c0.11 0.02 v/c Ratio 0.01 0.84 0.76 0.74 0.23 0.02 0.59 0.12 0.03 Uniform Delay, d1 15.0 29.5 34.3 19.2 40.6 38.9 43.8 39.7 39.0 Progression Factor 1.00 1.00 0.68 1.61 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 5.7 10.4 2.0 1.9 0.1 7.9 0.9 0.2 Delay (s) 15.1 35.3 33.8 32.8 42.5 39.0 51.7 40.6 39.2 Level of Service BD CC DDDDD Approach Delay (s) 35.3 33.0 50.3 40.2 Approach LOS DCDD Intersection Summary HCM 2000 Control Delay 36.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 7 HCM 6th Signalized Intersection Summary 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 2 1149 68 292 1371 6 57 6 387 29 9 3 Future Volume (veh/h) 2 1149 68 292 1371 6 57 6 387 29 9 3 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 2 1249 74 317 1490 7 62 7 0 32 10 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 296 1520 90 468 2070 10 326 366 332 271 81 Arrive On Green 0.08 0.45 0.45 0.20 0.57 0.57 0.20 0.20 0.00 0.20 0.20 0.20 Sat Flow, veh/h 1781 3409 202 1781 3627 17 1401 1870 1585 1409 1381 414 Grp Volume(v), veh/h 2 650 673 317 730 767 62 7 0 32 0 13 Grp Sat Flow(s),veh/h/ln 1781 1777 1834 1781 1777 1867 1401 1870 1585 1409 0 1796 Q Serve(g_s), s 0.1 38.4 38.5 11.6 35.9 35.9 4.5 0.4 0.0 2.3 0.0 0.7 Cycle Q Clear(g_c), s 0.1 38.4 38.5 11.6 35.9 35.9 5.2 0.4 0.0 2.6 0.0 0.7 Prop In Lane 1.00 0.11 1.00 0.01 1.00 1.00 1.00 0.23 Lane Grp Cap(c), veh/h 296 792 818 468 1014 1066 326 366 332 0 352 V/C Ratio(X) 0.01 0.82 0.82 0.68 0.72 0.72 0.19 0.02 0.10 0.00 0.04 Avail Cap(c_a), veh/h 296 792 818 468 1014 1066 326 366 332 0 352 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 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.4 29.1 29.1 25.5 18.8 18.8 41.2 38.9 0.0 40.0 0.0 39.1 Incr Delay (d2), s/veh 0.0 9.3 9.2 7.7 4.4 4.2 1.3 0.1 0.0 0.6 0.0 0.2 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(50%),veh/ln 0.0 18.0 18.6 5.0 15.4 16.1 1.7 0.2 0.0 0.8 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.4 38.4 38.3 33.2 23.2 23.0 42.5 39.0 0.0 40.6 0.0 39.3 LnGrp LOS B DDCCCDD DAD Approach Vol, veh/h 1325 1814 69 A 45 Approach Delay, s/veh 38.3 24.8 42.1 40.2 Approach LOS DCDD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 75.0 30.0 30.0 60.0 30.0 Change Period (Y+Rc), s 5.5 6.5 6.5 6.0 6.5 6.5 Max Green Setting (Gmax), s 9.5 68.5 23.5 24.0 53.5 23.5 Max Q Clear Time (g_c+I1), s 2.1 37.9 4.6 13.6 40.5 7.2 Green Ext Time (p_c), s 0.0 1.8 0.1 0.7 1.5 0.1 Intersection Summary HCM 6th Ctrl Delay 30.9 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
Cheng Property 03/26/2019 Background PM Synchro 10 Report W+A Page 8 15585/15595 Old Columbia Pike Property Intersection: 1: MD 198/US 29 NB Ramp Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Background Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak
US 29 NB Ramp MD 198 368 R1 575 329 1436 T 3 343 1388 1218 0 2L 1474
0 3T LTLR MD 198 11 1 US 29 NB NB 29 US Ramp Off 368 0 417 195 0 334
Intersection Control: Signal: X Stop:
Split: Ways:
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 0 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 TRUE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB T 1218 0.37 45101.000 451 0 EBT 1474 0.37 545 0 1.00 0 545 ##### WB T1436 0.37 531 329 0.53 174 705 * 705 WBFALSE ???? 0.37 #VALUE! 343 0.53 182 #VALUE! ##### NB TL195 1.00 195 0 1.00 0 195 * 195 NBTL 368 1.00 368 0 1.00 0 368 * 0 0 Note: SUM900 Note: SUM #VALUE! A #VALUE! 15585/15595 Old Columbia Pike Property Intersection: 2: MD 198/Old Columbia Pike/US 29 SB Ramp Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Background Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 520 337 728 459 132 608 11 1 2
Old Columb ia Pike RT TLL MD 198 179 R1 276 84 1027 1 L T 2 231 1154 1092 247 3 T L 2 1277 277 121 1R 131 MD 198 US 29 SB Ramp
Intersection Control: Signal:X Stop: Split: Ways:
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 84 EB 0 WB 179 RTOR/Overlap (PM): NB 0 SB 231 EB 0 WB 276 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE TRUE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB T 1092 0.37 404247 0.53 131 535 0 EBT 1277 0.37 472 277 0.53 147 619 WBT1027 0.53 544 841.0084 628 *628 WBT 1154 0.53 612 231 1.00 231 843 * 0 SB TL740 0.30 222 0 1.00 0 222 * 222 SBTL 1065 0.30 320 0 1.00 0 320 * 0 Note: SUM850 Note: SUM 1163 A C 15585/15595 Old Columbia Pike Property Intersection: 3: MD 198/East Site access Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Background Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak
MD 198 T3 1486 1674 1241 2T 1446 0 1TR 0 MD 198 R 1 East Site acces s 32 58
Intersection Control: Signal: Stop: X Split: Ways: N
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 0 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use LaneOpposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1241 0.37 45901.000 459 0 EBTR 1446 0.37 535 0 1.00 0 535 WBT 1486 0.37 550 0 1.00 0 550 * 550 WBT 1674 0.37 619 0 1.00 0 619 * NB R 58 1.00 580 1.00 0 58 * 58 NBR321.00 32 0 1.00 032* 0 0 Note: SUM 608 Note: SUM 651 A A 15585/15595 Old Columbia Pike Property Intersection: 4: MD 198/Shopping Center Access/West Site access Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Background Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 423 12 53 121 0 14 11
Shoppi ng Center Access RTL MD 198 56 R1 165 165 1355 1 L T 1 257 1522 1176 77 1 T TL 1 1357 132 118 1TR 148 MD 198 LTR 1 West West Site access 14 0 36 17 0 51
Intersection Control: Signal: Stop: X Split: Ways: N/S
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 121 EB 0 WB 14 RTOR/Overlap (PM): NB 0 SB 257 EB 0 WB 53 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 TRUE TRUE FALSE TRUE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1294 0.53 68677 1.00 77 763 0 EBTR 1505 0.53 798 132 1.00 132 930 WB TL1432 0.53 759 165 1.00 165 924 * 924 WBTL 1654 0.53 877 257 1.00 257 1134 * NBLTR68 1.00 68 141.0014 82 *82 NBLTR 50 1.00 50 53 1.00 53 103 SB TL14 1.00 14 17 1.00 17 31 0 SBR 166 1.00 166 14 1.00 14 180 * 0 Note: SUM1006 Note: SUM 1314 B D 15585/15595 Old Columbia Pike Property Intersection: 5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Background Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 3 9 29 6 12 16 11
Burtonsvi lle Elementa ry School access TR L MD 198 6 TR 1 6 9 1156 1 L T 1 2 1371 1070 331 1 T L 1 1149 292 78 1TR 68 MD 198 LT R 11 1 Old Columbi a Pike (west) 57 6 387 115 8 259
Intersection Control: Signal: X Stop: Split: Ways:
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 259 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 292 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1148 0.53 608331 1.00 331 939 * 939 EBTR 1217 0.53 645 292 1.00 292 937 * WB TR 1162 0.53 6169 1.00 9 625 0 WBTR 1377 0.53 730 2 1.00 2 732 NBT 81.008161.0016 24 0 NBR 95 1.00 95 29 1.00 29 124 * SB TR 18 1.00 18115 1.00 115 133 * 133 SBTR 12 1.00 12 57 1.00 57 69 0 Note: SUM 1072 Note: SUM 1061 B B 15585/15595 Old Columbia Pike April 2019
APPENDIX G TOTAL FUTURE CONDITIONS SYNCHRO 10 RESULTS & CLVs
HCM Signalized Intersection Capacity Analysis 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/12/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 336 1220 0 0 1439 368 203 0 334 0 0 0 Future Volume (vph) 336 1220 0 0 1439 368 203 0 334 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Util. Factor 0.97 0.91 0.91 1.00 0.95 0.95 1.00 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot) 3433 5085 5085 1583 1681 1681 1583 Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm) 3433 5085 5085 1583 1681 1681 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 365 1326 0 0 1564 400 221 0 363 0 0 0 RTOR Reduction (vph) 000002300051000 Lane Group Flow (vph) 365 1326 0 0 1564 170 110 111 312 0 0 0 Turn Type Prot NA NA Perm Split NA Perm Protected Phases 1 6 2 4 4 Permitted Phases 2 4 Actuated Green, G (s) 16.5 71.5 49.5 49.5 36.5 36.5 36.5 Effective Green, g (s) 16.5 71.5 49.5 49.5 36.5 36.5 36.5 Actuated g/C Ratio 0.14 0.60 0.41 0.41 0.30 0.30 0.30 Clearance Time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Grp Cap (vph) 472 3029 2097 652 511 511 481 v/s Ratio Prot c0.11 0.26 c0.31 0.07 0.07 v/s Ratio Perm 0.11 c0.20 v/c Ratio 0.77 0.44 0.75 0.26 0.22 0.22 0.65 Uniform Delay, d1 49.9 13.3 29.9 23.2 31.1 31.1 36.2 Progression Factor 0.80 1.21 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 10.3 0.4 2.5 1.0 1.0 1.0 6.6 Delay (s) 50.0 16.5 32.4 24.2 32.1 32.1 42.8 Level of Service DB CCCCD Approach Delay (s) 23.7 30.7 38.8 0.0 Approach LOS C C D A Intersection Summary HCM 2000 Control Delay 29.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.5 Intersection Capacity Utilization 57.6% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 1 HCM 6th Signalized Intersection Summary 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/12/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 2 HCM Signalized Intersection Capacity Analysis 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/12/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 84 1101 127 247 1038 179 0 0 0 608 132 467 Future Volume (vph) 84 1101 127 247 1038 179 0 0 0 608 132 467 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.97 1.00 Satd. Flow (prot) 1770 5085 1583 3433 3539 1583 3044 3110 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.97 1.00 Satd. Flow (perm) 1770 5085 1583 3433 3539 1583 3044 3110 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 91 1197 138 268 1128 195 0 0 0 661 143 508 RTOR Reduction (vph) 0 0 73 0 0 98 00000224 Lane Group Flow (vph) 91 1197 65 268 1128 98 0 0 0 443 361 284 Turn Type Prot NA Perm Prot NA Perm Split NA Perm Protected Phases 1 6 5 2 4 4 Permitted Phases 6 2 4 Actuated Green, G (s) 13.0 56.5 56.5 16.5 60.0 60.0 29.0 29.0 29.0 Effective Green, g (s) 13.0 56.5 56.5 16.5 60.0 60.0 29.0 29.0 29.0 Actuated g/C Ratio 0.11 0.47 0.47 0.14 0.50 0.50 0.24 0.24 0.24 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 5.0 0.2 0.2 5.0 0.2 0.2 5.0 5.0 5.0 Lane Grp Cap (vph) 191 2394 745 472 1769 791 735 751 382 v/s Ratio Prot 0.05 0.24 c0.08 c0.32 0.15 0.12 v/s Ratio Perm 0.04 0.06 c0.18 v/c Ratio 0.48 0.50 0.09 0.57 0.64 0.12 0.60 0.48 0.74 Uniform Delay, d1 50.3 22.0 17.5 48.4 22.0 16.0 40.4 39.0 42.0 Progression Factor 1.36 0.36 0.02 1.21 0.48 0.31 1.00 1.00 1.00 Incremental Delay, d2 2.9 0.6 0.2 1.9 1.3 0.2 2.1 1.0 9.1 Delay (s) 71.3 8.4 0.5 60.5 11.8 5.2 42.4 40.1 51.1 Level of Service EAAEBA DDD Approach Delay (s) 11.7 19.2 0.0 45.1 Approach LOS B B A D Intersection Summary HCM 2000 Control Delay 24.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 3 HCM 6th Signalized Intersection Summary 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/12/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 4 HCM Unsignalized Intersection Capacity Analysis 3: East Site Access & MD 198 04/12/2019
Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1248 0 0 1505 0 76 Future Volume (Veh/h) 1248 0 0 1505 0 76 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1357 0 0 1636 0 83 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 287 pX, platoon unblocked 0.80 vC, conflicting volume 1357 1902 452 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1357 1233 452 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 85 cM capacity (veh/h) 503 134 554 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 543 543 271 545 545 545 83 Volume Left 0000000 Volume Right 00000083 cSH 1700 1700 1700 1700 1700 1700 554 Volume to Capacity 0.32 0.32 0.16 0.32 0.32 0.32 0.15 Queue Length 95th (ft) 00000013 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 12.6 Lane LOS B Approach Delay (s) 0.0 0.0 12.6 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period (min) 15
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 5 HCM Unsignalized Intersection Capacity Analysis 4: West Site Access/Shopping Center Access & MD 198 04/12/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 165 1156 146 103 1348 56 30 0 67 14 0 121 Future Volume (Veh/h) 165 1156 146 103 1348 56 30 0 67 14 0 121 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 179 1257 159 112 1465 61 33 0 73 15 0 132 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 466 pX, platoon unblocked 0.76 0.76 0.76 0.76 0.76 0.76 vC, conflicting volume 1526 1416 2783 3444 708 2748 3463 732 vC1, stage 1 conf vol 1694 1694 1689 1689 vC2, stage 2 conf vol 1088 1750 1060 1774 vCu, unblocked vol 1073 1416 2716 3581 708 2671 3605 35 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 64 77 0 100 81 0 100 83 cM capacity (veh/h) 494 477 32 2 377 10 2 788 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 179 838 578 600 977 61 106 15 132 Volume Left 179 0 0 112 0 0 33 15 0 Volume Right 0 0 159 0 0 61 73 0 132 cSH 494 1700 1700 477 1700 1700 88 10 788 Volume to Capacity 0.36 0.49 0.34 0.23 0.57 0.04 1.21 1.54 0.17 Queue Length 95th (ft) 41 0 0 23 0 0 189 68 15 Control Delay (s) 16.4 0.0 0.0 6.7 0.0 0.0 250.0 1014.1 10.5 Lane LOS C A FFB Approach Delay (s) 1.8 2.5 250.0 112.9 Approach LOS FF Intersection Summary Average Delay 14.4 Intersection Capacity Utilization 99.3% ICU Level of Service F Analysis Period (min) 15
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 6 HCM Signalized Intersection Capacity Analysis 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/12/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 9 1077 78 332 1162 6 115 8 260 16 12 6 Future Volume (vph) 9 1077 78 332 1162 6 115 8 260 16 12 6 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.95 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 3503 1770 3536 1770 1863 1583 1770 1765 Flt Permitted 0.21 1.00 0.07 1.00 0.74 1.00 1.00 0.75 1.00 Satd. Flow (perm) 382 3503 139 3536 1386 1863 1583 1400 1765 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 10 1171 85 361 1263 7 125 9 283 17 13 7 RTOR Reduction (vph) 04000000228060 Lane Group Flow (vph) 10 1252 0 361 1270 0 125 9 55 17 14 0 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 8 4 Actuated Green, G (s) 57.0 47.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Effective Green, g (s) 57.0 47.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Actuated g/C Ratio 0.48 0.40 0.70 0.57 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Grp Cap (vph) 291 1386 504 2018 271 364 310 274 345 v/s Ratio Prot 0.00 c0.36 c0.18 0.36 0.00 0.01 v/s Ratio Perm 0.01 0.32 c0.09 0.04 0.01 v/c Ratio 0.03 0.90 0.72 0.63 0.46 0.02 0.18 0.06 0.04 Uniform Delay, d1 16.7 34.1 31.6 17.2 42.7 39.0 40.2 39.3 39.1 Progression Factor 1.00 1.00 1.11 0.60 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.2 9.9 6.7 1.2 5.6 0.1 1.3 0.4 0.2 Delay (s) 16.9 44.0 41.7 11.4 48.2 39.1 41.5 39.7 39.3 Level of Service BD DB DDDDD Approach Delay (s) 43.7 18.1 43.4 39.5 Approach LOS D B D D Intersection Summary HCM 2000 Control Delay 31.2 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 79.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 7 HCM 6th Signalized Intersection Summary 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/12/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 1077 78 332 1162 6 115 8 260 16 12 6 Future Volume (veh/h) 9 1077 78 332 1162 6 115 8 260 16 12 6 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 1171 85 361 1263 7 125 9 0 17 13 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 350 1330 96 537 2068 11 320 366 330 224 121 Arrive On Green 0.08 0.40 0.40 0.25 0.57 0.57 0.20 0.20 0.00 0.20 0.20 0.20 Sat Flow, veh/h 1781 3360 244 1781 3624 20 1392 1870 1585 1406 1144 616 Grp Volume(v), veh/h 10 619 637 361 619 651 125 9 0 17 0 20 Grp Sat Flow(s),veh/h/ln 1781 1777 1827 1781 1777 1867 1392 1870 1585 1406 0 1760 Q Serve(g_s), s 0.4 38.7 38.9 15.1 27.6 27.6 9.6 0.5 0.0 1.2 0.0 1.1 Cycle Q Clear(g_c), s 0.4 38.7 38.9 15.1 27.6 27.6 10.7 0.5 0.0 1.7 0.0 1.1 Prop In Lane 1.00 0.13 1.00 0.01 1.00 1.00 1.00 0.35 Lane Grp Cap(c), veh/h 350 703 723 537 1014 1066 320 366 330 0 345 V/C Ratio(X) 0.03 0.88 0.88 0.67 0.61 0.61 0.39 0.02 0.05 0.00 0.06 Avail Cap(c_a), veh/h 350 703 723 537 1014 1066 320 366 330 0 345 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 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.8 33.6 33.6 26.8 17.0 17.0 43.6 39.0 0.0 39.7 0.0 39.2 Incr Delay (d2), s/veh 0.2 14.7 14.5 6.6 2.7 2.6 3.6 0.1 0.0 0.3 0.0 0.3 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(50%),veh/ln 0.2 19.2 19.8 4.9 11.6 12.2 3.6 0.2 0.0 0.4 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 17.0 48.3 48.2 33.4 19.7 19.6 47.2 39.1 0.0 40.0 0.0 39.6 LnGrp LOS B D D C B B D D D A D Approach Vol, veh/h 1266 1631 134 A 37 Approach Delay, s/veh 48.0 22.7 46.6 39.7 Approach LOS DCDD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 75.0 30.0 36.0 54.0 30.0 Change Period (Y+Rc), s 5.5 6.5 6.5 6.0 6.5 6.5 Max Green Setting (Gmax), s 9.5 68.5 23.5 30.0 47.5 23.5 Max Q Clear Time (g_c+I1), s 2.4 29.6 3.7 17.1 40.9 12.7 Green Ext Time (p_c), s 0.0 1.5 0.1 0.9 1.2 0.2 Intersection Summary HCM 6th Ctrl Delay 34.4 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
Cheng Property 03/26/2019 Total Future AM Synchro 10 Report W+A Page 8 HCM Signalized Intersection Capacity Analysis 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 365 1482 0 0 1395 575 390 0 417 0 0 0 Future Volume (vph) 365 1482 0 0 1395 575 390 0 417 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Util. Factor 0.97 0.91 0.91 1.00 0.95 0.95 1.00 Frt 1.00 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot) 3433 5085 5085 1583 1681 1681 1583 Flt Permitted 0.95 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm) 3433 5085 5085 1583 1681 1681 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 397 1611 0 0 1516 625 424 0 453 0 0 0 RTOR Reduction (vph) 000003720051000 Lane Group Flow (vph) 397 1611 0 0 1516 253 212 212 402 0 0 0 Turn Type Prot NA NA Perm Split NA Perm Protected Phases 1 6 2 4 4 Permitted Phases 2 4 Actuated Green, G (s) 22.5 71.5 43.5 43.5 36.5 36.5 36.5 Effective Green, g (s) 22.5 71.5 43.5 43.5 36.5 36.5 36.5 Actuated g/C Ratio 0.19 0.60 0.36 0.36 0.30 0.30 0.30 Clearance Time (s) 5.5 5.5 5.5 5.5 6.5 6.5 6.5 Lane Grp Cap (vph) 643 3029 1843 573 511 511 481 v/s Ratio Prot c0.12 0.32 c0.30 0.13 0.13 v/s Ratio Perm 0.16 c0.25 v/c Ratio 0.62 0.53 0.82 0.44 0.41 0.41 0.84 Uniform Delay, d1 44.8 14.3 34.7 29.0 33.2 33.2 39.0 Progression Factor 1.21 1.10 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.0 0.5 4.3 2.5 2.5 2.5 15.7 Delay (s) 57.1 16.2 39.0 31.5 35.7 35.7 54.7 Level of Service EB DCDDD Approach Delay (s) 24.3 36.8 45.5 0.0 Approach LOS C D D A Intersection Summary HCM 2000 Control Delay 33.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.5 Intersection Capacity Utilization 71.4% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 1 HCM 6th Signalized Intersection Summary 1: US 29 NB Off Ramp/US 29 NB On Ramp & MD 198 04/15/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 2 HCM Signalized Intersection Capacity Analysis 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 231 1307 153 277 1183 276 0 0 0 728 337 541 Future Volume (vph) 231 1307 153 277 1183 276 0 0 0 728 337 541 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (prot) 1770 5085 1583 3433 3539 1583 3044 3145 1583 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.98 1.00 Satd. Flow (perm) 1770 5085 1583 3433 3539 1583 3044 3145 1583 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 251 1421 166 301 1286 300 0 0 0 791 366 588 RTOR Reduction (vph) 0 0 94 0 0 146 00000236 Lane Group Flow (vph) 251 1421 72 301 1286 154 0 0 0 570 587 353 Turn Type Prot NA Perm Prot NA Perm Split NA Perm Protected Phases 1 6 5 2 4 4 Permitted Phases 6 2 4 Actuated Green, G (s) 18.0 48.0 48.0 24.0 54.0 54.0 30.0 30.0 30.0 Effective Green, g (s) 18.0 48.0 48.0 24.0 54.0 54.0 30.0 30.0 30.0 Actuated g/C Ratio 0.15 0.40 0.40 0.20 0.45 0.45 0.25 0.25 0.25 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 265 2034 633 686 1592 712 761 786 395 v/s Ratio Prot c0.14 0.28 0.09 c0.36 0.19 0.19 v/s Ratio Perm 0.05 0.10 c0.22 v/c Ratio 0.95 0.70 0.11 0.44 0.81 0.22 0.75 0.75 0.89 Uniform Delay, d1 50.5 30.0 22.6 42.1 28.5 20.1 41.5 41.5 43.4 Progression Factor 1.01 0.92 1.51 0.76 1.63 5.20 1.00 1.00 1.00 Incremental Delay, d2 38.5 1.7 0.3 1.4 3.0 0.5 6.7 6.4 24.9 Delay (s) 89.4 29.2 34.4 33.2 49.4 105.0 48.2 47.9 68.4 Level of Service F CCCDF DDE Approach Delay (s) 37.9 55.6 0.0 54.9 Approach LOS D E A D Intersection Summary HCM 2000 Control Delay 49.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 18.0 Intersection Capacity Utilization 76.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 3 HCM 6th Signalized Intersection Summary 2: US 29 SB Access/Old Columbia Pike (US 29A) & MD 198 04/15/2019
HCM 6th Edition methodology does not support turning movements with shared & exclusive lanes.
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 4 HCM Unsignalized Intersection Capacity Analysis 3: East Site Access & MD 198 04/15/2019
Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (veh/h) 1469 0 0 1724 0 83 Future Volume (Veh/h) 1469 0 0 1724 0 83 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 1597 0 0 1874 0 90 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 287 pX, platoon unblocked 0.71 vC, conflicting volume 1597 2222 532 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1597 1313 532 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 82 cM capacity (veh/h) 406 107 492 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 Volume Total 639 639 319 625 625 625 90 Volume Left 0000000 Volume Right 00000090 cSH 1700 1700 1700 1700 1700 1700 492 Volume to Capacity 0.38 0.38 0.19 0.37 0.37 0.37 0.18 Queue Length 95th (ft) 00000017 Control Delay (s) 0.0 0.0 0.0 0.0 0.0 0.0 14.0 Lane LOS B Approach Delay (s) 0.0 0.0 14.0 Approach LOS B Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 40.2% ICU Level of Service A Analysis Period (min) 15
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 5 HCM Unsignalized Intersection Capacity Analysis 4: West Site Access/Shopping Center Access & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 257 1319 207 195 1509 165 49 0 77 53 12 423 Future Volume (Veh/h) 257 1319 207 195 1509 165 49 0 77 53 12 423 Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 279 1434 225 212 1640 179 53 0 84 58 13 460 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type Raised Raised Median storage veh) 1 1 Upstream signal (ft) 466 pX, platoon unblocked 0.69 0.69 0.69 0.69 0.69 0.69 vC, conflicting volume 1819 1659 3815 4348 830 3423 4281 820 vC1, stage 1 conf vol 2104 2104 2064 2064 vC2, stage 2 conf vol 1710 2243 1359 2217 vCu, unblocked vol 1282 1659 4185 4960 830 3615 4863 0 tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 24 45 0 100 73 0 0 38 cM capacity (veh/h) 369 384 0 0 314 0 0 746 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1 SB 2 Volume Total 279 956 703 759 1093 179 137 71 460 Volume Left 279 0 0 212 0 0 53 58 0 Volume Right 0 0 225 0 0 179 84 0 460 cSH 369 1700 1700 384 1700 1700 0 0 746 Volume to Capacity 0.76 0.56 0.41 0.55 0.64 0.11 Err 498.84 0.62 Queue Length 95th (ft) 151 0 0 80 0 0 Err Err 108 Control Delay (s) 39.4 0.0 0.0 21.9 0.0 0.0 Err Err 17.3 Lane LOS E C FFC Approach Delay (s) 5.7 8.2 Err 1351.9 Approach LOS FF Intersection Summary Average Delay Err Intersection Capacity Utilization 114.5% ICU Level of Service H Analysis Period (min) 15
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 6 HCM Signalized Intersection Capacity Analysis 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 2 1167 68 296 1389 6 57 6 390 29 9 3 Future Volume (vph) 2 1167 68 296 1389 6 57 6 390 29 9 3 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 1.00 1.00 0.85 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1770 3510 1770 3537 1770 1863 1583 1770 1798 Flt Permitted 0.11 1.00 0.07 1.00 0.75 1.00 1.00 0.75 1.00 Satd. Flow (perm) 201 3510 125 3537 1395 1863 1583 1403 1798 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 1268 74 322 1510 7 62 7 424 32 10 3 RTOR Reduction (vph) 03000000239020 Lane Group Flow (vph) 2 1339 0 322 1517 0 62 7 185 32 11 0 Turn Type pm+pt NA pm+pt NA Perm NA Perm Perm NA Protected Phases 1 6 5 2 8 4 Permitted Phases 6 2 8 8 4 Actuated Green, G (s) 63.0 53.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Effective Green, g (s) 63.0 53.5 83.5 68.5 23.5 23.5 23.5 23.5 23.5 Actuated g/C Ratio 0.52 0.45 0.70 0.57 0.20 0.20 0.20 0.20 0.20 Clearance Time (s) 5.5 6.5 6.0 6.5 6.5 6.5 6.5 6.5 6.5 Lane Grp Cap (vph) 229 1564 415 2019 273 364 310 274 352 v/s Ratio Prot 0.00 c0.38 c0.15 c0.43 0.00 0.01 v/s Ratio Perm 0.00 0.38 0.04 c0.12 0.02 v/c Ratio 0.01 0.86 0.78 0.75 0.23 0.02 0.60 0.12 0.03 Uniform Delay, d1 15.2 29.8 34.6 19.3 40.6 38.9 43.9 39.7 39.0 Progression Factor 1.00 1.00 0.69 1.58 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.1 6.2 10.9 2.1 1.9 0.1 8.2 0.9 0.2 Delay (s) 15.2 36.0 34.8 32.7 42.5 39.0 52.2 40.6 39.2 Level of Service BD CC DDDDD Approach Delay (s) 36.0 33.0 50.8 40.2 Approach LOS DCDD Intersection Summary HCM 2000 Control Delay 36.6 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 78.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 7 HCM 6th Signalized Intersection Summary 5: Old Columbia Pike (west)/Burtonsville Elementary School Access & MD 198 04/15/2019
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 2 1167 68 296 1389 6 57 6 390 29 9 3 Future Volume (veh/h) 2 1167 68 296 1389 6 57 6 390 29 9 3 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 2 1268 74 322 1510 7 62 7 0 32 10 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 292 1521 89 464 2071 10 326 366 332 271 81 Arrive On Green 0.08 0.45 0.45 0.20 0.57 0.57 0.20 0.20 0.00 0.20 0.20 0.20 Sat Flow, veh/h 1781 3413 199 1781 3627 17 1401 1870 1585 1409 1381 414 Grp Volume(v), veh/h 2 659 683 322 739 778 62 7 0 32 0 13 Grp Sat Flow(s),veh/h/ln 1781 1777 1835 1781 1777 1867 1401 1870 1585 1409 0 1796 Q Serve(g_s), s 0.1 39.2 39.4 12.3 36.7 36.7 4.5 0.4 0.0 2.3 0.0 0.7 Cycle Q Clear(g_c), s 0.1 39.2 39.4 12.3 36.7 36.7 5.2 0.4 0.0 2.6 0.0 0.7 Prop In Lane 1.00 0.11 1.00 0.01 1.00 1.00 1.00 0.23 Lane Grp Cap(c), veh/h 292 792 818 464 1014 1066 326 366 332 0 352 V/C Ratio(X) 0.01 0.83 0.83 0.69 0.73 0.73 0.19 0.02 0.10 0.00 0.04 Avail Cap(c_a), veh/h 292 792 818 464 1014 1066 326 366 332 0 352 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 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.5 29.3 29.3 26.7 18.9 18.9 41.2 38.9 0.0 40.0 0.0 39.1 Incr Delay (d2), s/veh 0.0 10.0 9.8 8.3 4.6 4.4 1.3 0.1 0.0 0.6 0.0 0.2 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(50%),veh/ln 0.0 18.5 19.2 5.1 15.7 16.5 1.7 0.2 0.0 0.8 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 15.6 39.3 39.2 35.0 23.5 23.3 42.5 39.0 0.0 40.6 0.0 39.3 LnGrp LOS B DDCCCDD DAD Approach Vol, veh/h 1344 1839 69 A 45 Approach Delay, s/veh 39.2 25.4 42.1 40.2 Approach LOS DCDD Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.0 75.0 30.0 30.0 60.0 30.0 Change Period (Y+Rc), s 5.5 6.5 6.5 6.0 6.5 6.5 Max Green Setting (Gmax), s 9.5 68.5 23.5 24.0 53.5 23.5 Max Q Clear Time (g_c+I1), s 2.1 38.7 4.6 14.3 41.4 7.2 Green Ext Time (p_c), s 0.0 1.9 0.1 0.7 1.5 0.1 Intersection Summary HCM 6th Ctrl Delay 31.6 HCM 6th LOS C Notes Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.
Cheng Property 03/26/2019 Total Future PM Synchro 10 Report W+A Page 8 15585/15595 Old Columbia Pike Property Intersection: 1: MD 198/US 29 NB Ramp Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Total Future Computed by: W+A TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak
US 29 NB Ramp MD 198 368 R1 575 336 1439 T 3 365 1395 1220 2L 1482 3T LTLR MD 198 11 1 US 29 NB NB 29 US Ramp Off 390 0 417 203 0 334
Intersection Control: Signal: X Stop:
Split: Ways:
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 0 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 TRUE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB T 1220 0.37 45101.000 4510 EB T 1482 0.37548 0 1.00 0 548 ##### WB T1439 0.37 532 336 0.53 178710 * 710 WBFALSE ???? 0.37 #VALUE! 365 0.53 193 #VALUE! ##### NB TL203 1.00 203 0 1.00 0 203 * 203 NBTL 390 1.00 390 0 1.00 0 390 * 0 0 Note: SUM913 Note: SUM #VALUE! A #VALUE! 15585/15595 Old Columbia Pike Property Intersection: 2: MD 198/Old Columbia Pike/US 29 SB Ramp Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Total Future TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 541 337 728 467 132 608 11 1 2
Old Columb ia Pike RT TLL MD 198 179 R1 276 84 1038 1 L T 2 231 1183 1101 247 3 T L 2 1307 277 127 1R 153 MD 198 US 29 SB Ramp
Intersection Control: Signal:X Stop: Split: Ways:
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 84 EB 0 WB 179 RTOR/Overlap (PM): NB 0 SB 231 EB 0 WB 276 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE TRUE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB T 1101 0.37 407 247 0.53 131 538 0 EBT 1307 0.37 484 277 0.53 147 631 WBT1038 0.53 550 841.0084* 634634 WBT 1183 0.53 627 231 1.00 231 858 * 0 SB TL740 0.30 222 0 1.00 0222 * 222 SB TL 1065 0.30320 0 1.00 0 320 * 0 Note: SUM856 Note: SUM 1178 A C 15585/15595 Old Columbia Pike Property Intersection: 3: MD 198/East Site access Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Total Future TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A 1110 Bonifant Street, Silver Spring, Maryland 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak
MD 198 T3 1505 1724 1248 2T 1469 0 1TR 0 MD 198 R 1 East Site acces s 83 76
Intersection Control: Signal: Stop: X Split: Ways: N
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 0 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use LaneOpposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1248 0.37 462 01.000462 0 EB TR 1469 0.37544 0 1.00 0 544 WB T1505 0.37 557 0 1.00 0557 * 557 WB T 1724 0.37638 0 1.00 0 638 * NB R76 1.00 76 0 1.00 076 * 76 NB R831.0083 0 1.00 083* 0 0 Note: SUM633 Note: SUM 721 A A 15585/15595 Old Columbia Pike Property Intersection: 4: MD 198/Shopping Center Access/West Site access Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Total Future TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A TRANSPORTATION1110 Bonifant Street,, TRAFFIC, Silver Spring, AND MarylandPARKING 20910 CONSULTANTS 1110 BonifantPhone: (301)971-3415Street, Silver Spring, Facsimile: Maryland (301)448-1335 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak 423 12 53 121 0 14 11
Shoppi ng Center Access RTL MD 198 56 R1 165 165 1348 1 L T 1 257 1509 1156 103 1 T TL 1 1319 195 146 1TR 207 MD 198 LTR 1 West West Site access 49 0 77 30 0 67
Intersection Control: Signal: Stop: X Split: Ways: N/S
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 0 SB 121 EB 0 WB 14 RTOR/Overlap (PM): NB 0 SB 257 EB 0 WB 53 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 TRUE TRUE FALSE TRUE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1302 0.53 690 103 1.00 103 793 0 EBTR 1526 0.53 809 195 1.00 195 1004 WB TL1451 0.53769 165 1.00 165 934 * 934 WBTL 1704 0.53 903257 1.00 257 1160 * NBLTR97 1.00 97 141.0014* 111111 NBLTR 126 1.00 126 53 1.00 53 179 SB TL14 1.00 14 30 1.00 30 440 SBR 166 1.00 166 49 1.00 49 215 * 0 Note: SUM1045 Note: SUM 1375 B D 15585/15595 Old Columbia Pike Property Intersection: 5: MD 198/Burtonsville Elementary School access/Old Columbia Pike (west) Critical Lane Volume Jurisdiction: Montgomery County Level of Service Calculations Scenario/Design Year: Total Future TRANSPORTATION, TRAFFIC, AND PARKING CONSULTANTS Computed by: W+A TRANSPORTATION1110 Bonifant Street,, TRAFFIC, Silver Spring, AND MarylandPARKING 20910 CONSULTANTS 1110 BonifantPhone: (301)971-3415Street, Silver Spring, Facsimile: Maryland (301)448-1335 20910 Phone: (301)971-3415 Facsimile: (301)448-1335
AM Peak Lane Configuration PM Peak i onsv t 3 9 29 6 12 16 11 ur
B lle Elementa ry School access TR L MD 198 6 TR 1 6 9 1162 1 L T 1 2 1389 1077 332 1 T L 1 1167 296 78 1TR 68 MD 198 LT R 11 1 Old Columbi a Pike (west) 57 6 390 115 8 260
Intersection Control: Signal: X Stop: Split: Ways:
Opposing PCE Number Travel Left-Turn Critical Lane Volume of Lanes Lane Use Factor Volume RTOR/Overlap (AM): NB 260 SB 0 EB 0 WB 0 RTOR/Overlap (PM): NB 296 SB 0 EB 0 WB 0 <199 1.00 1 1.00 1.00 A 1,000 200-599 1.00 2 0.53 0.53 B 1,150 Shared Left PCE (AM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 600-799 1.00 3 0.37 C 1,300 Shared Left PCE (PM): NB 1.00 SB 1.00 EB 1.00 WB 1.00 800-999 1.00 4 0.30 D 1,450 FALSE FALSE FALSE FALSE >999 1.00 5 0.25 E 1,600 F 1,600
Critical Critical Lane Use Lane Opposing Lane Use Opposing Lane * Lane Use Lane Opposing Lane Use Opposing Lane * Phase Movement Volume Factor Volume Lefts Factor Volume Volume Phase Movement Volume Factor Volume Lefts Factor Volume Volume EB TR 1155 0.53 612 332 1.00 332944 * 944 EB TR 1235 0.53655 296 1.00 296 951 * WB TR1168 0.53 619 9 1.00 9 628 0 WB TR 1395 0.53739 2 1.00 2 741 NBT81.0082 161.001640 NBR 94 1.0094 29 1.00 29 123 * SB TR18 1.00 18 115 1.00 115133 * 133 SB TR 12 1.0012 57 1.00 57 69 0 Note: SUM1077 Note: SUM 1074 B B 15585/15595 Old Columbia Pike April 2019
APPENDIX H BUS ROUTES INFORMATION AND SCHEDULES
How to use this timetable Effective 3-27-16 ➤ Use the map to find the stops closest to where you will get on and off the bus. ➤ Select the schedule (Weekday, Z6 Saturday, Sunday) for when you will Calverton-Westfarm Line travel. Along the top of the schedule, find the stop at or nearest the point where you will get on the bus. Follow Z8 that column down to the time you want to leave. Fa irland Line ➤ 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 Burtonsville Crossing Park & Ride Lot (Z6) ➤ The end-of-the-line or last stop is listed l Greencastle Park & Ride Lot (Z8) in ALL CAPS on the schedule. l Castle Boulevard (Z6, Z8) Cómo Usar este Horario l Briggs Chaney Park & Ride Lot (Z6, Z8) ➤ Use este mapa para localizar las l Fairland (Z8) paradas más cercanas a donde se subirá y bajará del autobús. l Calverton (Z6) ➤ Seleccione el horario (Entre semana, l Verizon - Chesapeake Complex (select Z8 trips) sábado, domingo) de cuando viajará. l Westfarm (Z6) A lo largo de la parte superior del l White Oak (Z6, Z8) horario, localice la parada o el punto más cercano a la parada en la que se l Four Corners subirá al autobús. Siga esa columna l Paul S. Sarbanes Transit Center hacia abajo hasta la hora en la que (Silver Spring station) 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 12 H-1 Z6 Calverton-Westfarm Line For route and schedule information Call 202-637-7000 Z8 Fairland Line www.wmata.com
BURTONSVILLE CROSSING PARK & RIDE LOT Z6
OLD COLUMBIA PIKE
Legend
— Metrorail Station MD RT 198 — Terminal Stands — Park & Ride Lot GREENCASTLE RDZ8 GREENCASTLE PARK & RIDE LOT BAL LIN G E R D R
WEXHALL DR #14000 US RT 29 BRIGGS CHANEY PARK & RIDE LOT
ROBEY RD Z6, Z8 Z6, Z8 Z8 GATESHEAD MANOR WAY CASTLE BLVD BRIGGS CHANEY RD
COLUMBIA PIKE AVONSHIRE DR
OLD COLUMBIA PIKE FAIRLAND RD GALWAY DR
VERIZON- FAIRLAND RD CHESAPEAKE COMPLEX FAIRLAND MUSGROVE RD
RUXTON HILL RD CALVERTON BLVD CHERRY RD Z6
E RANDOLPH RD
TECH RD BROADBIRCH DR
INDUSTRIAL PKWY
COLUMBIA PIKE WHITE OAK
NEW HAMPSHIRESTEWART AVE LA
Z6, Z8
WHITE OAK LOCKWOOD DR LOCKWOOD SHOPPING MD RT 650 CENTER Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter
COLUMBIA PIKE COLUMBIA Connection Guaranteed Ride Home Program. NORTHWEST BRANCH The program will get you home in the event of a personal emergency or unscheduled overtime. DAM To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. FOUR (2/97) CORNERS MD RT 193 UNIVERSITY BLVD
BELTWAY I-495 COLESVILLE RD
For a complete listing of trips between Lockwood Drive & New Hampshire Avenue and Silver Spring Station, also see Route Z2
schedule. Z6, Z8
US RT 29
SPRING ST PAUL S. GEORGIA AVE SARBANES WAYNE AVE WAYNE TRANSIT CENTER
MD RT 97 2nd AVE DIXON AVE
SILVER SPRING STATION
WMATA ©2015 For information regarding this map contact
Southbound To Silver Spring station Monday thru Friday — Lunes a viernes
Stewart Paul S. Burtonsville La. Lockwood Colesville Sarbanes Crossing Old Colum- & Dr. & Rd. & Colesville Transit Center Park bia Pike & Briggs Broadbirch Old New University Rd. (SILVER & Green- #14000 Chaney Dr. & Plum Columbia Hampshire Blvd. & SPRING) Route Ride castle Castle Park & Ride Orchard Dr. Pike Ave. (Four Spring Number Lot Rd. Blvd. Lot (Westfarm) (White Oak) (White Oak) Corners) St. AM Service — Servicio matutino Z6 - - 4:55 5:00 5:10 5:15 5:22 5:29 5:33 5:37 Z6 - - 5:25 5:30 5:40 5:45 5:52 5:59 6:03 6:07 Z6 - - 5:53 5:58 6:08 6:13 6:20 6:27 6:31 6:35 Z6 - - 6:19 6:24 6:35 6:42 6:50 6:59 7:05 7:10 Z6 - - 6:49 6:54 7:05 7:12 7:20 7:29 7:35 7:40 Z6 - - 7:15 7:20 7:31 7:38 7:46 7:55 8:01 8:06 Z6 - - 7:39 7:44 7:55 8:02 8:10 8:19 8:25 8:30 Z6 - - 8:09 8:14 8:25 8:32 8:40 8:49 8:55 9:00 Z6 - - 8:42 8:46 8:56 9:03 9:10 9:18 9:24 9:28 Z6 9:04 9:10 9:18 9:22 9:32 9:39 9:46 9:54 10:00 10:04 Z6 9:34 9:40 9:48 9:52 10:02 10:09 10:16 10:24 10:30 10:34 Z6 10:04 10:10 10:18 10:22 10:32 10:39 10:46 10:54 11:00 11:04 Z6 10:34 10:40 10:48 10:52 11:02 11:09 11:16 11:24 11:30 11:34 Z6 11:04 11:10 11:18 11:22 11:32 11:39 11:46 11:54 12:00 12:04 Z6 11:34 11:40 11:48 11:52 12:02 12:09 12:16 12:24 12:30 12:34 PM Service — Servicio vespertino Z6 12:04 12:10 12:18 12:22 12:32 12:39 12:46 12:54 1:00 1:04 Z6 12:34 12:40 12:48 12:52 1:02 1:09 1:16 1:24 1:30 1:34 Z6 1:04 1:10 1:18 1:22 1:32 1:39 1:46 1:54 2:00 2:04 Z6 1:34 1:40 1:48 1:52 2:02 2:09 2:16 2:24 2:30 2:34 Z6 2:08 2:14 2:22 2:26 2:36 2:43 2:50 2:58 3:04 3:08 Z6 2:34 2:40 2:48 2:54 3:05 3:13 3:20 3:28 3:36 3:41 Z6 3:04 3:10 3:18 3:24 3:35 3:43 3:50 3:58 4:06 4:11 Z6 3:34 3:40 3:48 3:54 4:05 4:13 4:20 4:28 4:36 4:41 Z6 4:07 4:13 4:21 4:26 4:36 4:44 4:50 4:58 5:06 5:11 Z6 4:37 4:43 4:51 4:56 5:06 5:14 5:20 5:28 5:36 5:41 Z6 5:07 5:13 5:21 5:26 5:36 5:44 5:50 5:58 6:06 6:11 Z6 5:37 5:43 5:51 5:56 6:06 6:14 6:20 6:28 6:36 6:41 Z6 6:11 6:17 6:25 6:29 6:38 6:44 6:50 6:57 7:01 7:06 Z6 6:37 6:43 6:51 6:55 7:04 7:10 7:16 7:23 7:27 7:32 Z6 7:07 7:13 7:21 7:25 7:34 7:40 7:46 7:53 7:57 8:02 Z6 7:37 7:43 7:51 7:55 8:04 8:10 8:16 8:23 8:27 8:32 Z6 8:07 8:13 8:21 8:25 8:34 8:40 8:46 8:53 8:57 9:02 Z6 8:37 8:43 8:51 8:55 9:04 9:10 9:16 9:23 9:27 9:32 Z6 9:07 9:13 9:21 9:25 9:34 9:40 9:46 9:53 9:57 10:02 Z6 9:37 9:43 9:51 9:55 10:04 10:10 10:16 10:23 10:27 10:32
Page 3 of 12 H-3 Z6 Calverton-Westfarm Line
Northbound To Burtonsville Monday thru Friday — Lunes a viernes
Paul S. Lockwood Stewart BURTONS- Sarbanes Colesville Dr. La. VILLE Transit Center Colesville Rd. & & & Old Colum- Crossing (Silver Rd. University New Old Broadbirch Briggs bia Pike & Park Spring) & Blvd. Hampshire Columbia Dr. & Plum Chaney #14000 Green- & Route Spring (Four Ave. Pike Orchard Dr. Park & CASTLE castle Ride Number St. Corners) (White Oak) (White Oak) (Westfarm) Ride Lot BLVD. Rd. Lot AM Service — Servicio matutino Z6 5:30 5:33 5:38 5:43 5:47 5:52 6:01 6:07 6:13 6:19 Z6 6:00 6:03 6:08 6:13 6:17 6:22 6:31 6:37 6:43 6:49 Z6 6:30 6:34 6:41 6:48 6:53 6:59 7:09 7:13 7:19 7:25 Z6 7:00 7:04 7:11 7:18 7:23 7:29 7:39 7:43 7:49 7:55 Z6 7:30 7:34 7:41 7:48 7:53 7:59 8:09 8:13 8:19 8:25 Z6 8:00 8:04 8:11 8:18 8:23 8:29 8:39 8:43 8:49 8:55 Z6 8:30 8:34 8:41 8:48 8:53 8:59 9:09 9:13 9:19 9:25 Z6 9:00 9:04 9:11 9:18 9:23 9:29 9:39 9:43 9:49 9:55 Z6 9:30 9:34 9:40 9:47 9:52 9:58 10:08 10:12 10:18 10:24 Z6 10:00 10:04 10:10 10:17 10:22 10:28 10:38 10:42 10:48 10:54 Z6 10:30 10:34 10:40 10:47 10:52 10:58 11:08 11:12 11:18 11:24 Z6 11:00 11:04 11:10 11:17 11:22 11:28 11:38 11:42 11:48 11:54 Z6 11:30 11:34 11:40 11:47 11:52 11:58 12:08 12:12 12:18 12:24 PM Service — Servicio vespertino Z6 12:00 12:04 12:10 12:17 12:22 12:28 12:38 12:42 12:48 12:54 Z6 12:30 12:34 12:40 12:47 12:52 12:58 1:08 1:12 1:18 1:24 Z6 1:00 1:04 1:10 1:17 1:22 1:28 1:38 1:42 1:48 1:54 Z6 1:30 1:34 1:40 1:47 1:52 1:58 2:08 2:12 2:18 2:24 Z6 2:00 2:04 2:10 2:17 2:22 2:28 2:38 2:42 2:48 2:54 Z6 2:30 2:34 2:40 2:47 2:52 2:58 3:08 3:12 3:18 3:24 Z6 3:00 3:05 3:13 3:21 3:26 3:33 3:42 3:47 3:53 3:59 Z6 3:30 3:35 3:43 3:51 3:56 4:03 4:12 4:17 4:23 4:29 Z6/ 4:00 4:05 4:13 4:21 4:26 4:33 4:42 4:47 - - Z6/ 4:30 4:35 4:43 4:51 4:56 5:03 5:12 5:17 - - Z6/ 5:00 5:05 5:13 5:21 5:26 5:33 5:42 5:47 - - Z6/ 5:30 5:35 5:43 5:51 5:56 6:03 6:12 6:17 - - Z6/ 6:00 6:05 6:13 6:21 6:26 6:33 6:42 6:47 - - Z6/ 6:30 6:35 6:43 6:51 6:56 7:03 7:12 7:17 - - Z6/ 7:00 7:04 7:11 7:19 7:24 7:30 7:40 7:45 - - Z6/ 7:30 7:34 7:41 7:49 7:54 8:00 8:10 8:15 - - Z6/ 8:00 8:04 8:11 8:19 8:24 8:30 8:40 8:45 - - Z6 8:30 8:34 8:41 8:49 8:54 9:00 9:10 9:15 9:20 9:27 Z6 9:00 9:03 9:08 9:15 9:19 9:24 9:33 9:38 9:43 9:48 Z6 9:30 9:33 9:38 9:45 9:49 9:54 10:03 10:08 10:13 10:18 Z6 10:00 10:03 10:08 10:15 10:19 10:24 10:33 10:38 10:43 10:48
Page 4 of 12 H-4 Z6 Calverton-Westfarm Line
Southbound To Silver Spring station Saturday — En sábados
Stewart Paul S. La. Lockwood Colesville Sarbanes & Dr. & Rd. & Colesville Transit Center Briggs Broadbirch Old New University Rd. (SILVER #14000 Chaney Dr. & Plum Columbia Hampshire Blvd. & SPRING) Route Castle Park & Ride Orchard Dr. Pike Ave. (Four Spring Number Blvd. Lot (Westfarm) (White Oak) (White Oak) Corners) St. AM Service — Servicio matutino Z6 5:45 5:50 5:59 6:05 6:12 6:18 6:23 6:27 Z6 6:15 6:20 6:29 6:35 6:42 6:48 6:53 6:57 Z6 6:45 6:50 6:59 7:05 7:12 7:18 7:23 7:27 Z6 7:15 7:20 7:29 7:35 7:42 7:48 7:53 7:57 Z6 7:45 7:50 7:59 8:05 8:12 8:18 8:23 8:27 Z6 8:15 8:20 8:29 8:35 8:42 8:48 8:53 8:57 Z6 8:48 8:53 9:02 9:08 9:16 9:23 9:29 9:34 Z6 9:18 9:23 9:32 9:38 9:46 9:53 9:59 10:04 Z6 9:48 9:53 10:02 10:08 10:16 10:23 10:29 10:34 Z6 10:18 10:23 10:32 10:38 10:46 10:53 10:59 11:04 Z6 10:48 10:53 11:02 11:08 11:16 11:23 11:29 11:34 Z6 11:18 11:23 11:32 11:38 11:46 11:53 11:59 12:04 Z6 11:48 11:53 12:02 12:08 12:16 12:23 12:29 12:34 PM Service — Servicio vespertino Z6 12:18 12:23 12:32 12:38 12:46 12:53 12:59 1:04 Z6 12:48 12:53 1:02 1:08 1:16 1:23 1:29 1:34 Z6 1:18 1:23 1:32 1:38 1:46 1:53 1:59 2:04 Z6 1:48 1:53 2:02 2:08 2:16 2:23 2:29 2:34 Z6 2:18 2:23 2:32 2:38 2:46 2:53 2:59 3:04 Z6 2:48 2:53 3:02 3:08 3:16 3:23 3:29 3:34 Z6 3:18 3:23 3:32 3:38 3:46 3:53 3:59 4:04 Z6 3:48 3:53 4:02 4:08 4:16 4:23 4:29 4:34 Z6 4:18 4:23 4:32 4:38 4:46 4:52 4:57 5:01 Z6 4:48 4:53 5:02 5:08 5:16 5:22 5:27 5:31 Z6 5:18 5:23 5:32 5:38 5:46 5:52 5:57 6:01 Z6 5:48 5:53 6:02 6:08 6:16 6:22 6:27 6:31 Z6 6:18 6:23 6:32 6:38 6:46 6:52 6:57 7:01 Z6 6:48 6:53 7:02 7:08 7:16 7:22 7:27 7:31 Z6 7:18 7:23 7:32 7:38 7:46 7:52 7:57 8:01 Z6 7:47 7:52 8:01 8:07 8:13 8:19 8:24 8:27 Z6 8:17 8:22 8:31 8:37 8:43 8:49 8:54 8:57 Z6 8:47 8:52 9:01 9:07 9:13 9:19 9:24 9:27 Z6 9:17 9:22 9:31 9:37 9:43 9:49 9:54 9:57 Z6 9:47 9:52 10:01 10:07 10:13 10:19 10:24 10:27 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metro- bus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.
Page 5 of 12 H-5 Z6 Calverton-Westfarm Line
Northbound To Castle Blvd. Saturday — En sábados
Paul S. Lockwood Stewart Sarbanes Colesville Dr. La. Transit Center Colesville Rd. & & & (Silver Rd. University New Old Broadbirch Briggs Spring) & Blvd. Hampshire Columbia Dr. & Plum Chaney #14000 Route Spring (Four Ave. Pike Orchard Dr. Park & CASTLE Number St. Corners) (White Oak) (White Oak) (Westfarm) Ride Lot BLVD. AM Service — Servicio matutino Z6/ 6:00 6:03 6:08 6:13 6:16 6:21 6:30 6:35 Z6/ 6:30 6:33 6:38 6:43 6:46 6:51 7:00 7:05 Z6/ 7:00 7:03 7:08 7:13 7:16 7:21 7:30 7:35 Z6/ 7:30 7:33 7:38 7:43 7:46 7:51 8:00 8:05 Z6/ 8:00 8:04 8:09 8:15 8:19 8:24 8:33 8:38 Z6/ 8:30 8:34 8:39 8:45 8:49 8:54 9:03 9:08 Z6/ 9:00 9:04 9:09 9:15 9:19 9:24 9:33 9:38 Z6/ 9:30 9:34 9:39 9:45 9:49 9:54 10:03 10:08 Z6/ 10:00 10:04 10:09 10:15 10:19 10:24 10:33 10:38 Z6/ 10:30 10:34 10:39 10:45 10:49 10:54 11:03 11:08 Z6/ 11:00 11:04 11:09 11:15 11:19 11:24 11:33 11:38 Z6/ 11:30 11:34 11:39 11:45 11:49 11:54 12:03 12:08 PM Service — Servicio vespertino Z6/ 12:00 12:04 12:09 12:15 12:19 12:24 12:33 12:38 Z6/ 12:30 12:34 12:40 12:47 12:51 12:56 1:05 1:10 Z6/ 1:00 1:04 1:10 1:17 1:21 1:26 1:35 1:40 Z6/ 1:30 1:34 1:40 1:47 1:51 1:56 2:05 2:10 Z6/ 2:00 2:04 2:10 2:17 2:21 2:26 2:35 2:40 Z6/ 2:30 2:34 2:40 2:47 2:51 2:56 3:05 3:10 Z6/ 3:00 3:04 3:10 3:17 3:21 3:26 3:35 3:40 Z6/ 3:30 3:34 3:40 3:47 3:51 3:56 4:05 4:10 Z6/ 4:00 4:04 4:10 4:17 4:21 4:26 4:35 4:40 Z6/ 4:30 4:35 4:41 4:47 4:55 5:00 5:09 5:14 Z6/ 5:00 5:05 5:11 5:17 5:25 5:30 5:39 5:44 Z6/ 5:30 5:35 5:41 5:47 5:55 6:00 6:09 6:14 Z6/ 6:00 6:05 6:11 6:17 6:25 6:30 6:39 6:44 Z6/ 6:30 6:35 6:41 6:47 6:55 7:00 7:09 7:14 Z6/ 7:00 7:05 7:11 7:17 7:25 7:30 7:39 7:44 Z6/ 7:30 7:35 7:40 7:46 7:51 7:56 8:05 8:10 Z6/ 8:00 8:05 8:10 8:16 8:21 8:26 8:35 8:40 Z6/ 8:30 8:35 8:40 8:46 8:51 8:56 9:05 9:10 Z6/ 9:00 9:05 9:10 9:16 9:21 9:26 9:35 9:40 Z6/ 9:30 9:35 9:40 9:46 9:51 9:56 10:05 10:10 Z6/ 10:00 10:05 10:10 10:16 10:21 10:26 10:35 10:40 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metro- bus will run on a Saturday supplemental schedule. On these holidays, all Saturday trips will operate.
Page 6 of 12 H-6 Z8 Fairland Line
Southbound To Silver Spring station Monday thru Friday — Lunes a viernes
Old Old Columbia Columbia Stewart Paul S. Pike & Pike & La. Lockwood Colesville Sarbanes Avonshire Ruxton & Dr. Rd. & Colesville Transit Center Green- Briggs Dr. Rd. Old & University Rd. (SILVER castle Chaney #14000 (Briggs Verizon- (East Columbia New Blvd. & SPRING) Route Park & Ride Park & Ride Castle Chaney Chesapeake Randolph Pike Hampshire (Four Spring Number Lot Lot Blvd. Rd.) Complex Rd.) (White Oak) Ave. Corners) St. AM Service — Servicio matutino Z8 ------4:50 4:57 5:03 5:08 5:11 Z8 - 4:53 4:55 4:58 - 5:01 5:05 5:12 5:18 5:23 5:26 Z8 - - 5:25 5:28 - 5:31 5:35 5:42 5:48 5:53 5:56 Z8 - - 5:55 5:58 - 6:01 6:05 6:12 6:18 6:23 6:26 Z8 - - 6:08 6:11 - 6:16 6:21 6:28 6:36 6:41 6:45 Z8 ------6:37 6:44 6:52 6:57 7:01 Z8 ------6:49 6:56 7:04 7:09 7:13 Z8 - - 6:42 6:45 - 6:50 6:55 7:02 7:10 7:15 7:19 Z8 ------7:07 7:14 7:22 7:27 7:31 Z8 ------7:19 7:26 7:34 7:39 7:43 Z8 - - 7:08 7:13 - 7:17 7:23 7:32 7:42 7:48 7:53 Z8 ------7:45 7:54 8:04 8:10 8:15 Z8 - - 7:38 7:43 - 7:47 7:53 8:02 8:12 8:18 8:23 Z8 ------8:15 8:24 8:34 8:40 8:45 Z8 - - 8:08 8:13 - 8:17 8:23 8:32 8:42 8:48 8:53 Z8 - - 8:36 8:41 - 8:45 8:51 9:00 9:10 9:16 9:21 Z8 8:55 9:03 9:07 9:12 - 9:16 9:22 9:31 9:41 9:47 9:52 Z8 9:25 9:33 9:37 9:42 - 9:46 9:52 10:01 10:11 10:17 10:22 Z8 9:55 10:03 10:07 10:12 - 10:16 10:22 10:31 10:41 10:47 10:52 Z8 10:30 10:37 10:41 10:45 - 10:49 10:54 11:01 11:09 11:14 11:19 Z8 11:00 11:07 11:11 11:15 - 11:19 11:24 11:31 11:39 11:44 11:49 Z8 11:30 11:37 11:41 11:45 - 11:49 11:54 12:01 12:09 12:14 12:19 PM Service — Servicio vespertino Z8 12:00 12:07 12:11 12:15 - 12:19 12:24 12:31 12:39 12:44 12:49 Z8 12:30 12:37 12:41 12:45 - 12:49 12:54 1:01 1:09 1:14 1:19 Z8 1:00 1:07 1:11 1:15 - 1:19 1:24 1:31 1:39 1:44 1:49 Z8 1:30 1:37 1:41 1:45 - 1:49 1:54 2:01 2:09 2:14 2:19 Z8 2:00 2:07 2:11 2:15 - 2:19 2:24 2:31 2:39 2:44 2:49 Z8 2:30 2:37 2:41 2:45 - 2:49 2:54 3:01 3:09 3:14 3:19 Z8 3:00 3:07 3:11 3:15 - 3:19 3:24 3:31 3:39 3:44 3:49 Z8 3:21 3:29 3:34 3:38 3:40 3:48 3:54 4:00 4:08 4:16 4:21 Z8 3:51 3:59 4:04 4:08 4:10 4:18 4:24 4:30 4:38 4:46 4:51 Z8 4:21 4:29 4:34 4:38 4:40 4:48 4:54 5:00 5:08 5:16 5:21 Z8 - - 5:03 5:08 5:10 5:18 5:24 5:30 5:38 5:46 5:51 Z8 - - 5:33 5:38 5:40 5:48 5:54 6:00 6:08 6:16 6:21 Z8 - - 6:03 6:08 6:10 6:18 6:24 6:30 6:38 6:46 6:51 Z8 - - 6:33 6:38 6:40 6:48 6:54 7:00 7:08 7:16 7:21 Z8 - - 7:04 7:09 7:11 7:19 7:25 7:31 7:39 7:47 7:52 Z8 7:27 7:35 7:38 7:43 - 7:49 7:55 8:01 8:09 8:17 8:22 Z8 8:02 8:10 8:13 8:17 - 8:22 8:26 8:31 8:38 8:43 8:48 Z8 8:32 8:40 8:43 8:47 - 8:52 8:56 9:01 9:08 9:13 9:18 Z8 9:02 9:10 9:13 9:17 - 9:22 9:26 9:31 9:38 9:43 9:48 Z8 9:32 9:40 9:43 9:47 - 9:52 9:56 10:01 10:08 10:13 10:18 Z8 10:02 10:10 10:13 10:17 - 10:22 10:26 10:31 10:38 10:43 10:48 Z8 10:32 10:40 10:43 10:47 - 10:52 10:56 11:01 11:08 11:13 11:18 Z8 11:00 11:08 11:11 11:15 - 11:19 11:23 11:28 11:33 11:37 11:41 Z8 11:30 11:38 11:41 11:45 - 11:49 11:53 11:58 12:03 12:07 12:11
Page 7 of 12 H-7 Z8 Fairland Line
Northbound To Castle Blvd., Briggs Chaney Park & Ride lot and Greencastle Park & Ride lot Monday thru Friday — Lunes a viernes Stewart Old Paul S. La. Old Columbia Sarbanes Colesville Lockwood & Columbia Pike & GREEN- Transit Center Colesville Rd. & Dr. Old Pike Avonshire CASTLE (Silver Rd. University & Columbia & Dr. BRIGGS PARK Spring) & Blvd. New Pike East Verizon- (Briggs #14000 CHANEY & Route Spring (Four Hampshire (White Randolph Chesapeake Chaney CASTLE PARK & RIDE Number St. Corners) Ave. Oak) Rd. Complex Rd.) BLVD. RIDE LOT LOT AM Service — Servicio matutino Z8 5:15 5:18 5:23 5:28 5:32 5:37 5:46 5:48 5:53 - - Z8 5:50 5:53 5:58 6:03 6:07 6:12 6:21 6:23 6:28 - - Z8 6:20 6:23 6:28 6:33 6:37 6:42 6:51 6:53 6:58 - - Z8 6:50 6:53 6:58 7:03 7:07 7:12 7:21 7:23 7:28 - - Z8 7:20 7:23 7:28 7:33 7:37 7:42 7:51 7:53 7:58 - - Z8 7:50 7:54 8:00 8:06 8:10 8:17 8:25 8:27 8:32 8:37 8:43 Z8 8:20 8:24 8:30 8:36 8:40 8:47 8:55 8:57 9:02 9:07 9:13 Z8 8:45 8:49 8:55 9:01 9:05 9:12 - 9:17 9:22 9:27 9:33 Z8 9:15 9:19 9:25 9:31 9:35 9:42 - 9:47 9:52 9:57 10:03 Z8 9:45 9:49 9:55 10:01 10:05 10:12 - 10:17 10:22 10:27 10:33 Z8 10:15 10:19 10:25 10:31 10:35 10:39 - 10:44 10:49 10:53 10:59 Z8 10:45 10:49 10:55 11:01 11:05 11:09 - 11:14 11:19 11:23 11:29 Z8 11:15 11:19 11:25 11:31 11:35 11:39 - 11:44 11:49 11:53 11:59 Z8 11:45 11:49 11:55 12:01 12:05 12:09 - 12:14 12:19 12:23 12:29 PM Service — Servicio vespertino Z8 12:15 12:20 12:25 12:32 12:37 12:43 - 12:48 12:53 12:57 1:03 Z8 12:45 12:50 12:55 1:02 1:07 1:13 - 1:18 1:23 1:27 1:33 Z8 1:15 1:20 1:25 1:32 1:37 1:43 - 1:48 1:53 1:57 2:03 Z8 1:45 1:50 1:55 2:02 2:07 2:13 - 2:18 2:23 2:27 2:33 Z8 2:20 2:25 2:30 2:37 2:42 2:48 - 2:53 2:58 3:02 3:08 Z8 2:50 2:55 3:00 3:07 3:12 3:18 - 3:23 3:28 3:32 3:38 Z8 3:20 3:25 3:30 3:37 3:42 3:48 - 3:53 3:58 4:02 4:08 Z8 3:50 3:55 4:00 4:07 4:12 4:18 - 4:23 4:28 - - Z8 4:15 4:20 4:28 4:35 4:40 4:49 - 4:53 4:59 - - Z8/ 4:23 4:28 4:36 4:43 4:48 ------Z8 4:45 4:50 4:58 5:05 5:10 5:19 - 5:23 5:29 - - Z8/ 4:53 4:58 5:06 5:13 5:18 ------Z8 5:15 5:20 5:28 5:35 5:40 5:49 - 5:53 5:59 - - Z8/ 5:23 5:28 5:36 5:43 5:48 ------Z8 5:45 5:50 5:58 6:05 6:10 6:19 - 6:23 6:29 - - Z8/ 5:53 5:58 6:06 6:13 6:18 ------Z8 6:15 6:20 6:28 6:35 6:40 6:49 - 6:53 6:59 - - Z8/ 6:23 6:28 6:36 6:43 6:48 ------Z8 6:50 6:55 7:01 7:08 7:12 7:18 - 7:24 7:29 7:32 7:38 Z8 7:20 7:25 7:31 7:38 7:42 7:48 - 7:54 7:59 8:02 8:08 Z8 7:45 7:50 7:56 8:03 8:07 8:13 - 8:19 8:24 8:27 8:33 Z8 8:15 8:20 8:26 8:33 8:37 8:43 - 8:49 8:54 8:57 9:03 Z8 8:45 8:50 8:56 9:03 9:07 9:13 - 9:19 9:24 9:27 9:33 Z8 9:15 9:20 9:26 9:33 9:37 9:43 - 9:49 9:54 9:57 10:03 Z8 9:45 9:50 9:56 10:03 10:07 10:13 - 10:19 10:24 10:27 10:33 Z8 10:15 10:19 10:24 10:29 10:34 10:39 - 10:43 10:47 10:50 10:56 Z8 10:35 10:39 10:44 10:49 10:54 10:59 - 11:03 11:07 11:10 11:16 Z8 10:55 10:59 11:04 11:09 11:14 11:19 - 11:23 11:27 11:30 - Z8 11:15 11:19 11:24 11:29 11:34 11:39 - 11:43 11:47 11:50 - Z8 11:45 11:49 11:54 11:59 12:04 12:09 - 12:13 12:17 12:20 - After Midnight Service — Servicio después de la medianoche Z8 12:15 12:17 12:22 12:27 12:32 12:36 - 12:41 12:45 12:48 - Z8 12:15 12:17 12:22 12:27 12:32 12:36 - 12:41 12:45 12:48 - Z8 12:45 12:47 12:52 12:57 1:02 1:06 - 1:11 1:15 1:18 - Z8 12:45 12:47 12:52 12:57 1:02 1:06 - 1:11 1:15 1:18 - ❍ Z8 1:15 1:17 1:22 1:27 1:32 1:36 - 1:41 1:45 1:48 - ❍ Z8 1:45 1:47 1:52 1:57 2:02 2:06 - 2:11 2:15 2:18 - ❍ — Trip operates Friday only. Los autobuses funcionan solamente el viernes. Page 8 of 12 H-8 Z8 Fairland Line
Southbound To Silver Spring station Saturday — En sábados
Old Old Paul S. Columbia Columbia Sarbanes Pike & Pike Stewart Lockwood Colesville Transit Avonshire & La. & Dr. Rd. & Uni- Colesville Center Briggs Dr. Ruxton Rd. Old & versity Rd. (SILVER Chaney #14000 (Briggs (East Columbia New Blvd. & SPRING) Route Park & Ride Castle Chaney Randolph Pike Hampshire (Four Spring Number Lot Blvd. Rd.) Rd.) (White Oak) Ave. Corners) St. AM Service — Servicio matutino Z8 5:05 5:08 5:12 5:15 5:19 5:24 5:30 5:33 5:37 Z8 5:35 5:38 5:42 5:45 5:49 5:54 6:00 6:03 6:07 Z8 6:05 6:08 6:12 6:16 6:20 6:27 6:33 6:38 6:42 Z8 6:35 6:38 6:42 6:46 6:50 6:57 7:03 7:08 7:12 Z8 7:05 7:08 7:12 7:16 7:20 7:27 7:33 7:38 7:42 Z8 7:35 7:38 7:42 7:46 7:50 7:57 8:03 8:08 8:12 Z8 8:05 8:08 8:12 8:16 8:20 8:27 8:33 8:38 8:42 Z8 8:35 8:38 8:42 8:46 8:50 8:57 9:03 9:08 9:12 Z8 9:05 9:09 9:13 9:17 9:23 9:31 9:38 9:44 9:49 Z8 9:35 9:39 9:43 9:47 9:53 10:01 10:08 10:14 10:19 Z8 10:05 10:09 10:13 10:17 10:23 10:31 10:38 10:44 10:49 Z8 10:35 10:39 10:43 10:47 10:53 11:01 11:08 11:14 11:19 Z8 11:05 11:09 11:13 11:17 11:23 11:31 11:38 11:44 11:49 Z8 11:35 11:39 11:43 11:47 11:53 12:01 12:08 12:14 12:19 PM Service — Servicio vespertino Z8 12:05 12:09 12:13 12:17 12:23 12:31 12:38 12:44 12:49 Z8 12:35 12:39 12:43 12:47 12:53 1:01 1:08 1:14 1:19 Z8 1:05 1:09 1:13 1:17 1:23 1:31 1:38 1:44 1:49 Z8 1:35 1:39 1:43 1:47 1:53 2:01 2:08 2:14 2:19 Z8 2:05 2:09 2:13 2:17 2:23 2:31 2:38 2:44 2:49 Z8 2:35 2:39 2:43 2:47 2:53 3:01 3:08 3:14 3:19 Z8 3:05 3:09 3:13 3:17 3:23 3:31 3:38 3:44 3:49 Z8 3:35 3:39 3:43 3:47 3:53 4:01 4:08 4:14 4:19 Z8 4:05 4:09 4:13 4:17 4:23 4:31 4:38 4:44 4:49 Z8 4:35 4:39 4:43 4:47 4:53 5:01 5:07 5:12 5:16 Z8 5:05 5:09 5:13 5:17 5:23 5:31 5:37 5:42 5:46 Z8 5:35 5:39 5:43 5:47 5:53 6:01 6:07 6:12 6:16 Z8 6:05 6:09 6:13 6:17 6:23 6:31 6:37 6:42 6:46 Z8 6:35 6:39 6:43 6:47 6:53 7:01 7:07 7:12 7:16 Z8 7:05 7:09 7:13 7:17 7:23 7:31 7:37 7:42 7:46 Z8 7:35 7:39 7:43 7:47 7:53 8:01 8:07 8:12 8:16 Z8 8:05 8:09 8:13 8:17 8:22 8:28 8:34 8:39 8:42 Z8 8:35 8:39 8:43 8:47 8:52 8:58 9:04 9:09 9:12 Z8 9:05 9:09 9:13 9:17 9:22 9:28 9:34 9:39 9:42 Z8 9:35 9:39 9:43 9:47 9:52 9:58 10:04 10:09 10:12 Z8 10:05 10:08 10:12 10:16 10:21 10:26 10:32 10:36 10:39 Z8 10:35 10:38 10:42 10:46 10:51 10:56 11:02 11:06 11:09 Z8 11:05 11:08 11:12 11:16 11:21 11:26 11:32 11:36 11:39 Z8 11:35 11:38 11:42 11:46 11:51 11:56 12:02 12:06 12:09 After Midnight Service — Servicio después de la medianoche Z8 12:05 12:08 12:10 12:13 12:17 12:22 12:27 12:31 12:34 u Z8 12:35 12:38 12:40 12:43 12:47 12:52 12:57 1:01 1:04 u Z8 1:05 1:08 1:10 1:13 1:17 1:22 1:27 1:31 1:34 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 9 of 12 H-9 Z8 Fairland Line
Northbound To Briggs Chaney Park & Ride lot Saturday — En sábados
Paul S. Stewart Old Sarbanes La. Old Columbia Transit Colesville Lockwood & Columbia Pike & Center Colesville Rd. & Dr. Old Pike Avonshire (Silver Rd. University & Columbia & Dr. BRIGGS Spring) & Blvd. New Pike East (Briggs #14000 CHANEY Route Spring (Four Hampshire (White Randolph Chaney Castle PARK & Number St. Corners) Ave. Oak) Rd. Rd.) Blvd. RIDE LOT AM Service — Servicio matutino Z8 5:45 5:48 5:53 5:58 6:01 6:07 6:11 6:15 6:18 Z8 6:15 6:18 6:23 6:28 6:31 6:37 6:41 6:45 6:48 Z8 6:45 6:48 6:53 6:58 7:01 7:07 7:11 7:15 7:18 Z8 7:15 7:18 7:23 7:28 7:31 7:37 7:41 7:45 7:48 Z8 7:45 7:48 7:53 7:58 8:01 8:07 8:11 8:15 8:18 Z8 8:15 8:19 8:24 8:30 8:34 8:40 8:45 8:49 8:52 Z8 8:45 8:49 8:54 9:00 9:04 9:10 9:15 9:19 9:22 Z8 9:15 9:19 9:24 9:30 9:34 9:40 9:45 9:49 9:52 Z8 9:45 9:49 9:54 10:00 10:04 10:10 10:15 10:19 10:22 Z8 10:15 10:19 10:24 10:30 10:34 10:40 10:45 10:49 10:52 Z8 10:45 10:49 10:54 11:00 11:04 11:10 11:15 11:19 11:22 Z8 11:15 11:19 11:24 11:30 11:34 11:40 11:45 11:49 11:52 Z8 11:45 11:49 11:54 12:00 12:04 12:10 12:15 12:19 12:22 PM Service — Servicio vespertino Z8 12:15 12:19 12:25 12:32 12:36 12:41 12:46 12:51 12:54 Z8 12:45 12:49 12:55 1:02 1:06 1:11 1:16 1:21 1:24 Z8 1:15 1:19 1:25 1:32 1:36 1:41 1:46 1:51 1:54 Z8 1:45 1:49 1:55 2:02 2:06 2:11 2:16 2:21 2:24 Z8 2:15 2:19 2:25 2:32 2:36 2:41 2:46 2:51 2:54 Z8 2:45 2:49 2:55 3:02 3:06 3:11 3:16 3:21 3:24 Z8 3:15 3:19 3:25 3:32 3:36 3:41 3:46 3:51 3:54 Z8 3:45 3:49 3:55 4:02 4:06 4:11 4:16 4:21 4:24 Z8 4:15 4:19 4:25 4:32 4:36 4:41 4:46 4:51 4:54 Z8 4:45 4:50 4:56 5:02 5:10 5:16 5:22 5:27 5:30 Z8 5:15 5:20 5:26 5:32 5:40 5:46 5:52 5:57 6:00 Z8 5:45 5:50 5:56 6:02 6:10 6:16 6:22 6:27 6:30 Z8 6:15 6:20 6:26 6:32 6:40 6:46 6:52 6:57 7:00 Z8 6:45 6:50 6:56 7:02 7:10 7:16 7:22 7:27 7:30 Z8 7:15 7:20 7:25 7:31 7:36 7:41 7:46 7:51 7:54 Z8 7:45 7:50 7:55 8:01 8:06 8:11 8:16 8:21 8:24 Z8 8:15 8:20 8:25 8:31 8:36 8:41 8:46 8:51 8:54 Z8 8:45 8:50 8:55 9:01 9:06 9:11 9:16 9:21 9:24 Z8 9:15 9:20 9:25 9:31 9:36 9:41 9:46 9:51 9:54 Z8 9:45 9:50 9:55 10:01 10:06 10:11 10:16 10:21 10:24 Z8 10:15 10:19 10:24 10:30 10:35 10:40 10:45 10:50 10:53 Z8 10:45 10:49 10:54 11:00 11:05 11:10 11:15 11:20 11:23 Z8 11:15 11:19 11:24 11:30 11:35 11:40 11:45 11:50 11:53 Z8 11:45 11:49 11:54 12:00 12:05 12:10 12:15 12:20 12:23 After Midnight Service — Servicio después de la medianoche Z8 12:15 12:19 12:24 12:30 12:35 12:40 12:45 12:50 12:53 u Z8 12:45 12:49 12:54 1:00 1:05 1:10 1:15 1:20 1:23 u Z8 1:15 1:18 1:23 1:28 1:32 1:37 1:40 1:43 1:45 u Z8 1:45 1:48 1:53 1:58 2:02 2:07 2:10 2:13 2:15 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 12 H-10 Z8 Fairland Line
Southbound To Silver Spring station Sunday — En domingo Old Old Paul S. Columbia Columbia Stewart Sarbanes Pike & Pike La. & Lockwood Colesville Transit Briggs Avonshire & Old Dr. Rd. & Uni- Colesville Center Chaney Dr. Ruxton Rd. Columbia & versity Rd. (SILVER Park & #14000 (Briggs (East Pike New Blvd. & SPRING) Route Ride Castle Chaney Randolph (White Hampshire (Four Spring Number Lot Blvd. Rd.) Rd.) Oak) Ave. Corners) St. AM Service — Servicio matutino Z8 5:33 5:36 5:40 5:44 5:49 5:54 6:00 6:04 6:09 Z8 5:54 5:57 6:01 6:05 6:10 6:15 6:21 6:25 6:30 Z8 6:15 6:18 6:22 6:26 6:31 6:36 6:42 6:46 6:51 Z8 6:36 6:39 6:43 6:47 6:52 6:57 7:03 7:07 7:12 Z8 6:57 7:00 7:04 7:08 7:13 7:18 7:24 7:28 7:33 Z8 7:18 7:21 7:25 7:29 7:34 7:39 7:45 7:49 7:54 Z8 7:39 7:42 7:46 7:50 7:55 8:00 8:06 8:10 8:15 Z8 8:00 8:03 8:07 8:11 8:16 8:21 8:27 8:31 8:36 Z8 8:21 8:24 8:28 8:32 8:37 8:42 8:48 8:52 8:57 Z8 8:42 8:45 8:49 8:53 8:58 9:03 9:09 9:13 9:18 Z8 9:03 9:06 9:10 9:14 9:19 9:24 9:30 9:34 9:39 Z8 9:24 9:27 9:31 9:35 9:40 9:45 9:51 9:55 10:00 Z8 9:44 9:47 9:51 9:55 10:00 10:05 10:11 10:15 10:20 Z8 9:59 10:03 10:07 10:10 10:16 10:22 10:29 10:34 10:40 Z8 10:19 10:23 10:27 10:30 10:36 10:42 10:49 10:54 11:00 Z8 10:39 10:43 10:47 10:50 10:56 11:02 11:09 11:14 11:20 Z8 10:59 11:03 11:07 11:10 11:16 11:22 11:29 11:34 11:40 Z8 11:19 11:23 11:27 11:30 11:36 11:42 11:49 11:54 12:00 Z8 11:39 11:43 11:47 11:50 11:56 12:02 12:09 12:14 12:20 Z8 11:59 12:03 12:07 12:10 12:16 12:22 12:29 12:34 12:40 PM Service — Servicio vespertino Z8 12:19 12:23 12:27 12:30 12:36 12:42 12:49 12:54 1:00 Z8 12:39 12:43 12:47 12:50 12:56 1:02 1:09 1:14 1:20 Z8 12:59 1:03 1:07 1:10 1:16 1:22 1:29 1:34 1:40 Z8 1:19 1:23 1:27 1:30 1:36 1:42 1:49 1:54 2:00 Z8 1:39 1:43 1:47 1:50 1:56 2:02 2:09 2:14 2:20 Z8 1:59 2:03 2:07 2:10 2:16 2:22 2:29 2:34 2:40 Z8 2:19 2:23 2:27 2:30 2:36 2:42 2:49 2:54 3:00 Z8 2:39 2:43 2:46 2:50 2:56 3:01 3:07 3:11 3:16 Z8 2:59 3:03 3:06 3:10 3:16 3:21 3:27 3:31 3:36 Z8 3:19 3:23 3:26 3:30 3:36 3:41 3:47 3:51 3:56 Z8 3:39 3:43 3:46 3:50 3:56 4:01 4:07 4:11 4:16 Z8 3:59 4:03 4:06 4:10 4:16 4:21 4:27 4:31 4:36 Z8 4:15 4:19 4:22 4:26 4:32 4:37 4:43 4:47 4:52 Z8 4:33 4:37 4:40 4:44 4:50 4:55 5:01 5:05 5:10 Z8 5:01 5:05 5:08 5:12 5:18 5:23 5:29 5:33 5:38 Z8 5:31 5:35 5:38 5:42 5:48 5:53 5:59 6:03 6:08 Z8 6:01 6:05 6:08 6:12 6:18 6:23 6:29 6:33 6:38 Z8 6:31 6:35 6:38 6:42 6:48 6:53 6:59 7:03 7:08 Z8 7:01 7:05 7:08 7:12 7:18 7:23 7:29 7:33 7:38 Z8 7:31 7:35 7:38 7:42 7:48 7:53 7:59 8:03 8:08 Z8 7:51 7:55 7:58 8:02 8:08 8:13 8:19 8:23 8:28 Z8 8:11 8:15 8:18 8:22 8:28 8:33 8:39 8:43 8:48 Z8 8:31 8:35 8:38 8:42 8:48 8:53 8:59 9:03 9:08 Z8 8:51 8:55 8:58 9:02 9:08 9:13 9:19 9:23 9:28 Z8 9:11 9:15 9:18 9:22 9:28 9:33 9:39 9:43 9:48 Z8 9:31 9:35 9:38 9:42 9:48 9:53 9:59 10:03 10:08 Z8 10:01 10:04 10:08 10:11 10:16 10:20 10:25 10:29 10:33 Z8 10:31 10:34 10:38 10:41 10:46 10:50 10:55 10:59 11:03 Z8 11:01 11:04 11:08 11:11 11:16 11:20 11:25 11:29 11:33
Page 11 of 12 H-11 Z8 Fairland Line
Northbound To Briggs Chaney Park & Ride lot Sunday — En domingo Paul S. Stewart Old Sarbanes La. Old Columbia Transit Colesville Lockwood & Columbia Pike & Center Colesville Rd. & Dr. Old Pike Avonshire (Silver Rd. University & Columbia & Dr. BRIGGS Spring) & Blvd. New Pike East (Briggs #14000 CHANEY Route Spring (Four Hampshire (White Randolph Chaney Castle PARK & Number St. Corners) Ave. Oak) Rd. Rd.) Blvd. RIDE LOT AM Service — Servicio matutino Z8 6:16 6:19 6:24 6:28 6:32 6:39 6:43 6:47 6:50 Z8 6:37 6:40 6:45 6:49 6:53 7:00 7:04 7:08 7:11 Z8 6:58 7:01 7:06 7:10 7:14 7:21 7:25 7:29 7:32 Z8 7:19 7:22 7:27 7:31 7:35 7:42 7:46 7:50 7:53 Z8 7:40 7:43 7:48 7:52 7:56 8:03 8:07 8:11 8:14 Z8 8:01 8:04 8:09 8:13 8:17 8:24 8:28 8:32 8:35 Z8 8:22 8:25 8:30 8:34 8:38 8:45 8:49 8:53 8:56 Z8 8:43 8:46 8:51 8:55 8:59 9:06 9:10 9:14 9:17 Z8 9:04 9:07 9:12 9:16 9:20 9:27 9:31 9:35 9:38 Z8 9:25 9:28 9:33 9:37 9:41 9:48 9:52 9:56 9:59 Z8 9:46 9:49 9:54 9:58 10:02 10:09 10:13 10:17 10:20 Z8 10:06 10:09 10:14 10:18 10:22 10:29 10:33 10:37 10:40 Z8 10:26 10:29 10:34 10:38 10:42 10:49 10:53 10:57 11:00 Z8 10:46 10:49 10:54 10:58 11:02 11:09 11:13 11:17 11:20 Z8 11:06 11:10 11:16 11:22 11:27 11:32 11:36 11:42 11:45 Z8 11:26 11:30 11:36 11:42 11:47 11:52 11:56 12:02 12:05 Z8 11:46 11:50 11:56 12:02 12:07 12:12 12:16 12:22 12:25 PM Service — Servicio vespertino Z8 12:06 12:10 12:16 12:22 12:27 12:32 12:36 12:42 12:45 Z8 12:26 12:30 12:36 12:42 12:47 12:52 12:56 1:02 1:05 Z8 12:46 12:50 12:56 1:02 1:07 1:12 1:16 1:22 1:25 Z8 1:06 1:10 1:16 1:22 1:27 1:32 1:36 1:42 1:45 Z8 1:26 1:30 1:36 1:42 1:47 1:52 1:56 2:02 2:05 Z8 1:46 1:50 1:56 2:02 2:07 2:12 2:16 2:22 2:25 Z8 2:06 2:10 2:16 2:22 2:27 2:32 2:36 2:42 2:45 Z8 2:26 2:30 2:36 2:42 2:47 2:52 2:56 3:02 3:05 Z8 2:46 2:50 2:56 3:02 3:07 3:12 3:16 3:22 3:25 Z8 3:06 3:10 3:16 3:22 3:27 3:32 3:36 3:42 3:45 Z8 3:26 3:30 3:36 3:42 3:47 3:52 3:56 4:02 4:05 Z8 3:46 3:50 3:56 4:02 4:07 4:12 4:16 4:22 4:25 Z8 4:06 4:10 4:16 4:22 4:27 4:32 4:36 4:42 4:45 Z8 4:26 4:30 4:36 4:42 4:47 4:52 4:56 5:02 5:05 Z8 4:46 4:50 4:56 5:02 5:07 5:12 5:16 5:22 5:25 Z8/ 5:06 5:10 5:16 5:22 5:27 - - - - Z8 5:16 5:20 5:26 5:32 5:37 5:42 5:46 5:52 5:55 Z8/ 5:36 5:40 5:46 5:52 5:57 - - - - Z8 5:46 5:50 5:56 6:02 6:07 6:12 6:16 6:22 6:25 Z8/ 6:06 6:10 6:16 6:22 6:27 - - - - Z8 6:16 6:20 6:26 6:32 6:37 6:42 6:46 6:52 6:55 Z8/ 6:36 6:40 6:46 6:52 6:57 - - - - Z8 6:46 6:50 6:56 7:02 7:07 7:12 7:16 7:22 7:25 Z8 7:06 7:10 7:16 7:22 7:27 7:32 7:36 7:42 7:45 Z8 7:26 7:30 7:36 7:42 7:47 7:52 7:56 8:02 8:05 Z8 7:46 7:50 7:56 8:02 8:07 8:12 8:16 8:22 8:25 Z8 8:06 8:10 8:16 8:22 8:27 8:32 8:36 8:42 8:45 Z8 8:26 8:30 8:36 8:42 8:47 8:52 8:56 9:02 9:05 Z8 8:46 8:50 8:56 9:02 9:07 9:12 9:16 9:22 9:25 Z8 9:16 9:20 9:26 9:31 9:36 9:41 9:45 9:49 9:51 Z8 9:46 9:50 9:56 10:01 10:06 10:11 10:15 10:19 10:21 Z8 10:16 10:20 10:26 10:31 10:36 10:41 10:45 10:49 10:51 Z8 10:46 10:50 10:56 11:01 11:06 11:11 11:15 11:19 11:21 Z8 11:16 11:20 11:26 11:31 11:36 11:41 11:45 11:49 11:51 Z8 11:46 11:50 11:56 12:01 12:06 12:11 12:15 12:19 12:21 After Midnight Service — Servicio después de la medianoche Z8 12:31 12:35 12:41 12:46 12:51 12:56 1:00 1:04 1:06 Page 12 of 12 H-12 How to use this timetable Effective 6-25-17
➤ 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 Z7 travel. Along the top of the schedule, Laurel-Burtonsville Express 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. Serves these locations- ➤ If the bus stop is not listed, use the Brinda servicio a estas ubicaciones time shown for the bus stop before it as the time to wait at the stop. l South Laurel Park & Ride lot ➤ The end-of-the-line or last stop is listed l Towne Centre at Laurel in ALL CAPS on the schedule. l Laurel Regional Hospital Cómo Usar este Horario l Maryland 95 Corporate Park ➤ Use este mapa para localizar las l Laurel Employment Park paradas más cercanas a donde se l Burtonsville Crossing Park & Ride lot subirá y bajará del autobús. l Paul S. Sarbanes Transit Center ➤ Seleccione el horario (Entre semana, (Silver Spring station) 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 par- ada 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 3 H-13 For route and schedule information Z7 Call 202-637-7000 Laurel - Burtonsville Express Line www.wmata.com
BOWIELAUREL- RD SOUTH LAUREL PARK & RIDE
TOWNE CENTRE MD RT 197 AT LAUREL 4th ST CHERRY LA
MIDDLETOWNE
APTS US RT 1
BRIARCROFT LA
LAUREL LAKE
Legend CHERRY LA
— Metrorail Station — Terminal Stands LAUREL REGIONAL — Park & Ride Lot HOSPITAL
CONTEE RD
MD 95 CORPORATE RD DUSEN VAN SWEITZER PARKLA
CHASE DR
CHEVY
98 RT 1 KONTERRA DR D I-95 M LAUREL Restrictions: EMPLOYMENT PARK Z7 Southbound
US RT 29 D R Customers may not get on or off on Columbia G RIN SP Pk./Colesville Rd. between Industrial Pkwy. and Spring DY BURTONSVILLE N NATIONAL DR A St., but you can get on or off at Oak Leaf and Prelude CROSSING S BRAEBURN PARK & RIDE drives and University Blvd. O LD (Does not stop at University Blvd. in AM rush.) C
O
L
U M Z7 Northbound B I A PI KE Customers may not get on or off on Colesville D R Rd./Columbia Pk. between Spring St. and Tech Rd. but LE VIL CER you can get on or off at University Blvd., Prelude and N E P Oak Leaf drives. S
MD RT 198 GREENCASTLE RD
OLD COLUMBIA PIKE
BRIGGS CHANEY RD AVONSHIRE DR
HILL RD FAIRLAND RD FAIRLAND CHERRY
TECH RD
INDUSTRIAL PKWY E RANDOLPH RD
CARTERS GROVE DR
COLUMBIA PIKE 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 WHITE OAK personal emergency or unscheduled overtime. NEW HAMPSHIRE AVE To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. MD RT 650
(2/97)
E
V
I
R
D
COLUMBIA PIKE D
O
O
W
K
C O
L
Transfer here in AM rush to local buses serving University Boulevard. (Columbia Pike @ #10750) MD RT 193 FOUR CORNERS
BELTWAY I-495 UNIVERSITY BLVD COLESVILLE RD
Note: The service shown on this timetable will continue to
US RT 29 operate into the off-street bus terminal at Silver Spring Station until a date during the summer of 2007, to be announced, when construction will begin on the new PAUL S. Silver Spring Transit Center. At that time bus service
WAYNE AVE WAYNE SARBANES will be shifted onto local streets as shown on this map. TRANSIT SPRING ST FENTON ST CENTER The new transit center is scheduled to open in late 2009. GEORGIA AVE SECOND AVE SILVER SPRING EAST-WESTMD RT 410 HWY STATION
WMATA ©2013 For information regarding this map contact
Page 2 of 3 H-14 Z7 Laurel-Burtonsville Express Line
Southbound to Silver Spring station Monday thru Friday — Lunes a viernes
Old Paul S. Sweitzer Columbia Colesville Sarbanes Cherry La. La. Burtons- Pike & Old Co- Rd. & Transit & & ville Avonshire lumbia Unversity Colesville Center South 4th St. Chevy Crossing Dr. Pike & Blvd. Rd. (SILVER Laurel (Middle- Chase Dr. Park & (Briggs Carters (Four & SPRING) Route Park & towne (UPS Ride Chaney Grove Dr. Corners) Spring Number Ride Lot Apts) Center) Lot Rd.) (Tech Rd.) ● St. AM Service — Servicio matutino Z7 5:00 5:06 5:16 5:22 5:31 5:38 - 5:51 5:54 Z7 5:35 5:42 5:52 5:59 6:08 6:15 - 6:34 6:38 Z7 6:10 6:17 6:27 6:34 6:43 6:50 - 7:09 7:13 Z7 6:45 6:52 7:02 7:09 7:18 7:25 - 7:44 7:48 Z7 7:20 7:27 7:37 7:44 7:53 8:00 - 8:19 8:23 Z7 7:55 8:02 8:12 8:19 8:28 8:35 - 8:54 8:58 PM Service — Servicio vespertino Z7 3:22 3:28 3:38 3:45 3:55 4:02 4:11 4:18 4:22 Z7 4:04 4:10 4:20 4:27 4:37 4:44 4:53 5:00 5:04 Z7 4:44 4:50 5:00 5:07 5:17 5:24 5:33 5:40 5:44 ● — AM trips do not stop at University Boulevard. Transfer at first stop west of Lockwood Drive to local bus for University Boulevard. On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metro- bus will run on a Saturday supplemental schedule. On these holidays, the weekday trips will operate.
Northbound to South Laurel Monday thru Friday — Lunes a viernes
Burtons- Paul S. Old ville Sarbanes Colesville Columbia Crossing Sweitzer Transit Rd. Pike & Park & La. Cherry La. Center Colesville & Avonshire Ride & & SOUTH (Silver Rd. University Tech Dr. Lot Chevy 4th St. LAUREL Spring) & Blvd. Rd. & (Briggs (BUR- Chase Dr. (Middle- PARK & Route Spring (Four Columbia Chaney TONS- (UPS towne RIDE Number St. Corners) Pike Rd.) VILLE) Center) Apts) LOT AM Service — Servicio matutino Z7 6:11 6:15 6:20 6:29 6:36 6:44 6:52 7:02 7:07 Z7 6:51 6:55 7:00 7:09 7:16 7:24 7:32 7:42 7:47 PM Service — Servicio vespertino Z7 4:00 4:05 4:12 4:24 4:31 4:39 4:47 4:58 5:04 Z7 4:40 4:45 4:52 5:04 5:11 5:19 5:27 5:38 5:44 Z7 5:20 5:25 5:32 5:44 5:51 5:59 6:07 6:18 6:24 Z7 6:00 6:05 6:12 6:24 6:31 6:39 6:47 6:58 7:04 Z7 6:45 6:49 6:54 7:04 7:10 7:18 7:26 7:35 7:40 Z7 7:30 7:34 7:39 7:49 7:55 8:03 8:11 8:20 8:25 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, and Presidents’ Day, Metro- bus will run on a Saturday supplemental schedule. On these holidays, the weekday trips will operate.
Page 3 of 3 H-15 How to use this timetable Effective 3-27-16
➤ 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 Z11 travel. Along the top of the schedule, Greencastle-Briggs Chaney find the stop at or nearest the point where you will get on the bus. Follow Express Line 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. Serves these locations- ➤ If the bus stop is not listed, use the Brinda servicio a estas ubicaciones time shown for the bus stop before it as the time to wait at the stop. l Burtonsville Crossing Park & Ride Lot ➤ The end-of-the-line or last stop is listed l Blackburn Road in ALL CAPS on the schedule. l Greencastle Park & Ride Lot l Briggs Chaney Park & Ride Lot Cómo Usar este Horario Castle Boulevard ➤ Use este mapa para localizar las l paradas más cercanas a donde se l Montgomery Auto Sales Park subirá y bajará del autobús. l Four Corners ➤ Seleccione el horario (Entre semana, l Paul S. Sarbanes Transit Center sábado, domingo) de cuando viajará. A lo largo de la parte superior del (Silver Spring station) 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 par- ada 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 3 H-16 For route and schedule information Z11 Call 202-637-7000 Burtonsville-Greencastle Express Line www.wmata.com BURTONSVILLE CROSSING Park & Ride Lot
BLACKBURN RD (INBOUND, ON COUMBIA PIKE; OUTBOUND, ON BLACKBURN RD) GREENCASTLE RD
Legend COLUMBIA PIKE
— Metrorail Station GREENCASTLE BAL Park & Ride Lot LIN G — Terminal Stands E WEXHALL DR R
— Park & Ride Lot D
R D
#14000 V L
B
ROBEY RD E L BRIGGS T S CHANEY Park & A Ride Lot OUTLET DR C BRIGGS CHANEY RD
MONTGOMERY
AUTO SALES GATESHEAD PARK MANOR WAY
FAIRLAND RD
FAIRLAND
COLUMBIA PIKE OLD COLUMBIA PIKE COLUMBIA OLD
MUSGROVE RD
CH ER RY H E RANDOLPH RD I LL R D
TECH RD
INDUSTRIAL PKWY
(US RT 29)
NEW HAMPSHIRE AVE WHITE OAK NORTHWEST BRANCH LEAF DR OAK Restrictions: Southbound: Customers may not get on or off between Briggs Chaney Rd. and Castle Blvd. and Colesville Rd. Transfer here in AM rush to local and Spring St. except at Oak Leaf Dr. and Prelude Dr. buses serving University Boulevard.PRELUDE DR LOCKWOOD DR (Columbia Pike @ #10750) AM trips do not stop at University Blvd.
Northbound: Customers may not get on or off between Colesville Rd. and Spring St. and Briggs Chaney Rd. and Outlet Dr., except at Prelude Dr. and Oak Leaf Dr, but you COLUMBIA PIKE can get on and off at University Blvd.
DAM
UNIVERSITY BLVD
FOUR CORNERS
Guaranteed Ride Home When you take Metrobus or Metrorail to work, you are eligible to participate in the free Commuter (US RT 29) Connection Guaranteed Ride Home Program. The program will get you home in the event of a I-495 personal emergency or unscheduled overtime. To register and to receive program details, call Commuter Connection at 1-800-745-RIDE. (2/97)
COLESVILLE RD
SPRING ST GEORGIA AVE
WAYNE AVE 2nd AVE PAUL S. SARBANES TRANSIT SILVER SPRING CENTER STATION WMATA ©2015 For information regarding this map contact
Southbound To Silver Spring station Northbound To Greencastle Monday thru Friday — Monday thru Friday — Lunes a viernes Lunes a viernes Paul S. Paul S. Sarbanes Sarbanes Coles- Bur- Transit Transit ville Rd. tons- Bur- Center Center & Uni- ville tonsville Green- Briggs (SILVER (Silver Coles- versity Briggs Green- Cross- Crossing castle Park #14000 Chaney Colesville SPRING) Spring) ville Rd. Blvd. Chaney #14000 castle ing Route Park & & Ride Castle Park & Rd. & Route & Spring (Four Park & Castle Park & Park & Number Ride Lot Lot Blvd. Ride Lot Spring St. Number St. Corners) Ride Lot Blvd. Ride Lot Ride Lot AM Service — Servicio matutino PM Service — Servicio vespertino Z11 5:09 5:18 5:26 5:31 5:48 5:51 Z11 3:35 3:40 3:45 4:02 4:06 4:14 4:23 Z11 5:29 5:38 5:46 5:51 6:08 6:11 Z11 4:05 4:10 4:15 4:32 4:36 4:44 4:53 Z11 5:43 5:52 6:00 6:05 6:22 6:25 Z11 4:25 4:30 4:37 4:57 5:01 5:09 5:18 Z11 - 6:06 6:14 6:19 6:36 6:39 Z11 4:45 4:50 4:57 5:17 5:21 5:29 5:38 Z11 6:07 6:16 6:26 6:31 6:54 6:57 Z11 5:05 5:10 5:17 5:37 5:41 5:49 5:58 Z11 - 6:28 6:38 6:43 7:06 7:09 Z11 5:15 5:20 5:27 5:47 5:51 5:59 6:08 Z11 6:28 6:37 6:47 6:52 7:15 7:18 Z11 5:25 5:31 5:38 5:57 6:02 6:11 6:20 Z11 - 6:47 6:56 7:02 7:30 7:34 Z11 5:35 5:41 5:48 6:07 6:12 6:21 6:30 Z11 6:46 6:55 7:04 7:10 7:38 7:42 Z11 5:45 5:51 5:58 6:17 6:22 6:31 6:40 Z11 - 7:03 7:12 7:18 7:46 7:50 Z11 5:55 6:00 6:07 6:24 6:28 6:36 6:45 Z11 7:02 7:11 7:20 7:26 7:54 7:58 Z11 6:05 6:10 6:17 6:34 6:38 6:46 6:55 Z11 - 7:19 7:28 7:34 8:02 8:06 Z11 6:15 6:20 6:27 6:44 6:48 6:56 7:05 Z11 7:18 7:27 7:36 7:42 8:10 8:14 Z11 6:25 6:30 6:37 6:54 6:58 7:06 7:15 Z11 - 7:37 7:46 7:52 8:20 8:24 Z11 6:45 6:50 6:55 7:12 7:16 7:22 7:31 Z11 7:38 7:47 7:57 8:02 8:27 8:32 Z11 7:05 7:10 7:15 7:32 7:36 7:42 7:51 Z11 - 7:57 8:07 8:12 8:37 8:42 Z11 7:35 7:40 7:45 8:02 8:06 8:12 8:21 Z11 7:58 8:07 8:17 8:22 8:47 8:52 Z11 8:13 8:22 8:32 8:37 9:02 9:07 On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, Z11 8:33 8:42 8:52 8:57 9:22 9:27 and Presidents’ Day, Metrobus will run on a Saturday supplemental sched- On four Federal holidays, Columbus Day, Veterans’ Day, Martin L. King Day, ule. On these holidays, the weekday trips will operate. and Presidents’ Day, Metrobus will run on a Saturday supplemental sched- ule. On these holidays, the weekday trips will operate.
Page 3 of 3 H-18 Burtonsville Park & Ride – Columbia Pike – 129 To Paul S. Sarbanes Transit Center White Oak Shopping Ctr – Colesville Rd – (Silver Spring m) 129 To Burtonsville Park and Ride 129 Paul S. Sarbanes TC (Silver Spring m) MONDAY THROUGH FRIDAY MONDAY THROUGH FRIDAY SEE TIMEPOINT LOCATION ON ROUTE MAP SEE TIMEPOINT LOCATION ON ROUTE MAP
6 Burtonsville Park and Ride ) ) BURTONSVILLE
ood Dr & w onsville gs Chaney Rd Rd onsville t h k l S. Sarbanes TC esville Rd & h t g c u l a Castle Bur Bri Te Loc Colesville Rd & Paul S. Sarbanes TC P Co Lockwood Dr & Tec Briggs Chaney Bur Ridge Cir Park and Ride Park and Ride Park & Ride New Hampshire Ave University Blvd (Silver Spring m (Silver Spring m University Blvd New Hampshire Ave Park & Ride Park and Ride Park and Ride Briggs Chaney Rd 6 5 4 3 2 1 1 2 3 4 5 6 Old Columbia Pike 2 Columbia Pike 5:30 5:41 5:48 5:57 6:06 6:13 5:30 5:38 5:44 5:52 6:01 6:12 5:45 5:56 6:03 6:12 6:21 6:28 6:00 6:08 6:14 6:22 6:31 6:42 Randolph Rd 6:00 6:13 6:21 6:32 6:43 6:50 6:20 6:28 6:34 6:42 6:51 7:02 Ride On Route 129 makes limited Castle Blvd 6:15 6:28 6:36 6:47 6:58 7:05 6:38 6:48 6:55 7:03 7:12 7:23 stops or a aster ride serving only 15 29 5 Briggs Chaney Tech Rd 6:30 6:45 6:53 7:08 7:21 7:30 6:53 7:03 7:10 7:18 7:27 7:38 stops along US 29 (Columbia Pike). Park and Ride 6:45 7:00 7:08 7:23 7:36 7:45 7:08 7:18 7:25 7:33 7:42 7:53 4 2 7:00 7:15 7:23 7:38 7:51 8:00 7:23 7:33 7:40 7:48 7:57 8:08 Tech Rd FAIRLAND 7:15 7:30 7:38 7:53 8:06 8:15 7:38 7:48 7:54 8:02 8:11 8:21 Park & Ride New Hampshire Ave 7:30 7:45 7:53 8:08 8:21 8:30 7:53 8:03 8:09 8:17 8:26 8:36 7:45 8:00 8:08 8:23 8:36 8:45 8:10 8:20 8:26 8:34 8:43 8:53 8:00 8:14 8:21 8:33 8:45 8:55 8:30 8:40 8:46 8:54 9:03 9:13
H-19 8:15 8:29 8:36 8:48 9:00 9:10 9:00 9:10 9:16 9:24 9:33 9:43 Old Columbia Pike Columbia Pike April Ln 8:30 8:44 8:51 9:03 9:15 9:25 3:00 3:13 3:20 3:30 3:39 3:53 Stewart Ln 8:45 8:59 9:06 9:18 9:30 9:40 3:15 3:28 3:35 3:45 3:54 4:08 July Dr 9:00 9:11 9:17 9:28 9:39 9:49 3:30 3:43 3:50 4:00 4:09 4:23 Northwest Dr 3:00 3:13 3:21 3:30 3:37 3:46 3:45 4:00 4:08 4:19 4:28 4:42 *Colesville Rd & Spring St White Oak Shopping Center 3:30 3:43 3:51 4:01 4:08 4:19 4:00 4:15 4:23 4:34 4:43 4:57 Southbound Only Stop 4:00 4:13 4:21 4:31 4:38 4:49 4:15 4:30 4:38 4:49 4:58 5:12 3 White Oak *Colesville Rd & Fenton St Transit Center 4:18 4:31 4:39 4:49 4:56 5:07 4:30 4:45 4:53 5:04 5:13 5:27 Northbound Only Stop Lockwood r Meadowhill Rd HITE OA 4:33 4:46 4:54 5:04 5:11 5:22 4:45 5:00 5:08 5:19 5:28 5:42 University Blvd 4:48 5:01 5:09 5:19 5:26 5:37 5:00 5:15 5:23 5:34 5:43 5:57 5:03 5:16 5:24 5:34 5:41 5:52 5:15 5:30 5:38 5:49 5:58 6:12 Burnt Mills 29 Shopping Ctr 5:18 5:31 5:39 5:49 5:56 6:07 5:30 5:44 5:52 6:02 6:10 6:22 5:33 5:46 5:54 6:02 6:09 6:18 5:45 5:59 6:07 6:17 6:25 6:37 2 495 5:48 6:01 6:09 6:17 6:24 6:33 6:00 6:14 6:22 6:32 6:40 6:52 6:03 6:16 6:24 6:32 6:39 6:48 6:15 6:29 6:37 6:47 6:55 7:07 495 6:20 6:33 6:41 6:49 6:56 7:05 6:30 6:41 6:49 6:58 7:06 7:18 *Spring St 6:40 6:53 7:01 7:09 7:16 7:25 6:45 6:56 7:04 7:13 7:21 7:33 7:00 7:13 7:21 7:29 7:36 7:45 7:00 7:11 7:19 7:28 7:36 7:48 *Fenton St Colesville Rd NOTES: AM PM NOTES: AM PM Silver Spring Silver Civic Bldg Regional Center EY Spring 1 LIMIT D STOP BUS ROUT Maryland Paul S. Sarbanes Transit Center POINT OF INT R ST istrict o Columbia NOAA SILVER SPRING anuary 2 19 Subject to change There is NO Saturday or Sunday service on this route Route 129 FARES Effective September 2, 2017 WELCOME TO RIDE ON EFFECTIVE: JANUARY 6, 2019 Route 129 is a new limited stop route serving Regular Fare, Token, or SmarTrip® $2.00 RIDE ON is a community bus service operated by the Montgomery County Department of Transportation. the Columbia Pike corridor. The route begins at SmarTrip® Fare Transfer from MetroRail $1.50 RIDE ON operates over 75 routes that serve all 13 Burtonsville Park and Ride serving neighborhood Seniors and persons with disability with valid ID Montgomery County Metrorail stations and 7 MARC stations. (including attendant-eligible) except during free periods: communities along US 29 and terminates at Paul For detailed information, or to have timetables mailed, call 311. Senior/Disabled SmarTrip® or Cash $1.00 S. Sarbanes Transit Center next to Silver Spring m. Outside Montgomery County ...... 240-777-0311 To fi nd out where the 15 designated stops are Senior/Disabled SmarTrip® Transfer from Metrorail $0.50 located please refer to the map on the reverse Seniors age 65 years or older with a Senior Visit our web site at: Regular Mailing Address: www.rideonbus.com 129 side of the timetable. SmarTrip® card or valid Metro Senior ID Card Montgomery County DOT or with valid Medicare Card and Photo ID from Real Time information is Division of Transit Services Limited Stop 9:30 am – 3:00 pm Monday through Friday and available at: 101 Monroe Street, 5th Saturday from 8:30 am – 4:00 pm. www.rideonrealtime.com Floor Rockville, MD 20850 Person with disability with Metro Disabled ID Card GUARANTEED RIDE HOME from 9:30 am – 3:00 pm Monday through Friday and For more information, or to request this document in an Approximate travel Saturday from 8:30 am – 4:00 pm. FREE alternate format or translated into another language, please time between stops call 311, or outside Montgomery County 240-777-0311. When you take Metrobus, Metrorail and Ride On Person with disability with Metro Disability ID Burtonsville Park and Ride to work, you are eligible to participate in the free Card – Attendant Eligible from 9:30 am – 3:00 pm Para más información o para pedir este documento en un Mon. through Fri. and Sat. from 8:30 am – 4:00 pm. formato diferente o traducido a otro idioma, por favor, llame al 9-11 mins Briggs Chaney Park and Ride Commuter Connections Guaranteed Ride Home Attendant rides half fare or free depending on time. 311 o de fuera del Condado de Montgomery al 240-777-0311. Program. To register and to receive program Castle Blvd 䲆ᵱᥝ䌔䲆ᘉ 7-9 mins׀ᵱᥝզٌਙ໒ୗ̵௳מMetroAccess - Certifi ed Customer with ID ইᵱๅग़ ᮭ҅抬䡿 Tech Rd Park & Rideڥdetails call: MetroAccess - Companion 捌౮ٌਙ承҅抬䡿̶ইຎӧࣁ᠃ߵ泷 Commuter Services at 301-770-POOL(7665). ̶ Children under age 5 Stewart Ln & Old Columbia Pike Limit 2 children per paying passenger 자세한 정보를 원하시거나 본 문서를 다른 형식 또는 다른 언어로의 번 역본으로 원하실 경우, 전화번호 311, 또는 몽고메리 카운티 이외의 지역 Stewart Ln & April Ln Local Bus Transfer with SmarTrip® FREE 에서는 240-777-0311로 연락하시기 바랍니다. 8-9 mins Children 5 to 18 with a student ID or Lockwood Dr & July Dr
H-20 ለተጨማሪ መረጃ፣ ወይም ይህንን ዶኩመንት በተለዋጭ መልክ Youth Cruiser SmarTrip® Card HOW TO RIDE A BUS ለመጠየቅ ወይም ወደሌላ ቋንቋ ለማስተርጎም፣ እባከዎትን በ 311 Monday to Friday, 2:00 - 8:00 pm White Oak Transit Center ወይም ከሞንትጎመሪ ካውንቲ ውጪ 240-777-0311 ይደውሉ። Check schedule for timepoint nearest your Lockwood Dr & New Hampshire Ave location. Wait at the blue and white RIDE ON Pour plus d’informations ou pour recevoir un exemplaire de ce document sous un format différent ou traduit dans une autre Lockwood Dr & Northwest Dr bus stop sign. Arrive several minutes before langue, veuillez composer le 311 ou le 240-777-0311, à scheduled time. Have exact fare ready (drivers METROACCESS l’extérieur du comté de Montgomery. 7-8 mins Lockwood Dr & Meadowhill Rd do not make change). Để tìm hiểu thêm, hoặc để yêu cầu cung cấp tài liệu này theo định Burnt Mills Shopping Center Alternative paratransit service to this Ride On dạng khác hay chuyển ngữ sang ngôn ngữ khác, vui lòng gọi 311 • Not all stops are listed on a public timetable. route for people with certifi ed disabilities is hoặc số 240-777-0311 nếu gọi từ bên ngoài Quận Montgomery. Colesville Rd & University Blvd If you are unfamiliar with your stop, sit or • available. Call MetroAccess at 301-562-5360. HOLIDAY SCHEDULE Colesville Rd & Spring St (Southbound) stand behind the line near the front of the bus 8-12 mins Weekday Schedule operates on Columbus Day Colesville Rd & Fenton St (Northbound) and ask the bus driver to notify you when your Saturday Schedule operates on Independence Day stop is approaching. Paul S. Sarbanes TC (Silver Spring m) HOW TO READ A TIMETABLE Sunday Schedule operates on New Year’s Day, • Ask the bus driver if you are not sure if the Memorial Day, Labor Day, Thanksgiving Day, Christmas Day bus goes to your stop. Find the schedule for the day of the week and Special Schedule operates on MLK, Jr. Day, Presidents’ Day, SERVICE DAYS • Veterans Day • If you have internet access (at home or the direction you wish to ride. MONDAY - FRIDAY Like us on Facebook Follow us on Twitter somewhere else, such as a public library), • Find the timepoints closest to your origin and facebook.com/RideOnMCT twitter.com/RideOnMCT it may be easier for you to use an online destination. The timepoints are shown on the Subscribe to email alerts at trip planner rather than a paper timetable. route map and indicate the time the bus is www.montgomerycountymd.gov/govdelivery • Be mindful of changes in the schedule, scheduled to be at the particular location. Your Subscribe to text alerts by texting for holidays or bad weather. nearest bus stop may be between timepoints. MONTGOMERY RIDEON to 468311 • Please observe the following rules for all • Read down the column to see the times when YouTube patrons: No eating, drinking, or smoking. youtube.com/RideOnMCT a trip will be at the given timepoint. Read the Telephone 311 • Electronic devices may be played with times across to the right to see when the trip Thank You for Riding with Us! Online at www.rideonbus.com earphones set at low level. reaches other timepoints. Printed on recycled paper with soy-based ink Real Time Info at www.rideonrealtime.com Fares EFFECTIVE MARCH 1, Zone 3 2018 One Way – Full Fare $5.00 One Way – Senior/Disability Fare $4.00 Ten Trip – Full Fare $50.00 Ten Trip – Senior/Disability $40.00 Monthly Pass Full Fare $170.00 Monthly Pass – Senior/Disability $136.00 Transit Link Card (refer to commuterdirect.com for pricing) 201 • Commuter Bus Ticket Sales Commuter Direct Website: MTA.CommuterDirect.com COMMUTER BUS Phone: 410-697-2212 MARYLAND TRANSIT ADMINISTRATION • Major debit/credit cards are accepted on bus for one-way fares for the current trip. No debit/credit card one-way fares can be GAITHERSBURG PARK & RIDE purchased for future trips. TO BWI MARSHALL AIRPORT • Cash one-way fares using exact change may be purchased on the bus. No change will be given if you overpay. • Ten-trip tickets and Monthly Passes can be purchased from DAILY SERVICE Commuter Direct. • Reduced fares are available for senior citizens (65+), persons with disabilities, and Medicare Cardholders. To be eligible, you 4:00 A.M. TO 12:20 A.M. must show one of the following; a valid MTA Senior/Disability EXPRESS SERVICE VIA MD 200 TO: photo ID card, or any valid government issued photo ID with (Weekday Only) proof of age, or a valid disability ID from another transit agency NIST with any valid government issued photo ID, or a Medicare card with any valid government photo ID. SHADY GROVE METRO • Transit Link Cards allow for unlimited use of MTA Commuter Bus H-21 (up to the indicated zone), Metrorail, Metrobus, and GEORGIA AVE. P&R Ride-On during the indicated month. BURTONSVILLE P&R Wheelchair Accessible Service DORSEY MARC (Weekday Only) • All coaches are wheelchair accessible. STATION ARUNDEL MILLS MALL MTA Telephone Numbers BWI AIRPORT Information (410) 539-5000 or 1 (866) RIDE-MTA Internet Address www.mta.maryland.gov BWI MARC STATION E-Mail Comment Line [email protected] TTY (hearing/speech impaired) (410) 539-3497 OPERATED UNDER A SERVICE CONTRACT WITH: Directory Assistance 1 (888) 218-2267 Commuter Choice Maryland Info. (410) 767-8746 DILLON'S BUS SERVICE, INC. (800) 827-3490 Other Telephone Numbers Dillon's Bus Service, Inc. (800) 827-3490 MARC Train Information 1 (800) 325-RAIL Montgomery County RideOn 1 (240) 777-7433 WMATA Metro Bus/Rail 1 (202) 637-7000 Annapolis Transit (410) 263-7964 Prince George's TheBus (301) 324-2877 Howard Transit 1 (800) 270-9553 BWI Marshall Airport 1 (800) I-FLY-BWI MARYLAND DEPARTMENT Commuter Direct (410) 697-2212 OF TRANSPORTATION tel: 410-539-5000 ™ MARYLAND TRANSIT ADMINISTRATION 1-866-RIDE-MTA (743-3682) MARYLAND DEPARTMENT OF TRANSPORTATION mta.maryland.gov 6 St. Paul Street Baltimore, Maryland 21202-1614 This timetable is printed on recycled paper. YOUR RIDE IS HERE. This document is available in alternate format upon request. Weather & Emergency Plan For more information, or to request In the event that adverse weather conditions necessitate a change or deviation in the this document in an alternate format or morning schedule, announcements will be made on radio station WBAL (1090 AM). If the translated into another language, please morning service does not operate, then the afternoon service will not operate. contact the department listed below. Should the MTA be motivated by inclement weather or miscellaneous events to conduct earlier than regular service, the Commuter Bus division will determine if coaches are Para mayor información o para solicitar available to depart according to a modified schedule. este documento en un formato alternativo o Commuters should understand that the MTA requires sufficient advance notice in order to traducido a otro idioma, por favor contacte el mobilize coaches for earlier runs or necessary detours with individual service providers. departamento enlistado abajo. The MTA will generate e-notices and post announcements on the Commuter Bus Service Update Center online, once changes in service occur. 欲了解更多信息或欲索取另一种格 Standee Policy 式或译成其它语言的本文档， For the safety of our riders, the MTA prohibits standees on commuter buses except 请联系下列部门。 under the following circumstances: • If the last evening bus has a full seated load; Pour plus d’informations, ou pour obtenir ce • To accommodate passengers from another bus that has become disabled en-route; or document sous un format différent ou traduit • In emergency situations, such as severe inclement weather or civil defense events. dans une autre langue, veuillez contacter le Please note that a patron’s need to reach his or her destination by a certain time is not département indiqué ci-dessous. considered an “emergency” for these purposes. Drivers are required to enforce this policy and to deny boarding to additional passengers once the bus has achieved a full seated load. 더 자세한 정보가 필요하시거나, 이 문서에 Additional Service H-22 대한 다른 형식의 복사본 또는 다른 언어로 MTA Commuter Bus Nos. 202, 505, & 515 at Shady Grove 번역된 복사본이 필요하시면 아래 기재된 MTA Commuter Bus Nos. 202, 203, & 204 at Georgia Ave. P&R 부서로 문의하시기 바랍니다. MTA Commuter Bus Nos. 305 & 315 at Burtonsville P&R MTA Commuter Bus Nos. 202 & 204 at Gaithersburg P&R MARC Camden Line at Para sa higit na impormasyon, o para hilingin Dorsey Station MTA MARC Penn Line at BWI Rail Station ang dokumentong ito na nasa panghaliling WMATA Metrorail at Shady Grove format o nakasaling-wika sa iba pang wika, WMATA MetroBus mangyaring kontakin ang depertamentong Montgomery County RideOn nakalista sa ibaba. Annapolis Transit Howard Transit MTA Local Bus #17 at BWI Для получения дополнительной MTA Light Rail at BWI информации или запроса этого документа Prince George's TheBus в альтернативном формате либо в переводе на другой язык, просьба связаться с Days of Operation указанным отделом. The ICC 201 Bus Route will operate the Weekend / Holiday schedule on Saturdays, Sundays and the following observed Holidays:
MTA Transit Information Contact Center New Year’s Day, Martin Luther King Day, President’s Day, Memorial Day, Independence Day, Agents available Monday – Friday Labor Day, Columbus Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving and 6:00 AM – 7:00 PM Christmas Day. 410-539-5000 • 866-743-3682 The ICC 201 bus route will operate 365 days per year. TTY 410-539-3497 MD Relay Users Dial 7-1-1 A Guaranteed Ride Home program is available for personal emergencies and unscheduled overtime. Participants must register with Commuter Connections at (800) 745-7433 to use this service. WEEKDAY Effective March 1, 2018 NO. 201 LINE EASTBOUND FROM GAITHERSBURG TO BWI AIRPORT Trip No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MONTGOMERY COUNTY Gaithersburg Park & Ride (MD 124 & I-270) 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 6:00 MD 117 & Bureau Dr. (NIST) 4:03 5:03 6:03 7:03 8:03 9:03 10:03 11:03 12:03 1:03 2:03 3:03 4:03 5:03 6:03 Shady Grove Metro M (east side) 4:11 5:11 6:11 7:11 8:11 9:11 10:11 11:11 12:11 1:11 2:11 3:11 4:11 5:11 6:11 Georgia Avenue Park & Ride (MD 97) 4:21 5:21 6:21 7:21 8:21 9:21 10:21 11:21 12:21 1:21 2:21 3:21 4:21 5:21 6:21 Burtonsville Park & Ride 4:35 5:35 6:35 7:35 8:35 9:35 10:35 11:35 12:35 1:35 2:35 3:35 4:35 5:35 6:35 HOWARD COUNTY Dorsey MARC Station ------1:56 2:56 3:56 4:56 5:56 6:56 Beyond this stop, buses will discharge passengers only, and may depart stops ahead of schedule. ANNE ARUNDEL COUNTY Arundel Mills Mall (shelters near Best Buy) ------8:00 9:00 10:00 11:00 12:00 1:00 2:04 3:04 4:04 5:04 6:04 7:04 BWI Airport (Southwest Airlines - upper level) ------8:08 9:08 10:08 11:08 12:08 1:08 2:16 3:16 4:16 5:16 6:16 7:16 BWI Airport (International Terminal - upper level) ------8:09 9:09 10:09 11:09 12:09 1:09 2:17 3:17 4:17 5:17 6:17 7:17 BWI Airport (MARC / Amtrak Rail Station) 5:00 6:00 7:00 8:15 9:15 10:15 11:15 12:15 1:15 2:23 3:23 4:23 5:23 6:23 7:23 BWI Airport (Southwest Airlines - lower level) 5:05 6:05 7:05 ------BWI Airport (International Terminal - lower level) 5:06 6:06 7:06 ------Arundel Mills Mall (shelters near Best Buy) 5:18 6:18 7:18 ------Please note, BOLD TIMES are PM. H-23
Effective March 1, 2018 NO. 201 LINE WESTBOUND FROM BWI AIRPORT TO GAITHERSBURG Trip No. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ANNE ARUNDEL COUNTY BWI Airport (MARC / Amtrak Rail Station) 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 BWI Airport (Southwest Airlines - lower level) 5:05 6:05 7:05 8:05 9:05 10:05 11:05 12:05 1:05 2:05 3:05 4:05 5:05 6:05 7:05 8:05 9:05 10:05 11:05 BWI Airport (International Terminal - lower level) 5:06 6:06 7:06 8:06 9:06 10:06 11:06 12:06 1:06 2:06 3:06 4:06 5:06 6:06 7:06 8:06 9:06 10:06 11:06 Arundel Mills Mall (shelters near Best Buy) 5:18 6:18 7:18 8:18 9:18 10:18 11:18 12:18 1:18 2:18 3:18 4:18 5:18 6:18 7:18 8:18 9:18 10:18 11:18 HOWARD COUNTY Dorsey MARC Station 5:25 6:25 7:25 8:25 ------1:25 ------10:25 -- Beyond this stop on trips 20-34, buses will discharge passengers only, and may depart stops ahead of schedule. MONTGOMERY COUNTY 5:36 6:46 7:46 8:36 9:31 10:31 11:31 12:31 1:36 2:31 3:31 4:31 5:31 6:31 7:31 8:31 9:31 10:36 11:31 Burtonsville Park & Ride 5:46 6:46 7:46 8:46 9:43 10:43 11:43 12:43 1:46 2:43 3:43 4:43 5:43 6:43 7:43 8:43 9:43 10:46 11:43 Georgia Avenue Park & Ride (MD 97) 6:03 7:03 8:03 9:03 10:00 11:00 12:00 1:00 2:03 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:03 12:00 Shady Grove Metro M (east side) 6:11 7:11 8:11 9:11 10:08 11:08 12:08 1:08 2:11 3:08 4:08 5:08 6:08 7:08 8:08 9:08 10:08 11:11 12:08 MD 117 & Bureau Dr. (NIST) 6:20 7:20 8:20 9:20 10:17 11:17 12:17 1:17 2:20 3:17 4:17 5:17 6:17 7:17 8:17 9:17 10:17 11:20 12:17 Gaithersburg Park & Ride (MD 124 & I-270) 6:23 7:23 8:23 9:23 10:20 11:20 12:20 1:20 2:23 3:20 4:20 5:20 6:20 7:20 8:20 9:20 10:20 11:23 12:20 Please note, BOLD TIMES are PM.
MARC monthly and weekly passes accepted on trips between BWI (MARC/ Amtrak Station) and Dorsey Station Please note, that on the #201, local trips between the BWI Airport stops and the MARC/Amtrak Rail Station are prohibited. There is a free shuttle service between these 2 locations, that is already provided. Effective March 1, 2018 WEEKEND/HOLIDAY NO. 201 LINE EASTBOUND FROM GAITHERSBURG TO BWI AIRPORT Trip No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 MONTGOMERY COUNTY Gaithersburg Park & Ride (MD 124 & I-270) 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 6:00 MD 117 & Bureau Dr. (NIST) This stop will not be served on Saturdays, Sundays and Holidays. Shady Grove Metro M (east side) 4:08 5:08 6:08 7:08 8:08 9:08 10:08 11:08 12:08 1:08 2:08 3:08 4:08 5:08 6:08 Georgia Avenue Park & Ride (MD 97) 4:15 5:15 6:15 7:15 8:15 9:15 10:15 11:15 12:15 1:15 2:15 3:15 4:15 5:15 6:15 Burtonsville Park & Ride 4:32 5:32 6:32 7:32 8:32 9:32 10:32 11:32 12:32 1:32 2:32 3:32 4:32 5:32 6:32 Beyond this stop, buses will discharge passengers only, and may depart stops ahead of schedule. HOWARD COUNTY Will not be served on Saturdays, Sundays and Holidays when MARC service does not operate Dorsey MARC Station This stop will not be served on Saturdays, Sundays and Holidays when MARC service does not operate. ANNE ARUNDEL COUNTY Arundel Mills Mall (shelters near Best Buy) 4:57 5:57 6:57 7:57 8:57 9:57 10:57 11:57 12:57 1:57 2:57 3:57 4:57 5:57 6:57 BWI Airport (Southwest Airlines - upper level) 5:09 6:09 7:09 8:09 9:09 10:09 11:09 12:09 1:09 2:09 3:09 4:09 5:09 6:09 7:09 BWI Airport (International Terminal - upper level) 5:10 6:10 7:10 8:10 9:10 10:10 11:10 12:10 1:10 2:10 3:10 4:10 5:10 6:10 7:10 BWI Airport (MARC / Amtrak Rail Station) 5:16 6:16 7:16 8:16 9:16 10:16 11:16 12:16 1:16 2:16 3:16 4:16 5:16 6:16 7:16 Please note, BOLD TIMES are PM.
Effective March 1, 2018 NO. 201 LINE WESTBOUND FROM BWI AIRPORT TO GAITHERSBURG Trip No. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 H-24 ANNE ARUNDEL COUNTY BWI Airport (MARC / Amtrak Rail Station) 9:00 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 BWI Airport (Southwest Airlines - lower level) 9:05 10:05 11:05 12:05 1:05 2:05 3:05 4:05 5:05 6:05 7:05 8:05 9:05 10:05 11:05 BWI Airport (International Terminal - lower level) 9:06 10:06 11:06 12:06 1:06 2:06 3:06 4:06 5:06 6:06 7:06 8:06 9:06 10:06 11:06 Arundel Mills Mall (shelters near Best Buy) 9:18 10:18 11:18 12:18 1:18 2:18 3:18 4:18 5:18 6:18 7:18 8:18 9:18 10:18 11:18 Beyond this stop, buses will discharge passengers only, and may depart stops ahead of schedule. HOWARD COUNTY Dorsey MARC Station 9:31 10:31This stop 11:31 will not 12:31 be served 1:31 on Saturdays,2:31 3:31 Sundays 4:31 and Holidays5:31 6:31 when MARC7:31 service8:31 does9:31 not operate.10:31 11:31 MONTGOMERY COUNTY 9:53 10:53 11:53 12:53 1:53 2:53 3:53 4:53 5:53 6:53 7:53 8:53 9:53 10:53 11:53 Burtonsville Park & Ride 9:43 10:43 11:43 12:43 1:43 2:43 3:43 4:43 5:43 6:43 7:43 8:43 9:43 10:43 11:43 Georgia Avenue Park & Ride (MD 97) 10:00 11:00 12:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 Shady Grove Metro M (east side) 10:08 11:08 12:08 1:08 2:08 3:08 4:08 5:08 6:08 7:08 8:08 9:08 10:08 11:08 12:08 MD 117 & Bureau Dr. (NIST) This stop will not be served on Saturdays, Sundays and Holidays. Gaithersburg Park & Ride (MD 124 & I-270) 10:17 11:17 12:17 1:17 2:17 3:17 4:17 5:17 6:17 7:17 8:17 9:17 10:17 11:17 12:17 Please note, BOLD TIMES are PM. Please note, that on the #201, local trips between the BWI Airport stops and the MARC/Amtrak Rail Station are prohibited. There is a free shuttle service between these 2 locations, that is already provided.
Luggage Policy
Bus drivers are required to assist passengers in the loading and unloading of luggage in the baggage compartment at each stop. This assistance includes opening and securing of the baggage bay doors and lifting items from the curb into the bus and from the bus back to the curb. Drivers shall make every effort to separate baggage by destination to expedite the unloading time at the drop off points. Covered Parking Lot A B C D
E BUSES F 29 29 1
Kiss & Ride Lot Columbia Town Center BUSES
Shady Grove Station H 95 49527095 G 202 195195495270 & 10 1000 BWI Bus. 201 515 Columbia & 1 District C 505 29 2955 M BUSES L Kiss & Ride Lot Covered Parking Lot B Bus Bay East service details for each bus A bay are shown below Brookeville Dorsey 108 A MARC M Bus Bay West A 32 97 BWI M service details for each bus Parking Lot bay are shown below Airport Germantown MARC 124 175 Escalator 175 295 showing direction as you step 170 274952700 off the escalator Jessup Elevator Arundel Mills Metropolitan Mall Grove MARC M Gaithersburg P Park and Ride
d
R
d NIST r 97 a 97 h rc O Quince 355 Shady Grove 182 Great Metro Savage
H-25 M 32 28 97 Burtonsville Gaithersburg Georgia Avenue 198 Park and Ride Seneca Park and Ride 650 P Rd. NSA Laurel 292955 198 M MARC Norbeck Rd. Laurel Shady Grove Rd. Fort Meade Rockville Odenton OUNT MARC Metro/MARC INTERC Y CON NEC M M TOR M Rockville
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A Bethesda Langley Park College Park CollegePark M M Metro / MARC 010.5 234
New Carrollton Miles Fares EFFECTIVE APRIL 1, Zone 3 2017 One Way – Full Fare $5.00 One Way – Senior/Disability Fare $4.00 Ten Trip – Full Fare $50.00 Ten Trip – Senior/Disability $40.00 Monthly Pass Full Fare $170.00 Monthly Pass – Senior/Disability $136.00 Transit Link Card (refer to commuterdirect.com for pricing) 203 • Commuter Bus Ticket Sales Commuter Direct Email: MTA.CommuterDirect.com COMMUTER BUS Phone: 410-697-2212 MARYLAND TRANSIT ADMINISTRATIONTO BETHESDA • Only cash one-way fares using exact change may be purchased on the bus. No change will be given if you overpay. COLUMBIA • Ten-trip tickets and Monthly Passes can be purchased from Commuter Direct. • MTA Commuter Choice Maryland Vouchers are accepted on WEEKDAY PEAK SERVICE this service. • Reduced fares are available for senior citizens (65+), persons 5:33 A.M. TO 5:42 P.M. with disabilities, and Medicare Cardholders. To be eligible, you must show one of the following; a valid MTA Senior/Disability EXPRESS SERVICE VIA MD 200 TO: photo ID card, or any valid government issued photo ID with proof of age, or a valid disability ID from another transit SNOWDEN RIVER P & R agency with any valid government issued photo ID, or a Medicare card with any valid government photo ID. • Transit Link Cards allow for unlimited use of MTA Commuter COLUMBIA MALL Bus (up to the indicated zone), Metrorail, Metrobus, and H-26 Ride-On during the indicated month. SCAGGSVILLE P & R Wheelchair Accessible Service BURTONSVILLE P & R • All coaches are wheelchair accessible GEORGIA AVE. P & R MTA Telephone Numbers USUHS Information (410) 539-5000 or 1 (866) RIDE-MTA WRNMMC / NIH Internet Address www.mta.maryland.gov E-Mail Comment Line [email protected] MEDICAL CTR. METRO TTY (hearing/speech impaired) (410) 539-3497 Directory Assistance 1 (888) 218-2267 OPERATED UNDER A Commuter Choice Maryland Info. (410) 767-8746 SERVICE CONTRACT WITH: DILLON'S BUS SERVICE, INC. (800) 827-3490 Other Telephone Numbers
Dillon's Bus Service, Inc. 1 (800) 827-3490 WMATA Metrorail and Metrobus (202) 637-7000 Montgomery County Ride-On (240) 777-7433 Howard Transit 1 (800) 270-9553 Commuter Solutions of Howard County (410) 313-3130 Prince George's TheBus (301) 324-2877 Commuter Direct (410) 697-2212 MARYLAND DEPARTMENT
OF TRANSPORTATION ™ tel: 410-539-5000 MARYLAND TRANSIT ADMINISTRATION MARYLAND DEPARTMENT OF TRANSPORTATION 1-866-RIDE-MTA (743-3682) 6 St. Paul Street mta.maryland.gov Baltimore, Maryland 21202-1614 This timetable is printed on recycled paper. YOUR RIDE IS HERE. This document is available in alternate format upon request. Effective April 1, 2017 NO. 203 LINE SOUTHBOUND FROM COLUMBIA TO BETHESDA (A.M.) S S Trip No. 1 2 3 HOWARD COUNTY Snowden River Park & Ride 5:33 6:03 6:33 The Mall in Columbia (South Ring Rd.) 5:44 6:14 6:44 Scaggsville Park & Ride 5:58 6:28 6:58 MONTGOMERY COUNTY Burtonsville Park & Ride 6:06 6:36 7:06 Georgia Avenue Park & Ride (opening in early 2012) 6:22 6:52 7:22 Jones Bridge Rd. & University Rd. (USUHS) 6:41 7:11 7:41 Rockville Pike (MD 355) & South Wood Rd. (WRNMMC & NIH) M 6:45 7:15 7:45 Rockville Pike (MD 355) & North Wood Rd. (WRNMMC & NIH) M 6:46 7:16 7:46
Effective April 1, 2017 NO. 203 LINE NORTHBOUND FROM BETHESDA TO COLUMBIA (P.M.) S S Trip No. 4 5 6 7 MONTGOMERY COUNTY Rockville Pike (MD 355) & South Dr. (WRNMMC & NIH) M 3:40 4:10 4:40 5:10 Jones Bridge Rd. opp. University Rd. (USUHS) 3:44 4:14 4:44 5:14 H-27 Georgia Avenue Park & Ride 4:03 4:33 5:03 5:33 Burtonsville Park & Ride 4:19 4:49 5:19 5:49 HOWARD COUNTY Scaggsville Park & Ride 4:27 4:57 5:27 5:57 The Mall in Columbia (South Ring Rd.) 4:41 5:11 5:41 6:11 Snowden River Park & Ride 4:52 5:22 5:52 6:22
Connecting Transit Services Days of Operation
MTA Bus No. 150 at Columbia Mall The No. 203 line operates Monday through Friday. It does MTA Commuter Bus Nos. 310 and 320 at Snowden River not operate on Saturdays, Sundays, and the following P&R and Columbia Mall observed holidays: MTA Commuter Bus Nos. 305 & 315 at Columbia Mall, Scaggsville P&R, and Burtonsville P&R New Year's Day, Martin Luther King Day, President's Day, MTA Commuter Bus No. 325 at Columbia Mall Memorial Day, Independence Day, Labor Day, Columbus Day, MTA Commuter Bus No. 345 at Snowden River P&R Veteran's Day, Thanksgiving Day, Friday after Thanksgiving MTA ICC Commuter Bus No. 201 at Burtonsville P&R and and Christmas Day. Georgia Avenue P&R MTA ICC Commuter Bus No. 202 & 204 at Georgia A Guaranteed Ride Home program is available for personal Avenue P&R emergencies and unscheduled overtime. Participants must Montgomery Co. Ride-On register with Commuter Connections at (800) 745-7433 to use this service. WMATA Metro Bus WMATA Metro Rail CMRT – Central Maryland Regional Transit Howard Transit Prince George’s The Bus Weather & Emergency Plan For more information, or to request this document in an alternate format or In the event that adverse weather conditions necessitate a change or deviation in the morning schedule, translated into another language, please announcements will be made on radio station WBAL contact the department listed below. (1090 AM). If the morning service does not operate, then the afternoon service will not operate. Para mayor información o para solicitar este documento en un formato alternativo o Should the MTA be motivated by inclement weather or traducido a otro idioma, por favor contacte el miscellaneous events to conduct earlier than regular departamento enlistado abajo. service, the Commuter Bus division will determine if coaches are available to depart according to a modified 欲了解更多信息或欲索取另一种格 schedule. 式或译成其它语言的本文档， Commuters should understand that the MTA requires sufficient advance notice in order to mobilize coaches for 请联系下列部门。 earlier runs or necessary detours with individual s ervice Pour plus d’informations, ou pour obtenir ce providers. document sous un format différent ou traduit The MTA will generate e-notices and post announcements dans une autre langue, veuillez contacter le on the Commuter Bus Service Update Center online, once département indiqué ci-dessous. changes in service occur.
더 자세한 정보가 필요하시거나, 이 문서에 Standee Policy
H-28 대한 다른 형식의 복사본 또는 다른 언어로 For the safety of our riders, the MTA prohibits standees on commuter buses except under the following 번역된 복사본이 필요하시면 아래 기재된 circumstances: 부서로 문의하시기 바랍니다. • If the last evening bus has a full seated load; • To accommodate passengers from another bus that Para sa higit na impormasyon, o para hilingin has become disabled en-route; or ang dokumentong ito na nasa panghaliling • In emergency situations, such as severe inclement format o nakasaling-wika sa iba pang wika, weather or civil defense events. Please note that a patron’s need to reach his or her mangyaring kontakin ang depertamentong destination by a certain time is not considered an nakalista sa ibaba. “emergency” for these purposes. Drivers are required to enforce this policy and to deny boarding to additional Для получения дополнительной passengers once the bus has achieved a full seated load. информации или запроса этого документа в альтернативном формате либо в переводе на другой язык, просьба связаться с указанным отделом.
MTA Transit Information Contact Center Agents available Monday – Friday 6:00 AM – 7:00 PM 410-539-5000 • 866-743-3682 TTY 410-539-3497 MD Relay Users Dial 7-1-1 The Mall in To monocacy Columbia MARC Station Snowden River Park and Ride
216
Scaggsville Park and Ride
Burtonsville Park and Ride H-29 Georgia Avenue Park and Ride
185
Route 203 Park & Ride MARC Rail Station WMATA Metro Station MTA Light Rail 355 Bus Stop ICC Route Jones Bridge Rd. ICC Route Expansion NIH National Naval Med Ctr.
College Park Metro / MARC Fares EFFECTIVE SEPTEMBER 1, • From Columbia, Scaggsville, and Burtonsville to Silver Spring is Zone 2; from Silver Spring to Washington, D.C. is Zone 2; 2018 from Columbia, Scaggsville, and Burtonsville to Washington, D.C. is Zone 3. Zone 2 Zone 3 One Way – Full Fare $4.00 $5.00 One Way – Senior/Disability Fare $3.00 $4.00 Ten Trip – Full Fare $40.00 $50.00 Ten Trip – Senior/Disability $30.00 $40.00 305 Monthly Pass Full Fare $136.00 $170.00 Monthly Pass – Senior/Disability $102.00 $136.00 Transit Link Card (refer to commuterdirect.com for pricing) COMMUTER BUS • Commuter Bus Ticket Sales MARYLAND TRANSIT ADMINISTRATIONSILVER SPRING Commuter Direct AND Website: MTA.CommuterDirect.com COLUMBIA Phone: 410-697-2212 TO WASHINGTON D.C. • Only cash one-way fares using exact change may be purchased on the bus. No change will be given if you overpay. • Ten-trip tickets and Monthly Passes can be purchased from WEEKDAY PEAK SERVICE Commuter Direct. • Reduced fares are available for senior citizens (65+), persons with disabilities, and Medicare Cardholders. To be eligible, you 4:30 A.M. TO 8:48 P.M. must show one of the following; a valid MTA Senior/Disability photo ID card, or any valid government issued photo ID with EXPRESS SERVICE VIA U.S. 29 TO: proof of age, or a valid disability ID from another transit agency with any valid government issued photo ID, or a THE MALL IN COLUMBIA Medicare card with any valid government photo ID.
H-30 • Transit Link Cards allow for unlimited use of MTA Commuter Bus (up to the indicated zone), Metrorail, Metrobus, and BROKEN LAND P&R Ride-On during the indicated month. • Free connections, between MTA Commuter Buses only, are available at The Mall in Columbia and at Broken Land SCAGGSVILLE P&R Park & Ride. BURTONSVILLE P&R Wheelchair Accessible Service SILVER SPRING • All coaches are wheelchair accessible. METRO STATION MTA Telephone Numbers Information (410) 539-5000 or 1 (866) RIDE-MTA WASHINGTON D.C. Internet Address www.mta.maryland.gov OPERATED UNDER A E-Mail Comment Line [email protected] SERVICE CONTRACT WITH: TTY (hearing/speech impaired) (410) 539-3497 MARTZ / GOLD LINE (800) 862-1400 Directory Assistance 1 (888) 218-2267 Commuter Choice Maryland Info. (410) 767-8746 Other Telephone Numbers Martz / Gold Line 1 (800) 862-1400 WMATA Metrorail and Metrobus (202) 637-7000 Montgomery County Ride-On (240) 777-7433 RTA 1 (800) 270-9553 Commuter Solutions of Howard County (410) 313-3130 MARYLAND DEPARTMENT Commuter Direct (410) 697-2212 OF TRANSPORTATION tel: 410-539-5000 ™ MARYLAND TRANSIT ADMINISTRATION 1-866-RIDE-MTA (743-3682) MARYLAND DEPARTMENT OF TRANSPORTATION mta.maryland.gov 6 St. Paul Street Baltimore, Maryland 21202-1614 This timetable is printed on recycled paper. YOUR RIDE IS HERE. This document is available in alternate format upon request. Effective September 1, 2018 NO. 305 LINE SOUTHBOUND FROM COLUMBIA TO SILVER SPRING / WASHINGTON, D.C. (A.M.) S S S S S S Trip No. 1 2 3 4 5 6 7 8 9 10 11 HOWARD COUNTY The Mall in Columbia (South Ring Road) 4:30 4:50 5:10 5:30 5:50 6:10 6:30 6:50 7:10 7:30 7:50 Little Patuxent Pkwy. opp. Gov. Warfield Pkwy. 4:32 4:52 5:12 5:32 5:52 6:12 6:32 6:52 7:12 7:32 7:52 Little Patuxent Pkwy. & Vantage Point Rd. 4:33 4:53 5:13 5:33 5:53 6:13 6:33 6:53 7:13 7:33 7:53 Thunder Hill Rd. & Oakland Mills Rd. 4:35 4:55 5:15 5:35 5:55 6:15 6:35 6:55 7:15 7:35 7:55 Whiteacre Rd. & Thunder Hill Rd. 4:37 4:57 5:17 5:37 5:57 6:17 6:37 6:57 7:17 7:37 7:57 Oakland Mills Village Center 4:39 4:59 5:19 5:39 5:59 6:19 6:39 6:59 7:19 7:39 7:59 Stevens Forest Rd. opp. Kilimanjaro Rd. 4:40 5:00 5:20 5:40 6:00 6:20 6:40 7:00 7:20 7:40 8:00 Stevens Forest Rd. opp. Farewell Rd. 4:41 5:01 5:21 5:41 6:01 6:21 6:41 7:01 7:21 7:41 8:01 Stevens Forest Rd. & Soft Shade Way 4:42 5:02 5:22 5:42 6:02 6:22 6:42 7:02 7:22 7:42 8:02 Broken Land Pkwy. opp. Cradlerock Way N. 4:44 5:04 5:24 5:44 6:04 6:24 6:44 7:04 7:24 7:44 8:04 Broken Land Pkwy. opp. Cradlerock Way S. 4:45 5:05 5:25 5:45 6:05 6:25 6:45 7:05 7:25 7:45 8:05 Broken Land Pkwy. opp. Snowden River Pkwy. 4:46 5:06 5:26 5:46 6:06 6:26 6:46 7:06 7:26 7:46 8:06 Broken Land Park & Ride (East Lot) 4:48 5:08 5:28 5:48 6:08 6:28 6:48 7:08 7:28 7:48 8:08 Scaggsville Park & Ride 5:00 5:20 5:40 6:00 6:20 6:40 7:00 7:20 7:40 8:00 8:20 MONTGOMERY COUNTY Burtonsville Park & Ride 5:08 5:28 5:48 6:08 6:28 6:48 7:08 7:28 7:48 8:08 8:28 Beyond this point, buses may depart stops ahead of schedule. Colesville Rd. & Fenton St. 5:26 5:46 6:06 6:26 6:49 7:12 7:35 7:58 8:19 8:39 8:59 Silver Spring Metrorail Station ( M ) 5:28 5:48 6:08 6:28 6:51 7:14 7:37 8:00 8:21 8:41 9:01 WASHINGTON, D.C. 16th St. & Aspen St., N.W. 5:32 5:52 6:12 6:32 6:55 7:19 7:43 8:06 8:29 8:49 9:09 H-31 16th St. & Harvard St., N.W. 5:39 5:59 6:19 6:39 7:03 7:29 7:55 8:18 8:41 9:01 9:21 New Hampshire Ave. & Dupont Cir., N.W. ( M ) 5:44 6:04 6:24 6:44 7:08 7:34 8:01 8:24 8:47 9:07 9:27 19th St. & M St., N.W. 5:46 6:06 6:26 6:46 7:10 7:36 8:04 8:27 8:50 9:10 9:30 19th St. & K St., N.W. (Farragut M ) 5:48 6:08 6:28 6:48 7:12 7:38 8:06 8:29 8:52 9:12 9:32 19th St. bet. Penn. Ave. & H St., N.W. 5:49 6:09 6:29 6:49 7:13 7:39 8:08 8:31 8:54 9:14 9:34 19th St. & E St., N.W. 5:51 6:11 6:31 6:51 7:15 7:41 8:10 8:33 8:56 9:16 9:36 Constitution Ave. & 14th St., N.W. 5:56 6:16 6:36 6:56 7:20 7:47 8:16 8:39 9:02 9:22 9:42 Constitution Ave. opp. 10th St., N.W. 5:58 6:18 6:38 6:58 7:22 7:49 8:18 8:41 9:04 9:24 9:44 7th St. & Constitution Ave., N.W. (Archives M ) 5:59 6:19 6:39 6:59 7:23 7:51 8:20 8:43 9:06 9:26 9:46 Indep. Ave. bet. 7th & 6th Sts., S.W. (L'Enfant Plaza M ) 6:01 6:21 6:41 7:01 7:25 7:53 8:22 8:45 9:08 9:28 9:48 Independence Ave. bet. 4th & 3rd Sts., S.W. 6:03 6:23 6:43 7:03 7:27 7:55 8:24 8:47 9:10 9:30 9:50 Independence Ave. & 1st St., S.E. (Library of Congress) 6:06 6:26 6:46 7:06 7:30 7:58 8:27 8:50 9:13 9:33 9:53
Days of Operation The No. 305 line operates Monday thru Friday. It does not operate on Saturdays, Sundays and the following observed Holidays: New Year’s Day, Martin Luther King Day, President’s Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving and Christmas Day. Periodically, the MTA will operate Commuter Bus Services on reduced schedules in an effort to accommodate fewer riders when demand for these buses is significantly lower. Trips marked with “S” denote the “Special Service Schedule. On Special Service Days only, those trips designated with the “S” will operate. Effective September 1, 2018 NO. 305 LINE NORTHBOUND FROM WASHINGTON, D.C. / SILVER SPRING TO COLUMBIA (P.M.) S S S S S S S Trip No. 12 13 14 15 16 17 18 19 20 21 22 23 WASHINGTON, D.C. Independence Ave. & 1st St., S.E. (Library of Congress) 1:00 2:40 3:00 3:20 3:40 4:00 4:20 4:40 5:00 5:20 5:50 7:00 Independence Ave. & 4th St., S.W. 1:03 2:43 3:03 3:23 3:43 4:03 4:23 4:43 5:03 5:23 5:53 7:03 7th St. & Independence Ave., S.W. (L'Enfant Plaza M ) 1:05 2:46 3:06 3:26 3:46 4:06 4:26 4:46 5:06 5:26 5:56 7:06 Constitution Ave. & 9th St., N.W. 1:09 2:50 3:10 3:30 3:50 4:10 4:30 4:50 5:10 5:30 6:00 7:10 Constitution Ave. bet. 14th and 15th Sts., N.W. 1:11 2:53 3:13 3:34 3:54 4:14 4:34 4:54 5:14 5:34 6:04 7:13 18th St. & C St., N.W. 1:14 2:56 3:16 3:38 3:58 4:19 4:39 4:59 5:19 5:38 6:07 7:16 18th St. & E St., N.W. 1:16 2:58 3:18 3:40 4:00 4:21 4:41 5:01 5:21 5:40 6:09 7:18 18th St. & Pennsylvania Ave., N.W. 1:18 3:00 3:20 3:42 4:02 4:23 4:44 5:04 5:24 5:43 6:12 7:21 18th St. & K St., N.W. (Farragut M ) 1:20 3:02 3:22 3:44 4:04 4:25 4:46 5:06 5:26 5:45 6:14 7:23 18th St. & M St., N.W. 1:22 3:04 3:24 3:46 4:06 4:27 4:48 5:08 5:28 5:47 6:16 7:25 18th St. & Massachusetts Ave., N.W. (Dupont Circle M ) 1:24 3:06 3:26 3:48 4:08 4:29 4:50 5:10 5:30 5:49 6:18 7:27 16th St. & Harvard St., N.W. 1:29 3:11 3:31 3:54 4:14 4:36 4:58 5:18 5:38 5:57 6:25 7:33 16th St. & Aspen St., N.W. 1:38 3:20 3:40 4:03 4:23 4:45 5:08 5:28 5:48 6:07 6:36 7:44 MONTGOMERY COUNTY Silver Spring Metrorail Station ( M ) 1:45 3:27 3:47 4:10 4:30 4:52 5:16 5:36 5:56 6:17 6:45 7:53 Colesville Rd. & Fenton St. 1:47 3:30 3:50 4:13 4:33 4:55 5:19 5:39 5:59 6:20 6:48 7:55 Beyond this point, buses may depart stops ahead of schedule. Passengers may board or alight buses at Burtonsville, Broken Land, and The Mall in Columbia; all other stops are discharge only on request. Burtonsville Park & Ride 2:07 3:51 4:11 4:34 4:57 5:19 5:45 6:05 6:23 6:44 7:09 8:13 HOWARD COUNTY Scaggsville Park & Ride 2:15 4:00 4:20 4:43 5:06 5:28 5:54 6:14 6:32 6:53 7:18 8:21
H-32 Broken Land Park & Ride (East Lot) 2:25 4:11 4:31 4:54 5:17 5:39 6:05 6:25 6:43 7:04 7:28 8:29 Broken Land Pkwy. & Snowden River Pkwy. 2:27 4:13 4:33 4:56 5:19 5:41 6:07 6:27 6:45 7:06 7:30 8:31 Broken Land Pkwy. & Cradlerock Way S. 2:28 4:14 4:34 4:57 5:20 5:42 6:08 6:28 6:46 7:07 7:31 8:32 Broken Land Pkwy. & Cradlerock Way N. 2:29 4:15 4:35 4:58 5:21 5:43 6:09 6:29 6:47 7:08 7:32 8:33 Stevens Forest Rd. opp. Soft Shade Way 2:31 4:17 4:37 5:00 5:23 5:45 6:11 6:31 6:49 7:10 7:34 8:35 Stevens Forest Rd. & Farewell Rd. 2:32 4:18 4:38 5:01 5:24 5:46 6:12 6:32 6:50 7:11 7:35 8:36 Stevens Forest Rd. & Kilimanjaro Rd. 2:33 4:19 4:39 5:02 5:25 5:47 6:13 6:33 6:51 7:12 7:36 8:37 Oakland Mills Village Center 2:35 4:21 4:41 5:04 5:27 5:49 6:15 6:35 6:53 7:14 7:38 8:39 Whiteacre Rd. & Thunder Hill Rd. 2:36 4:22 4:42 5:05 5:28 5:50 6:16 6:36 6:54 7:15 7:39 8:40 Thunder Hill Rd. & Oakland Mills Rd. 2:38 4:24 4:44 5:07 5:30 5:52 6:18 6:38 6:56 7:17 7:41 8:42 Little Patuxent Pkwy. opp. Vantage Point Rd. 2:41 4:27 4:47 5:10 5:33 5:55 6:21 6:41 6:59 7:20 7:44 8:45 Little Patuxent Pkwy. & Gov. Warfield Pkwy. 2:42 4:28 4:48 5:11 5:34 5:56 6:22 6:42 7:00 7:21 7:45 8:46 The Mall in Columbia (South Ring Road) 2:44 4:30 4:50 5:13 5:36 5:58 6:24 6:44 7:02 7:23 7:47 8:48 #325 stops upon request only (See Note below) * * ------* * NOTE - ONLY trips marked with an asterisk (*), will discharge riders upon request, to the local Columbia stops served by Bus Route #325. These stops are located on Twin Rivers Rd. (3 stops), Little Patuxent Pkwy. (6 stops), and Harper's Farm Rd. (1 stop). See #325 schedule for exact stop locations.
Connecting Transit Services
M Metro Red Line at Silver Spring at 19th & Connecticut (Dupont Circle), and at Connecticut & K (Farragut North) M Metro Blue and Orange Lines at 18th & I (Farragut West) and at 7th & Maryland (L’Enfant Plaza) M Metro Green and Yellow Lines at 7th & Pennsylvania (Archives) and at 7th & Maryland (L’Enfant Plaza) Metrobus at Burtonsville and Silver Spring, and most Washington stops Ride-On at Burtonsville and Silver Spring RTA at The Mall in Columbia and at other stops in Columbia. Weather & Emergency Plan No. 305 Line Columbia/Washington, D.C. For more information, or to request In the event that adverse weather conditions necessitate a
this document in an alternate format or 40 change or deviation in the morning schedule, announcements translated into another language, please 40 will be made on radio stations WBAL (1090 AM Baltimore), WMAL (630 AM Washington), and WSMD (98.3 Star FM). If the contact the department listed below. morning service does not operate, then the afternoon service will not operate. Para mayor información o para solicitar 29 este documento en un formato alternativo o Should the U.S. Office of Personnel Management authorize an 100 early release of federal workers due to inclement weather or traducido a otro idioma, por favor contacte el miscellaneous events, the MTA will determine if coaches are departamento enlistado abajo. available to depart according to a modified schedule.
175 Commuters should understand that the MTA requires sufficient 欲了解更多信息或欲索取另一种格 advance notice in order to mobilize coaches for early departures with individual service providers. 式或译成其它语言的本文档， 32 Broken Land P Park & Ride The MTA will generate e-notices and post announcements on
请联系下列部门。 95 the Commuter Bus Service Update Center online, once changes in service occur. Pour plus d’informations, ou pour obtenir ce 216 P Scaggsville Standee Policy document sous un format différent ou traduit Park & Ride dans une autre langue, veuillez contacter le one For the safety of our riders, the MTA prohibits standees on département indiqué ci-dessous. one 2 Burtonsville commuter buses except under the following circumstances: P Park & Ride • If the last evening bus has a full seated load;
더 자세한 정보가 필요하시거나, 이 문서에 198 • To accommodate passengers from another bus that has
H-33 대한 다른 형식의 복사본 또는 다른 언어로 become disabled en-route; or 29 • In emergency situations, such as severe inclement weather or 번역된 복사본이 필요하시면 아래 기재된 95 civil defense events. 부서로 문의하시기 바랍니다. Please note that a patron’s need to reach his or her destination by a certain time is not considered an “emergency” for these Para sa higit na impormasyon, o para hilingin purposes. Drivers are required to enforce this policy and to deny ang dokumentong ito na nasa panghaliling boarding to additional passengers once the bus has achieved a
format o nakasaling-wika sa iba pang wika, 29 full seated load. mangyaring kontakin ang depertamentong 495 nakalista sa ibaba. Additional Service Fenton St. Для получения дополнительной Silver Spring No. 201 line operates from the Burtonsville P&R to BWI Airport. Metrorail Station информации или запроса этого документа No. 203 line operates between Columbia and Bethesda. Aspen St. LEGEND в альтернативном формате либо в переводе one 2 Nos. 315 and 325 lines operate between Columbia and one 305 Route Washington D.C. на другой язык, просьба связаться с 1
указанным отделом. Park & Ride Lot P No. 335 line operates between Clarksville, Columbia and Washington, D.C.
Harvard St. No. 345 line operates between Ellicott City, Columbia and MTA Transit Information Contact Center Washington D.C. Agents available Monday – Friday Downtown Metrobus operates between Burtonsville and Silver Spring with 6:00 AM – 7:00 PM Washington,D.C. connections to Downtown Washington via Metro Red Line. 410-539-5000 • 866-743-3682 Guaranteed Ride Home program is available for personal TTY 410-539-3497 emergencies and unscheduled overtime. Participants must MD Relay Users Dial 7-1-1 register with Commuter Connections at (800) 745-7433 to use this service. New Hampshire Ave. Rhode Island Ave. S St. Downtown Washington, D.C. 10th St. Columbia 19th St. i n
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7th St. METRO D 2nd St. M r i E St. v E St. E St. New York Ave. STATION e New Jersey Ave. AY E St. 1 SNO W WD RK ARCHIVES- EN PA Office of 5th St. RIVER Personnel D St. NAVY MEM’L 29 D St. D St. Mgmt. Dept. METRO STATION 32 ro en n Virginia Ave. of the M r e Interior St. 17th The Ellipse FEDERAL M TRIANGLE Internal 6th St. C St. C St.VILLAGE OF KINGS CONTRIVANCEC St. C St. METRO Dept. Revenue National Pennsylvania Ave. STATION Of Delaware Ave. Service 10th St. Archives Justice 9th St. Constitution Ave. Bldg. Constitution Ave. Maryland Ave.
Mem’l. to the Signers 1st St. of the Declaration of Independence Supreme Madison Dr. U.S. Court Capitol Capitol Washington The National Mall Reflecting 3rd St. 4th St. Reflecting Pool Monument 7th St. Building 14th St. Library Pool 1st St. Smithsonian Jefferson Dr. Of National Air and Congress Space Museum Independence Ave. Independence Ave. Kutz Bridge Cannon F.A.A. House Office Maryland Ave. Building C St. Dept. of C St. Washington Ave. CAPITOL SOUTH C St. METRO STATION
Raoul Wallerberg Pl. Raoul Wallerberg Education
6th St. M Maine Ave. M D St. 13th St. M D St. 12th St. L’ENFANT PLAZA FEDERAL CENTER SW North Carolina Ave.
Tidal Basin South Capitol St. METRO STATION METRO STATION Dept. Ivy St. Fares EFFECTIVE SEPTEMBER 1, • From Columbia, Scaggsville, and Burtonsville to Silver 2018 Spring is Zone 2; from Silver Spring to Washington, D.C. is Zone 2; from Columbia, Scaggsville, and Burtonsville to Washington, D.C. is Zone 3. Zone 2 Zone 3 One Way – Full Fare $4.00 $5.00 One Way – Senior/Disability Fare $3.00 $4.00 Ten Trip – Full Fare $40.00 $50.00 315 Ten Trip – Senior/Disability $30.00 $40.00 Monthly Pass Full Fare $136.00 $170.00 Monthly Pass – Senior/Disability $102.00 $136.00 COMMUTER BUS Transit Link Card (refer to commuterdirect.com for pricing) MARYLAND TRANSIT ADMINISTRATIONAND SILVER SPRING • Commuter Bus Ticket Sales Commuter Direct COLUMBIA Email: MTA.CommuterDirect.com TO WASHINGTON D.C. Phone: 410-697-2212 • Only cash one-way fares using exact change may be purchased on the bus. No change will be given if you overpay. WEEKDAY PEAK SERVICE • Ten-trip tickets and Monthly Passes can be purchased from Commuter Direct. • MTA Commuter Choice Maryland Vouchers are accepted on 4:45 A.M. TO 7:53 P.M. this service. EXPRESS SERVICE VIA U.S. 29 TO: • Reduced fares are available for senior citizens (65+), persons with disabilities, and Medicare Cardholders. To be eligible, you must show one of the following; a valid MTA Senior/Disability LOTTE PLAZA photo ID card, or any valid government issued photo ID with proof of age, or a valid disability ID from another transit THE MALL IN COLUMBIA H-35 agency with any valid government issued photo ID, or a Medicare card with any valid government photo ID. BROKEN LAND P&R • Transit Link Cards allow for unlimited use of MTA Commuter Bus (up to the indicated zone), Metrorail, Metrobus, and SCAGGSVILLE P&R Ride-On during the indicated month. • Free connections, between MTA Commuter Buses only, BURTONSVILLE P&R are available at The Mall in Columbia and at Broken Land Park & Ride. SILVER SPRING METRO STATION MTA Telephone Numbers TON D.C. Information (410) 539-5000 or 1 (866) RIDE-MTA WASHING Internet Address www.mta.maryland.gov E-Mail Comment Line [email protected] OPERATED UNDER A TTY (hearing/speech impaired) (410) 539-3497 SERVICE CONTRACT WITH: MARTZ / GOLD LINE (800) 862-1400 Directory Assistance 1 (888) 218-2267 Commuter Choice Maryland Info. (410) 767-8746 Other Telephone Numbers Martz / Gold Line 1 (800) 862-1400 WMATA Metrorail and Metrobus (202) 637-7000 Montgomery County Ride-On (240) 777-7433 RTA 1 (800) 270-9553 Commuter Solutions of Howard County (410) 313-3130 Commuter Direct (410) 697-2212 MARYLAND DEPARTMENT OF TRANSPORTATION tel: 410-539-5000 ™ MARYLAND TRANSIT ADMINISTRATION MARYLAND DEPARTMENT OF TRANSPORTATION 1-866-RIDE-MTA (743-3682) 6 St. Paul Street mta.maryland.gov Baltimore, Maryland 21202-1614 This timetable is printed on recycled paper. This document is available in alternate format upon request. YOUR RIDE IS HERE. Effective September 1, 2018 NO. 315 LINE SOUTHBOUND FROM COLUMBIA TO SILVER SPRING / WASHINGTON, D.C. (A.M.) S S S S S Trip No. 1 2 3 4 5 6 7 8 9 10 HOWARD COUNTY Lotte Plaza (U.S. 40 & U.S. 29, Ellicott City) ------5:35 -- 6:15 -- 6:55 -- -- The Mall in Columbia (South Ring Road) 4:45 5:05 5:25 5:45 6:05 6:25 6:45 7:05 7:25 7:45 Broken Land Pkwy. & Hickory Ridge Rd. 4:48 5:08 5:28 5:48 6:08 6:28 6:48 7:08 7:28 7:48 Broken Land Pkwy. opp. Cradlerock Way N. 4:51 5:11 5:31 5:51 6:11 6:31 6:51 7:11 7:31 7:51 Broken Land Pkwy. opp. Cradlerock Way S. 4:52 5:12 5:32 5:52 6:12 6:32 6:52 7:12 7:32 7:52 Broken Land Pkwy. opp. Snowden River Pkwy. 4:54 5:14 5:34 5:54 6:14 6:34 6:54 7:14 7:34 7:54 Broken Land Park & Ride (East Lot) 4:56 5:16 5:36 5:56 6:16 6:36 6:56 7:16 7:36 7:56 Scaggsville Park & Ride 5:08 5:28 5:48 6:08 6:28 6:48 7:08 7:28 7:48 8:08 MONTGOMERY COUNTY Burtonsville Park & Ride 5:16 5:36 5:56 6:16 6:36 6:56 7:16 7:36 7:56 8:16 Beyond this point, buses may depart stops ahead of schedule. Colesville Rd. & Fenton St. 5:35 5:55 6:15 6:35 6:58 7:20 7:43 8:05 8:25 8:45 Silver Spring Metrorail Station ( M ) 5:37 5:57 6:17 6:37 7:00 7:22 7:45 8:07 8:27 8:47 WASHINGTON, D.C. 16th St. & Aspen St., N.W. 5:41 6:01 6:21 6:41 7:05 7:27 7:51 8:13 8:33 8:53 16th St. & P St., N.W. 5:52 6:12 6:32 6:52 7:17 7:41 8:07 8:29 8:49 9:09 16th St. & M St., N.W. 5:54 6:14 6:34 6:54 7:19 7:43 8:09 8:31 8:51 9:11 K St. & 16th St., N.W. 5:56 6:16 6:36 6:56 7:21 7:45 8:11 8:33 8:53 9:13
H-36 K St. & 14th St., N.W. (McPherson Square M ) 5:58 6:18 6:38 6:58 7:23 7:47 8:13 8:35 8:55 9:15 13th St. & H St., N.W. (Metro Center M ) 5:59 6:19 6:39 6:59 7:25 7:49 8:15 8:37 8:57 9:17 Pennsylvania Ave. & 12th St., N.W. 6:01 6:21 6:41 7:01 7:28 7:52 8:18 8:40 9:00 9:20 Constitution Ave. opp. 10th St., N.W. (Dept. of Justice) 6:03 6:23 6:43 7:03 7:30 7:54 8:20 8:42 9:02 9:22 7th St. & Constitution Ave., N.W. (Archives M ) 6:04 6:24 6:44 7:04 7:32 7:56 8:22 8:44 9:04 9:24 Indep. Ave. bet. 7th & 6th Sts., S.W. (L'Enfant Plaza M ) 6:06 6:26 6:46 7:06 7:34 7:59 8:25 8:47 9:07 9:27 Independence Ave. bet. 4th & 3rd Sts., S.W. (HHS) 6:08 6:28 6:48 7:08 7:36 8:01 8:27 8:49 9:09 9:29 M St. & 1st St., S.E. (Navy Yard M ) 6:12 6:32 6:52 7:13 7:41 8:06 8:34 8:56 9:16 9:36 M St. & 4th St., S.E. (Southeast Federal Center) 6:14 6:34 6:54 7:15 7:43 8:08 8:36 8:58 9:18 9:38 M St. & Issac Hull Ave. (6th St.), S.E. 6:15 6:35 6:55 7:16 7:44 8:09 8:37 8:59 9:19 9:39 M St. & 9th St., S.E. (Washington Navy Yard) 6:16 6:36 6:56 7:18 7:46 8:11 8:39 9:01 9:21 9:41
Days of Operation Connecting Transit Services
The No. 315 line operates Monday thru Friday. It does not operate M Metro Red Line at Silver Spring and at 12th and F on Saturdays, Sundays, and the following observed holidays: (Metro Center) M Metro Blue and Orange Lines at 14th & I (McPherson New Year’s Day, Martin Luther King Day, President’s Day, Memorial Square) and at 7th & Maryland (L’Enfant Plaza) Day, Independence Day, Labor Day, Columbus Day, Veteran’s Day, Thanksgiving Day, Friday after Thanksgiving and Christmas Day. M Metro Green and Yellow Lines at 7th & Pennsylvania (Archives) and at 7th & Maryland (L’Enfant Plaza) Periodically, the MTA will operate Commuter Bus Services on Metrobus at Burtonsville, Silver Spring, and most reduced schedules in an effort to accommodate fewer riders when Washington stops demand for these buses is significantly lower. Ride-On at Burtonsville and Silver Spring Trips marked with “S” denote the “Special Service Schedule.” On Special Service Days, only those trips designated with the “S” will operate. Effective September 1, 2018 NO. 315 LINE NORTHBOUND FROM WASHINGTON, D.C. / SILVER SPRING TO COLUMBIA (P.M.) S S S S S Trip No. 11 12 13 14 15 16 17 18 19 20 WASHINGTON, D.C. M St. & 8th St., S.E. (Washington Navy Yard) 2:40 3:05 3:30 3:50 4:10 4:30 4:50 5:10 5:35 6:05 M St. opp. Issac Hull Ave. (6th St.), S.E. 2:41 3:06 3:31 3:51 4:11 4:31 4:51 5:11 5:36 6:06 M St. & 4th St., S.E. (Southeast Federal Center) 2:42 3:07 3:32 3:52 4:12 4:32 4:52 5:12 5:38 6:08 M St. & New Jersey Ave., S.E. (Navy Yard M ) 2:44 3:09 3:34 3:54 4:14 4:34 4:54 5:14 5:40 6:10 Independence Ave. & 4th St., S.W. (HHS) 2:51 3:16 3:41 4:01 4:21 4:41 5:01 5:21 5:48 6:18 7th St. & Independence Ave., S.W. (L'Enfant Plaza M ) 2:54 3:19 3:44 4:04 4:24 4:44 5:04 5:24 5:51 6:21 Constitution Ave. & 9th St., N.W. (Dept. of Justice) 2:57 3:22 3:47 4:07 4:27 4:47 5:07 5:27 5:55 6:25 12th St. & E St., N.W. 3:00 3:25 3:50 4:10 4:30 4:50 5:10 5:30 5:59 6:29 12th St. & G St., N.W. (Metro Center M ) 3:02 3:27 3:52 4:12 4:32 4:52 5:12 5:32 6:01 6:31 K St. & 14th St., N.W. (McPherson Square M ) 3:06 3:31 3:56 4:16 4:36 4:56 5:16 5:36 6:05 6:35 15th St. bet. M St. & Massachusetts Ave., N.W. 3:10 3:35 4:00 4:20 4:40 5:00 5:20 5:40 6:10 6:40 16th St. & Aspen St., N.W. 3:25 3:50 4:15 4:35 4:55 5:15 5:35 5:55 6:25 6:55 MONTGOMERY COUNTY Silver Spring Metrorail Station ( M ) 3:32 3:57 4:22 4:42 5:02 5:22 5:43 6:03 6:33 7:03 Colesville Rd. & Fenton St. 3:35 4:00 4:25 4:45 5:05 5:25 5:46 6:06 6:36 7:06 Beyond this point, buses may depart stops ahead of schedule. Passengers may board or alight buses
H-37 at Burtonsville, Scaggsville, and Broken Land Park & Rides; all other stops are discharge-only on request. Burtonsville Park & Ride 3:57 4:25 4:50 5:10 5:30 5:50 6:11 6:28 6:57 7:27 HOWARD COUNTY Scaggsville Park & Ride 4:05 4:34 4:59 5:20 5:40 6:00 6:21 6:37 7:05 7:35 Broken Land Park & Ride (East Lot) 4:14 4:43 5:09 5:30 5:50 6:10 6:30 6:46 7:14 7:43 Broken Land Pkwy. & Snowden River Pkwy. 4:16 4:45 5:11 5:32 5:52 6:12 6:32 6:48 7:16 7:45 Broken Land Pkwy. & Cradlerock Way S. 4:17 4:46 5:12 5:33 5:53 6:13 6:33 6:49 7:17 7:46 Broken Land Pkwy. & Cradlerock Way N. 4:18 4:47 5:13 5:34 5:54 6:14 6:34 6:50 7:18 7:47 Broken Land Pkwy. opp. Hickory Ridge Rd. 4:21 4:50 5:16 5:37 5:57 6:17 6:37 6:53 7:21 7:50 The Mall in Columbia (South Ring Road) 4:24 4:53 5:19 5:40 6:00 6:20 6:40 6:56 7:24 7:53 Lotte Plaza (U.S. 40 & U.S. 29, Ellicott City) ------5:50 -- 6:30 -- 7:06 -- --
Additional Service
No. 201 line operates between Gaithersburg and BWI Airport No. 203 line operates from The Mall in Columbia, Scaggsville P&R, and Burtonsville P&R, to Bethesda Nos. 305 and 325 lines operate between Columbia and Washington, D.C. No. 335 line operates between Clarksville, Columbia and Washington, D.C. No. 345 line operates between Ellicott City, Columbia and Washington, D.C. Metrobus operates between Burtonsville and Silver Spring with connections to Downtown Washington via Metro Red Line. Guaranteed Ride Home program is available for personal emergencies and unscheduled overtime. Participants must register with Commuter Connections at (800) 745-7433 to use this service. No. 315 Line Weather & Emergency Plan 40 In the event that adverse weather conditions necessitate a 40 For more information, or to request Lotte this document in an alternate format or change or deviation in the morning schedule, Plaza announcements will be made on radio stations WBAL (1090 translated into another language, please AM Baltimore), WMAL (630 AM Washington), and WSMD contact the department listed below. (98.3 Star FM). If the morning service does not operate, then 29 the afternoon service will not operate. 100 Para mayor información o para solicitar Should the U.S. Office of Personnel Management authorize The Mall este documento en un formato alternativo o In Columbia an early release of federal workers due to inclement weather traducido a otro idioma, por favor contacte el 175 or miscellaneous events, the MTA will determine if coaches COLUMBIA departamento enlistado abajo. are available to depart according to a modified schedule.
32 Broken Land Commuters should understand that the MTA requires P 欲了解更多信息或欲索取另一种格 Park & Ride sufficient advance notice in order to mobilize coaches for 95 式或译成其它语言的本文档， early departures with individual service providers. 216 Scaggsville P 请联系下列部门。 The MTA will generate e-notices and post announcements Park & Ride on the Commuter Bus Service Update Center online once Zone 3 Pour plus d’informations, ou pour obtenir ce changes in service occur. Zone 2 Burtonsville Park & Ride document sous un format différent ou traduit P dans une autre langue, veuillez contacter le Standee Policy
198 département indiqué ci-dessous. For the safety of our riders, the MTA prohibits standees on commuter buses except under the following circumstances: 더 자세한 정보가 필요하시거나, 이 문서에 29 • If the last evening bus has a full seated load;
H-38 95 대한 다른 형식의 복사본 또는 다른 언어로 • To accommodate passengers from another bus that has 번역된 복사본이 필요하시면 아래 기재된 become disabled en-route; or 부서로 문의하시기 바랍니다. • In emergency situations, such as severe inclement weather or civil defense events.
29 Para sa higit na impormasyon, o para hilingin Please note that a patron’s need to reach his or her 495 ang dokumentong ito na nasa panghaliling destination by a certain time is not considered an format o nakasaling-wika sa iba pang wika, “emergency” for these purposes. Drivers are required to Fenton St. enforce this policy and to deny boarding to additional mangyaring kontakin ang depertamentong Silver Spring passengers once the bus has achieved a full seated load. Metrorail Station nakalista sa ibaba. Aspen St. LEGEND Zone 2 315 Route Для получения дополнительной Zone 1 Wheelchair Accessible Service информации или запроса этого документа Park & Ride Lot P в альтернативном формате либо в переводе • All coaches are wheelchair accessible. на другой язык, просьба связаться с WASHINGTON, D.C. указанным отделом.
Downtown Washington,D.C. MTA Transit Information Contact Center Agents available Monday – Friday 6:00 AM – 7:00 PM 410-539-5000 • 866-743-3682 TTY 410-539-3497 MD Relay Users Dial 7-1-1 Q St.
DowntownChurch St. Washington, D.C. Bates St. Columbia 8th St. 7th St. 16th St. 15th St. 17th St. 17th Dupont P St. Logan New Jersey Ave. Circle P St. Lotte 40 Circle Truxton Circle Plaza
i n Massachusetts Ave. 9th St. g
O St. O St. e O St. n 29 O St. B
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10th St. C O
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WILDE LAKE L n d METRO STATION 3rd St. t N
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1st St. U 17th St. 17th T Morton Pl. K 16th St. 15th St.
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3rd St. N N GALLERY PL- L t R 12th St. 13th St. r o d e o M a v r a
M i
a a R y Center d u a d CHINATOWN e Q
18th St. F St. rad W The White House C C lerock F St. d F St.
VILLAGE OF a t METRO STATION o n H UNION STATION R o r. e m D L JUDICIARY SQ HICKORYHICKORY x es pun
u A METRO STATION t th
n
1st St. a i N u 7th St. METRO t
2nd St. RIDGE o P M r (Amtrak, VRE & MARC D Maryland Ave. S E St. STATION E St. a M E St. New York Ave. commuter trains) an Lane P Village bm y a t Tu K
New Jersey Ave. tu H arrie e Center a x
l W e
t W
E St. 1 n t Cradlerock
i Y t L
ARCHIVES- 5th St. NAVY MEM’L Lake D St. D St. D St. Elkhorn Dept. D St. METRO STATION 32 of the M Sh 17th St. 17th a The Ellipse FEDERAL ker Interior M D r 6th St. i 10th St. C St. C St. v C St. TRIANGLE C St. e C St. H-39 METRO Internal Dept. Pennsylvania Ave. Revenue AY Of National Massachusetts Ave. SNO W STATION Delaware Ave. WD R K Service Archives EN PA Justice 9th St. RIVER Bldg. Constitution Ave. 29 Constitution Ave. Constitution Ave. Maryland Ave. 32 Broken Land Park & Ride Mem’l. to the Signers 1st St. Tennessee Ave. of the Declaration of VILLAGE OF KINGS CONTRIVANCE Independence A St. Madison Dr. U.S. Supreme Capitol Capitol Court Capitol Hill Washington The National Mall Reflecting East Capitol St. 3rd St. 7th St. Monument 4th St. Building 14th St. Library 1st St.
Pool 6th St. 5th St. Smithsonian Jefferson Dr. Of 4th St. A St. National Air and Congress Space Museum North Carolina Ave. Independence Ave. Independence Ave. Kutz Bridge Independence Ave. Cannon F.A.A. House Office Pennsylvania Ave. Dept. of WashingtonAve.
Maryland Ave. 9th St. 8th St. 11th St. 10th St.
Building 12th St. 13th St. Education CAPITOL SOUTH 7th St. C St. C St. METRO STATION C St. C St. 3rd St. 6th St.
Raoul Wallerberg Pl. Raoul Wallerberg M M Maine Ave. D St. 13th St. M D St. 12th St. L’ENFANT PLAZA FEDERAL M South Carolina Ave. METRO STATION CENTER SW D St. Tidal Basin Dept. North Carolina Ave. D St. EASTERN METRO STATION Ivy St. 5th St. MARKET Of METRO Hud E St. E St. STATION NASA Duddington Pl. Southeast Freeway Virginia Ave. F St. Pennsylvania Ave. Thomas F St. South Carolina Ave. 4th Pl. Jefferson Case 6th Pl. G St. G St. Memorial New Jersey Ave. Southwest/Waterfront H St. Southeast Freeway H St. Memorial Bridge H St. H St. George Mason 6th St. Memorial Water St. 7th St. Virginia Ave. 4th St. I St. I St. Maine Ave. Potomac Ave. K St. South Capitol St. 3rd St. 3rd St. 5th St. 4th St. 2nd St. L St. 1st St. L St.
Washington Canal St. (2nd E.) Delaware Ave. Ohio Dr. WATERFRONT-SEU NAVY YARD 7th St. Channel M METRO STATION M St. METRO STATION M M St. M St. Dept. of Transportation Southeast Federal Center Washington 8th St. Navy Yard 9th St. George Mason N St. N St. N St. Memorial Bridge 10th St. 11th St.
14th St. Bridge Rochambeau Bridge Fenwick Bridge
To Pentagon Metro Station 15585/15595 Old Columbia Pike April 2019
APPENDIX I SIGNAL WARRANT TABLES AND REPORTS
Table I‐1 15585/15595 Old Columbia Pike Property Average Daily Traffic Generation1 Land Use LUC Size Units ADT
1. Burtonsville Town Square Drive‐thru Restaurant 934 2,250 SF 1,060 Retail Expansion 820 16,965 SF 1,799 Potential Build Out 820 SF 8,287
2. Bernstein Property 210 4 DU 54
3. Fairland Golf Community 210 71 DU 759
4. Chinese Christian Church 560 11,808 SF 82
5. Konterra Town Center East Office 710 3,800,000 SF 36,151 Retail 820 1,500,000 SF 37,911 Hotel 310 600 Rooms 4,902 Multifamily Mid‐rise2 221 3,740 DU 20,381 Townhomes3 220 760 DU 5,705
Site Test Scenario Land Use Convenience Market With Gasoline (Fueling Positions) 853 12 Positions 3,870 Shopping Center 820 19,750 SF 1,995
Site Existing Land Use Convenience Market With Gasoline (Fueling Positions) 853 8 Positions 2,580 Furniture Store 890 8,100 SF 51
Site Test Scenario Net Trip Generation 3,234
Notes: 1. Average Daily Traffic (ADT) Generation based on ITE Trip Generation Manual 10th Edition 2. Mid‐rise multifamily assumed. 3. Low‐rise multifamily assumed.
I-1 Table I‐2 1. Burtonsville Town Square‐Drive‐thru Restaurant
Time of day Restaurant Diurnal Rates1 Restaurant Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.75% 0.40% 1.15% 8 4 12 7:00 AM 8:00 AM 1.50% 0.85% 2.35% 16 9 25 8:00 AM 9:00 AM 1.80% 1.15% 2.95% 19 12 31 9:00 AM 10:00 AM 2.05% 1.35% 3.40% 22 14 36 10:00 AM 11:00 AM 1.65% 1.60% 3.25% 17 17 34 11:00 AM 12:00 PM 3.70% 1.90% 5.60% 39 20 59 12:00 PM 1:00 PM 4.30% 3.30% 7.60% 46 35 81 1:00 PM 2:00 PM 2.40% 4.30% 6.70% 25 46 71 2:00 PM 3:00 PM 1.60% 2.75% 4.35% 17 29 46 3:00 PM 4:00 PM 1.50% 2.00% 3.50% 16 21 37 4:00 PM 5:00 PM 2.80% 2.25% 5.05% 30 24 54 5:00 PM 6:00 PM 4.85% 2.30% 7.15% 51 24 75 6:00 PM 7:00 PM* 5.35% 3.95% 9.30% 57 42 99 Notes: 1. High Turnover(Sit‐Down) Restaurant diurnal rates obtained from ITE Trip Generation Manual 9th Edition.
Table I‐3 1. Burtonsville Town Square‐ Retail
Time of day Retail Diurnal Rates1 Retail Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.40% 0.15% 0.55% 40 15 55 7:00 AM 8:00 AM 1.00% 0.45% 1.45% 101 45 146 8:00 AM 9:00 AM 1.55% 0.60% 2.15% 156 61 217 9:00 AM 10:00 AM 2.75% 1.00% 3.75% 277 101 378 10:00 AM 11:00 AM 3.50% 2.15% 5.65% 353 217 570 11:00 AM 12:00 PM 4.20% 3.10% 7.30% 424 313 737 12:00 PM 1:00 PM 4.70% 4.15% 8.85% 474 419 893 1:00 PM 2:00 PM 4.00% 4.45% 8.45% 403 449 852 2:00 PM 3:00 PM 3.85% 4.45% 8.30% 388 449 837 3:00 PM 4:00 PM 3.90% 4.40% 8.30% 393 444 837 4:00 PM 5:00 PM 4.00% 4.45% 8.45% 403 449 852 5:00 PM 6:00 PM 4.20% 4.60% 8.80% 424 464 888 6:00 PM 7:00 PM* 4.00% 3.75% 7.75% 403 378 781 Notes: 1. Retail diurnal rates obtained from ITE Trip Generation Manual 9th Edition.
Table I‐4 2. Bernstein Property
Time of day Residential Diurnal Rates1 Residen. al Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.80% 2.85% 3.65% 0 2 2 7:00 AM 8:00 AM 1.25% 4.50% 5.75% 1 2 3 8:00 AM 9:00 AM 1.85% 4.55% 6.40% 1 2 3 9:00 AM 10:00 AM 1.85% 3.25% 5.10% 1 2 3 10:00 AM 11:00 AM 2.05% 2.75% 4.80% 1 1 2 11:00 AM 12:00 PM 2.25% 2.85% 5.10% 1 2 3 12:00 PM 1:00 PM 2.65% 2.65% 5.30% 1 1 2 1:00 PM 2:00 PM 2.70% 2.85% 5.55% 1 2 3 2:00 PM 3:00 PM 3.25% 2.95% 6.20% 2 2 4 3:00 PM 4:00 PM 4.05% 3.15% 7.20% 2 2 4 4:00 PM 5:00 PM 4.90% 3.15% 8.05% 3 2 5 5:00 PM 6:00 PM 5.40% 3.25% 8.65% 3 2 5 6:00 PM 7:00 PM* 4.25% 2.55% 6.80% 2 1 3 Notes: 1. Residential diurnal rates obtained from "Hourly Variation in Trip Generation for Office and Residential Land Uses", published in ITE Journal, January 2015.
Table I‐5 3. Fairland Golf Community
Time of day Residential Diurnal Rates1 Residential Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.80% 2.85% 3.65% 6 22 28 7:00 AM 8:00 AM 1.25% 4.50% 5.75% 9 34 43 8:00 AM 9:00 AM 1.85% 4.55% 6.40% 14 35 49 9:00 AM 10:00 AM 1.85% 3.25% 5.10% 14 25 39 10:00 AM 11:00 AM 2.05% 2.75% 4.80% 16 21 37 11:00 AM 12:00 PM 2.25% 2.85% 5.10% 17 22 39 12:00 PM 1:00 PM 2.65% 2.65% 5.30% 20 20 40 1:00 PM 2:00 PM 2.70% 2.85% 5.55% 20 22 42 2:00 PM 3:00 PM 3.25% 2.95% 6.20% 25 22 47 3:00 PM 4:00 PM 4.05% 3.15% 7.20% 31 24 55 4:00 PM 5:00 PM 4.90% 3.15% 8.05% 37 24 61 5:00 PM 6:00 PM 5.40% 3.25% 8.65% 41 25 66 6:00 PM 7:00 PM* 4.25% 2.55% 6.80% 32 19 51 Notes: 1. Residential diurnal rates obtained from "Hourly Variation in Trip Generation for Office and Residential Land Uses", published in ITE Journal, January 2015.
I-2 Table I‐6 4. Chinese Christian Church
Time of day Residential Diurnal Rates1 Residential Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.80% 2.85% 3.65% 1 2 3 7:00 AM 8:00 AM 1.25% 4.50% 5.75% 1 4 5 8:00 AM 9:00 AM 1.85% 4.55% 6.40% 2 4 6 9:00 AM 10:00 AM 1.85% 3.25% 5.10% 2 3 5 10:00 AM 11:00 AM 2.05% 2.75% 4.80% 2 2 4 11:00 AM 12:00 PM 2.25% 2.85% 5.10% 2 2 4 12:00 PM 1:00 PM 2.65% 2.65% 5.30% 2 2 4 1:00 PM 2:00 PM 2.70% 2.85% 5.55% 2 2 4 2:00 PM 3:00 PM 3.25% 2.95% 6.20% 3 2 5 3:00 PM 4:00 PM 4.05% 3.15% 7.20% 3 3 6 4:00 PM 5:00 PM 4.90% 3.15% 8.05% 4 3 7 5:00 PM 6:00 PM 5.40% 3.25% 8.65% 4 3 7 6:00 PM 7:00 PM* 4.25% 2.55% 6.80% 3 2 5 Notes: 1. Residential diurnal rates obtained from "Hourly Variation in Trip Generation for Office and Residential Land Uses", published in ITE Journal, January 2015.
Table I‐7 5. Konterra Town Center East‐Office
Time of day Office Diurnal Rates1 Office Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 2.30% 0.35% 2.65% 831 127 958 7:00 AM 8:00 AM 7.45% 0.95% 8.40% 2693 343 3036 8:00 AM 9:00 AM 2.55% 4.30% 6.85% 922 1554 2476 9:00 AM 10:00 AM 4.10% 1.60% 5.70% 1482 578 2060 10:00 AM 11:00 AM 2.50% 1.95% 4.45% 904 705 1609 11:00 AM 12:00 PM 2.55% 4.30% 6.85% 922 1554 2476 12:00 PM 1:00 PM 4.35% 5.25% 9.60% 1573 1898 3471 1:00 PM 2:00 PM 5.00% 3.30% 8.30% 1808 1193 3001 2:00 PM 3:00 PM 2.95% 3.15% 6.10% 1066 1139 2205 3:00 PM 4:00 PM 2.15% 4.75% 6.90% 777 1717 2494 4:00 PM 5:00 PM 1.70% 7.70% 9.40% 615 2784 3399 5:00 PM 6:00 PM 1.25% 8.25% 9.50% 452 2982 3434 6:00 PM 7:00 PM* 0.70% 2.75% 3.45% 253 994 1247 Notes: 1. Office diurnal rates obtained from ITE Journal "Inside ITE", January 2015
Table I‐8 5. Konterra Town Center East‐Residential
Time of day Residential Diurnal Rates1 Residential Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.80% 2.85% 3.65% 248 883 1131 7:00 AM 8:00 AM 1.25% 4.50% 5.75% 387 1394 1781 8:00 AM 9:00 AM 1.85% 4.55% 6.40% 573 1410 1983 9:00 AM 10:00 AM 1.85% 3.25% 5.10% 573 1007 1580 10:00 AM 11:00 AM 2.05% 2.75% 4.80% 635 852 1487 11:00 AM 12:00 PM 2.25% 2.85% 5.10% 697 883 1580 12:00 PM 1:00 PM 2.65% 2.65% 5.30% 821 821 1642 1:00 PM 2:00 PM 2.70% 2.85% 5.55% 837 883 1720 2:00 PM 3:00 PM 3.25% 2.95% 6.20% 1007 914 1921 3:00 PM 4:00 PM 4.05% 3.15% 7.20% 1255 976 2231 4:00 PM 5:00 PM 4.90% 3.15% 8.05% 1518 976 2494 5:00 PM 6:00 PM 5.40% 3.25% 8.65% 1673 1007 2680 6:00 PM 7:00 PM* 4.25% 2.55% 6.80% 1317 790 2107 Notes: 1. Residential diurnal rates obtained from "Hourly Variation in Trip Generation for Office and Residential Land Uses", published in ITE Journal, January 2015.
Table I‐9 5. Konterra Town Center East‐Retail
Time of day Retail Diurnal Rates1 Retail Hourly Traffic
Beginning End In Out Total 6:00 AM 7:00 AM 0.40% 0.15% 0.55% 152 57 209 7:00 AM 8:00 AM 1.00% 0.45% 1.45% 379 171 550 8:00 AM 9:00 AM 1.55% 0.60% 2.15% 588 227 815 9:00 AM 10:00 AM 2.75% 1.00% 3.75% 1043 379 1422 10:00 AM 11:00 AM 3.50% 2.15% 5.65% 1327 815 2142 11:00 AM 12:00 PM 4.20% 3.10% 7.30% 1592 1175 2767 12:00 PM 1:00 PM 4.70% 4.15% 8.85% 1782 1573 3355 1:00 PM 2:00 PM 4.10% 4.30% 8.40% 1554 1630 3184 2:00 PM 3:00 PM 3.85% 4.45% 8.30% 1460 1687 3147 3:00 PM 4:00 PM 3.90% 4.40% 8.30% 1479 1668 3147 4:00 PM 5:00 PM 4.00% 4.45% 8.45% 1516 1687 3203 5:00 PM 6:00 PM 4.20% 4.60% 8.80% 1592 1744 3336 6:00 PM 7:00 PM* 4.00% 3.75% 7.75% 1516 1422 2938 Notes: 1. Retail diurnal rates obtained from ITE Trip Generation Manual 9th Edition.
I-3 Table I‐10 15585/15595 Old Columbia Pike Property Retail Hourly Traffic Time of day Retail Diurnal Rates1
Beginning End In Out Total 6:00 AM 7:00 AM 0.40% 0.15% 0.55% 13 5 18 7:00 AM 8:00 AM 1.00% 0.45% 1.45% 32 15 47 8:00 AM 9:00 AM 1.55% 0.60% 2.15% 50 19 69 9:00 AM 10:00 AM 2.75% 1.00% 3.75% 89 32 121 10:00 AM 11:00 AM 3.50% 2.15% 5.65% 113 70 183 11:00 AM 12:00 PM 4.20% 3.10% 7.30% 136 100 236 12:00 PM 1:00 PM 4.70% 4.15% 8.85% 152 134 286 1:00 PM 2:00 PM 4.10% 4.30% 8.40% 133 139 272 2:00 PM 3:00 PM 3.85% 4.45% 8.30% 125 144 269 3:00 PM 4:00 PM 3.90% 4.40% 8.30% 126 142 268 4:00 PM 5:00 PM 4.00% 4.45% 8.45% 129 144 273 5:00 PM 6:00 PM 4.20% 4.60% 8.80% 136 149 285 6:00 PM 7:00 PM* 4.00% 3.75% 7.75% 129 121 250 Notes: 1. Retail diurnal rates obtained from ITE Trip Generation Manual 9th Edition.
I-4 Table I‐11 Existing Traffic Volumes 4: MD 198/Shopping Center Access/West Site access Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 59 0 12 62 966 53 45 0 7 54 670 62 7:30‐8:30 95 0 14 56 1,292 57 51 0 17 85 1,068 165 8:30‐9:30 86 2 31 64 941 63 27 0 17 58 887 128
4:00‐5:00 221 1 50 157 1,001 54 37 0 19 53 1,102 209 5:00‐6:00 275 3 56 161 1,342 56 45 0 14 45 1,245 250 6:00‐7:00 300 12 48 154 1,174 46 26 0 21 45 1,074 211
Table I‐12 1. Burtonsville Town Square 4: MD 198/Shopping Center Access/West Site access 20% 0% 0% 0% 0% ‐20% 0% 0% 0% 25% 0% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 10 0 0 0 0 4000120 0 7:30‐8:30 23 0 0 0 0 11 0 0 0 29 0 0 8:30‐9:30 35 0 0 0 0 15 0 0 0 44 0 0
4:00‐5:00 87 0 0 0 0 95 0 0 0 108 0 0 5:00‐6:00 95 0 0 0 0 98 0 0 0 119 0 0 6:00‐7:00 92 0 0 0 0 84 0 0 0 115 0 0
Table I‐13 2. Bernstein Property 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% -5% 0% 0% 0% 0% 0% 5% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 0 00000 0 0 7:30‐8:30 0000 0 00000 0 0 8:30‐9:30 0000 0 00000 0 0
4:00‐5:00 0000 0 00000 0 0 5:00‐6:00 0000 0 00000 0 0 6:00‐7:00 0000 0 00000 0 0
Table I‐14 3. Fairland Golf Community 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% -20% 0% 0% 0% 0% 0% 20% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 4 00000 1 0 7:30‐8:30 0000 7 00000 2 0 8:30‐9:30 0000 7 00000 3 0
4:00‐5:00 0000 5 00000 7 0 5:00‐6:00 0000 5 00000 8 0 6:00‐7:00 0000 4 00000 6 0
I-5 Table I‐15 4. Chinese Christian Church 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% -25% 0% 0% 0% 0% 0% 25% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 1 00000 0 0 7:30‐8:30 0000 1 00000 0 0 8:30‐9:30 0000 1 00000 1 0
4:00‐5:00 0000 1 00000 1 0 5:00‐6:00 0000 1 00000 1 0 6:00‐7:00 0000 1 00000 1 0
Table I‐16 5. Konterra Town Center East ‐ Residential/Hotel3 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% -3% 0% 0% 0% 0% 0% 3% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 2600000 7 0 7:30‐8:30 0000 4200000 120 8:30‐9:30 0000 4200000 170
4:00‐5:00 0000 2900000 460 5:00‐6:00 0000 3000000 500 6:00‐7:00 0000 2400000 400
Table I‐17 5. Konterra Town Center East ‐ Office 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% -5% 0% 0% 0% 0% 0% 5% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 6 00000 420 7:30‐8:30 0000 17000001350 8:30‐9:30 0000 7800000 460
4:00‐5:00 000013900000 310 5:00‐6:00 000014900000 230 6:00‐7:00 0000 5000000 130
Table I‐18 5. Konterra Town Center East ‐ Retail 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% -5% 0% 0% 0% 0% 0% 5% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 3 00000 8 0 7:30‐8:30 0000 9 00000 190 8:30‐9:30 0000 1100000 290
4:00‐5:00 0000 8400000 760 5:00‐6:00 0000 8700000 800 6:00‐7:00 0000 7100000 760
I-6 Table I‐19 Background Volumes 4: MD 198/Shopping Center Access/West Site access Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 69 0 12 62 1,022 57 45 0 7 66 733 62 7:30‐8:30 118 0 14 56 1,368 68 51 0 17 114 1,241 165 8:30‐9:30 121 2 31 64 1,038 78 27 0 17 102 966 128
4:00‐5:00 308 1 50 157 1,260 149 37 0 19 161 1,267 209 5:00‐6:00 370 3 56 161 1,608 154 45 0 14 164 1,397 250 6:00‐7:00 392 12 48 154 1,300 130 26 0 21 160 1,170 211
Table I‐20 New Site Trips 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% 0% 50% -23% 0% -50% 50% 0% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 0 71037 0 0 7:30‐8:30 0000 0 16308160 0 8:30‐9:30 0000 0 254010250 0
4:00‐5:00 0000 0 6532072650 0 5:00‐6:00 0000 0 6834075680 0 6:00‐7:00 0000 0 6527061650 0
Table I‐21 By‐Pass Trips 4: MD 198/Shopping Center Access/West Site access 0% 0% 0% 0% 46% 46% -24% 0% -46% 54% 54% 0% Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 0000 6 61027 7 0 7:30‐8:30 0000 151540717170 8:30‐9:30 0000 232350927270
4:00‐5:00 0000 59593506670700 5:00‐6:00 0000 63633606973730 6:00‐7:00 0000 59592905670700
Table I‐22 Total Future Volumes 4: MD 198/Shopping Center Access/West Site access Hour of Day SBR SBT SBL WBR WBT WBL NBR NBT NBL EBR EBT EBL
6:30‐7:30 69 0 12 62 1,028 70 47 0 12 80 740 62 7:30‐8:30 118 0 14 56 1,383 99 58 0 32 147 1,258 165 8:30‐9:30 121 2 31 64 1,061 126 36 0 36 154 993 128
4:00‐5:00 308 1 50 157 1,319 273 104 0 157 296 1,337 209 5:00‐6:00 370 3 56 161 1,671 285 115 0 158 305 1,470 250 6:00‐7:00 392 12 48 154 1,359 254 82 0 138 295 1,240 211
I-7
03/29/19 22:27:26
TEAPAC[Ver 9.50.02] - MUTCD Warrant Analysis
Conditions Used for Warrant Analysis 2009 MUTCD
Intersection # 1
Major Street Direction EastWest Number of Lanes in North-South direction 1 Number of Lanes in East-West direction 2 Approach speed on major street is greater than 40 mph No Isolated community has population less than 10,000 No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to improve conditions Yes Number of accidents correctable by a signal 0 Peak hour stop sign delay for worst minor approach (veh-hours) 20 Number of accidents correctable by a multi-way stop 0 Peak hour average delay for all minor approaches (sec/veh) **
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 1A Analysis - 8-Hour Minimum Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 150 Major Volume 2704 3099 2576 2141 2723 1867 0 0 600 Warrant Met? Yes Yes Yes No No No No No 8
Number of 1-hour periods meeting the warrant 3 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 1A IS NOT MET <<
Warrant 1B Analysis - 8-Hour Interruption of Continuous Traffic
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 75 Major Volume 2704 3099 2576 2141 2723 1867 0 0 900 Warrant Met? Yes Yes Yes Yes Yes No No No 8
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 1B IS NOT MET <<
I-8
03/29/19 22:27:26
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 1A Analysis (80%) - 8-Hour Minimum Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 120 Major Volume 2704 3099 2576 2141 2723 1867 0 0 480 Warrant Met? Yes Yes Yes No No No No No 8
Number of 1-hour periods meeting the warrant 3
Warrant 1B Analysis (80%) - 8-Hour Interruption of Continuous Traf
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 60 Major Volume 2704 3099 2576 2141 2723 1867 0 0 720 Warrant Met? Yes Yes Yes Yes Yes Yes No No 8
Number of 1-hour periods meeting the warrant 6
Warrant 1C Analysis - 8-Hour Combination of Warrants
80% of Warrants 1A and 1B are met No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to reduce delays Yes
>> WARRANT 1C IS NOT MET <<
Warrant 2 Analysis - 4-Hour Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 Minor Reqrmt 80 80 80 80 80 80 590 590 <-- Warrant Met? Yes Yes Yes Yes Yes No No No 4
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 2 IS MET <<
I-9
03/29/19 22:27:26
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 3A Analysis - Peak Hour Delay
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 100 Total Volume 3111 3492 2904 2304 2900 1990 0 0 800 Warrant Met? Yes Yes Yes Yes Yes No No No 1
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes Delay for worst minor approach (must be at least 4 veh-hours) 20
>> WARRANT 3A IS MET <<
Warrant 3B Analysis - Peak Hour Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 360 334 272 119 109 71 0 0 Minor Reqrmt 100 100 100 100 100 100 765 765 <-- Warrant Met? Yes Yes Yes Yes Yes No No No 1
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 3B IS MET <<
Warrant 7 Analysis - Crash Experience
80% of Warrant 1A or 1B is met No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to reduce accidents Yes Number of correctable accidents (must be 5 or more per year) 0
>> WARRANT 7 IS NOT MET <<
Summary of MUTCD Traffic Signal Warrant Analysis
Warrant 1A 8-Hour Minimum Vehicular Volume NOT MET Warrant 1B 8-Hour Interruption of Continuous Traffic NOT MET Warrant 1C 8-Hour Combination of Warrants NOT MET Warrant 2 4-Hour Vehicular Volume MET Warrant 3A Peak Hour Delay MET Warrant 3B Peak Hour Volume MET Warrant 7 Crash Experience NOT MET
>> Traffic Signal Warrant is MET <<
I-10
03/29/19 22:20:06
TEAPAC[Ver 9.50.02] - MUTCD Warrant Analysis
Conditions Used for Warrant Analysis 2009 MUTCD
Intersection # 1
Major Street Direction EastWest Number of Lanes in North-South direction 1 Number of Lanes in East-West direction 2 Approach speed on major street is greater than 40 mph No Isolated community has population less than 10,000 No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to improve conditions Yes Number of accidents correctable by a signal 0 Peak hour stop sign delay for worst minor approach (veh-hours) 20 Number of accidents correctable by a multi-way stop 0 Peak hour average delay for all minor approaches (sec/veh) **
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 1A Analysis - 8-Hour Minimum Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 150 Major Volume 3125 3734 3203 2376 3012 2002 0 0 600 Warrant Met? Yes Yes Yes Yes No No No No 8
Number of 1-hour periods meeting the warrant 4 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 1A IS NOT MET <<
Warrant 1B Analysis - 8-Hour Interruption of Continuous Traffic
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 75 Major Volume 3125 3734 3203 2376 3012 2002 0 0 900 Warrant Met? Yes Yes Yes Yes Yes Yes No No 8
Number of 1-hour periods meeting the warrant 6 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 1B IS NOT MET <<
I-11
03/29/19 22:20:06
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 1A Analysis (80%) - 8-Hour Minimum Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 120 Major Volume 3125 3734 3203 2376 3012 2002 0 0 480 Warrant Met? Yes Yes Yes Yes Yes No No No 8
Number of 1-hour periods meeting the warrant 5
Warrant 1B Analysis (80%) - 8-Hour Interruption of Continuous Traf
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 60 Major Volume 3125 3734 3203 2376 3012 2002 0 0 720 Warrant Met? Yes Yes Yes Yes Yes Yes No No 8
Number of 1-hour periods meeting the warrant 6
Warrant 1C Analysis - 8-Hour Combination of Warrants
80% of Warrants 1A and 1B are met No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to reduce delays Yes
>> WARRANT 1C IS NOT MET <<
Warrant 2 Analysis - 4-Hour Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 Minor Reqrmt 80 80 80 80 80 80 590 590 <-- Warrant Met? Yes Yes Yes Yes Yes Yes No No 4
Number of 1-hour periods meeting the warrant 6 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 2 IS MET <<
I-12
03/29/19 22:20:06
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 3A Analysis - Peak Hour Delay
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 100 Total Volume 3624 4222 3618 2574 3212 2135 0 0 800 Warrant Met? Yes Yes Yes Yes Yes No No No 1
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes Delay for worst minor approach (must be at least 4 veh-hours) 20
>> WARRANT 3A IS MET <<
Warrant 3B Analysis - Peak Hour Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 Minor Reqrmt 100 100 100 100 100 100 765 765 <-- Warrant Met? Yes Yes Yes Yes Yes No No No 1
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 3B IS MET <<
Warrant 7 Analysis - Crash Experience
80% of Warrant 1A or 1B is met No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to reduce accidents Yes Number of correctable accidents (must be 5 or more per year) 0
>> WARRANT 7 IS NOT MET <<
Summary of MUTCD Traffic Signal Warrant Analysis
Warrant 1A 8-Hour Minimum Vehicular Volume NOT MET Warrant 1B 8-Hour Interruption of Continuous Traffic NOT MET Warrant 1C 8-Hour Combination of Warrants NOT MET Warrant 2 4-Hour Vehicular Volume MET Warrant 3A Peak Hour Delay MET Warrant 3B Peak Hour Volume MET Warrant 7 Crash Experience NOT MET
>> Traffic Signal Warrant is MET <<
I-13
03/29/19 21:47:51
TEAPAC[Ver 9.50.02] - MUTCD Warrant Analysis
Conditions Used for Warrant Analysis 2009 MUTCD
Intersection # 1
Major Street Direction EastWest Number of Lanes in North-South direction 1 Number of Lanes in East-West direction 2 Approach speed on major street is greater than 40 mph No Isolated community has population less than 10,000 No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to improve conditions Yes Number of accidents correctable by a signal 0 Peak hour stop sign delay for worst minor approach (veh-hours) 20 Number of accidents correctable by a multi-way stop 0 Peak hour average delay for all minor approaches (sec/veh) **
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 1A Analysis - 8-Hour Minimum Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 150 Major Volume 3513 4142 3591 2526 3108 2042 0 0 600 Warrant Met? Yes Yes Yes Yes No No No No 8
Number of 1-hour periods meeting the warrant 4 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 1A IS NOT MET <<
Warrant 1B Analysis - 8-Hour Interruption of Continuous Traffic
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 75 Major Volume 3513 4142 3591 2526 3108 2042 0 0 900 Warrant Met? Yes Yes Yes Yes Yes Yes No No 8
Number of 1-hour periods meeting the warrant 6 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 1B IS NOT MET <<
I-14
03/29/19 21:47:52
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 1A Analysis (80%) - 8-Hour Minimum Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 120 Major Volume 3513 4142 3591 2526 3108 2042 0 0 480 Warrant Met? Yes Yes Yes Yes Yes No No No 8
Number of 1-hour periods meeting the warrant 5
Warrant 1B Analysis (80%) - 8-Hour Interruption of Continuous Traf
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 60 Major Volume 3513 4142 3591 2526 3108 2042 0 0 720 Warrant Met? Yes Yes Yes Yes Yes Yes No No 8
Number of 1-hour periods meeting the warrant 6
Warrant 1C Analysis - 8-Hour Combination of Warrants
80% of Warrants 1A and 1B are met No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to reduce delays Yes
>> WARRANT 1C IS NOT MET <<
Warrant 2 Analysis - 4-Hour Vehicular Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 Minor Reqrmt 80 80 80 80 80 80 590 590 <-- Warrant Met? Yes Yes Yes Yes Yes Yes No No 4
Number of 1-hour periods meeting the warrant 6 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 2 IS MET <<
I-15
03/29/19 21:47:52
TEAPAC[Ver 9.50.02] - Warrant Analysis for Traffic Signal
Warrant 3A Analysis - Peak Hour Delay
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 100 Total Volume 4185 4844 4211 2752 3330 2182 0 0 800 Warrant Met? Yes Yes Yes Yes Yes No No No 1
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes Delay for worst minor approach (must be at least 4 veh-hours) 20
>> WARRANT 3A IS MET <<
Warrant 3B Analysis - Peak Hour Volume
Start Time 1800 1700 1600 800 700 600 0 0 Req.
Minor Volume 452 429 359 154 132 81 0 0 Minor Reqrmt 100 100 100 100 100 100 765 765 <-- Warrant Met? Yes Yes Yes Yes Yes No No No 1
Number of 1-hour periods meeting the warrant 5 Signal will not seriously disrupt progressive traffic flow Yes
>> WARRANT 3B IS MET <<
Warrant 7 Analysis - Crash Experience
80% of Warrant 1A or 1B is met No Signal will not seriously disrupt progressive traffic flow Yes Trials of other remedies have failed to reduce accidents Yes Number of correctable accidents (must be 5 or more per year) 0
>> WARRANT 7 IS NOT MET <<
Summary of MUTCD Traffic Signal Warrant Analysis
Warrant 1A 8-Hour Minimum Vehicular Volume NOT MET Warrant 1B 8-Hour Interruption of Continuous Traffic NOT MET Warrant 1C 8-Hour Combination of Warrants NOT MET Warrant 2 4-Hour Vehicular Volume MET Warrant 3A Peak Hour Delay MET Warrant 3B Peak Hour Volume MET Warrant 7 Crash Experience NOT MET
>> Traffic Signal Warrant is MET <<
I-16 15585/15595 Old Columbia Pike April 2019
APPENDIX J CRASH DATA: RAW ANALYZED DATASET
Report_Num ACRS_Repor Crash_Date Road_Name Cross_St_1 Off_Road_D Collision Weather Surface_Co Light Traffic_Co Driver_Sub First_Harm Second_Har Fixed_Ojec Junction Intersecti Road_Align Road_Condi Road_Divis Location Property ENT TO BURTONSVILLE VILLAGE NONE (39.11095833, ‐ MCP26560011 12/3/2015 OLD COLUMBIA PIKE OTHER N/A N/A DAYLIGHT N/A OTHER VEHICLE N/A N/A INTERSECTION T‐INTERSECTION STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash SHOPPING CTR DETECTED 76.93377833)
Property DRIVEWAY OF 15569 OLD DARK LIGHTS NONE COMMERCIAL MCP2369000J 1/23/2015 OLD COLUMBIA PIKE OTHER CLEAR ICE NO CONTROLS OTHER VEHICLE N/A N/A T‐INTERSECTION STRAIGHT OTHER N/A (39.11002, ‐76.933825) Damage Crash COLUMBIA PIKE ON DETECTED DRIVEWAY OPPOSITE DIR BOTH LEFT NONE FOUR‐WAY (39.11094914, ‐ MCP2615000X Injury Crash 10/5/2015 OLD COLUMBIA PIKE OLD COLUMBIA PIKE (AHEAD) CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED TURN DETECTED INTERSECTION 76.93318963) Property STRAIGHT MOVEMENT NONE COMMERCIAL (39.110995, ‐ MCP2046003Y 6/9/2015 SPENCERVILLE RD ENT TO BUSINESS CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A OTHER STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash ANGLE DETECTED DRIVEWAY 76.93317167) NONE FOUR‐WAY TWO‐WAY, DIVIDED, POSITIVE MEDIAN (39.11053333, ‐ MCP27170014 Injury Crash 3/31/2015 NEW HAMPSHIRE AVE GOOD HOPE RD SAME DIR REAR END RAINING WET DUSK TRAFFIC SIGNAL OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT NO DEFECTS DETECTED INTERSECTION BARRIER 76.93282333) Property NONE (39.11038667, ‐ MCP27910019 6/3/2015 OLD COLUMBIA PIKE SPUR FR US 29A HEAD ON CLOUDY DRY DAYLIGHTNO CONTROLS OTHER VEHICLE OTHER VEHICLE N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash DETECTED 76.93420833)
Property SAME DIRECTION LEFT DARK LIGHTS NONE FOUR‐WAY TWO‐WAY, DIVIDED, POSITIVE MEDIAN (39.11121, ‐ MCP2798001F 3/2/2016 SANDY SPRING RD COLUMBIA PIKE CLEAR DRY TRAFFIC SIGNAL OTHER VEHICLE OTHER VEHICLE N/A INTERSECTION STRAIGHT NO DEFECTS Damage Crash TURN ON DETECTED INTERSECTION BARRIER 76.93266833)
Property STRAIGHT MOVEMENT DARK LIGHTS NONE TWO‐WAY, DIVIDED, UNPROTECTED (39.11056833, ‐ MCP2048000Y 11/30/2016 SPENCERVILLE RD ENT TO BUSINESS RAINING WET NO CONTROLS OTHER VEHICLE N/A N/A NON INTERSECTION N/A STRAIGHT NO DEFECTS Damage Crash ANGLE ON DETECTED PAINTED MIN 4 FEET 76.933675)
Property NONE (39.11052333, ‐ MCP2791002L 7/16/2016 SANDY SPRING RD SPUR TO US 29A OTHER RAINING WET DAYLIGHT NO CONTROLS OTHER VEHICLE OTHER VEHICLE N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash DETECTED 76.93316) NONE ENT TO OLD COLUMBIA TWO‐WAY, DIVIDED, UNPROTECTED (39.11092, ‐ MCP2363000T Injury Crash 8/17/2016 OLD COLUMBIA PIKE HEAD ON CLEAR DRY DAYLIGHT N/A DETECTED, OTHER VEHICLE N/A N/A N/A N/A CURVE LEFT NO DEFECTS SHOPPING CENTER PAINTED MIN 4 FEET 76.93331704) UNKNOWN Property ENT TO BURTONSVILLE NONE FOUR‐WAY (39.11074934, ‐ MCP26580018 7/8/2016 SANDY SPRING RD HEAD ON LEFT TURN RAINING WET DAYLIGHT N/A OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash CROSSING SHOP CTR DETECTED INTERSECTION 76.93359733)
NONE TWO‐WAY, DIVIDED, UNPROTECTED (39.11097, ‐ MCP2937001M Injury Crash 2/22/2016 COLUMBIA PIKE SANDY SPRING RD HEAD ON LEFT TURN CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A NON INTERSECTION N/A STRAIGHT NO DEFECTS DETECTED PAINTED MIN 4 FEET 76.93301667) BURTONSVILLE SCH ACCESS RD DARK LIGHTS NONE (39.11075975, ‐ MCP2586002B Injury Crash 10/20/2016 OLD COLUMBIA PIKE SAME DIR REAR END N/A DRY NO CONTROLS OTHER VEHICLE N/A N/A NON INTERSECTION N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED (AHEAD) ON DETECTED 76.9334659) SPUR TO RAMP 6 FR MD 198 EB SAME DIRECTION RIGHT NONE TWO‐WAY, NOT DIVIDED WITH A (39.11079096, ‐ MCP29410012 Injury Crash 3/18/2016 OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT N/A OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS TO US 29 SB TURN DETECTED CONTINUOUS LEFT TURN 76.93333983) SPUR TO RAMP 6 FR MD 198 EB STRAIGHT MOVEMENT N/A, NONE FOUR‐WAY TWO‐WAY, DIVIDED, UNPROTECTED (39.11126667, ‐ MCP26560016 Injury Crash 2/11/2016 OLD COLUMBIA PIKE CLEAR N/A DAYLIGHT TRAFFIC SIGNAL OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT NO DEFECTS TO US 29 SB ANGLE DETECTED INTERSECTION PAINTED MIN 4 FEET 76.93276667)
Property ENT TO BURTONSVILLE STRAIGHT MOVEMENT NONE FOUR‐WAY MCP2910002L 8/10/2016 OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT N/A TWO‐WAY, NOT DIVIDED (39.1103, ‐76.93249333) Damage Crash SHOPPING CENTER ANGLE DETECTED INTERSECTION
Property STRAIGHT MOVEMENT NONE COMMERCIAL (39.11037833, ‐ MCP2728002W 12/1/2016 OLD COLUMBIA PIKE ENT TO BUSINESS CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A OTHER STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash ANGLE DETECTED DRIVEWAY 76.934075)
Property OPPOSITE DIR BOTH LEFT DARK LIGHTS NONE TWO‐WAY, DIVIDED, UNPROTECTED (39.11051833, ‐ MCP27980024 7/30/2016 SANDY SPRING RD ENT TO BUSINESS RAINING WET NO CONTROLS OTHER VEHICLE N/A N/A NON INTERSECTION N/A STRAIGHT NO DEFECTS Damage Crash TURN ON DETECTED PAINTED MIN 4 FEET 76.93436167) RAMP 6 FR MD 198 EB TO US 29 SAME DIRECTION NONE FOUR‐WAY TWO‐WAY, DIVIDED, POSITIVE MEDIAN (39.11106333, ‐ MCP2365000D Injury Crash 6/12/2016 SANDY SPRING RD CLEAR DRY DAYLIGHT TRAFFIC SIGNAL OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT NO DEFECTS SB SIDESWIPE DETECTED INTERSECTION BARRIER 76.93291833) PARKING LOT OF 13880 OLD Property (39.11058076, ‐ MCP26950019 4/9/2017 COLUMBIA PIKE, SILVER OTHER CLEAR DAYLIGHT N/A N/A OTHER VEHICLE N/A N/A N/A N/A Damage Crash 76.9330126) SPRING, MD 20904 J-1 ENT TO BURTONSVILLE SAME DIRECTION LEFT NONE (39.11092833, ‐ MCP2971002S Injury Crash 7/12/2017 OLD COLUMBIA PIKE CLOUDY DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A INTERSECTION T‐INTERSECTION STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED SHOPPING CENTER TURN DETECTED 76.93386667) ENT TO BURTONSVILLE ANGLE MEETS LEFT COMMERCIAL (39.11082667, ‐ MCP1064005B Injury Crash 2/7/2017 OLD COLUMBIA PIKE CLOUDY DRY DAYLIGHT STOP SIGN N/A OTHER VEHICLE N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED SHOPPING CENTER HEAD ON DRIVEWAY 76.933595) Property NONE (39.11018, ‐ MCP2971002V 8/2/2017 OLD COLUMBIA PIKE ENT TO BUSINESS SAME DIR REAR END CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash DETECTED 76.93438167)
Property STRAIGHT MOVEMENT DARK LIGHTS NONE TWO‐WAY, DIVIDED, UNPROTECTED MCP20480013 1/21/2017 SANDY SPRING RD US 29 (SB/L) RAINING WET N/A OTHER VEHICLE N/A N/A NON INTERSECTION N/A STRAIGHT NO DEFECTS (39.111015, ‐76.93269) Damage Crash ANGLE ON DETECTED PAINTED MIN 4 FEET SPUR TO RAMP 6 FR MD 198 EB OPPOSITE DIR BOTH LEFT NONE (39.11071188, ‐ MCP2712001Y Injury Crash 8/5/2017 OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT N/A OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED TO US 29 SB TURN DETECTED 76.93352357) Property PARKING LOT OF 15569 OLD NONE (39.10998033, ‐ MCP26220015 4/2/2017 SINGLE VEHICLE CLEAR DAYLIGHT N/A BACKING FIXED OBJECT FENCE N/A N/A Damage Crash COLUMBIA PIKE DETECTED 76.93355441)
Property SPUR TO RAMP 6 FR MD 198 EB STRAIGHT MOVEMENT TWO‐WAY, DIVIDED, UNPROTECTED (39.11092667, ‐ MCP2695001L 6/20/2017 OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT N/A N/A OTHER VEHICLE N/A N/A NON INTERSECTION N/A CURVE RIGHT NO DEFECTS Damage Crash TO US 29 SB ANGLE PAINTED MIN 4 FEET 76.933275) 7‐ELEVEN PARKING LOT NONE Property PARKED (39.11059949, ‐ MCP27120026 12/20/2017 LOCATED AT 15585 OLD OTHER CLEAR DAYLIGHT N/A DETECTED, N/A N/A N/A N/A Damage Crash VEHICLE 76.93296432) COLUMBIA PIKE. UNKNOWN Property DARK LIGHTS NONE COMMERCIAL (39.11081178, ‐ MCP2586003N 2/18/2018 OLD COLUMBIA PIKE OLD COLUMBIA PIKE HEAD ON LEFT TURN CLEAR DRY NO CONTROLS OTHER VEHICLE OTHER VEHICLE N/A OTHER STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash ON DETECTED DRIVEWAY 76.93333179)
Property DARK LIGHTS ALCOHOL (39.11041635, ‐ MCP2622001L 2/25/2018 OLD COLUMBIA PIKE OLD COLUMBIA PIKE SINGLE VEHICLE FOGGY WET N/A FIXED OBJECT OFF ROAD CURB N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash ON PRESENT 76.93384409)
Property RAMP 6 FR MD 198 EB TO US 29 DARK LIGHTS NONE TWO‐WAY, DIVIDED, POSITIVE MEDIAN (39.11107817, ‐ MCP2048001R 2/21/2018 SANDY SPRING RD SAME DIR REAR END CLEAR DRY NO CONTROLS OTHER VEHICLE N/A N/A INTERSECTION OTHER STRAIGHT NO DEFECTS Damage Crash SB ON DETECTED BARRIER 76.93263173)
Property SAME DIR BOTH LEFT NONE (39.11062067, ‐ MCP3109000Y 6/29/2018 OLD COLUMBIA PIKE OLD COLUMBIA PIKE CLEAR N/A DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash TURN DETECTED 76.9333015)
Property OPPOSITE DIR BOTH LEFT DARK LIGHTS NONE TWO‐WAY, DIVIDED, UNPROTECTED MCP2048001Q 1/19/2018 SANDY SPRING RD COLUMBIA PIKE CLEAR DRY NO CONTROLS OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS (39.11021, ‐76.933905) Damage Crash TURN ON DETECTED PAINTED MIN 4 FEET
Property ENT TO OLD COLUMBIA SAME DIRECTION LEFT NONE MCP3033001P 1/25/2018 OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED (39.110605, ‐76.933305) Damage Crash SHOPPING CENTER TURN DETECTED PARKING LOT 15569 OLD Property NONE (39.10969667, ‐ MCP1220006S 5/15/2018 COLUMBIA PIKE SINGLE VEHICLE CLEAR DAYLIGHT NO CONTROLS FIXED OBJECT N/A OTHER N/A N/A Damage Crash DETECTED 76.933845) BURTONSVILLE, MD ENT TO OLD COLUMBIA STRAIGHT MOVEMENT TWO‐WAY, DIVIDED, UNPROTECTED (39.11057167, ‐ MCP31130016 Injury Crash 11/12/2018 OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT STOP SIGN N/A OTHER VEHICLE N/A N/A INTERSECTION T‐INTERSECTION STRAIGHT NO DEFECTS SHOPPING CENTER ANGLE PAINTED MIN 4 FEET 76.933205)
Property ANGLE MEETS LEFT NONE INTERSECTION TWO‐WAY, DIVIDED, UNPROTECTED (39.11052667, ‐ MCP271700LD 11/1/2018 OLD COLUMBIA PIKE OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT NO CONTROLS OTHER VEHICLE N/A N/A T‐INTERSECTION STRAIGHT N/A Damage Crash TURN DETECTED RELATED PAINTED MIN 4 FEET 76.9339725) NONE FOUR‐WAY TWO‐WAY, DIVIDED, POSITIVE MEDIAN (39.11108333, ‐ MCP3033001Y Injury Crash 8/23/2018 OLD COLUMBIA PIKE OLD COLUMBIA PIKE SAME DIR REAR END CLEAR DRY DAYLIGHT TRAFFIC SIGNAL OTHER VEHICLE N/A N/A INTERSECTION STRAIGHT NO DEFECTS DETECTED INTERSECTION BARRIER 76.93263667) Property ENT TO BURTONSVILLE STRAIGHT MOVEMENT NONE (39.11066, ‐ MCP27120030 9/28/2018 OLD COLUMBIA PIKE CLOUDY WET DAWN NO CONTROLS OTHER VEHICLE N/A N/A INTERSECTION T‐INTERSECTION STRAIGHT N/A TWO‐WAY, NOT DIVIDED Damage Crash SHOPPING CENTER ANGLE DETECTED 76.93364333)
Property STRAIGHT MOVEMENT N/A, NONE (39.11074167, ‐ MCP31650011 3/23/2019 OLD COLUMBIA PIKE OLD COLUMBIA PIKE CLEAR DRY DAYLIGHT N/A OTHER VEHICLE N/A N/A N/A N/A STRAIGHT NO DEFECTS TWO‐WAY, NOT DIVIDED Damage Crash ANGLE DETECTED 76.93394667)
Property STRAIGHT MOVEMENT NONE LOOSE SURFACE (39.110665, ‐ MCP27120037 3/6/2019 OLD COLUMBIA PIKE SPUR TO US 29 N/A DRY DAYLIGHT N/A OTHER VEHICLE N/A N/A N/A N/A STRAIGHT TWO‐WAY, NOT DIVIDED Damage Crash ANGLE DETECTED MATERIAL 76.93364333)