BLOOM MONTGOMERY VILLAGE · bloom montgomery village local area transportation review and...

BLOOM MONTGOMERY VILLAGE LOCAL AREA TRANSPORTATION REVIEW AND TRANSPORTATION POLICY AREA REVIEW MONTGOMERY COUNTY, MARYLAND Prepared for: Monument Realty Prepared by: Wells + Associates, Inc. Michael J. Workosky, PTP, TOPS, TSOS ([email protected]) 703.917.6620 Christopher L. Kabatt, PE (clkabatt@ wellsandassociates.com ) (301)971-3416 Kevin A. Berger (kaberger@ wellsandassociates.com ) 301.448.1333 December 2, 2016

mailto:[email protected]



FINAL TIA 12/5/20131

BLOOM MONTGOMERY VILLAGE LOCAL AREA TRANSPORTATION REVIEW

MONTGOMERY COUNTY, MARYLAND

TABLE OF CONTENTS Page INTRODUCTION ______________________________________________________________ 1 BACKGROUND INFORMATION ___________________________________________________ 6 Public Road Network................................................................................................................. 6 Site Access Concept .................................................................................................................. 8 Study Area Definition ................................................................................................................ 9 Non-Auto Facilities and Services ............................................................................................... 9 Existing Traffic Counts ............................................................................................................. 10 LOCAL AREA TRANSPORTATION REVIEW _________________________________________ 20 Overview ................................................................................................................................. 20 Congestion Standard ............................................................................................................... 20 Existing Critical Lane Volume .................................................................................................. 20 Planned Road Improvements / Watkins Mill Interchange ..................................................... 20 Pipeline Development Traffic ................................................................................................. 21 Background Traffic Forecasts .................................................................................................. 30 Background Future Intersection Critical Lane Volumes ......................................................... 30 Proposed Road Improvements / Stewartown Road Extension .............................................. 30 Site Trip Generation ................................................................................................................ 35 Trip Distribution ...................................................................................................................... 35 Site Access Improvements ...................................................................................................... 35 Total Future Forecasts ............................................................................................................ 37 Total Future Intersection Critical Lane Volumes .................................................................... 37 PEDESTRIAN STATEMENT______________________________________________________ 46 Sidewalks ................................................................................................................................. 46 Pedestrian Crossings ............................................................................................................... 46 Bicycle Facilities ...................................................................................................................... 49 Transit Facilities ...................................................................................................................... 49 Street Lighting Inventory ........................................................................................................ 50 TRANSOPRTATION POLICY AREA REVIEW _________________________________________ 54 Overview ................................................................................................................................. 54 Required Mitigation (TPAR Payment) ..................................................................................... 54 CONCLUSIONS ______________________________________________________________ 55




LIST OF FIGURES FIGURE TITLE Page

1-1 Site Location Map ......................................................................................................... 4 1-2 Site Plan Reduction ....................................................................................................... 5 2-1A Existing Lane Use and Traffic Control ......................................................................... 12 2-1B Existing Lane Use and Traffic Control ......................................................................... 13 2-2A Existing Peak Hour Traffic Volumes ............................................................................ 14 2-2B Existing Peak Hour Traffic Volumes ............................................................................ 15 2-3A Existing Peak Hour Pedestrian Volumes ..................................................................... 16 2-3B Existing Peak Hour Pedestrian Volumes ..................................................................... 17 2-4A Existing Peak Hour Bicycle Volumes ........................................................................... 18 2-4B Existing Peak Hour Bicycle Volumes ........................................................................... 19 3-1 Existing Study Area ..................................................................................................... 24 3-2A Watkins Mill Road Interchange Diversions ................................................................. 25 3-2B Watkins Mill Road Interchange Diversions ................................................................. 26 3-3 Pipeline Development Locations ................................................................................ 27 3-4A Pipeline Trip Assignments ........................................................................................... 28 3-4B Pipeline Trip Assignments ........................................................................................... 29 3-5A Background Traffic Forecasts ...................................................................................... 31 3-5B Background Traffic Forecasts ...................................................................................... 32 3-6A Stewartown Road Extension Diversions ..................................................................... 33 3-6B Stewartown Road Extension Diversions ..................................................................... 34 3-7 Future Study Area ....................................................................................................... 39 3-8A Future Lane Use and Traffic Control ........................................................................... 40 3-8B Future Lane Use and Traffic Control ........................................................................... 41 3-9A Site-Generated Trip Assignments ............................................................................... 42 3-9B Site-Generated Trips Assignments .............................................................................. 43 3-10A Total Future Traffic Forecasts ..................................................................................... 44 3-10B Total Future Traffic Forecasts ..................................................................................... 45 4-1A Pedestrian Infrastructure and Bus Stop ...................................................................... 51 4-1B Pedestrian Infrastructure and Bus Stop ...................................................................... 52 15 Transit Route Map ...................................................................................................... 32 16 Streetlight Inventory ................................................................................................... 33




LIST OF TABLES TABLE TITLE Page 3-1 Peak Period Intersection CLV ...................................................................................... 22 3-2 Pipeline Development Trip Generation Summary ...................................................... 23 3-2 Site Trip Generation .................................................................................................... 38 4-1 Existing Pedestrian Phasing ........................................................................................ 53




LIST OF APPENDICES APPENDIX TITLE A M-NCPPC Scoping Letter B Vehicular Traffic Count Data C Pedestrian and Bicycle Count Data D Existing Critical Lane Volume (CLV) E Background Critical Lane Volume (CLV) F Total Future Critical Lane Volume (CLV) G Bus Route Information


SECTION 1 INTRODUCTION This report presents the results of a Local Area Transportation Review (LATR) and Transportation Policy Area Review (TPAR) for the Bloom Montgomery Village project. The applicant proposes to redevelop the former Montgomery Village Golf Club into a residential community with a combination of townhouses and single-family detached units. The property is shown on Figure 1-1, is located on the former Montgomery Village Golf Club, which closed in 2014, encompasses an area of 147 acres, and is within the Montgomery Village/Airpark Policy Area of Montgomery County, Maryland. Monument Realty, the Applicant, proposes to redevelop the site as six (6) distinct development areas, which are generally delineated by the existing roadway network and the Pepco-Exelon transmission line, to include a total of 456 townhouses and 32 single-family detached units (488 total units). Access to the development areas would be generally provided via Montgomery Village Avenue, Watkins Mill Road, Rothbury Drive via Goshen Road, and Stewartown Road. Stewartown Road would be extended west to Watkins Mill Road as part of the overall development. A reduction of the site plan is provided on Figure 1-2. This LATR and TPAR study was conducted in accordance with the Maryland-National Park and Planning Commission’s (M-NCPPC) LATR and TPAR Guidelines published in January 2013, and Resolution No. 17-601 adopted November 13, 2012. The scope of this LATR and TPAR was established in consultation with M-NCPPC staff. A copy of the scoping agreement signed by M-NCPPC staff dated May 11, 2016 is included in Appendix A. Tasks undertaken in this study include the following:

1. Review of the project development plans, previous traffic studies conducted in the area, the Montgomery Village Master Plan, and other background data.

2. A field reconnaissance of existing roadways and pedestrian infrastructure,

intersection geometrics, traffic controls, and speed limits.

3. Coordination with M-NCPPC staff through a scoping process to identify the formal requirements of this LATR/TPAR study.

4. Collection of existing bicycle, pedestrian, and vehicular turning movement counts at 18 off-site intersections on a typical weekday from 6:30 to 9:30 AM and from 4:00 to 7:00 PM, based on the M-NCPPC LATR Guidelines.

5. Analysis of existing critical lane volumes (CLVs) at each of the study intersections.

6. Forecast background future traffic volumes based on existing traffic counts, diverted

trips resulting from the Watkins Mill Road interchange, and traffic forecasted to be generated by three (3) pipeline developments.

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7. Calculation of background CLVs at each study intersection based on background

traffic forecasts, existing traffic controls, and existing intersection geometrics.

8. Estimation of the number of weekday AM and PM peak hour trips generated by the proposed project uses based on standard M-NCPPC trip generation rates.

9. The determination of the directional distribution of the site-generated trips based

on M-NCPPC procedures.

10. Forecast total future traffic volumes based on background traffic forecasts, diverted trips resulting from the extension of Stewartown Road, and site trip assignments.

11. Calculation of total future CLVs at each study intersection based on total future

traffic forecasts, existing traffic controls, and future intersection geometrics. If necessary, identification of road improvements needed to mitigate site traffic.

12. Preparation of a pedestrian and bicycle statement in accordance with the LATR and

TPAR Guidelines.

13. Preparation of a Transportation Policy Area Review. Sources of data for this analysis included the M-NCPPC’s January 2013 Local Area Transportation Review and Transportation Policy Area Review Guidelines; traffic counts conducted by Wells + Associates; the Maryland State Highway Administration (MSHA); Torti Gallas and Partners; VIKA Maryland, LLC; and Monument Realty. The conclusions of this LATR and TPAR study are as follows:

1. The site is planned to be developed with a total of 456 residential townhouses and 32 single-family detached units divided into six (6) development areas that are located within the Montgomery Village/Airpark Policy Area. Regional access is provided by Frederick Avenue (MD 355) and Interstate 270 and local access provided by Montgomery Village Avenue, Watkins Mill Road, Rothbury Drive via Goshen Road, and Stewartown Road.

2. All of the study area intersections currently operate within the acceptable

congestion standard of 1,425 CLV during the weekday AM and PM peak hours.

3. Three (3) pipeline development projects within the vicinity would generate 558 AM peak hour trips and 332 PM peak hour trips, upon completion.

4. Under future conditions without the Project, with the pipeline developments, and

with diverted existing trips resulting from the construction of the Watkins Mill Road interchange at Interstate 270, all intersections in the study area would continue to operate at acceptable CLVs (below 1,425), during both the AM and PM peak hours.

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5. The redevelopment of the site consisting of 456 townhouses and 32 single-family detached units would generate 250 AM peak hour trips and 414 PM peak hour trips upon completion.

6. The results of the total future analyses that include pipeline development, diverted

trips resulting from the planned Watkins Mill Road interchange at I-270, diverted trips resulting from the extension of Stewartown Road, and the new site-generated trips indicate that all intersections in the study area would continue to operate at acceptable CLVs during both the AM and PM peak hours, without the need for additional improvements. Each of the site entrances would also operate at acceptable CLVs.

7. A review of the pedestrian crossing times indicates that, for some legs at several of the study intersections, the pedestrian crossing times are not adequate when considering the “flashing don’t walk” times. The legs that are identified as inadequate would require further review by MCDOT to determine if additional crossing time can or should be added.

8. The Project is located within the Montgomery Village/Airpark Policy Area of

Montgomery County. If developed today, sites located in this Policy Area are required to pay the transportation impact tax that equals 25 percent of the Department of Permitting Service’s development impact tax. If required, this payment is due at the time of building permit.

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SECTION 2 BACKGROUND INFORMATION Public Road Network Existing Network. Regional access to the Project is provided by Frederick Avenue (MD 355) and Interstate 270. Local access is provided Montgomery Village Avenue, Watkins Mill Road, Rothbury Drive via Goshen Road, and Stewartown Road. Existing intersection lane use and traffic controls at key intersections in the site vicinity are shown on Figure 2-1. Montgomery Village Avenue is a four-lane median-divided roadway that extends from Wightman Road to Interstate 270, where a full-movement interchange is provided. West of Interstate 270, Montgomery Village Avenue becomes Quince Orchard Road. This roadway serves traffic from both the north and south towards the Bloom Montgomery Village site. Sidewalks are provided along both sides of the roadway through the study area, and crosswalks are provided at all legs of the intersections with Centerway Road, Club House Road, Apple Ridge Road, and Wightman Road. Crosswalks are also provided on the northern and eastern legs of the intersection with Arrowhead Road. Montgomery Village Avenue has a posted speed limit of 35 mph. Watkins Mill Road is a north-south, two-lane arterial road located to the west of Montgomery Village Avenue. It serves as the western boundary for this study. Per the Montgomery Village Master Plan, portions of this road—including north of Apple Ridge Road and between Millstream Drive and Club Lake Road—provide shared-use paths, which allow convenience for bicyclists. Sidewalks are provided along both sides of the roadway through the study area, and crosswalks are provided at all legs of the intersection with Apple Ridge Road. Crosswalks are also provided on the northern and eastern legs of the intersection with Club House Road. A grade separated interchange with Interstate 270 is planned, with construction anticipated to begin in summer 2017. Reassignments of existing traffic are included within this study as a consideration of the interchange installment. The posted speed limit is 35 mph. Goshen Road is a north-south, two-lane major highway road located to the east of Montgomery Village Avenue. It serves as the eastern boundary for this study. This road intersects with Wightman Road, Rothbury Drive, Stewartown Road, and Centerway Road which are pertinent to the study. Sidewalks are not provided for much of this corridor; however, a sidewalk is present along the west side of the roadway between Centerway Road and Farmingham Drive as well as the west side of the roadway from Rothbury Drive to Wightman Road. Crosswalks are provided along the northern and western legs of the intersection with Wightman Road, the northern and western legs of the intersection with Rothbury Drive, and along all legs of the intersection with Centerway Road. The posted speed limit is 35 mph. Arrowhead Road is a northwest-southeast, two-lane roadway extending from Montgomery Village Avenue to Frostburg Way. West of Montgomery Village Avenue, the roadway is named Shadow Oak Drive. Arrowhead Road has a signalized intersection with

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Montgomery Village Avenue. At the stop-controlled intersection with Rothbury Drive, Arrowhead Road has a separate left-turn lane in the southbound direction. Sidewalks are provided on the east side of Arrowhead Road. The posted speed limit on Arrowhead Road is 25 mph. Rothbury Drive is an east-west roadway, extending from Arrowhead Road to Goshen Road. East of Goshen Road, the roadway is called Green Run Way. Sidewalks are provided on both the sides of the road west of Goshen Road. Crosswalks are located on the western and northern legs of the signalized study intersection with Goshen Road. The posted speed limit is 30 mph. Apple Ridge Road is an east-west, two-lane primary residential street that extends from a residential community west of Watkins Mill Road to Montgomery Village Avenue. Sidewalks are provided along both sides of the roadway through the study area. The posted speed limit is 25 mph. Wightman Road is an east-west, two-lane arterial road that intersections with Goshen Road and Montgomery Village Avenue. This road is located along the northern boundary of the study area. East of the intersection with Goshen Road, the road is identified as Snouffer School Road. Sidewalks are provided along the north side of the roadway within the study area. At the intersection with Montgomery Village Avenue, channelized islands are provided for right-turn movements and crosswalks are provided along all legs of the intersection. At the intersection with Goshen Road, crosswalks are provided along the northern and western legs. The posted speed limit is 35 mph. Stewartown Road is an east-west, two-lane minor arterial road that between Goshen Road and Montgomery Village Avenue. Per the approved and adopted Montgomery Village Master Plan, dated March 2016, this road has been proposed to extend from Montgomery Village Avenue to Watkins Mill Road as a two-lane minor arterial with a 56-foot minimum right-of-way. Reassignments area included within this study as a consideration of the roadway extension. Sidewalks are provided on the south side of the existing roadway within the study area. Per the Master Plan, the sidewalk would be reclassified as a shared-use path, and would continue along the new section between Montgomery Village Avenue and Watkins Mill Road. The posted speed limit is 25 mph. Centerway Road is an east-west, four-lane arterial road that extends from the Montgomery Village Center (immediately west of Montgomery Village Avenue) to Snouffer School Road. Sidewalks are provided along the north side of the roadway within the study area, and along the south side of the roadway from Montgomery Village Avenue to Club House Road. The posted speed limit is 35 mph. Club House Road is an east-west, two-lane business street that extends from Watkins Mill Road to Centerway Road. Sidewalks are provided along the north and south sides of the roadway within the study area. The posted speed limit is 30 mph.

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Site Access Concept

The site redevelopment will be comprised of six (6) distinct development areas. Local access will be provided by Montgomery Village Avenue, Watkins Mill Road, Rothbury Drive via Goshen Road, and Stewartown Road. Direct vehicular access to each development area varies, and the specifics for each area are described as follows. Access to development Area One (1), which will include up to 120 townhouses, is proposed via a full-movement entrance opposite Brassie Place on the west side of intersection with Montgomery Village Avenue. Development Area Two (2), which will include up to 13 single-family detached units and 52 townhouses, will be accessed from the extended segment of Stewartown Road that will be constructed from Montgomery Village Avenue to Watkins Mill Road. Stewartown Road will intersect Watkins Mill Road opposite Crested Iris Drive. Development Area Three (3), which will include up to 19 single-family detached units and 24 townhouses, will include access via a right-in/right-out entrance on the west side of Montgomery Village Avenue south of Duffer Way and north of Greenside Terrace, and a right-in/right-out entrance on the west side of Montgomery Village Avenue south of Meadowcroft Lane and north Duffer Way. Development Area Four (4), which will include up to 94 townhouses, will have access via a full-movement entrance opposite Meadowcroft Lane at the intersection with Montgomery Village Avenue, a right-in/right-out access on the east side of Montgomery Village Avenue south of Duffer Way and north of Greenside Terrace, a full-movement entrance opposite Rothbury Drive at the intersection with Arrowhead Road, and inter-parcel access with a road connection that serves Development Area Five (5). In addition to the inter-parcel access connecting to Development Area Four (4), Development Area Five (5), which will include up to 85 townhouses, will have access via a full-movement entrance on the north side of Stewartown Road to the east of the intersection with Montgomery Village Avenue. Development Area Six (6), which will include up to 81 townhouses, will have access via a right-in/right-out access on the east side of Montgomery Village Avenue south of the intersection with Stewartown Road and north of the intersection with Greenside Terrace, as well as a full-movement access on the south side of Stewartown Road. The proposed design integrates the redevelopment of the golf course within the adjacent residential community and creates a connected street and pedestrian network by utilizing existing roadway intersections and the future extension of Stewartown Road.

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Study Area Definition

The LATR and TPAR Guidelines specify the size of the study area based on anticipated site trip generation for the proposed 456 townhouses and 32 single-family detached units. The Project is anticipated to generate 250 AM peak hour and 414 PM peak hour trips, when fully developed, as described in detail later in this report. The study area includes a minimum of two (2) signalized intersections in all directions from the site driveways in accordance with the LATR and TPAR Guidelines and confirmed by M-NCPPC staff. The following study intersections were specified by M-NCPPC staff:

1. Watkins Mill Road/Apple Ridge Road 2. Watkins Mill Road/Stedwick Road 3. Watkins Mill Road/Club House Road 4. Montgomery Village Avenue/Wightman Road 5. Montgomery Village Avenue/Arrowhead Road/Shadow Oak Drive 6. Montgomery Village Avenue/Apple Ridge Road 7. Montgomery Village Avenue/Club House Road 8. Montgomery Village Avenue/Centerway Road 9. Goshen Road/Wightman Road 10. Goshen Road/Rothbury Drive 11. Goshen Road/Stewartown Road 12. Goshen Road/Centerway Road 13. Watkins Mill Road/Crested Iris Drive 14. Montgomery Village Avenue/Meadowcroft Lane 15. Montgomery Village Avenue/Greenside Terrace 16. Montgomery Village Avenue/Stewartown Road 17. Montgomery Village Avenue/Brassie Place 18. Arrowhead Road/Rothbury Drive

In addition, the following new site entrances will be included to the study area under total future conditions:

19. Stewartown Road/Area 6 Entrance

20. Stewartown Road/Area 5 Entrance 21. Montgomery Village Avenue/Area 3 RIRO Entrance 22. Montgomery Village Avenue/Area 3 RIRO Entrance/Area 4 RIRO Entrance 23. Montgomery Village Avenue/Area 6 RIRO Entrance

Non-Auto Facilities and Services

Existing Facilities and Services. Montgomery Village, in the vicinity of the site, is served by RideOn, a bus service which offers an alternative to the private automobile.

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RideOn. The subject area is served by RideOn routes 58, 59, 60, 64, and 65, with stops along Montgomery Village Avenue, Club House Road, Apple Ridge Road, Arrowhead Road, Rothbury Drive, Wightman Road, Centerway Road, Watkins Mill Road, and Goshen Road. Bicycle Facilities. Currently, there is a limited presence of existing bicycle facilities within the study area. Portions of Watkins Mill Road—including to the north of Apple Ridge Road and between Millstream Drive and Club Lake Road—presently have shared-use paths. A shared-use path also exists along Montgomery Village Avenue south of the intersection with Centerway Road. Per the Montgomery Village Master Plan, additional shared-use paths, bike lanes, and separated bike lanes are proposed for various roads throughout the study area. Existing Traffic Counts

Overview. Existing vehicular and pedestrian/bicycle traffic counts were conducted by Wells + Associates at the off-site study intersections. These counts were conducted on Wednesday, April 27, 2016; Thursday, April 28, 2016; and Wednesday, October 27, 2016 when Montgomery County public schools were in session, from 6:30 to 9:30 AM and from 4:00 to 7:00 PM, in accordance with the LATR and TPAR Guidelines. The vehicular traffic counts are presented in Appendix B and summarized on Figure 2-2. The pedestrian and bicycle traffic counts are presented in Appendix C. Pedestrian counts are summarized on Figure 2-3 and the bicycle counts are summarized on figure 2-4. Public Road Trips. Based on the peak hour traffic counts (one-hour between 6:30 – 9:30 AM and 4:00 – 7:00 PM), Figure 2-2 indicates that Montgomery Village Avenue presently carries 1,304 weekday AM peak hour trips and 1,387 weekday PM peak hour trips north of Greenside Terrace. South of Greenside Terrace, Montgomery Village Avenue presently carries 1,300 weekday AM peak hour trips and 1,394 weekday PM peak hour trips. North of Stewartown Road, Montgomery Village Avenue presently carries 1,344 weekday AM peak hour trips and 1,407 weekday PM peak hour trips. South of Stewartown Road, Montgomery Village Avenue presently carries 1,375 weekday AM peak hour trips and 1,400 weekday PM peak hour trips. North of Apple Ridge Road, Montgomery Village Avenue presently carries 1,460 weekday AM peak hour trips and 1,496 weekday PM peak hour trips. South of Apple Ridge Road, Montgomery Village Avenue presently carries 1,212 AM peak hour trips and 1,187 PM peak hour trips. Apple Ridge Road presently carries 799 weekday AM peak hour trips and 781 weekday PM peak hour trips west of Montgomery Village Avenue. Hob Hill Way presently carries 53 weekday AM peak hour trips and 28 weekday PM peak hour trips east of Montgomery Village Avenue. Arrowhead Road presently carries 377 weekday AM peak hour trips and 508 weekday PM peak hour trips east of Montgomery Village Avenue. North of Rothbury Drive, Arrowhead Road presently carries 353 weekday AM peak hour trips and 509 weekday PM peak hour

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trips. South of Rothbury Drive, Arrowhead Road presently carries 223 weekday AM peak hour trips and 263 weekday PM peak hour trips. Rothbury Drive presently carries 290 weekday AM peak hour trips and 464 weekday PM peak hour trips east of Arrowhead Road. West of Goshen Road, Rothbury Drive presently carries 329 weekday AM peak hour trips and 561 weekday PM peak hour trips. Watkins Mill Road presently carries 1,133 AM peak hour trips and 1,243 PM peak hour trips north of Crested Iris Way. South of Crested Iris way, Montgomery Village Avenue presently carries 1,158 AM peak hour trips and 1,292 PM peak hour trips. Club House Road presently carries 820 AM peak hour trips and 859 PM peak hour trips west of Montgomery Village Avenue. East of Montgomery Village Avenue, Club House Road presently carries 397 AM peak hour trips and 435 PM peak hour trips. Goshen Road presently carries 869 AM peak hour trips and 1,106 PM peak hour trips north of Stewartown Road. South of Stewartown Road, Goshen Road presently carries 909 AM peak hour trips and 1,181 PM peak hour trips. Stewartown Road presently carries 119 AM peak hour trips and 139 PM peak hour trips west of Goshen Road. East of Goshen Road, Trams Way presently carries 19 AM peak hour trips and 18 PM peak hour trips. As shown on Figure 2-3, the study intersection with the greatest volume of peak hour pedestrians was Watkins Mill Road/Club House Road, with 115 pedestrians crossing during the AM peak hour and 41 pedestrians crossing during the PM peak hour.

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165/285

52/56

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182/747

83/176

199/85

221/231

27/102

436/281

286/230

235/372

131/47

85/100

160/418

44/69

669/457

372/701

31/100

69/73

65/74

22/14

604/396

3/4

1/3

4/1

6/2

4/6

221/672

24/62

50/43

1/2

18/17

73/135

495/291

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6/6

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202/521

48/160

134/124

2/8

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257/161

379/214

113/51

20/68

243/519

117/222

81/159

170/393

56/108

89/88

404/286

198/275

91/61

277/334

167/299

187/206

195/53

54/65

50/118

207/412

170/71

228/51

94/42

49/36

49/99

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116/160

18/66

62/43

94/55

10/11

590/469

521/748

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135/92

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26/19

10/16

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112/268

348/703

13/32

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34/37

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119/59

56/85

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228/236

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159/148

49/30

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51/26

46/38

173/420

318/295

254/394

33/40

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302/130

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34/49

72/50

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19

FINAL TIA 12/5/201320

SECTION 3 LOCAL AREA TRANSPORTATION REVIEW (LATR) Overview This section presents a Local Area Transportation Review (LATR), which was conducted in accordance with the 2013 LATR and TPAR Guidelines. It includes: a listing of applicable congestion standards; analyses of existing critical lane volumes (CLVs); a summary of site trip generation projections; analyses of future CLVs without and with the site development; and a pedestrian statement. Congestion Standard

The study intersections are in the Montgomery Village/Airpark Policy Area of Montgomery County. The congestion standard in the Montgomery Village/Airpark Policy Area is 1,425, per the LATR and TPAR Guidelines. Site traffic impacts must be mitigated in cases where the existing or projected critical lane volume exceeds these standards.

Existing Intersection Critical Lane Volumes

Existing peak hour critical lane volumes were estimated at the 18 off-site study intersections shown on Figure 3-1 and were based on the existing lane usage and traffic control shown on Figure 2-1, the existing vehicular traffic counts shown on Figure 2-2, and M-NCPPC’s critical lane volume intersection capacity analysis procedure. The results are presented in Appendix D and summarized in Table 3-1. Table 3-1 indicates that all of the study intersections currently operate within the congestion standard of 1,425 CLV during the weekday AM and PM peak hours. The highest CLV was observed at the Centerway Road/Goshen Road intersection during both the AM peak hour and the PM peak hour. Planned Road Improvements

Watkins Mill Road Interchange

One (1) major roadway improvement is planned within the site vicinity and was considered in this study. A new full-movement interchange is planned for Watkins Mill Road at Interstate 270, with construction anticipated to begin in summer 2017. Adjustments to existing traffic along Montgomery Village Avenue were made based on a 2002 traffic analysis prepared by the State Highway Administration (SHA). This study included an estimate of the approximate number of vehicles that would be diverted from Montgomery Village Avenue to Watkins Mill Road because of the future planned Watkins

20

FINAL TIA 12/5/201321

Mill Road interchange. Based on this study, approximately 5,700 daily vehicles were estimated to be diverted from Montgomery Village Avenue to alternative roadways connecting to Watkins Mill Road. Incorporating the assumptions from the LATR/TPAR study for Montgomery Village Golf Club – Area 4, the percentage of AM peak hour trips that would be diverted from Montgomery Village Avenue to Watkins Mill Road represents 10 percent of the Average Daily Traffic (ADT), whereas 12.5 percent of the ADT would be diverted during the PM peak hour. These percentages were applied to the 5,700 daily vehicles, resulting in 570 diverted AM peak hour trips and 712 diverted PM peak hour trips. It was assumed that approximately one-half of these trips would be diverted to roadways north of Midcounty Highway, including Apple Ridge Road, Club House Road, and Stedwick Road (which is south of the study area.) Thus, these diverted trips were applied to the study intersections based on their link volumes and turning movement counts. Figure 3-2 shows the estimated diverted trips for the study intersections. Pipeline Developments

The following three (3) pipeline developments (approved or planned and within the area surrounding the site) were identified by M-NCPCC during the scoping process for inclusion in this LATR study:

1. Montgomery Village Market Place 2. Webb Tract 3. Reserve Business Center

The location of each of the pipeline developments is shown on Figure 3-3. The number of peak hour trips that will be generated by the three (3) pipeline projects was based on previously approved studies. As shown in Table 3-2, it is estimated that the pipeline developments would generate a total of 558 AM peak hour trips and 332 PM peak hour trips, upon completion. Peak hour trip assignments for the pipeline developments were based on the distributions and assignments that were assumed in each of the respective developments’ previously approved studies. The resulting traffic assignments are summarized on Figure 3-4.

21

Table3‐1

BloomMontgom

eryVillage

PeakHourIntersectionCLV

Con gestion

Intersection

Standard

AMPM

AMPM

AMPM

1:WatkinsMillRoad/AppleRidgeRoad

1,425

878

1,006

894

1,000

887

999

2:WatkinsMillRoad/StedwickRoad(north)

1,425

809

775

877

831

919

847

3:WatkinsMillRoad/ClubHouseRoad

1,425

662

890

684

959

705

979

4:Mont gom

eryVillageAvenue/WightmanRoad

1,425

1,093

939

1,139

968

1,146

987

5:Mont gom

eryVillageAvenue/ArrowheadRoad

1,425

708

773

710

778

712

786

6:Mont gom

eryVillageAvenue/AppleRidgeRoad

1,425

937

728

947

757

937

760

7:Mont gom

eryVillageAvenue/ClubHouseRoad

1,425

912

759

874

737

914

803

8:Mont gom

eryVillageAvenue/CenterwayRoad

1,425

748

960

691

929

749

1,013

9:GoshenRoad/SnoufferSchoolRoad

1,425

1,003

1,138

1,041

1,170

1,046

1,182

10:GoshenRoad/RothburyDrive

1,425

706

734

706

734

719

777

11:GoshenRoad/StewartownRoad

1,425

728

808

728

808

767

859

12:CenterwayRoad/GoshenRoad

1,425

1,047

1,182

1,131

1,290

1,154

1,319

13:W

atkinsMillRoad/CrestedIrisDrive

1,425

659

791

727

847

769

943

14:M

ont gom

eryVillageAvenue/MeadowcroftLane

1,425

531

482

497

459

540

479

15:M

ont gom

eryVillageAvenue/GreensideTerrace

1,425

536

517

503

494

538

509

16:M

ont gom

eryVillageAvenue/Stew

artownRoad

1,425

618

640

585

617

687

695

17:M

ont gom

eryVillageAvenue/BrassiePlace

1,425

575

522

542

499

610

593

18:Arrow

headRoad/RothburyDrive

1,425

384

519

384

519

389

548

19:StewartownRoad/SiteEntrance(AreaVI)

1,425

n/a

n/a

n/a

n/a

126

138

20:SiteEntrance(AreaV)/StewartownRoad

1,425

n/a

n/a

n/a

n/a

151

180

21:M

ont gom

eryVillageAvenue/SiteEntrance(AreaIII)

1,425

n/a

n/a

n/a

n/a

500

458

22:M

ont gom


1,425

n/a

n/a

n/a

n/a

507

476

23:M

ont gom

eryVillageAvenue/SiteEntrance(AreaVI)

1,425

n/a

n/a

n/a

n/a

567

558

Note:

Num

berindicatesthecriticallanevolumeinvehicles.

TotalFutureConditions

ExistingConditions

BackgroundConditions

Wells+Associates,Inc.

SilverSpring,Maryland

22

Table3‐2

BloomMont gom

eryVillage

PipelineDevelopm

entTripGenerationSummary(1)

LandUse

Code

Size

Units

INOU

TTOTAL

INOU

TTOTAL

1.Montgom

eryVillageMarketPlace

GeneralRetail(1)

M‐NCPPC

8,800

SF8

816

3230

62Diverted‐LinkTripReduction

(2)

25%

00

0(8)

(8)

(16)

TotalM

ontgom

eryVillageMarketplaceTrips

88

1624

2246

2.WebbTract3

NorthDriveway

183

5188

5113

118

SouthDrivew

ay95

92187

55

10TotalW

ebbTractTrips

278

97375

10118

128

3.ReserveBusinessCenter4

Office

M‐NCPPC

40,000

SF52

860

1365

78Warehouse

ITE(150)

160,000

SF84

23107

2060

80TotalReserveBusinessCenter

136

31167

33125

158

TotalNew

PipelineDevelopmentTrips

422

136

558

67265

332

Notes:

(1)Basedonratesorequationsfrom

theM‐NCPPCLATR/TPARGuidelines,January2013unlessnotedotherwise.

(2)BasedonassumptionsusedinthepreviouslyapprovedMontgom

eryVillageMarketPlaceLATRpreparedbyWells+AssociatesdatedJune25,2008.

(3)BasedonassumptionsusedinthepreviouslyapprovedWebbTractTrafficImpactStudypreparedbySTVIncorporateddatedMarch2010.

(4)BasedonassumptionsusedinthepreviouslyapprovedReserveBusinessCenterLATR/PAMRStudypreparedbyITG,Inc.datedDecember28,2012.

AMPeakHour

PMPeakHour

Wells+Associates


23

AR

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2

AR

EA

6

AR

EA

1

AREA

5

AREA

4

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3

9

4

12

8

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5

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O:\P

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Figure 3-1

Existing Study Area



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0/0

0/0

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0/0

0/0

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0/0

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0/0

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26

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0/0

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0/0

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0/0

0/0

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0/0

0/0

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0/0

0/0

0/0

0/0

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0/0

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28

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29

FINAL TIA 12/5/201330

Background Traffic Forecasts The diverted Watkins Mill Road trips shown on Figure 3-2 and the trips generated by the pipeline development shown on Figure 3-4 were added to counts of existing traffic as shown on Figure 2-2 to yield the future background traffic volumes shown on Figure 3-5.

Background Future Intersection Critical Lane Volumes Future peak hour critical lane volumes, without the Project, were estimated at the study intersections in the study area shown on Figure 3-1 and were based on the existing lane usage and traffic control shown on Figure 2-1, the background traffic forecasts shown on Figure 3-5, and the CLV intersection capacity analysis procedure, in accordance with M-NCPPC guidelines. The results are summarized in Table 3-1 and presented in Appendix E. Table 3-1 indicates that all intersections in the study area would continue to operate at a CLV of less than 1,425 during both the AM and PM peak hours. Similar to existing conditions, the maximum CLV’s would be anticipated at the Centerway Road/Goshen Road intersection during both the AM and PM peak hours. Proposed Road Improvements

Stewartown Road Extension

As part of the site development, new road connections to public streets will be constructed, providing alternative travel routes. Specifically, Stewartown Road, that is currently aligned in an east-west direction between Goshen Road and Montgomery Village Avenue, would be extended west from Montgomery Village Avenue and intersect with Watkins Mill Road at Crested Iris Drive. The Montgomery Village Master Plan states that Stewartown Road from Watkins Mill Road to Montgomery Village Avenue would be classified as a two-lane, minor arterial with a 56-foot minimum right-of-way. Adjustments to existing traffic were assessed for turning movements along Montgomery Village Avenue at the intersections of Apple Ridge Road, Stewartown Road, and Club House Road. A portion of existing southbound left turns, northbound right turns, or westbound left or right turns at the Montgomery Village Avenue/Stewartown Road intersection were diverted to the future intersection of Stewartown Road with Watkins Mill Road/Crested Iris Drive. In addition, a portion of existing northbound left turns at the Montgomery Village Avenue/Club House Road intersection and southbound right turns at the Montgomery Village Avenue/Apple Ridge Road intersection were diverted to the Montgomery Village Avenue/Stewartown Road intersection. Figure 3-6 shows the estimated diverted trips for the study intersections.

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34

FINAL TIA 12/5/201335

Site Trip Generation

As previously mentioned, the site redevelopment would be divided into six (6) distinct development areas that will be built in phases. Each development area has a unique development program, proximity to specific roadways, and proposed points of access. The vehicle trips expected to be generated by the Bloom Montgomery Village site were estimated based on LATR trip generation rates. The Project would include a total of up to 456 townhouses and 32 single-family detached units. As shown in Table 3-3, this development would generate 250 (46 in and 204 out) AM peak hour trips, and 414 (276 in and 138 out) PM peak hour trips, upon completion of all six (6) development areas. Trip Distribution

The distribution of peak hour trips generated by the proposed uses of the Project was determined based on the Trip Distribution and Traffic Assignment Guidelines published in the LATR and TPAR Guidelines. Unique distributions were established for each of the six (6) development areas based on the proposed points of access (including the extension of Stewartown Road) as well as proximity to specific roadways. The following directions of approach for each of the development areas were calculated:

Development Area

West on Wightman

Road

East on Snouffer School Road

South on Montgomery Village Ave

North on

Watkins Mill

Road

South on

Watkins Mill

Road

North on

Goshen Road

South on

Goshen Road

TOTAL

Area 1 2% 10% 66% 4% 6% 1% 11% 100%

Area 2 2% 10% 49% 4% 24% 1% 10% 100%

Area 3 3% 11% 49% 3% 13% 5% 16% 100%

Area 4 3% 11% 49% 3% 13% 5% 16% 100%

Area 5 3% 11% 46% 2% 11% 5% 22% 100%

Area 6 3% 11% 47% 3% 12% 5% 19% 100%

Site Access Improvements

The following improvements are planned at each of the site entrances and future road connections:

1. Watkins Mill Road/Crested Iris Drive/Stewartown Road Construct a separate southbound left turn lane on Watkins Mill Road,

removing the existing median island. Stripe crosswalks along each of the four legs of the intersection.

35

FINAL TIA 12/5/201336

Provide single lanes for inbound and outbound traffic on the east leg of Stewartown Road.

2. Montgomery Village Avenue/Meadowcroft Lane/Area 4 Site Entrance Construct a separate southbound left turn lane on Montgomery Village

Avenue using space in the existing median. Provide single lanes for inbound and outbound traffic.

3. Montgomery Village Avenue/Area 3 Site Right-In/Right-Out Entrance (North)

Provide single lanes for inbound and outbound traffic.

4. Montgomery Village Avenue/Area 3 Site Right-In/Right-Out Entrance (South) Provide single lanes for inbound and outbound traffic.

5. Montgomery Village Avenue/Area 4 Site Right-In/Right-Out Entrance


6. Montgomery Village Avenue/Stewartown Road Construct a separate northbound left turn lane on Montgomery Village

Avenue by removing a portion of the existing median. Provide single lanes for inbound and outbound traffic on the west leg of

Stewartown Road.

7. Montgomery Village Avenue/Area 6 Site Right-In/Right-Out Entrance Provide single lanes for inbound and outbound traffic.

8. Montgomery Village Avenue/Brassie Place/Area 1 Site Entrance

Provide single lanes for inbound and outbound traffic. Retain existing northbound left turn lane.

9. Arrowhead Road/Rothbury Drive/Site Entrance

Provide single lanes for inbound and outbound traffic. A separate northbound left turn lane is not proposed on Arrowhead Road

since it would require the elimination of curbside parking and would serve few vehicles.

10. Stewartown Road/Area 5 Site Entrance

Provide single lanes for inbound and outbound traffic. Separate westbound right turn lane or eastbound left turn lane are not

proposed due to the low number of peak hour vehicles turning from either direction.

11. Stewartown Road/Area 6 Site Entrance


36

FINAL TIA 12/5/201337

Separate eastbound right turn lane or westbound left turn lane are not proposed due to the low number of peak hour vehicles turning from either direction.

The future study area is shown on Figure 3-7 and the future lane use is shown on Figure 3-8. Total Future Traffic Forecasts

The trips generated by the proposed 456 townhouses and 32 single-family detached units (separated into the six development areas) were assigned to the public road network according to the directional distribution of each development area described above to and from the points of access for each respective site. The future study area depicting the public road network and future site access points is shown on Figure 3-7. The combined site-generated trip assignments with each of the development areas are shown on Figure 3-9. The diverted trips from the Stewartown Road extension shown on Figure 3-6 and the proposed site trips shown on Figure 3-9 were added to the background traffic volumes shown on Figure 3-5 to yield the total future traffic forecasts shown on Figure 3-10. Total Future Intersection Critical Lane Volumes

Future peak hour critical lane volumes, with the completed Project, were estimated at the study intersections and site driveways in the future study area shown on Figure 3-7 and were based on the future lane usage and traffic control shown on Figure 3-8, the total future traffic forecasts shown on Figure 3-10, and the CLV intersection capacity analysis procedure, in accordance with M-NCPPC guidelines. The results are summarized in Table 3-1 and presented in Appendix F. The results of the total future analyses indicate that all of the intersections in the study area would continue to operate at a CLV of less than 1,425 during both the AM and PM peak hours, without further improvements. The highest CLV would be anticipated at the Centerway Road/Goshen Road during the AM peak hour (CLV of 1,154) and the PM peak hour (CLV of 1,319). In addition, each of the site driveways would operate within acceptable standards during the AM and PM peak hours with the full development of the site. A separate southbound left-turn lane is proposed for Montgomery Village Avenue at the intersection with Meadowcroft Lane for the site access to development Area 4 of the site.

37

Table3‐3

BloomMontgom

eryVillage

SiteTripGeneration(1)

LandUse

Amoun t

Unit

InOut

Total

InOut

Total

Area1 Townhouses

120

DU10

48

58

67

33

100

Area2 Single‐Fam

ilyDetached

13DU

3

9

12

9

5

14

Townhouses

52DU

4

21

25

29

14

43

Subtotal

65DU

730

3738

1957

Area3 Single‐Fam

ilyDetached

19DU

5

13

18

13

8

21

Townhouses

24DU

2

10

12

13

7

20

Subtotal

43DU

723

3026

1541

Area4 Townhouses

94DU

8

37

45

52

26

78

Area5 Townhouses

85DU

7

34

41

48

23

71

Area6 Townhouses

81DU

7

32

39

45

22

67

TownhouseTotal

456

DU38

182

220

254

125

379

Sin gle‐Fam

ilyDetachedTotal

32DU

822

3022

1335

TotalFutureSiteTrips

488

DU

46204

250

276

138

414

Note:(1)TripGenerationRatesbasedonJanuary2013LATRGuidelines.

AMPeakHour

PMPeakHour Wells+Associates


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45

FINAL TIA 12/5/201346

SECTION 4 PEDESTRIAN AND BICYCLE IMPACT STATEMENT

This pedestrian statement discusses the safe and efficient pedestrian access and circulation to and within the site as well as identifying bus service in the site vicinity. Figure 4-1 shows the sidewalk network, accessible ramps, marked crosswalks, pedestrian equipment at signalized intersections, and RideOn bus stops within the study area. An inventory of pedestrian, bicycle, and transit facilities is discussed below. Sidewalks

Sidewalks are provided along various streets in the study area. Along Watkins Mill Road, a sidewalk is provided along both the east and west sides of the street through the study area. For a portion of the west side of Watkins Mill Road that extends from Millstream Drive to Club Lake Road, a shared-use path is provided. Along Montgomery Village Avenue, a sidewalk is provided along both the east and west sides of the street through the study area. North of Wightman Road, a sidewalk is provided along the west side of Pleasant Ridge Drive, but absent along the east side of the street. Along Goshen Road, a sidewalk is sporadically provided and generally absent. However, a sidewalk is present along the west side of the roadway between Centerway Road and Farmingham Drive as well as the west side of the roadway from Rothbury Drive to Wightman Road. North of Wightman Road, a sidewalk is provided along the east side of Goshen Road. Along Wightman Road and Snouffer School Road, a sidewalk is provided along the north side of the roadway within the study area, but is absent on the south side of the street. On Arrowhead Road, a sidewalk is provided along the east side of the street, but is absent along the west side. A sidewalk is provided on both sides of Rothbury Drive, but is absent for a portion of the south side that is between Arrowhead Road and Spur Hill Drive. Along Apple Ridge Road, sidewalks are generally provided along both sides of the roadway through the study area, although a sidewalk is absent on the south side of the street immediately west of the intersection with Montgomery Village Avenue. On Stewartown Road, sidewalks are currently provided on the south side of the roadway within the study area. On Centerway Road, a sidewalk is provided along the north side of the roadway within the study area, and along the south side of the roadway from Montgomery Village Avenue to Club House Road. Pedestrian Crossings

Pedestrian crossing distances and signal timings at each of the signalized intersections were reviewed to determine if sufficient timing is provided for a pedestrian to cross the respective road at a walking speed of 3.5 feet per second. Traffic signal timing plans were obtained from Montgomery County Department of Transportation (MCDOT).

46

FINAL TIA 12/5/201347

The crossing times were reviewed for the “walk” and “flashing don’t walk” indicators. The “don’t walk” indicator illuminates when the respective green cycle changes to amber. The pedestrian then has the amber and all-red phase of the cycle to complete the crossing (approximately an additional five (5) to seven (7) seconds.) Of the 18 off-site study intersections, ten (10) are signalized and provide for signalized pedestrian crossings. Evaluations of the pedestrian crossing times at the signalized study intersections were conducted based on the existing intersection geometry and traffic signal timing information provided by the MCDOT. Table 4-1 presents a summary of the crossing distances for each leg of the study intersections as well as the required crossing times and the provisions of crossing time for those legs. A detailed summary of the pedestrian crossings for each intersection is provided in the following paragraphs. Watkins Mill Road/Apple Ridge Road. Pedestrian crossings are provided at the north, south, east, and west legs of this intersection. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is provided for each leg of the intersection. The crosswalk markings along each leg are faded. Pedestrian cross push buttons are provided where signal heads are provided. There are ADA ramps on every corner for this intersection. Watkins Mill Road/Club House Road. Pedestrian crossings are provided at the north and east legs of this intersection. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is provided for each leg of the intersection. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are present on each corner of the intersection, except for the southwest corner. Montgomery Village Avenue/Wightman Road. Crosswalks between channelized islands and the northeast, southeast, southwest, and northwest corners of the intersection are provided, but not controlled by pedestrian signals. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is available for pedestrians to cross within the crosswalk of the eastern leg that is between the channelized islands in the northeast and southeast corners of the intersection. Adequate “Flashing Don’t Walk” time is also available for pedestrians to cross within the crosswalk of the western leg of the intersection that is between the channelized islands in the northwest and southwest corners of the intersection. The “Flashing Don’t Walk” time that is provided for the north and south legs of the intersection is inadequate for crossing. All crosswalk markings are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are provided on all corners of the intersection, including those for each of the channelized islands as well as for the median within the south leg of the intersection. Montgomery Village Avenue/Arrowhead Road. Pedestrian crossings are provided at the north and east legs of this intersection. However, a pedestrian indication is only provided for the north leg of the intersection. The traffic signal timings indicate that the “Flashing Don’t Walk” time that is provided for the north leg of the intersection is inadequate for crossing. The crosswalk markings along each leg are visible. Pedestrian cross push buttons

47

FINAL TIA 12/5/201348

are provided where signal heads are provided. ADA ramps are provided on all corners of the intersection. Montgomery Village Avenue/Apple Ridge Road. Pedestrian crossings are provided at the north, south, east, and west legs of this intersection. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is provided for the east and west legs of the intersection, but that the “Flashing Don’t Walk” time provided for the north and south legs of the intersection is inadequate. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are provided on all corners of the intersection. Montgomery Village Avenue/Club House Road. Pedestrian crossings are provided at the north, south, east, and west legs of this intersection. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is provided for the east and west legs of the intersection, but that the “Flashing Don’t Walk” time provided for the north and south legs of the intersection is inadequate. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are provided on all the corners of the intersection. Montgomery Village Avenue/Centerway Road. Pedestrian crossings are provided at the north, south, east, and west legs of this intersection. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is provided for all legs of the intersection. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are provided on each corner of the intersection as well as on the median within the south leg of the intersection. Goshen Road/Snouffer School Road. Pedestrian crossings are provided at the north and west legs of this intersection. The traffic signal timings indicate that the “Flashing Don’t Walk” time that is provided for the north leg of the intersection is inadequate for crossing. The “Flashing Don’t Walk” time that is provided for the west leg of the intersection is adequate for crossing. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are present on all corners of the intersection except for the southeast corner. Goshen Road/Rothbury Drive. Pedestrian crossings are provided at the north and west legs of this intersection. The traffic signal timings indicate that the “Flashing Don’t Walk” time that is provided for the west leg of the intersection is inadequate for crossing. The “Flashing Don’t Walk” time that is provided for the north leg of the intersection is adequate for crossing. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are present on all corners of the intersection except for the southeast corner. The ramp in the northeast corner of the intersection does not connect with any sidewalk. Centerway Road/Goshen Road. Pedestrian crossings are provided at the north, south, east, and west legs of this intersection. The traffic signal timings indicate that adequate “Flashing Don’t Walk” time is provided for all legs of the intersection, except for the south

48

FINAL TIA 12/5/201349

leg of the intersection which has inadequate crossing time. The crosswalk markings along each leg are visible. Pedestrian cross push buttons are provided where signal heads are provided. ADA ramps are located on all the corners of the intersection. The ramp on the southwest corner of the intersection does not connect to additional sidewalk. These results indicate that, for some legs at several of the study intersections, the pedestrian crossing times are not adequate when only considering the “flashing don’t walk” times. The legs that are identified as inadequate would require further review by MCDOT to determine if additional crossing time can or should be added. Bicycle Facilities

Portions of Watkins Mill Road—including to the north of Apple Ridge Road between Millstream Drive and Club Lake Road—presently have shared-use paths. A shared-use path also exists along Montgomery Village Avenue south of the intersection with Centerway Road. Per the Montgomery Village Master Plan, additional shared-use paths, bike lanes, and separated bike lanes are proposed for various roads through the study area. Apple Ridge Road is planned for the striping of on-street bike lanes from Watkins Mill Road to Montgomery Village Avenue. Watkins Mill Road from Apple Ridge Road to the future extension of Midcounty Highway is planned to include the construction of a shared-use path and designation as a signed shared roadway. Goshen Road from Warfield Road to Odendhal Avenue is planned for the construction of a shared-use path as well as the striping of on-street bike lanes. The existing shared-use path on the east side of Montgomery Village Avenue would be extended northward to Wightman Road. With the extension of Stewartown Road from Montgomery Village Avenue to Watkins Mill Road, the construction of a shared-use path from Watkins Mill Road to Goshen Road is planned for the south side of the street. Shared-use paths are also planned for Centerway Road from Goshen Road to Montgomery Village Avenue as well as for Wightman Road from Goshen Road to Brink Road. Transit Facilities

The Project is served by RideOn routes 58, 59, 60, 64, and 65, with stops along Montgomery Village Avenue, Club House Road, Apple Ridge Road, Arrowhead Road, Rothbury Drive, Wightman Road, Centerway Road, Watkins Mill Road, and Goshen Road. Route 58 connects passengers to the Shady Grove Metrorail station on the Red Line. Specifically, route 58 operates between Shady Grove station and Lakeforest Mall, with service provided Monday through Friday from 4:45 AM to 10:31 PM. Saturday and Sunday service is also provided from 6:40 AM to 9:08 PM and from 7:10 AM to 7:58 PM, respectively.

49

FINAL TIA 12/5/201350

Route 59 connects passengers from the Montgomery Village Center to Rockville Metrorail station on the Red Line, via a stop at the Shady Grove Metrorail station. Service is provided Monday through Friday from 4:49 AM to 1:40 AM. Saturday and Sunday service is also provided from 5:17 AM to 1:20 AM. Route 60 connects passengers from the Montgomery Village Center to the Shady Grove Metrorail station. Service is provided Monday through Friday from 5:15 AM to 9:12 AM towards Shady Grove, and from 3:35 PM to 7:59 PM towards Montgomery Village. Route 64 connects passengers from the Montgomery Village Center to the Shady Grove Metrorail station. Service is provided Monday through Friday from 4:50 AM to 10:44 PM. Saturday and Sunday service is also provided from 6:45 AM to 9:49 PM and from 6:55 AM to 9:02 PM, respectively. Route 65 connects passengers from the Montgomery Village Center to the Shady Grove Metrorail station. Service is provided Monday through Friday from 5:55 AM to 9:19 AM towards Shady Grove, and from 4:15 PM to 7:44 PM towards Montgomery Village. Information regarding each bus route is provided in Appendix G. Street Light Inventory

An inventory of existing streetlights was conducted in the study area. Street lights are provided at each of the study intersections and at other intersections within the study area.

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52

Table4‐1

BloomMontgomeryVillageExistingPedestrianPhasing(1)

Pedestrian Legof n Distanceof Timeneededfor ClearanceTime NetCrossing Flashing‐ Adequatetimeprovided Adequatetimeprovided

Crossing Intersection PedestrianCrossing* 3.5feet/sec Reduction TimeRequired2 Walk don’twalk TotalWalkTime3 atrateof3.5ft/sec? atrateof3.5ft/sec?

(feet) (seconds) (seconds) (seconds) (seconds) (seconds) WithrespecttoWalk+FlashDon'tWalk

WithrespecttoFlashDon'tWalk

1:WatkinsMillRoad/AppleRidgeRoad

AcrossWatkinsMillRoad North 50 14.0 4.5 9.5 7 10 17 Yes Yes

AcrossWatkinsMillRoad South 50 14.0 4.5 9.5 7 10 17 Yes Yes

AcrossAppleRidgeRoad East 45 13.0 5 8.0 7 10 17 Yes Yes

AcrossAppleRidgeRoad West 45 13.0 5 8.0 7 10 17 Yes Yes

3:WatkinsMillRoad/ClubHouseRoad

AcrossWatkinsMillRoad North 50 14.0 6 8.0 7 15 22 Yes Yes

AcrossWatkinsMillRoad South4

AcrossClubHouseRoad East 55 16.0 6 10.0 7 15 22 Yes Yes

4:MontgomeryVillageAvenue/WightmanRoad

AcrossPleasantRidgeDrive North 80 23.0 5 18.0 7 16 23 Yes No

AcrossMontgomeryVillageAvenue South 85 24.0 5 19.0 7 16 23 Yes No

AcrossWightmanRoad East 55 16.0 5 11.0 7 11 18 Yes Yes

AcrossWightmanRoad West 55 16.0 5 11.0 7 11 18 Yes Yes

5:MontgomeryVillageAvenue/ArrowheadRoad

AcrossMontgomeryVillageAvenue North 90 26.0 5 21.0 8 16 24 Yes No

AcrossMontgomeryVillageAvenue South4

AcrossArrowheadRoad East4 60

AcrossShadowOakDrive West4

6:MontgomeryVillageAvenue/AppleRidgeRoad



AcrossHobHillWay East 40 11.0 5.5 5.5 7 20 27 Yes Yes

AcrossAppleRidgeRoad West 60 17.0 5.5 11.5 7 20 27 Yes Yes

7:MontgomeryVillageAvenue/ClubHouseRoad



AcrossClubHouseRoad East 65 19.0 5 14.0 7 16 23 Yes Yes

AcrossClubHouseRoad West 65 19.0 5 14.0 7 16 23 Yes Yes

8:MontgomeryVillageAvenue/CenterwayRoad

AcrossMontgomeryVillageAvenue North 95 27.0 6.5 20.5 7 23 30 Yes Yes

AcrossMontgomeryVillageAvenue South 90 26.0 6.5 19.5 7 23 30 Yes Yes

AcrossCenterwayRoad East 70 20.0 6.5 13.5 7 18 25 Yes Yes

AcrossCenterwayRoad West 75 21.0 6.5 14.5 7 18 25 Yes Yes

9:GoshenRoad/SnoufferSchoolRoad

AcrossGoshenRoad North 90 26.0 5 21.0 7 16 23 Yes No

AcrossGoshenRoad South4

AcrossSnoufferSchoolRoad East4

AcrossWightmanRoad West 45 13.0 6 7.0 7 9 16 Yes Yes

10:GoshenRoad/RothburyDrive

AcrossGoshenRoad North 40 11.0 5 6.0 5 12 17 Yes Yes

AcrossGoshenRoad South4

AcrossGreenRunWay East4

AcrossRothburyDrive West 65 19.0 5 14.0 5 12 17 Yes No

12:CenterwayRoad/GoshenRoad

AcrossGoshenRoad North 60 17.0 5 12.0 7 12 19 Yes Yes

AcrossGoshenRoad South 65 19.0 5 14.0 7 12 19 Yes No

AcrossCenterwayRoad East 65 19.0 5 14.0 7 23 30 Yes YesAcrossCenterwayRoad West 85 24.0 5 19.0 7 23 30 Yes Yes

Notes:(1)BasedonexistingsingletimingsobtainedfromMontgomeryCountyDOTorfieldobservations.(2)NetCrossingTimeRequired=Timeneededfor3.5feet/sec‐ClearanceTimeReduction(3)TotalWalkTime=Walk+FlashDoNotWalkTime(4)NopedestriantiminginthedataprovidedbyMontgomeryCountyDOT*Distancefromcurbtofaredgeoftraveledlane

Wells+Associates,Inc.SilverSpring,Maryland

53

FINAL TIA 12/5/201354

SECTION 5 TRANSPORTATION POLICY AREA REVIEW (TPAR) Overview This section presents an area-wide transportation test, a Transportation Policy Area Review (TPAR). TPAR evaluates the transit adequacy of a policy area through coverage, peak headway, and span of service and roadway adequacy based on vehicle miles traveled through a comparison of free-flow speed versus forecasted travel speed over a 10-year period. TPAR is evaluated for each development proposal based on the development’s policy area and the type of development proposed. The TPAR requirements for adequate public facilities under the Subdivision Staging Policy will be satisfied by making TPAR payments if any are required under the current 2012-2016 Subdivision Staging Policy. Required Mitigation (TPAR Payment) The Project is located within the Montgomery Village/Airpark Policy Area of Montgomery County. If developed today, sites located within the Montgomery Village/Airpark Policy Area are required to pay the transportation impact tax that equals 25 percent of the Department of Permitting Service’s development impact tax, per the LATR/TPAR Guidelines. If required, this payment is due at the time of building permit. Since this area is adequate for the roadway test but inadequate for the transit test, the Project would be required to contribute a TPAR mitigation payment equal to 25 percent of the transportation impact tax.

54

FINAL TIA 12/5/201355

SECTION 6 CONCLUSIONS

The conclusions of this LATR and TPAR study are as follows:

1. The site is planned to be developed with a total of 456 residential townhouses and 32 single-family detached units divided into six (6) development areas that are located within the Montgomery Village/Airpark Policy Area. Regional access is provided by Frederick Avenue (MD 355) and Interstate 270 and local access provided by Montgomery Village Avenue, Watkins Mill Road, Rothbury Drive via Goshen Road, and the extended Stewartown Road.

2. All of the study area intersections currently operate within the acceptable

congestion standard of 1,425 CLV during the weekday AM and PM peak hours.

3. Three (3) pipeline development projects within the vicinity would generate 558 AM peak hour trips and 332 PM peak hour trips, upon completion.

4. Under future conditions without the Project, with the pipeline developments, and

with diverted trips resulting from the construction of the Watkins Mill Road interchange at Interstate 270, all intersections in the study area would continue to operate at acceptable CLVs (below 1,425), during both the AM and PM peak hours.

5. The redevelopment of the site consisting of 456 townhouses and 32 single-family

detached units would generate 250 AM peak hour trips and 414 PM peak hour trips upon completion.

6. The results of the total future analyses that include pipeline development, diverted

trips resulting from the planned Watkins Mill Road interchange at I-270, diverted trips resulting from the extension of Stewartown Road, and the new site-generated trips indicate that all intersections in the study area would continue to operate at acceptable CLVs during both the AM and PM peak hours, without the need for additional improvements. Each of the site entrances would also operate at acceptable CLVs.

7. A review of the pedestrian crossing times indicates that, for some legs at several of the study intersections, the pedestrian crossing times are not adequate when considering the “flashing don’t walk” times. The legs that are identified as inadequate would require further review by MCDOT to determine if additional crossing time can or should be added.

8. The Project is located within the Montgomery Village/Airpark Policy Area of

Montgomery County. If developed today, sites located in this Policy Area are required to pay the transportation impact tax that equals 25 percent of the Department of Permitting Service’s development impact tax. If required, this payment is due at the time of building permit.

55

FINAL TIA 12/5/201356

S:\Projects\6834 Bloom Montgomery Village\Documents\Reports\Bloom Montgomery Village LATR Draft 11.29.2016.docx

56

AppendixA

ScopingDocument

March 12, 2015 Version

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

Local Area Transportation Review / Transportation Policy Area Review

TRAFFIC STUDY SCOPE OF WORK AGREEMENT

Contact Information

Transportation Consultant (company, contact, email, and phone number)

Wells + Associates, Inc. Michael Workosky, PTP, TOPS, TSOS [email protected] 703-676-3603

Name of Applicant / Developer

Monument Realty

Project Information Include Tables/Graphics, As Needed

Project Name (include plan no. if known) Bloom Montgomery Village

Project Location (include address if known)

Former site of Montgomery Village Golf Club

Policy Area(s) (subdivision staging policy map) Montgomery Village/Airpark

Master Plan / Sector Plan Area(s)

Montgomery Village Master Plan

Application Type(s) Preliminary Plan Site Plan Sketch Plan Amendment

Conditional Use (formerly special exception)

Local Map Amendment X Other: Concept Plan

Project Description & Previous Approvals

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

Proposed residential uses - Total of 459 single-family residential dwelling units: 28 single-family detached and 431 townhouses The site is situated on the former Montgomery Village Golf Club, which closed in 2014, and encompasses an area of 147 acres. The Master Plan explicitly recommends that the former golf course be redeveloped for residential uses. Specifically, the Plan recommends that Townhouse Low Density (TLD) and Commercial-Residential Neighborhood (CRN) Zones—in particular, CRN-0.5, C-0.0, R-0.5, H-65—be the designated zones for the site. A portion of the site is recommended for dedication to publicly accessible open space. The site would be divided into six development areas, which are generally delineated by the existing roadway network and the Pepco-Exelon transmission line.

A-1

2 March 12, 2015 Version

Site Access

(proposed access location(s), existing/adjacent/opposite curb cuts, interparcel connections, access configurations and restrictions, internal circulation, private roads, parking/loading areas, other relevant info)

Vehicular access to the development would be generally provided via Montgomery Village Avenue, Watkins Mill Road, Goshen Road, and Stewartown Road (extended).

Transportation Analysis Requirement (refer to pages 4 and 6 in the Jan. 2013 LATR Guidelines; staff can provide additional guidance and support)

X Traffic Study Generates 30 or more total weekday peak hour trips (no reductions other than a credit for existing developments over 12 years old) AND outside of White Flint Policy Area. Fill out remainder of this form, sign last page, and include in traffic study appendix.

Traffic Study Exemption Statement Generates 29 or fewer total weekday peak hour trips (no reductions other than a credit for existing developments over 12 years old) OR within White Flint Policy Area. Fill out PAR and trip generation sections below, sign last page, and include with statement.

Policy Area Review (PAR) (refer to pages 27 - 31 of the Jan. 2013 LATR Guidelines)

X TPAR (1/1/13 - Present) 0, 25, 50%: 25%

PAMR (11/15/07 - 12/31/12) 0-50%: ________

Exempt (no SF increase or fewer than 3 new trips)

No PAR (7/1/03 – 11/14/07) PATR (before 6/30/03)

Transportation Mitigation Agreement (TMAg) Required?

X No

Yes (25+ Employees and in TMD)

Amend Existing TMAg

Transportation Management District (TMD)?

X No Yes TMD Name:

Traffic Impact Study Assumptions Include Tables/Graphics, As Needed

Study Years / Phases Existing Year: 2016 Phases / Build-out Year(s): To be built in development phases

Study Periods X AM X PM Mid-day Saturday Sunday Other: ____________

Study Intersections & CLV Thresholds (list all signalized & significant unsignalized intersections, and site driveways with corresponding CLV thresholds; traffic counts must be collected within 12-months of completed DARC application)

# of tiers of intersections to study (refer to page 7 of Jan. 2013 LATR): Two (2) For the purpose of determining the number of tiers of study intersections, trip calculation for the subject site should also include nearby unbuilt properties in common ownership. No trip reductions should be taken in this calculation other than a credit for existing developments over 12 years old.

1) Watkins Mill Road/Apple Ridge Road 7) Montgomery Village Avenue/Club House Road

2) Watkins Mill Road/Stedwick Road 8) Montgomery Village Avenue/Centerway Road

3) Watkins Mill Road/Club House Road 9) Goshen Road/Wightman Road/Snouffer School Road

4) Montgomery Village Avenue/Wightman Road

10) Goshen Road/Rothbury Drive/Green Run Way

5) Montgomery Village Avenue/Shadow Oak Drive/Arrowhead Road 11) Goshen Road/Stewartown Road

A-2


6) Montgomery Village Avenue/Apple Ridge Road

12) Goshen Road/Centerway Road 13) Watkins Mill Road/Crested Iris Drive 14) Montgomery Village Avenue/Meadowcroft Lane 15) Montgomery Village Avenue/Greenside Terrace 16) Montgomery Village Avenue/Stewartown Road 17) Montgomery Village Avenue/Brassie Place/Golf Course Driveway 18) Arrowhead Road/Rothbury Drive 19) Stewartown Road/Future Site Entrance (See attached figure for the locations of each intersection)

Trip Generation (clearly cite sources and methodology, include trip gen for existing site, current approvals, proposed uses, and net changes)

See attached for detailed trip generation calculations: AM Peak Hour PM Peak Hour In Out Total In Out Total Total Proposed Trips 42 192 234 260 129 389

Reductions / Mode Split (include justification and supporting documentation for internal capture, pass-by, diverted, transit, TDM)

No reductions assumed.

Trip Distribution % (show percentage distribution throughout study area, refer to Appendix 4 of the Jan. 2013 LATR Guidelines for additional information on distributions)

Overall Distribution of Development* To/From: West on Wightman Road – 3% East on Snouffer School Road – 10% South on Montgomery Village Avenue – 52% North on Watkins Mill Road – 3% South on Watkins Mill Road – 13% North on Goshen Road – 3% South on Goshen Road – 16% *Site trip distributions for each of the six development areas will be provided in the LATR study.

A-3


Pipeline Developments to be considered as background traffic

(include name, plan #, land uses, and sizes for approved but unbuilt developments or concurrently pending applications; info can be obtained from the M-NCPPC Pipeline website; background growth rate, if applicable)

Montgomery Village Marketplace (8,800 SF of retail space) Webb Tract Reserve Business Center (40,000 SF office; 160,000 SF warehouse)

Pipeline Transportation Projects to be considered as background condition

(funded County CIP, State CTP, developer projects, etc.)

Watkins Mill Road interchange with I-270 New road connections to public streets will be built as a part of the site redevelopment, including Stewartown Road extended as a two-lane section between Montgomery Village Avenue and Watkins Mill Road. Redistributions of traffic to account for the Watkins Mill Road interchange and Stewartown Road extension will be provided in the LATR study.

Additional Analysis or Software Required

Queuing Analysis Signal Warrant Analysis Weaving/Merge Analysis

Accident Analysis Synchro SIDRA

VISSIM CORSIM Other _____________

M-NCPPC Clarifications

Traffic study will comply with all other requirements of the LATR & TPAR Guidelines not listed on this form. If physical improvements are proposed as mitigation, the traffic 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 traffic 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 traffic study review fee has been paid will be provided to M-NCPPC DARC

at the time the development application is submitted.

A PDF copy of the traffic study and appendices will be provided.

Additional Assumptions / Special Circumstances for Discussion A pedestrian statement section of the LATR study will be prepared to discuss pedestrian infrastructure and inventory, including sidewalks, pedestrian signal heads, ADA ramps, bus stops, and the presence of street lights throughout the existing road network.

A-4

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A-6

Table 1


Site Trip Generation (1)

Land Use Amount Unit ADT

In Out Total In Out Total Total

Area 1

Townhouses 120 DU 10 48 58 67 33 100 754

Area 2

Single-Family Detached 11 DU 3 7 10 8 4 12 138

Townhouses 49 DU 4 20 24 27 14 41 346

Subtotal 60 DU 7 27 34 35 18 53 484

Area 3

Single-Family Detached 17 DU 4 12 16 12 7 19 206

Townhouses 22 DU 2 9 11 12 6 18 172

Subtotal 39 DU 6 21 27 24 13 37 378

Area 4

Townhouses 86 DU 7 34 41 48 23 71 564

Area 5

Townhouses 87 DU 7 35 42 48 24 72 570

Area 6

Townhouses 67 DU 5 27 32 38 18 56 454

Townhouse Total 431 DU 35 173 208 240 118 358 2,860

Single-Family Detached Total 28 DU 7 19 26 20 11 31 344

Total Future Site Trips 459 DU 42 192 234 260 129 389 3,204

Note:

AM Peak Hour PM Peak Hour

(1) Trip Generation Rates based on January 2013 LATR Guidelines.

Wells + Associates, Inc.

McLean, Virginia

A-7

AppendixB

VehicleCountData

Existing Traffic Count

PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Rothbury RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: 0INTERSECTION: Arrowhead Rd. & Rothbury Rd. WEATHER: clear WESTBOUND ROAD: Arrowhead RoadLOCATION: Montgomery Co.,MD COUNTED BY: Muhamed EASTBOUND ROAD: Arrowhead Road

INPUTED BY: aganTurning Movements

Time North East Total PHF TimePeriod 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

AM6:30-6:45 14 0 1 15 20 11 0 31 0 0 0 0 0 7 10 17 15 48 63 6:30-6:456:45-7:00 19 0 3 22 17 31 0 48 0 0 0 0 0 3 13 16 22 64 86 6:45-7:007:00-7:15 24 0 1 25 17 23 0 40 0 0 0 0 0 6 18 24 25 64 89 7:00-7:157:15-7:30 18 0 8 26 9 33 0 42 0 0 0 0 0 10 15 25 26 67 93 7:15-7:307:30-7:45 25 0 2 27 14 36 0 50 0 0 0 0 0 19 22 41 27 91 118 7:30-7:457:45-8:00 29 0 3 32 16 25 0 41 0 0 0 0 0 10 17 27 32 68 100 7:45-8:008:00-8:15 29 0 7 36 19 19 0 38 0 0 0 0 0 11 30 41 36 79 115 8:00-8:158:15-8:30 33 0 6 39 13 14 0 27 0 0 0 0 0 9 25 34 39 61 100 8:15-8:308:30-8:45 31 0 8 39 21 22 0 43 0 0 0 0 0 6 17 23 39 66 105 8:30-8:458:45-9:00 22 0 3 25 10 21 0 31 0 0 0 0 0 7 20 27 25 58 83 8:45-9:009:00-9:15 23 0 2 25 10 12 0 22 0 0 0 0 0 9 18 27 25 49 74 9:00-9:159:15-9:30 20 0 5 25 4 15 0 19 0 0 0 0 0 17 22 39 25 58 83 9:15-9:30

3 HourTotals 287 0 49 336 170 262 0 432 0 0 0 0 0 114 227 341 336 773 1,1091 HourTotals

6:30-7:30 75 0 13 88 63 98 0 161 0 0 0 0 0 26 56 82 88 243 331 0.89 6:30-7:306:45-7:45 86 0 14 100 57 123 0 180 0 0 0 0 0 38 68 106 100 286 386 0.82 6:45-7:457:00-8:00 96 0 14 110 56 117 0 173 0 0 0 0 0 45 72 117 110 290 400 0.85 7:00-8:007:15-8:15 101 0 20 121 58 113 0 171 0 0 0 0 0 50 84 134 121 305 426 0.90 7:15-8:157:30-8:30 116 0 18 134 62 94 0 156 0 0 0 0 0 49 94 143 134 299 433 0.92 7:30-8:307:45-8:45 122 0 24 146 69 80 0 149 0 0 0 0 0 36 89 125 146 274 420 0.91 7:45-8:458:00-9:00 115 0 24 139 63 76 0 139 0 0 0 0 0 33 92 125 139 264 403 0.88 8:00-9:008:15-9:15 109 0 19 128 54 69 0 123 0 0 0 0 0 31 80 111 128 234 362 0.86 8:15-9:158:30-9:30 96 0 18 114 45 70 0 115 0 0 0 0 0 39 77 116 114 231 345 0.82 8:30-9:30

AM Peak AM Peak7:30-8:30 116 0 18 134 62 94 0 156 0 0 0 0 0 49 94 143 134 299 433 0.92 7:30-8:30

PM4:00-4:15 27 0 10 37 10 15 0 25 0 0 0 0 0 12 34 46 37 71 108 4:00-4:154:15-4:30 28 0 12 40 5 6 0 11 0 0 0 0 0 22 31 53 40 64 104 4:15-4:304:30-4:45 38 0 13 51 12 15 0 27 0 0 0 0 0 15 35 50 51 77 128 4:30-4:454:45-5:00 31 0 12 43 6 12 0 18 0 0 0 0 0 21 33 54 43 72 115 4:45-5:005:00-5:15 33 0 19 52 9 13 0 22 0 0 0 0 0 14 46 60 52 82 134 5:00-5:155:15-5:30 38 0 15 53 5 20 0 25 0 0 0 0 0 21 49 70 53 95 148 5:15-5:305:30-5:45 37 0 16 53 13 9 0 22 0 0 0 0 0 25 40 65 53 87 140 5:30-5:455:45-6:00 51 0 17 68 14 16 0 30 0 0 0 0 0 32 50 82 68 112 180 5:45-6:006:00-6:15 34 0 18 52 11 10 0 21 0 0 0 0 0 21 56 77 52 98 150 6:00-6:156:15-6:30 39 0 14 53 9 11 0 20 0 0 0 0 0 18 41 59 53 79 132 6:15-6:306:30-6:45 30 0 17 47 12 17 0 29 0 0 0 0 0 21 46 67 47 96 143 6:30-6:456:45-7:00 41 0 13 54 8 11 0 19 0 0 0 0 0 24 36 60 54 79 133 6:45-7:00

3 HourTotals 427 0 176 603 114 155 0 269 0 0 0 0 0 246 497 743 603 1,012 1,6151 HourTotals

4:00-5:00 124 0 47 171 33 48 0 81 0 0 0 0 0 70 133 203 171 284 455 0.89 4:00-5:004:15-5:15 130 0 56 186 32 46 0 78 0 0 0 0 0 72 145 217 186 295 481 0.90 4:15-5:154:30-5:30 140 0 59 199 32 60 0 92 0 0 0 0 0 71 163 234 199 326 525 0.89 4:30-5:304:45-5:45 139 0 62 201 33 54 0 87 0 0 0 0 0 81 168 249 201 336 537 0.91 4:45-5:455:00-6:00 159 0 67 226 41 58 0 99 0 0 0 0 0 92 185 277 226 376 602 0.84 5:00-6:005:15-6:15 160 0 66 226 43 55 0 98 0 0 0 0 0 99 195 294 226 392 618 0.86 5:15-6:155:30-6:30 161 0 65 226 47 46 0 93 0 0 0 0 0 96 187 283 226 376 602 0.84 5:30-6:305:45-6:45 154 0 66 220 46 54 0 100 0 0 0 0 0 92 193 285 220 385 605 0.84 5:45-6:456:00-7:00 144 0 62 206 40 49 0 89 0 0 0 0 0 84 179 263 206 352 558 0.93 6:00-7:00

PM Peak PM Peak5:15-6:15 160 0 66 226 43 55 0 98 0 0 0 0 0 99 195 294 226 392 618 0.86 5:15-6:15

Northbound EastboundRothbury Road Arrowhead Road 0 Arrowhead Road

Wells & Associates,IncMcLean, Virginia

4/27/2016

Southbound Westbound

B-1


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Centerway Rd. WEATHER: clear WESTBOUND ROAD: Centerway RoadLOCATION: Montgomery Co.,MD COUNTED BY: Salih & Mina EASTBOUND ROAD: Centerway Road




AM6:30-6:45 15 107 11 133 5 27 12 44 5 30 8 43 24 51 3 78 176 122 298 6:30-6:456:45-7:00 3 121 11 135 7 25 8 40 17 23 14 54 30 48 8 86 189 126 315 6:45-7:007:00-7:15 8 135 13 156 3 29 13 45 9 38 15 62 43 49 4 96 218 141 359 7:00-7:157:15-7:30 21 171 15 207 3 39 15 57 10 35 21 66 49 45 3 97 273 154 427 7:15-7:307:30-7:45 15 158 16 189 5 40 15 60 13 33 21 67 49 53 8 110 256 170 426 7:30-7:457:45-8:00 16 147 17 180 5 38 13 56 16 49 20 85 54 62 5 121 265 177 442 7:45-8:008:00-8:15 14 149 14 177 6 48 9 63 14 65 21 100 47 61 11 119 277 182 459 8:00-8:158:15-8:30 16 151 12 179 2 41 7 50 11 50 19 80 38 44 10 92 259 142 401 8:15-8:308:30-8:45 21 147 10 178 4 46 12 62 10 36 21 67 42 51 14 107 245 169 414 8:30-8:458:45-9:00 33 123 17 173 6 44 13 63 12 46 31 89 46 61 16 123 262 186 448 8:45-9:009:00-9:15 19 116 8 143 4 47 10 61 5 48 18 71 31 62 15 108 214 169 383 9:00-9:159:15-9:30 14 118 1 133 2 25 11 38 13 48 17 78 29 50 18 97 211 135 346 9:15-9:30

3 HourTotals 195 1,643 145 1,983 52 449 138 639 135 501 226 862 482 637 115 1,234 2,845 1,873 4,7181 HourTotals

6:30-7:30 47 534 50 631 18 120 48 186 41 126 58 225 146 193 18 357 856 543 1,399 0.82 6:30-7:306:45-7:45 47 585 55 687 18 133 51 202 49 129 71 249 171 195 23 389 936 591 1,527 0.89 6:45-7:457:00-8:00 60 611 61 732 16 146 56 218 48 155 77 280 195 209 20 424 1,012 642 1,654 0.94 7:00-8:007:15-8:15 66 625 62 753 19 165 52 236 53 182 83 318 199 221 27 447 1,071 683 1,754 0.96 7:15-8:157:30-8:30 61 605 59 725 18 167 44 229 54 197 81 332 188 220 34 442 1,057 671 1,728 0.94 7:30-8:307:45-8:45 67 594 53 714 17 173 41 231 51 200 81 332 181 218 40 439 1,046 670 1,716 0.93 7:45-8:458:00-9:00 84 570 53 707 18 179 41 238 47 197 92 336 173 217 51 441 1,043 679 1,722 0.94 8:00-9:008:15-9:15 89 537 47 673 16 178 42 236 38 180 89 307 157 218 55 430 980 666 1,646 0.92 8:15-9:158:30-9:30 87 504 36 627 16 162 46 224 40 178 87 305 148 224 63 435 932 659 1,591 0.89 8:30-9:30

AM Peak AM Peak7:15-8:15 66 625 62 753 19 165 52 236 53 182 83 318 199 221 27 447 1,071 683 1,754 0.96 7:15-8:15

PM4:00-4:15 19 73 7 99 7 53 18 78 17 127 30 174 29 60 30 119 273 197 470 4:00-4:154:15-4:30 17 84 11 112 8 43 8 59 19 147 39 205 21 58 21 100 317 159 476 4:15-4:304:30-4:45 27 82 22 131 10 67 21 98 21 155 43 219 27 56 21 104 350 202 552 4:30-4:454:45-5:00 23 78 11 112 11 57 14 82 27 169 42 238 13 66 25 104 350 186 536 4:45-5:005:00-5:15 12 58 10 80 6 62 12 80 37 185 38 260 27 58 25 110 340 190 530 5:00-5:155:15-5:30 12 72 13 97 13 93 19 125 18 177 43 238 28 57 28 113 335 238 573 5:15-5:305:30-5:45 12 85 10 107 9 73 11 93 22 216 53 291 17 50 24 91 398 184 582 5:30-5:455:45-6:00 18 80 13 111 5 62 19 86 21 165 46 232 29 53 21 103 343 189 532 5:45-6:006:00-6:15 19 75 14 108 14 76 22 112 22 154 46 222 24 48 14 86 330 198 528 6:00-6:156:15-6:30 17 85 13 115 14 76 19 109 17 169 57 243 15 55 15 85 358 194 552 6:15-6:306:30-6:45 15 99 15 129 15 61 20 96 17 158 58 233 22 50 22 94 362 190 552 6:30-6:456:45-7:00 23 75 15 113 12 54 24 90 26 111 42 179 30 53 18 101 292 191 483 6:45-7:00

3 HourTotals 214 946 154 1,314 124 777 207 1,108 264 1,933 537 2,734 282 664 264 1,210 4,048 2,318 6,3661 HourTotals

4:00-5:00 86 317 51 454 36 220 61 317 84 598 154 836 90 240 97 427 1,290 744 2,034 0.92 4:00-5:004:15-5:15 79 302 54 435 35 229 55 319 104 656 162 922 88 238 92 418 1,357 737 2,094 0.95 4:15-5:154:30-5:30 74 290 56 420 40 279 66 385 103 686 166 955 95 237 99 431 1,375 816 2,191 0.96 4:30-5:304:45-5:45 59 293 44 396 39 285 56 380 104 747 176 1,027 85 231 102 418 1,423 798 2,221 0.95 4:45-5:455:00-6:00 54 295 46 395 33 290 61 384 98 743 180 1,021 101 218 98 417 1,416 801 2,217 0.95 5:00-6:005:15-6:15 61 312 50 423 41 304 71 416 83 712 188 983 98 208 87 393 1,406 809 2,215 0.95 5:15-6:155:30-6:30 66 325 50 441 42 287 71 400 82 704 202 988 85 206 74 365 1,429 765 2,194 0.94 5:30-6:305:45-6:45 69 339 55 463 48 275 80 403 77 646 207 930 90 206 72 368 1,393 771 2,164 0.98 5:45-6:456:00-7:00 74 334 57 465 55 267 85 407 82 592 203 877 91 206 69 366 1,342 773 2,115 0.96 6:00-7:00

PM Peak PM Peak4:45-5:45 59 293 44 396 39 285 56 380 104 747 176 1,027 85 231 102 418 1,423 798 2,221 0.95 4:45-5:45

Goshen Road Centerway Road Goshen Road Centerway Road


10/27/2016

Southbound Westbound Northbound Eastbound

B-2


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Rothbury Rd. WEATHER: clear WESTBOUND ROAD: Green Run WayLOCATION: Montgomery Co.,MD COUNTED BY: Luz & Amela EASTBOUND ROAD: Rothbury Road




AM6:30-6:45 6 78 0 84 5 2 2 9 0 36 6 42 20 2 12 34 126 43 169 6:30-6:456:45-7:00 12 67 1 80 2 3 2 7 0 30 9 39 28 0 7 35 119 42 161 6:45-7:007:00-7:15 15 107 0 122 2 2 2 6 1 32 12 45 28 0 11 39 167 45 212 7:00-7:157:15-7:30 12 125 1 138 6 1 1 8 0 39 11 50 29 0 9 38 188 46 234 7:15-7:307:30-7:45 13 106 0 119 2 1 0 3 0 37 11 48 29 0 20 49 167 52 219 7:30-7:457:45-8:00 21 110 0 131 3 1 0 4 0 55 3 58 32 1 21 54 189 58 247 7:45-8:008:00-8:15 16 141 0 157 3 2 2 7 0 67 18 85 31 1 18 50 242 57 299 8:00-8:158:15-8:30 16 129 1 146 3 1 0 4 0 43 12 55 26 0 9 35 201 39 240 8:15-8:308:30-8:45 20 115 0 135 2 2 2 6 0 37 15 52 45 0 18 63 187 69 256 8:30-8:458:45-9:00 12 114 1 127 1 1 0 2 2 44 13 59 20 1 16 37 186 39 225 8:45-9:009:00-9:15 20 91 2 113 2 1 0 3 2 59 15 76 32 1 10 43 189 46 235 9:00-9:159:15-9:30 20 90 2 112 4 3 1 8 0 38 15 53 29 0 18 47 165 55 220 9:15-9:30

3 HourTotals 183 1,273 8 1,464 35 20 12 67 5 517 140 662 349 6 169 524 2,126 591 2,7171 HourTotals

6:30-7:30 45 377 2 424 15 8 7 30 1 137 38 176 105 2 39 146 600 176 776 0.83 6:30-7:306:45-7:45 52 405 2 459 12 7 5 24 1 138 43 182 114 0 47 161 641 185 826 0.88 6:45-7:457:00-8:00 61 448 1 510 13 5 3 21 1 163 37 201 118 1 61 180 711 201 912 0.92 7:00-8:007:15-8:15 62 482 1 545 14 5 3 22 0 198 43 241 121 2 68 191 786 213 999 0.84 7:15-8:157:30-8:30 66 486 1 553 11 5 2 18 0 202 44 246 118 2 68 188 799 206 1,005 0.84 7:30-8:307:45-8:45 73 495 1 569 11 6 4 21 0 202 48 250 134 2 66 202 819 223 1,042 0.87 7:45-8:458:00-9:00 64 499 2 565 9 6 4 19 2 191 58 251 122 2 61 185 816 204 1,020 0.85 8:00-9:008:15-9:15 68 449 4 521 8 5 2 15 4 183 55 242 123 2 53 178 763 193 956 0.93 8:15-9:158:30-9:30 72 410 5 487 9 7 3 19 4 178 58 240 126 2 62 190 727 209 936 0.91 8:30-9:30

AM Peak AM Peak7:45-8:45 73 495 1 569 11 6 4 21 0 202 48 250 134 2 66 202 819 223 1,042 0.87 7:45-8:45

PM4:00-4:15 14 89 2 105 1 1 1 3 2 103 17 122 19 0 19 38 227 41 268 4:00-4:154:15-4:30 34 73 1 108 0 0 0 0 0 106 35 141 17 1 26 44 249 44 293 4:15-4:304:30-4:45 31 68 3 102 1 0 0 1 1 130 33 164 32 1 45 78 266 79 345 4:30-4:454:45-5:00 24 62 2 88 3 1 0 4 1 116 46 163 15 5 34 54 251 58 309 4:45-5:005:00-5:15 29 66 3 98 1 1 0 2 2 131 40 173 31 0 29 60 271 62 333 5:00-5:155:15-5:30 34 55 5 94 3 2 0 5 2 148 43 193 26 2 28 56 287 61 348 5:15-5:305:30-5:45 33 75 3 111 2 2 1 5 2 142 40 184 27 3 33 63 295 68 363 5:30-5:455:45-6:00 37 86 5 128 1 0 2 3 1 113 45 159 30 1 37 68 287 71 358 5:45-6:006:00-6:15 31 75 4 110 3 2 2 7 1 118 32 151 41 2 30 73 261 80 341 6:00-6:156:15-6:30 23 70 4 97 5 3 0 8 1 130 46 177 21 3 40 64 274 72 346 6:15-6:306:30-6:45 30 64 1 95 4 1 0 5 1 113 34 148 22 2 32 56 243 61 304 6:30-6:456:45-7:00 35 62 2 99 0 3 0 3 2 93 36 131 30 2 27 59 230 62 292 6:45-7:00

3 HourTotals 355 845 35 1,235 24 16 6 46 16 1,443 447 1,906 311 22 380 713 3,141 759 3,9001 HourTotals

4:00-5:00 103 292 8 403 5 2 1 8 4 455 131 590 83 7 124 214 993 222 1,215 0.88 4:00-5:004:15-5:15 118 269 9 396 5 2 0 7 4 483 154 641 95 7 134 236 1,037 243 1,280 0.93 4:15-5:154:30-5:30 118 251 13 382 8 4 0 12 6 525 162 693 104 8 136 248 1,075 260 1,335 0.96 4:30-5:304:45-5:45 120 258 13 391 9 6 1 16 7 537 169 713 99 10 124 233 1,104 249 1,353 0.93 4:45-5:455:00-6:00 133 282 16 431 7 5 3 15 7 534 168 709 114 6 127 247 1,140 262 1,402 0.97 5:00-6:005:15-6:15 135 291 17 443 9 6 5 20 6 521 160 687 124 8 128 260 1,130 280 1,410 0.97 5:15-6:155:30-6:30 124 306 16 446 11 7 5 23 5 503 163 671 119 9 140 268 1,117 291 1,408 0.97 5:30-6:305:45-6:45 121 295 14 430 13 6 4 23 4 474 157 635 114 8 139 261 1,065 284 1,349 0.94 5:45-6:456:00-7:00 119 271 11 401 12 9 2 23 5 454 148 607 114 9 129 252 1,008 275 1,283 0.93 6:00-7:00

PM Peak PM Peak5:15-6:15 135 291 17 443 9 6 5 20 6 521 160 687 124 8 128 260 1,130 280 1,410 0.97 5:15-6:15

Northbound EastboundGoshen Road Green Run Way Goshen Road Rothbury Road


4/27/2016


B-3


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Stewartown Rd. WEATHER: clear WESTBOUND ROAD: Trams WayLOCATION: Montgomery Co.,MD COUNTED BY: Laura EASTBOUND ROAD: Stewartown Road




AM6:30-6:45 2 109 0 111 0 0 1 1 0 32 4 36 6 1 4 11 147 12 159 6:30-6:456:45-7:00 2 95 0 97 0 1 2 3 0 41 4 45 16 0 3 19 142 22 164 6:45-7:007:00-7:15 2 137 0 139 0 1 3 4 0 48 9 57 11 2 1 14 196 18 214 7:00-7:157:15-7:30 3 150 0 153 0 1 0 1 0 40 8 48 10 0 3 13 201 14 215 7:15-7:307:30-7:45 5 136 0 141 0 0 2 2 0 42 7 49 9 0 2 11 190 13 203 7:30-7:457:45-8:00 9 144 0 153 0 0 3 3 1 60 8 69 15 0 3 18 222 21 243 7:45-8:008:00-8:15 3 168 2 173 0 1 1 2 2 65 6 73 8 1 6 15 246 17 263 8:00-8:158:15-8:30 8 147 0 155 1 1 1 3 0 49 6 55 10 0 2 12 210 15 225 8:15-8:308:30-8:45 2 145 1 148 0 2 1 3 1 47 4 52 17 0 7 24 200 27 227 8:30-8:458:45-9:00 4 136 0 140 1 1 2 4 0 59 13 72 14 0 3 17 212 21 233 8:45-9:009:00-9:15 2 103 0 105 1 0 0 1 0 64 4 68 10 0 5 15 173 16 189 9:00-9:159:15-9:30 6 106 0 112 0 0 0 0 0 45 4 49 9 0 1 10 161 10 171 9:15-9:30


6:30-7:30 9 491 0 500 0 3 6 9 0 161 25 186 43 3 11 57 686 66 752 0.87 6:30-7:306:45-7:45 12 518 0 530 0 3 7 10 0 171 28 199 46 2 9 57 729 67 796 0.93 6:45-7:457:00-8:00 19 567 0 586 0 2 8 10 1 190 32 223 45 2 9 56 809 66 875 0.90 7:00-8:007:15-8:15 20 598 2 620 0 2 6 8 3 207 29 239 42 1 14 57 859 65 924 0.88 7:15-8:157:30-8:30 25 595 2 622 1 2 7 10 3 216 27 246 42 1 13 56 868 66 934 0.89 7:30-8:307:45-8:45 22 604 3 629 1 4 6 11 4 221 24 249 50 1 18 69 878 80 958 0.91 7:45-8:458:00-9:00 17 596 3 616 2 5 5 12 3 220 29 252 49 1 18 68 868 80 948 0.90 8:00-9:008:15-9:15 16 531 1 548 3 4 4 11 1 219 27 247 51 0 17 68 795 79 874 0.94 8:15-9:158:30-9:30 14 490 1 505 2 3 3 8 1 215 25 241 50 0 16 66 746 74 820 0.88 8:30-9:30

AM Peak AM Peak7:45-8:45 22 604 3 629 1 4 6 11 4 221 24 249 50 1 18 69 878 80 958 0.91 7:45-8:45

PM4:00-4:15 4 95 0 99 1 0 1 2 1 142 11 154 8 0 3 11 253 13 266 4:00-4:154:15-4:30 5 90 2 97 0 0 1 1 1 130 13 144 9 1 3 13 241 14 255 4:15-4:304:30-4:45 4 91 0 95 0 1 0 1 0 167 12 179 6 1 3 10 274 11 285 4:30-4:454:45-5:00 6 74 1 81 0 0 1 1 1 148 19 168 13 0 1 14 249 15 264 4:45-5:005:00-5:15 4 99 1 104 0 0 0 0 3 165 13 181 8 1 5 14 285 14 299 5:00-5:155:15-5:30 1 87 0 88 1 0 0 1 0 173 16 189 10 1 8 19 277 20 297 5:15-5:305:30-5:45 4 98 2 104 1 0 1 2 1 175 16 192 16 0 3 19 296 21 317 5:30-5:455:45-6:00 5 112 1 118 1 1 1 3 2 159 17 178 9 0 1 10 296 13 309 5:45-6:006:00-6:15 13 103 0 116 0 0 2 2 0 132 20 152 7 0 7 14 268 16 284 6:00-6:156:15-6:30 4 89 0 93 0 0 1 1 1 171 14 186 13 1 3 17 279 18 297 6:15-6:306:30-6:45 4 76 1 81 0 0 0 0 2 128 10 140 11 1 3 15 221 15 236 6:30-6:456:45-7:00 3 94 0 97 2 0 0 2 1 133 8 142 6 0 1 7 239 9 248 6:45-7:00

3 HourTotals 57 1,108 8 1,173 6 2 8 16 13 1,823 169 2,005 116 6 41 163 3,178 179 3,3571 HourTotals

4:00-5:00 19 350 3 372 1 1 3 5 3 587 55 645 36 2 10 48 1,017 53 1,070 0.94 4:00-5:004:15-5:15 19 354 4 377 0 1 2 3 5 610 57 672 36 3 12 51 1,049 54 1,103 0.92 4:15-5:154:30-5:30 15 351 2 368 1 1 1 3 4 653 60 717 37 3 17 57 1,085 60 1,145 0.96 4:30-5:304:45-5:45 15 358 4 377 2 0 2 4 5 661 64 730 47 2 17 66 1,107 70 1,177 0.93 4:45-5:455:00-6:00 14 396 4 414 3 1 2 6 6 672 62 740 43 2 17 62 1,154 68 1,222 0.96 5:00-6:005:15-6:15 23 400 3 426 3 1 4 8 3 639 69 711 42 1 19 62 1,137 70 1,207 0.95 5:15-6:155:30-6:30 26 402 3 431 2 1 5 8 4 637 67 708 45 1 14 60 1,139 68 1,207 0.95 5:30-6:305:45-6:45 26 380 2 408 1 1 4 6 5 590 61 656 40 2 14 56 1,064 62 1,126 0.91 5:45-6:456:00-7:00 24 362 1 387 2 0 3 5 4 564 52 620 37 2 14 53 1,007 58 1,065 0.90 6:00-7:00

PM Peak PM Peak5:00-6:00 14 396 4 414 3 1 2 6 6 672 62 740 43 2 17 62 1,154 68 1,222 0.96 5:00-6:00

Northbound EastboundGoshen Road Trams Way Goshen Road Stewartown Road


4/27/2016


B-4


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Wightman Rd. WEATHER: clear WESTBOUND ROAD: Snouffer School RoadLOCATION: Montgomery Co.,MD COUNTED BY: Damir & Marica EASTBOUND ROAD: Wightman Road




AM6:30-6:45 21 59 20 100 1 37 13 51 16 28 5 49 14 66 15 95 149 146 295 6:30-6:456:45-7:00 44 37 26 107 8 42 33 83 20 27 7 54 9 99 36 144 161 227 388 6:45-7:007:00-7:15 40 84 17 141 3 29 23 55 22 21 8 51 19 62 26 107 192 162 354 7:00-7:157:15-7:30 47 76 21 144 9 53 41 103 23 16 11 50 22 100 46 168 194 271 465 7:15-7:307:30-7:45 56 89 22 167 8 46 20 74 22 37 7 66 13 107 43 163 233 237 470 7:30-7:457:45-8:00 60 83 28 171 5 60 35 100 25 37 16 78 20 121 45 186 249 286 535 7:45-8:008:00-8:15 62 122 27 211 3 63 26 92 22 54 18 94 20 100 51 171 305 263 568 8:00-8:158:15-8:30 54 90 30 174 3 63 27 93 11 36 11 58 34 100 51 185 232 278 510 8:15-8:308:30-8:45 81 84 28 193 9 57 29 95 23 43 11 77 15 83 51 149 270 244 514 8:30-8:458:45-9:00 58 87 18 163 12 61 28 101 24 41 6 71 18 84 55 157 234 258 492 8:45-9:009:00-9:15 65 79 16 160 7 63 29 99 17 48 5 70 11 80 46 137 230 236 466 9:00-9:159:15-9:30 49 72 25 146 21 40 33 94 21 34 10 65 15 47 43 105 211 199 410 9:15-9:30

3 HourTotals 637 962 278 1,877 89 614 337 1,040 246 422 115 783 210 1,049 508 1,767 2,660 2,807 5,4671 HourTotals

6:30-7:30 152 256 84 492 21 161 110 292 81 92 31 204 64 327 123 514 696 806 1,502 0.81 6:30-7:306:45-7:45 187 286 86 559 28 170 117 315 87 101 33 221 63 368 151 582 780 897 1,677 0.89 6:45-7:457:00-8:00 203 332 88 623 25 188 119 332 92 111 42 245 74 390 160 624 868 956 1,824 0.85 7:00-8:007:15-8:15 225 370 98 693 25 222 122 369 92 144 52 288 75 428 185 688 981 1,057 2,038 0.90 7:15-8:157:30-8:30 232 384 107 723 19 232 108 359 80 164 52 296 87 428 190 705 1,019 1,064 2,083 0.92 7:30-8:307:45-8:45 257 379 113 749 20 243 117 380 81 170 56 307 89 404 198 691 1,056 1,071 2,127 0.94 7:45-8:458:00-9:00 255 383 103 741 27 244 110 381 80 174 46 300 87 367 208 662 1,041 1,043 2,084 0.92 8:00-9:008:15-9:15 258 340 92 690 31 244 113 388 75 168 33 276 78 347 203 628 966 1,016 1,982 0.96 8:15-9:158:30-9:30 253 322 87 662 49 221 119 389 85 166 32 283 59 294 195 548 945 937 1,882 0.92 8:30-9:30

AM Peak AM Peak7:45-8:45 257 379 113 749 20 243 117 380 81 170 56 307 89 404 198 691 1,056 1,071 2,127 0.94 7:45-8:45

PM4:00-4:15 30 65 20 115 19 131 32 182 37 84 20 141 18 50 54 122 256 304 560 4:00-4:154:15-4:30 49 67 11 127 17 99 50 166 33 77 18 128 23 63 74 160 255 326 581 4:15-4:304:30-4:45 41 43 9 93 18 102 50 170 42 102 34 178 13 67 48 128 271 298 569 4:30-4:454:45-5:00 19 41 13 73 16 120 46 182 42 87 31 160 22 65 63 150 233 332 565 4:45-5:005:00-5:15 34 54 15 103 20 118 41 179 42 108 21 171 30 55 70 155 274 334 608 5:00-5:155:15-5:30 34 50 13 97 18 138 60 216 32 89 34 155 15 84 75 174 252 390 642 5:15-5:305:30-5:45 44 52 16 112 25 135 62 222 42 119 33 194 21 68 61 150 306 372 678 5:30-5:455:45-6:00 49 58 7 114 5 128 59 192 43 77 20 140 22 79 69 170 254 362 616 5:45-6:006:00-6:15 44 51 15 110 40 96 40 176 42 88 31 161 15 47 60 122 271 298 569 6:00-6:156:15-6:30 26 50 11 87 16 111 39 166 45 84 29 158 20 67 57 144 245 310 555 6:15-6:306:30-6:45 24 47 5 76 8 101 42 151 40 84 23 147 18 49 37 104 223 255 478 6:30-6:456:45-7:00 43 32 10 85 17 88 74 179 34 63 17 114 23 66 63 152 199 331 530 6:45-7:00

3 HourTotals 437 610 145 1,192 219 1,367 595 2,181 474 1,062 311 1,847 240 760 731 1,731 3,039 3,912 6,9511 HourTotals

4:00-5:00 139 216 53 408 70 452 178 700 154 350 103 607 76 245 239 560 1,015 1,260 2,275 0.98 4:00-5:004:15-5:15 143 205 48 396 71 439 187 697 159 374 104 637 88 250 255 593 1,033 1,290 2,323 0.96 4:15-5:154:30-5:30 128 188 50 366 72 478 197 747 158 386 120 664 80 271 256 607 1,030 1,354 2,384 0.93 4:30-5:304:45-5:45 131 197 57 385 79 511 209 799 158 403 119 680 88 272 269 629 1,065 1,428 2,493 0.92 4:45-5:455:00-6:00 161 214 51 426 68 519 222 809 159 393 108 660 88 286 275 649 1,086 1,458 2,544 0.94 5:00-6:005:15-6:15 171 211 51 433 88 497 221 806 159 373 118 650 73 278 265 616 1,083 1,422 2,505 0.92 5:15-6:155:30-6:30 163 211 49 423 86 470 200 756 172 368 113 653 78 261 247 586 1,076 1,342 2,418 0.89 5:30-6:305:45-6:45 143 206 38 387 69 436 180 685 170 333 103 606 75 242 223 540 993 1,225 2,218 0.90 5:45-6:456:00-7:00 137 180 41 358 81 396 195 672 161 319 100 580 76 229 217 522 938 1,194 2,132 0.94 6:00-7:00

PM Peak PM Peak5:00-6:00 161 214 51 426 68 519 222 809 159 393 108 660 88 286 275 649 1,086 1,458 2,544 0.94 5:00-6:00

Northbound EastboundGoshen Road Snouffer School Road Goshen Road Wightman Road


4/27/2016


B-5


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Appleridge Rd. WEATHER: clear WESTBOUND ROAD: Hob Hill WayLOCATION: Montgomery Co.,MD COUNTED BY: Jonathan & Chris EASTBOUND ROAD: Apple Ridge Road




AM6:30-6:45 24 103 0 127 1 1 2 4 0 20 9 29 31 0 27 58 156 62 218 6:30-6:456:45-7:00 43 165 1 209 2 1 0 3 0 29 12 41 29 0 39 68 250 71 321 6:45-7:007:00-7:15 46 151 0 197 2 0 4 6 1 35 18 54 38 0 35 73 251 79 330 7:00-7:157:15-7:30 82 159 0 241 2 5 4 11 1 46 40 87 25 1 51 77 328 88 416 7:15-7:307:30-7:45 80 196 0 276 0 4 5 9 5 40 47 92 37 2 71 110 368 119 487 7:30-7:457:45-8:00 64 172 2 238 1 1 8 10 3 53 16 72 38 3 76 117 310 127 437 7:45-8:008:00-8:15 50 198 0 248 1 0 3 4 2 62 17 81 35 0 54 89 329 93 422 8:00-8:158:15-8:30 68 165 1 234 0 1 3 4 2 47 15 64 28 2 55 85 298 89 387 8:15-8:308:30-8:45 67 201 1 269 2 0 3 5 0 39 13 52 29 0 48 77 321 82 403 8:30-8:458:45-9:00 52 170 0 222 2 1 3 6 1 58 11 70 16 0 56 72 292 78 370 8:45-9:009:00-9:15 54 126 1 181 1 2 2 5 0 59 16 75 21 0 45 66 256 71 327 9:00-9:159:15-9:30 33 131 0 164 0 1 2 3 2 47 11 60 20 0 53 73 224 76 300 9:15-9:30

3 HourTotals 663 1,937 6 2,606 14 17 39 70 17 535 225 777 347 8 610 965 3,383 1,035 4,4181 HourTotals

6:30-7:30 195 578 1 774 7 7 10 24 2 130 79 211 123 1 152 276 985 300 1,285 0.77 6:30-7:306:45-7:45 251 671 1 923 6 10 13 29 7 150 117 274 129 3 196 328 1,197 357 1,554 0.80 6:45-7:457:00-8:00 272 678 2 952 5 10 21 36 10 174 121 305 138 6 233 377 1,257 413 1,670 0.86 7:00-8:007:15-8:15 276 725 2 1,003 4 10 20 34 11 201 120 332 135 6 252 393 1,335 427 1,762 0.90 7:15-8:157:30-8:30 262 731 3 996 2 6 19 27 12 202 95 309 138 7 256 401 1,305 428 1,733 0.89 7:30-8:307:45-8:45 249 736 4 989 4 2 17 23 7 201 61 269 130 5 233 368 1,258 391 1,649 0.94 7:45-8:458:00-9:00 237 734 2 973 5 2 12 19 5 206 56 267 108 2 213 323 1,240 342 1,582 0.94 8:00-9:008:15-9:15 241 662 3 906 5 4 11 20 3 203 55 261 94 2 204 300 1,167 320 1,487 0.92 8:15-9:158:30-9:30 206 628 2 836 5 4 10 19 3 203 51 257 86 0 202 288 1,093 307 1,400 0.87 8:30-9:30

AM Peak AM Peak7:15-8:15 276 725 2 1,003 4 10 20 34 11 201 120 332 135 6 252 393 1,335 427 1,762 0.90 7:15-8:15

PM4:00-4:15 51 52 1 104 3 5 2 10 4 120 22 146 16 4 46 66 250 76 326 4:00-4:154:15-4:30 57 87 0 144 0 1 3 4 2 144 24 170 17 2 68 87 314 91 405 4:15-4:304:30-4:45 64 81 3 148 0 1 3 4 3 153 32 188 25 2 52 79 336 83 419 4:30-4:454:45-5:00 55 81 0 136 1 2 2 5 4 158 46 208 19 2 55 76 344 81 425 4:45-5:005:00-5:15 52 74 1 127 0 1 2 3 1 177 34 212 22 0 65 87 339 90 429 5:00-5:155:15-5:30 73 78 0 151 1 0 3 4 4 148 29 181 20 1 74 95 332 99 431 5:15-5:305:30-5:45 75 79 0 154 1 1 1 3 3 155 32 190 27 0 59 86 344 89 433 5:30-5:455:45-6:00 78 71 1 150 0 0 3 3 4 158 39 201 23 0 76 99 351 102 453 5:45-6:006:00-6:15 60 80 2 142 0 0 1 1 1 156 39 196 21 2 58 81 338 82 420 6:00-6:156:15-6:30 43 72 1 116 1 2 3 6 5 138 32 175 17 2 45 64 291 70 361 6:15-6:306:30-6:45 52 77 0 129 2 1 0 3 4 146 29 179 21 2 61 84 308 87 395 6:30-6:456:45-7:00 77 62 1 140 1 3 2 6 6 134 46 186 17 1 60 78 326 84 410 6:45-7:00

3 HourTotals 737 894 10 1,641 10 17 25 52 41 1,787 404 2,232 245 18 719 982 3,873 1,034 4,9071 HourTotals

4:00-5:00 227 301 4 532 4 9 10 23 13 575 124 712 77 10 221 308 1,244 331 1,575 0.93 4:00-5:004:15-5:15 228 323 4 555 1 5 10 16 10 632 136 778 83 6 240 329 1,333 345 1,678 0.98 4:15-5:154:30-5:30 244 314 4 562 2 4 10 16 12 636 141 789 86 5 246 337 1,351 353 1,704 0.99 4:30-5:304:45-5:45 255 312 1 568 3 4 8 15 12 638 141 791 88 3 253 344 1,359 359 1,718 0.99 4:45-5:455:00-6:00 278 302 2 582 2 2 9 13 12 638 134 784 92 1 274 367 1,366 380 1,746 0.96 5:00-6:005:15-6:15 286 308 3 597 2 1 8 11 12 617 139 768 91 3 267 361 1,365 372 1,737 0.96 5:15-6:155:30-6:30 256 302 4 562 2 3 8 13 13 607 142 762 88 4 238 330 1,324 343 1,667 0.92 5:30-6:305:45-6:45 233 300 4 537 3 3 7 13 14 598 139 751 82 6 240 328 1,288 341 1,629 0.90 5:45-6:456:00-7:00 232 291 4 527 4 6 6 16 16 574 146 736 76 7 224 307 1,263 323 1,586 0.94 6:00-7:00

PM Peak PM Peak5:00-6:00 278 302 2 582 2 2 9 13 12 638 134 784 92 1 274 367 1,366 380 1,746 0.96 5:00-6:00

Northbound EastboundMontgomery Village Avenue Hob Hill Way Montgomery Village Avenue Apple Ridge Road


4/27/2016


B-6


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Arrowhead Rd. WEATHER: clear WESTBOUND ROAD: Arrowhead RoadLOCATION: Montgomery Co.,MD COUNTED BY: Maria & Anita EASTBOUND ROAD: Shadow Oak Drive




AM6:30-6:45 4 97 1 102 2 0 29 31 12 42 3 57 0 0 4 4 159 35 194 6:30-6:456:45-7:00 0 148 1 149 1 0 56 57 16 56 2 74 12 1 1 14 223 71 294 6:45-7:007:00-7:15 3 139 2 144 1 0 54 55 21 48 3 72 11 1 5 17 216 72 288 7:00-7:157:15-7:30 1 187 2 190 8 0 54 62 24 65 2 91 6 3 7 16 281 78 359 7:15-7:307:30-7:45 2 207 3 212 1 1 66 68 31 91 2 124 12 4 5 21 336 89 425 7:30-7:457:45-8:00 0 200 7 207 3 2 54 59 25 98 5 128 9 2 6 17 335 76 411 7:45-8:008:00-8:15 1 203 2 206 1 0 50 51 36 81 3 120 3 1 7 11 326 62 388 8:00-8:158:15-8:30 2 187 14 203 5 5 40 50 20 78 3 101 4 4 3 11 304 61 365 8:15-8:308:30-8:45 1 207 0 208 0 0 62 62 20 66 1 87 9 2 2 13 295 75 370 8:30-8:458:45-9:00 3 197 1 201 2 1 38 41 23 95 8 126 4 1 3 8 327 49 376 8:45-9:009:00-9:15 3 165 1 169 1 3 32 36 31 79 3 113 6 2 6 14 282 50 332 9:00-9:159:15-9:30 1 139 3 143 2 0 34 36 32 68 1 101 5 4 1 10 244 46 290 9:15-9:30

3 HourTotals 21 2,076 37 2,134 27 12 569 608 291 867 36 1,194 81 25 50 156 3,328 764 4,0921 HourTotals

6:30-7:30 8 571 6 585 12 0 193 205 73 211 10 294 29 5 17 51 879 256 1,135 0.79 6:30-7:306:45-7:45 6 681 8 695 11 1 230 242 92 260 9 361 41 9 18 68 1,056 310 1,366 0.80 6:45-7:457:00-8:00 6 733 14 753 13 3 228 244 101 302 12 415 38 10 23 71 1,168 315 1,483 0.87 7:00-8:007:15-8:15 4 797 14 815 13 3 224 240 116 335 12 463 30 10 25 65 1,278 305 1,583 0.93 7:15-8:157:30-8:30 5 797 26 828 10 8 210 228 112 348 13 473 28 11 21 60 1,301 288 1,589 0.93 7:30-8:307:45-8:45 4 797 23 824 9 7 206 222 101 323 12 436 25 9 18 52 1,260 274 1,534 0.93 7:45-8:458:00-9:00 7 794 17 818 8 6 190 204 99 320 15 434 20 8 15 43 1,252 247 1,499 0.97 8:00-9:008:15-9:15 9 756 16 781 8 9 172 189 94 318 15 427 23 9 14 46 1,208 235 1,443 0.96 8:15-9:158:30-9:30 8 708 5 721 5 4 166 175 106 308 13 427 24 9 12 45 1,148 220 1,368 0.91 8:30-9:30

AM Peak AM Peak7:30-8:30 5 797 26 828 10 8 210 228 112 348 13 473 28 11 21 60 1,301 288 1,589 0.93 7:30-8:30

PM4:00-4:15 4 103 1 108 4 4 53 61 47 142 10 199 5 5 3 13 307 74 381 4:00-4:154:15-4:30 1 130 0 131 2 6 34 42 45 157 9 211 6 1 3 10 342 52 394 4:15-4:304:30-4:45 4 90 3 97 4 3 50 57 56 168 6 230 5 3 5 13 327 70 397 4:30-4:454:45-5:00 4 97 11 112 8 5 38 51 57 169 5 231 2 4 1 7 343 58 401 4:45-5:005:00-5:15 5 108 3 116 1 2 41 44 57 168 12 237 6 5 3 14 353 58 411 5:00-5:155:15-5:30 2 106 5 113 3 7 41 51 71 175 4 250 5 3 5 13 363 64 427 5:15-5:305:30-5:45 4 115 7 126 3 3 39 45 56 185 7 248 5 5 3 13 374 58 432 5:30-5:455:45-6:00 5 125 4 134 9 4 53 66 84 175 9 268 5 2 1 8 402 74 476 5:45-6:006:00-6:15 3 106 2 111 2 6 32 40 66 146 10 222 4 1 0 5 333 45 378 6:00-6:156:15-6:30 2 93 3 98 3 5 31 39 61 147 7 215 12 3 3 18 313 57 370 6:15-6:306:30-6:45 4 102 9 115 4 5 43 52 69 146 5 220 3 2 5 10 335 62 397 6:30-6:456:45-7:00 4 112 3 119 6 3 45 54 56 125 7 188 2 1 3 6 307 60 367 6:45-7:00


4:00-5:00 13 420 15 448 18 18 175 211 205 636 30 871 18 13 12 43 1,319 254 1,573 0.98 4:00-5:004:15-5:15 14 425 17 456 15 16 163 194 215 662 32 909 19 13 12 44 1,365 238 1,603 0.98 4:15-5:154:30-5:30 15 401 22 438 16 17 170 203 241 680 27 948 18 15 14 47 1,386 250 1,636 0.96 4:30-5:304:45-5:45 15 426 26 467 15 17 159 191 241 697 28 966 18 17 12 47 1,433 238 1,671 0.97 4:45-5:455:00-6:00 16 454 19 489 16 16 174 206 268 703 32 1,003 21 15 12 48 1,492 254 1,746 0.92 5:00-6:005:15-6:15 14 452 18 484 17 20 165 202 277 681 30 988 19 11 9 39 1,472 241 1,713 0.90 5:15-6:155:30-6:30 14 439 16 469 17 18 155 190 267 653 33 953 26 11 7 44 1,422 234 1,656 0.87 5:30-6:305:45-6:45 14 426 18 458 18 20 159 197 280 614 31 925 24 8 9 41 1,383 238 1,621 0.85 5:45-6:456:00-7:00 13 413 17 443 15 19 151 185 252 564 29 845 21 7 11 39 1,288 224 1,512 0.95 6:00-7:00

PM Peak PM Peak5:00-6:00 16 454 19 489 16 16 174 206 268 703 32 1,003 21 15 12 48 1,492 254 1,746 0.92 5:00-6:00

Northbound EastboundMontgomery Village Avenue Arrowhead Road Montgomery Village Avenue Shadow Oak Drive


4/27/2016


B-7


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Brassie Pl. WEATHER: clear WESTBOUND ROAD: Brassie PlaceLOCATION: Montgomery Co.,MD COUNTED BY: Dzemo EASTBOUND ROAD: 0




AM6:30-6:45 0 153 1 154 2 0 3 5 0 35 0 35 0 0 0 0 189 5 194 6:30-6:456:45-7:00 0 210 0 210 2 0 3 5 0 53 0 53 0 0 0 0 263 5 268 6:45-7:007:00-7:15 0 217 2 219 3 0 4 7 1 42 0 43 0 0 0 0 262 7 269 7:00-7:157:15-7:30 0 212 1 213 9 0 0 9 2 77 0 79 0 0 0 0 292 9 301 7:15-7:307:30-7:45 0 268 1 269 4 0 5 9 0 70 0 70 0 0 0 0 339 9 348 7:30-7:457:45-8:00 0 265 0 265 4 0 11 15 1 73 0 74 0 0 0 0 339 15 354 7:45-8:008:00-8:15 0 263 0 263 5 0 3 8 0 80 0 80 0 0 0 0 343 8 351 8:00-8:158:15-8:30 0 220 4 224 4 0 3 7 1 63 0 64 0 0 0 0 288 7 295 8:15-8:308:30-8:45 0 278 1 279 4 0 2 6 0 56 0 56 0 0 0 0 335 6 341 8:30-8:458:45-9:00 0 220 2 222 2 0 2 4 1 86 0 87 0 0 0 0 309 4 313 8:45-9:009:00-9:15 0 175 3 178 2 0 5 7 1 84 0 85 0 0 0 0 263 7 270 9:00-9:159:15-9:30 0 169 2 171 2 0 4 6 2 69 0 71 0 0 0 0 242 6 248 9:15-9:30


6:30-7:30 0 792 4 796 16 0 10 26 3 207 0 210 0 0 0 0 1,006 26 1,032 0.86 6:30-7:306:45-7:45 0 907 4 911 18 0 12 30 3 242 0 245 0 0 0 0 1,156 30 1,186 0.85 6:45-7:457:00-8:00 0 962 4 966 20 0 20 40 4 262 0 266 0 0 0 0 1,232 40 1,272 0.90 7:00-8:007:15-8:15 0 1,008 2 1,010 22 0 19 41 3 300 0 303 0 0 0 0 1,313 41 1,354 0.96 7:15-8:157:30-8:30 0 1,016 5 1,021 17 0 22 39 2 286 0 288 0 0 0 0 1,309 39 1,348 0.95 7:30-8:307:45-8:45 0 1,026 5 1,031 17 0 19 36 2 272 0 274 0 0 0 0 1,305 36 1,341 0.95 7:45-8:458:00-9:00 0 981 7 988 15 0 10 25 2 285 0 287 0 0 0 0 1,275 25 1,300 0.93 8:00-9:008:15-9:15 0 893 10 903 12 0 12 24 3 289 0 292 0 0 0 0 1,195 24 1,219 0.89 8:15-9:158:30-9:30 0 842 8 850 10 0 13 23 4 295 0 299 0 0 0 0 1,149 23 1,172 0.86 8:30-9:30

AM Peak AM Peak7:15-8:15 0 1,008 2 1,010 22 0 19 41 3 300 0 303 0 0 0 0 1,313 41 1,354 0.96 7:15-8:15

PM4:00-4:15 0 87 2 89 2 0 3 5 4 190 0 194 0 0 0 0 283 5 288 4:00-4:154:15-4:30 0 111 2 113 0 0 1 1 4 208 0 212 0 0 0 0 325 1 326 4:15-4:304:30-4:45 0 104 3 107 5 0 3 8 3 191 0 194 0 0 0 0 301 8 309 4:30-4:454:45-5:00 0 113 1 114 3 0 5 8 2 233 0 235 0 0 0 0 349 8 357 4:45-5:005:00-5:15 0 90 5 95 2 0 0 2 7 225 0 232 0 0 0 0 327 2 329 5:00-5:155:15-5:30 0 110 6 116 1 0 1 2 3 218 0 221 0 0 0 0 337 2 339 5:15-5:305:30-5:45 0 118 2 120 1 0 3 4 3 220 0 223 0 0 0 0 343 4 347 5:30-5:455:45-6:00 0 110 0 110 2 0 1 3 1 263 0 264 0 0 0 0 374 3 377 5:45-6:006:00-6:15 0 100 4 104 3 0 4 7 3 221 0 224 0 0 0 0 328 7 335 6:00-6:156:15-6:30 0 98 0 98 2 0 2 4 6 217 0 223 0 0 0 0 321 4 325 6:15-6:306:30-6:45 0 108 2 110 2 0 1 3 5 219 0 224 0 0 0 0 334 3 337 6:30-6:456:45-7:00 0 92 3 95 1 0 1 2 1 185 0 186 0 0 0 0 281 2 283 6:45-7:00


4:00-5:00 0 415 8 423 10 0 12 22 13 822 0 835 0 0 0 0 1,258 22 1,280 0.90 4:00-5:004:15-5:15 0 418 11 429 10 0 9 19 16 857 0 873 0 0 0 0 1,302 19 1,321 0.93 4:15-5:154:30-5:30 0 417 15 432 11 0 9 20 15 867 0 882 0 0 0 0 1,314 20 1,334 0.93 4:30-5:304:45-5:45 0 431 14 445 7 0 9 16 15 896 0 911 0 0 0 0 1,356 16 1,372 0.96 4:45-5:455:00-6:00 0 428 13 441 6 0 5 11 14 926 0 940 0 0 0 0 1,381 11 1,392 0.92 5:00-6:005:15-6:15 0 438 12 450 7 0 9 16 10 922 0 932 0 0 0 0 1,382 16 1,398 0.93 5:15-6:155:30-6:30 0 426 6 432 8 0 10 18 13 921 0 934 0 0 0 0 1,366 18 1,384 0.92 5:30-6:305:45-6:45 0 416 6 422 9 0 8 17 15 920 0 935 0 0 0 0 1,357 17 1,374 0.91 5:45-6:456:00-7:00 0 398 9 407 8 0 8 16 15 842 0 857 0 0 0 0 1,264 16 1,280 0.95 6:00-7:00

PM Peak PM Peak5:15-6:15 0 438 12 450 7 0 9 16 10 922 0 932 0 0 0 0 1,382 16 1,398 0.93 5:15-6:15

Northbound EastboundMontgomery Village Avenue Brassie Place Montgomery Village Avenue 0


4/27/2016


B-8


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Centerway Rd. WEATHER: clear WESTBOUND ROAD: Centerway RoadLOCATION: Montgomery Co.,MD COUNTED BY: Tyler & Austin EASTBOUND ROAD: Centerway Road




AM6:30-6:45 4 169 22 195 4 11 45 60 20 30 3 53 6 4 1 11 248 71 319 6:30-6:456:45-7:00 7 215 20 242 8 6 40 54 32 50 14 96 5 2 2 9 338 63 401 6:45-7:007:00-7:15 8 218 15 241 8 14 52 74 36 43 7 86 4 6 0 10 327 84 411 7:00-7:157:15-7:30 7 254 22 283 7 19 55 81 15 78 6 99 8 6 0 14 382 95 477 7:15-7:307:30-7:45 9 238 31 278 14 13 74 101 18 92 13 123 5 7 5 17 401 118 519 7:30-7:457:45-8:00 10 311 36 357 17 20 49 86 46 72 2 120 5 8 1 14 477 100 577 7:45-8:008:00-8:15 8 249 30 287 18 14 50 82 26 70 4 100 10 9 2 21 387 103 490 8:00-8:158:15-8:30 10 223 37 270 14 16 54 84 34 59 8 101 4 3 4 11 371 95 466 8:15-8:308:30-8:45 5 272 22 299 9 25 61 95 37 55 7 99 3 7 1 11 398 106 504 8:30-8:458:45-9:00 8 211 39 258 25 29 73 127 51 87 4 142 9 3 4 16 400 143 543 8:45-9:009:00-9:15 7 176 16 199 20 34 60 114 28 67 4 99 2 11 3 16 298 130 428 9:00-9:159:15-9:30 11 178 16 205 11 14 41 66 17 63 6 86 6 8 6 20 291 86 377 9:15-9:30

3 HourTotals 94 2,714 306 3,114 155 215 654 1,024 360 766 78 1,204 67 74 29 170 4,318 1,194 5,5121 HourTotals

6:30-7:30 26 856 79 961 27 50 192 269 103 201 30 334 23 18 3 44 1,295 313 1,608 0.84 6:30-7:306:45-7:45 31 925 88 1,044 37 52 221 310 101 263 40 404 22 21 7 50 1,448 360 1,808 0.87 6:45-7:457:00-8:00 34 1,021 104 1,159 46 66 230 342 115 285 28 428 22 27 6 55 1,587 397 1,984 0.86 7:00-8:007:15-8:15 34 1,052 119 1,205 56 66 228 350 105 312 25 442 28 30 8 66 1,647 416 2,063 0.89 7:15-8:157:30-8:30 37 1,021 134 1,192 63 63 227 353 124 293 27 444 24 27 12 63 1,636 416 2,052 0.89 7:30-8:307:45-8:45 33 1,055 125 1,213 58 75 214 347 143 256 21 420 22 27 8 57 1,633 404 2,037 0.88 7:45-8:458:00-9:00 31 955 128 1,114 66 84 238 388 148 271 23 442 26 22 11 59 1,556 447 2,003 0.92 8:00-9:008:15-9:15 30 882 114 1,026 68 104 248 420 150 268 23 441 18 24 12 54 1,467 474 1,941 0.89 8:15-9:158:30-9:30 31 837 93 961 65 102 235 402 133 272 21 426 20 29 14 63 1,387 465 1,852 0.85 8:30-9:30

AM Peak AM Peak7:15-8:15 34 1,052 119 1,205 56 66 228 350 105 312 25 442 28 30 8 66 1,647 416 2,063 0.89 7:15-8:15

PM4:00-4:15 10 106 18 134 22 28 41 91 42 168 16 226 17 20 10 47 360 138 498 4:00-4:154:15-4:30 10 127 12 149 17 23 40 80 64 196 14 274 7 18 7 32 423 112 535 4:15-4:304:30-4:45 8 101 10 119 18 18 57 93 53 186 15 254 15 29 12 56 373 149 522 4:30-4:454:45-5:00 9 127 13 149 21 20 42 83 51 219 15 285 10 13 4 27 434 110 544 4:45-5:005:00-5:15 6 93 11 110 21 28 55 104 63 232 10 305 6 32 11 49 415 153 568 5:00-5:155:15-5:30 12 105 11 128 18 22 44 84 78 245 15 338 13 29 2 44 466 128 594 5:15-5:305:30-5:45 11 123 18 152 23 31 59 113 55 236 12 303 4 34 8 46 455 159 614 5:30-5:455:45-6:00 7 111 8 126 22 24 65 111 66 269 11 346 10 29 9 48 472 159 631 5:45-6:006:00-6:15 7 99 22 128 22 27 68 117 50 227 14 291 8 25 7 40 419 157 576 6:00-6:156:15-6:30 12 98 14 124 25 17 36 78 58 238 10 306 16 26 2 44 430 122 552 6:15-6:306:30-6:45 10 105 10 125 13 29 36 78 45 207 20 272 13 28 9 50 397 128 525 6:30-6:456:45-7:00 14 103 14 131 18 25 37 80 48 192 15 255 13 23 7 43 386 123 509 6:45-7:00

3 HourTotals 116 1,298 161 1,575 240 292 580 1,112 673 2,615 167 3,455 132 306 88 526 5,030 1,638 6,6681 HourTotals

4:00-5:00 37 461 53 551 78 89 180 347 210 769 60 1,039 49 80 33 162 1,590 509 2,099 0.96 4:00-5:004:15-5:15 33 448 46 527 77 89 194 360 231 833 54 1,118 38 92 34 164 1,645 524 2,169 0.95 4:15-5:154:30-5:30 35 426 45 506 78 88 198 364 245 882 55 1,182 44 103 29 176 1,688 540 2,228 0.94 4:30-5:304:45-5:45 38 448 53 539 83 101 200 384 247 932 52 1,231 33 108 25 166 1,770 550 2,320 0.94 4:45-5:455:00-6:00 36 432 48 516 84 105 223 412 262 982 48 1,292 33 124 30 187 1,808 599 2,407 0.95 5:00-6:005:15-6:15 37 438 59 534 85 104 236 425 249 977 52 1,278 35 117 26 178 1,812 603 2,415 0.96 5:15-6:155:30-6:30 37 431 62 530 92 99 228 419 229 970 47 1,246 38 114 26 178 1,776 597 2,373 0.94 5:30-6:305:45-6:45 36 413 54 503 82 97 205 384 219 941 55 1,215 47 108 27 182 1,718 566 2,284 0.90 5:45-6:456:00-7:00 43 405 60 508 78 98 177 353 201 864 59 1,124 50 102 25 177 1,632 530 2,162 0.94 6:00-7:00

PM Peak PM Peak5:15-6:15 37 438 59 534 85 104 236 425 249 977 52 1,278 35 117 26 178 1,812 603 2,415 0.96 5:15-6:15

Northbound EastboundMontgomery Village Avenue Centerway Road Montgomery Village Avenue Centerway Road


4/27/2016


B-9


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Club House Rd. WEATHER: clear WESTBOUND ROAD: Club House RoadLOCATION: Montgomery Co.,MD COUNTED BY: Damir& Salih EASTBOUND ROAD: Club House Road




AM6:30-6:45 17 148 1 166 3 18 9 30 2 23 8 33 34 18 6 58 199 88 287 6:30-6:456:45-7:00 21 184 5 210 4 12 10 26 2 42 19 63 32 11 8 51 273 77 350 6:45-7:007:00-7:15 25 210 4 239 4 18 9 31 1 26 27 54 35 21 12 68 293 99 392 7:00-7:157:15-7:30 19 205 2 226 8 34 12 54 6 49 27 82 51 20 12 83 308 137 445 7:15-7:307:30-7:45 36 230 5 271 4 36 10 50 2 52 52 106 48 35 10 93 377 143 520 7:30-7:457:45-8:00 33 245 4 282 4 56 12 72 3 47 34 84 71 38 17 126 366 198 564 7:45-8:008:00-8:15 24 248 11 283 2 33 15 50 4 56 32 92 43 41 18 102 375 152 527 8:00-8:158:15-8:30 26 188 9 223 3 19 10 32 2 47 26 75 44 18 11 73 298 105 403 8:15-8:308:30-8:45 17 280 9 306 2 25 8 35 3 39 19 61 27 25 13 65 367 100 467 8:30-8:458:45-9:00 21 202 3 226 8 36 14 58 3 61 42 106 31 31 12 74 332 132 464 8:45-9:009:00-9:15 13 166 12 191 7 34 4 45 2 62 27 91 29 29 13 71 282 116 398 9:00-9:159:15-9:30 21 168 1 190 2 12 12 26 0 51 22 73 29 15 14 58 263 84 347 9:15-9:30

3 HourTotals 273 2,474 66 2,813 51 333 125 509 30 555 335 920 474 302 146 922 3,733 1,431 5,1641 HourTotals

6:30-7:30 82 747 12 841 19 82 40 141 11 140 81 232 152 70 38 260 1,073 401 1,474 0.83 6:30-7:306:45-7:45 101 829 16 946 20 100 41 161 11 169 125 305 166 87 42 295 1,251 456 1,707 0.82 6:45-7:457:00-8:00 113 890 15 1,018 20 144 43 207 12 174 140 326 205 114 51 370 1,344 577 1,921 0.85 7:00-8:007:15-8:15 112 928 22 1,062 18 159 49 226 15 204 145 364 213 134 57 404 1,426 630 2,056 0.91 7:15-8:157:30-8:30 119 911 29 1,059 13 144 47 204 11 202 144 357 206 132 56 394 1,416 598 2,014 0.89 7:30-8:307:45-8:45 100 961 33 1,094 11 133 45 189 12 189 111 312 185 122 59 366 1,406 555 1,961 0.87 7:45-8:458:00-9:00 88 918 32 1,038 15 113 47 175 12 203 119 334 145 115 54 314 1,372 489 1,861 0.88 8:00-9:008:15-9:15 77 836 33 946 20 114 36 170 10 209 114 333 131 103 49 283 1,279 453 1,732 0.93 8:15-9:158:30-9:30 72 816 25 913 19 107 38 164 8 213 110 331 116 100 52 268 1,244 432 1,676 0.90 8:30-9:30

AM Peak AM Peak7:15-8:15 112 928 22 1,062 18 159 49 226 15 204 145 364 213 134 57 404 1,426 630 2,056 0.91 7:15-8:15

PM4:00-4:15 16 73 2 91 13 37 6 56 3 149 53 205 34 28 33 95 296 151 447 4:00-4:154:15-4:30 14 101 3 118 11 34 7 52 9 158 48 215 28 28 36 92 333 144 477 4:15-4:304:30-4:45 12 91 4 107 10 38 10 58 3 156 53 212 23 24 32 79 319 137 456 4:30-4:454:45-5:00 19 102 5 126 14 32 5 51 9 187 48 244 23 30 29 82 370 133 503 4:45-5:005:00-5:15 14 79 2 95 12 32 5 49 9 191 62 262 25 34 34 93 357 142 499 5:00-5:155:15-5:30 16 80 6 102 7 30 4 41 8 176 83 267 19 31 34 84 369 125 494 5:15-5:305:30-5:45 19 92 9 120 9 48 4 61 10 177 75 262 39 31 36 106 382 167 549 5:30-5:455:45-6:00 15 93 1 109 9 37 9 55 17 207 70 294 18 47 40 105 403 160 563 5:45-6:006:00-6:15 12 93 4 109 9 32 7 48 6 188 55 249 25 43 26 94 358 142 500 6:00-6:156:15-6:30 13 85 7 105 14 31 10 55 9 185 61 255 30 32 24 86 360 141 501 6:15-6:306:30-6:45 11 97 2 110 5 30 9 44 11 182 34 227 25 43 36 104 337 148 485 6:30-6:456:45-7:00 8 81 7 96 14 31 10 55 3 159 44 206 22 21 19 62 302 117 419 6:45-7:00

3 HourTotals 169 1,067 52 1,288 127 412 86 625 97 2,115 686 2,898 311 392 379 1,082 4,186 1,707 5,8931 HourTotals

4:00-5:00 61 367 14 442 48 141 28 217 24 650 202 876 108 110 130 348 1,318 565 1,883 0.94 4:00-5:004:15-5:15 59 373 14 446 47 136 27 210 30 692 211 933 99 116 131 346 1,379 556 1,935 0.96 4:15-5:154:30-5:30 61 352 17 430 43 132 24 199 29 710 246 985 90 119 129 338 1,415 537 1,952 0.97 4:30-5:304:45-5:45 68 353 22 443 42 142 18 202 36 731 268 1,035 106 126 133 365 1,478 567 2,045 0.93 4:45-5:455:00-6:00 64 344 18 426 37 147 22 206 44 751 290 1,085 101 143 144 388 1,511 594 2,105 0.93 5:00-6:005:15-6:15 62 358 20 440 34 147 24 205 41 748 283 1,072 101 152 136 389 1,512 594 2,106 0.94 5:15-6:155:30-6:30 59 363 21 443 41 148 30 219 42 757 261 1,060 112 153 126 391 1,503 610 2,113 0.94 5:30-6:305:45-6:45 51 368 14 433 37 130 35 202 43 762 220 1,025 98 165 126 389 1,458 591 2,049 0.91 5:45-6:456:00-7:00 44 356 20 420 42 124 36 202 29 714 194 937 102 139 105 346 1,357 548 1,905 0.95 6:00-7:00

PM Peak PM Peak5:30-6:30 59 363 21 443 41 148 30 219 42 757 261 1,060 112 153 126 391 1,503 610 2,113 0.94 5:30-6:30

Northbound EastboundMontgomery Village Avenue Club House Road Montgomery Village Avenue Club House Road


4/27/2016


B-10


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Greenside terrace WEATHER: clear WESTBOUND ROAD: Greenside TerraceLOCATION: Montgomery Co.,MD COUNTED BY: Vanessa EASTBOUND ROAD: 0




AM6:30-6:45 0 151 0 151 3 0 3 6 0 42 0 42 0 0 0 0 193 6 199 6:30-6:456:45-7:00 0 205 0 205 1 0 3 4 1 48 0 49 0 0 0 0 254 4 258 6:45-7:007:00-7:15 0 211 0 211 1 0 2 3 3 45 0 48 0 0 0 0 259 3 262 7:00-7:157:15-7:30 0 202 1 203 3 0 4 7 0 82 0 82 0 0 0 0 285 7 292 7:15-7:307:30-7:45 0 259 3 262 5 0 2 7 1 86 0 87 0 0 0 0 349 7 356 7:30-7:457:45-8:00 0 248 0 248 2 0 2 4 1 73 0 74 0 0 0 0 322 4 326 7:45-8:008:00-8:15 0 252 1 253 3 0 3 6 1 84 0 85 0 0 0 0 338 6 344 8:00-8:158:15-8:30 0 215 1 216 0 0 3 3 0 68 0 68 0 0 0 0 284 3 287 8:15-8:308:30-8:45 0 260 2 262 0 0 6 6 0 56 0 56 0 0 0 0 318 6 324 8:30-8:458:45-9:00 0 203 0 203 1 0 4 5 2 81 0 83 0 0 0 0 286 5 291 8:45-9:009:00-9:15 0 174 0 174 0 0 2 2 0 79 0 79 0 0 0 0 253 2 255 9:00-9:159:15-9:30 0 169 0 169 1 0 1 2 2 70 0 72 0 0 0 0 241 2 243 9:15-9:30


6:30-7:30 0 769 1 770 8 0 12 20 4 217 0 221 0 0 0 0 991 20 1,011 0.87 6:30-7:306:45-7:45 0 877 4 881 10 0 11 21 5 261 0 266 0 0 0 0 1,147 21 1,168 0.82 6:45-7:457:00-8:00 0 920 4 924 11 0 10 21 5 286 0 291 0 0 0 0 1,215 21 1,236 0.87 7:00-8:007:15-8:15 0 961 5 966 13 0 11 24 3 325 0 328 0 0 0 0 1,294 24 1,318 0.93 7:15-8:157:30-8:30 0 974 5 979 10 0 10 20 3 311 0 314 0 0 0 0 1,293 20 1,313 0.92 7:30-8:307:45-8:45 0 975 4 979 5 0 14 19 2 281 0 283 0 0 0 0 1,262 19 1,281 0.93 7:45-8:458:00-9:00 0 930 4 934 4 0 16 20 3 289 0 292 0 0 0 0 1,226 20 1,246 0.91 8:00-9:008:15-9:15 0 852 3 855 1 0 15 16 2 284 0 286 0 0 0 0 1,141 16 1,157 0.89 8:15-9:158:30-9:30 0 806 2 808 2 0 13 15 4 286 0 290 0 0 0 0 1,098 15 1,113 0.86 8:30-9:30

AM Peak AM Peak7:15-8:15 0 961 5 966 13 0 11 24 3 325 0 328 0 0 0 0 1,294 24 1,318 0.93 7:15-8:15

PM4:00-4:15 0 92 1 93 0 0 1 1 2 192 0 194 0 0 0 0 287 1 288 4:00-4:154:15-4:30 0 110 2 112 2 0 3 5 8 183 0 191 0 0 0 0 303 5 308 4:15-4:304:30-4:45 0 97 2 99 1 0 3 4 1 208 0 209 0 0 0 0 308 4 312 4:30-4:454:45-5:00 0 113 2 115 1 0 1 2 2 230 0 232 0 0 0 0 347 2 349 4:45-5:005:00-5:15 0 96 0 96 0 0 1 1 7 231 0 238 0 0 0 0 334 1 335 5:00-5:155:15-5:30 0 111 0 111 0 0 3 3 2 215 0 217 0 0 0 0 328 3 331 5:15-5:305:30-5:45 0 115 2 117 1 0 1 2 6 223 0 229 0 0 0 0 346 2 348 5:30-5:455:45-6:00 0 113 3 116 2 0 1 3 1 260 0 261 0 0 0 0 377 3 380 5:45-6:006:00-6:15 0 106 3 109 0 0 1 1 3 233 0 236 0 0 0 0 345 1 346 6:00-6:156:15-6:30 0 97 1 98 1 0 1 2 3 202 0 205 0 0 0 0 303 2 305 6:15-6:306:30-6:45 0 107 2 109 1 0 1 2 3 225 0 228 0 0 0 0 337 2 339 6:30-6:456:45-7:00 0 98 1 99 2 0 1 3 5 181 0 186 0 0 0 0 285 3 288 6:45-7:00


4:00-5:00 0 412 7 419 4 0 8 12 13 813 0 826 0 0 0 0 1,245 12 1,257 0.90 4:00-5:004:15-5:15 0 416 6 422 4 0 8 12 18 852 0 870 0 0 0 0 1,292 12 1,304 0.93 4:15-5:154:30-5:30 0 417 4 421 2 0 8 10 12 884 0 896 0 0 0 0 1,317 10 1,327 0.95 4:30-5:304:45-5:45 0 435 4 439 2 0 6 8 17 899 0 916 0 0 0 0 1,355 8 1,363 0.98 4:45-5:455:00-6:00 0 435 5 440 3 0 6 9 16 929 0 945 0 0 0 0 1,385 9 1,394 0.92 5:00-6:005:15-6:15 0 445 8 453 3 0 6 9 12 931 0 943 0 0 0 0 1,396 9 1,405 0.92 5:15-6:155:30-6:30 0 431 9 440 4 0 4 8 13 918 0 931 0 0 0 0 1,371 8 1,379 0.91 5:30-6:305:45-6:45 0 423 9 432 4 0 4 8 10 920 0 930 0 0 0 0 1,362 8 1,370 0.90 5:45-6:456:00-7:00 0 408 7 415 4 0 4 8 14 841 0 855 0 0 0 0 1,270 8 1,278 0.92 6:00-7:00

PM Peak PM Peak5:15-6:15 0 445 8 453 3 0 6 9 12 931 0 943 0 0 0 0 1,396 9 1,405 0.92 5:15-6:15

Northbound EastboundMontgomery Village Avenue Greenside Terrace Montgomery Village Avenue 0


4/27/2016


B-11


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Meadowcroft Ln. WEATHER: clear WESTBOUND ROAD: 0LOCATION: Montgomery Co.,MD COUNTED BY: Alba & Mina EASTBOUND ROAD: Meadowcroft Lane




AM6:30-6:45 0 122 0 122 0 0 0 0 0 38 0 38 3 0 1 4 160 4 164 6:30-6:456:45-7:00 0 184 0 184 0 0 0 0 0 44 1 45 10 0 1 11 229 11 240 6:45-7:007:00-7:15 1 185 0 186 0 0 0 0 0 50 1 51 9 0 2 11 237 11 248 7:00-7:157:15-7:30 0 187 0 187 0 0 0 0 0 96 0 96 8 0 0 8 283 8 291 7:15-7:307:30-7:45 1 240 0 241 0 0 0 0 0 90 4 94 18 0 0 18 335 18 353 7:30-7:457:45-8:00 0 225 0 225 0 0 0 0 0 74 3 77 12 0 0 12 302 12 314 7:45-8:008:00-8:15 1 232 0 233 0 0 0 0 0 89 0 89 15 0 1 16 322 16 338 8:00-8:158:15-8:30 0 197 0 197 0 0 0 0 0 64 4 68 15 0 0 15 265 15 280 8:15-8:308:30-8:45 2 249 0 251 0 0 0 0 0 46 6 52 11 0 1 12 303 12 315 8:30-8:458:45-9:00 2 167 0 169 0 0 0 0 0 75 0 75 11 0 0 11 244 11 255 8:45-9:009:00-9:15 1 147 0 148 0 0 0 0 0 78 5 83 11 0 1 12 231 12 243 9:00-9:159:15-9:30 0 155 0 155 0 0 0 0 0 74 0 74 5 0 0 5 229 5 234 9:15-9:30


6:30-7:30 1 678 0 679 0 0 0 0 0 228 2 230 30 0 4 34 909 34 943 0.81 6:30-7:306:45-7:45 2 796 0 798 0 0 0 0 0 280 6 286 45 0 3 48 1,084 48 1,132 0.80 6:45-7:457:00-8:00 2 837 0 839 0 0 0 0 0 310 8 318 47 0 2 49 1,157 49 1,206 0.85 7:00-8:007:15-8:15 2 884 0 886 0 0 0 0 0 349 7 356 53 0 1 54 1,242 54 1,296 0.92 7:15-8:157:30-8:30 2 894 0 896 0 0 0 0 0 317 11 328 60 0 1 61 1,224 61 1,285 0.91 7:30-8:307:45-8:45 3 903 0 906 0 0 0 0 0 273 13 286 53 0 2 55 1,192 55 1,247 0.92 7:45-8:458:00-9:00 5 845 0 850 0 0 0 0 0 274 10 284 52 0 2 54 1,134 54 1,188 0.88 8:00-9:008:15-9:15 5 760 0 765 0 0 0 0 0 263 15 278 48 0 2 50 1,043 50 1,093 0.87 8:15-9:158:30-9:30 5 718 0 723 0 0 0 0 0 273 11 284 38 0 2 40 1,007 40 1,047 0.83 8:30-9:30

AM Peak AM Peak7:15-8:15 2 884 0 886 0 0 0 0 0 349 7 356 53 0 1 54 1,242 54 1,296 0.92 7:15-8:15

PM4:00-4:15 0 100 0 100 0 0 0 0 0 242 4 246 5 0 1 6 346 6 352 4:00-4:154:15-4:30 5 84 0 89 0 0 0 0 0 177 10 187 3 0 1 4 276 4 280 4:15-4:304:30-4:45 3 99 0 102 0 0 0 0 0 201 7 208 4 0 3 7 310 7 317 4:30-4:454:45-5:00 4 81 0 85 0 0 0 0 0 203 9 212 2 0 2 4 297 4 301 4:45-5:005:00-5:15 0 94 0 94 0 0 0 0 0 211 6 217 3 0 3 6 311 6 317 5:00-5:155:15-5:30 2 89 0 91 0 0 0 0 0 184 4 188 6 0 1 7 279 7 286 5:15-5:305:30-5:45 5 103 0 108 0 0 0 0 0 218 9 227 9 0 3 12 335 12 347 5:30-5:455:45-6:00 2 111 0 113 0 0 0 0 0 241 9 250 1 0 3 4 363 4 367 5:45-6:006:00-6:15 3 94 0 97 0 0 0 0 0 207 12 219 6 0 2 8 316 8 324 6:00-6:156:15-6:30 1 93 0 94 0 0 0 0 0 193 9 202 2 0 1 3 296 3 299 6:15-6:306:30-6:45 1 97 0 98 0 0 0 0 0 205 6 211 3 0 1 4 309 4 313 6:30-6:456:45-7:00 1 83 0 84 0 0 0 0 0 169 11 180 4 0 3 7 264 7 271 6:45-7:00


4:00-5:00 12 364 0 376 0 0 0 0 0 823 30 853 14 0 7 21 1,229 21 1,250 0.89 4:00-5:004:15-5:15 12 358 0 370 0 0 0 0 0 792 32 824 12 0 9 21 1,194 21 1,215 0.96 4:15-5:154:30-5:30 9 363 0 372 0 0 0 0 0 799 26 825 15 0 9 24 1,197 24 1,221 0.96 4:30-5:304:45-5:45 11 367 0 378 0 0 0 0 0 816 28 844 20 0 9 29 1,222 29 1,251 0.90 4:45-5:455:00-6:00 9 397 0 406 0 0 0 0 0 854 28 882 19 0 10 29 1,288 29 1,317 0.90 5:00-6:005:15-6:15 12 397 0 409 0 0 0 0 0 850 34 884 22 0 9 31 1,293 31 1,324 0.90 5:15-6:155:30-6:30 11 401 0 412 0 0 0 0 0 859 39 898 18 0 9 27 1,310 27 1,337 0.91 5:30-6:305:45-6:45 7 395 0 402 0 0 0 0 0 846 36 882 12 0 7 19 1,284 19 1,303 0.89 5:45-6:456:00-7:00 6 367 0 373 0 0 0 0 0 774 38 812 15 0 7 22 1,185 22 1,207 0.93 6:00-7:00

PM Peak PM Peak5:30-6:30 11 401 0 412 0 0 0 0 0 859 39 898 18 0 9 27 1,310 27 1,337 0.91 5:30-6:30

Northbound EastboundMontgomery Village Avenue 0 Montgomery Village Avenue Meadowcroft Lane


4/27/2016


B-12


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Stewartown Rd. WEATHER: clear WESTBOUND ROAD: Stewartown RoadLOCATION: Montgomery Co.,MD COUNTED BY: Matt EASTBOUND ROAD: 0




AM6:30-6:45 0 152 4 156 6 0 6 12 3 33 0 36 0 0 0 0 192 12 204 6:30-6:456:45-7:00 0 205 5 210 1 0 8 9 4 47 0 51 0 0 0 0 261 9 270 6:45-7:007:00-7:15 0 205 6 211 5 0 12 17 4 46 0 50 0 0 0 0 261 17 278 7:00-7:157:15-7:30 0 212 8 220 10 0 11 21 2 83 0 85 0 0 0 0 305 21 326 7:15-7:307:30-7:45 0 260 4 264 12 0 15 27 2 73 0 75 0 0 0 0 339 27 366 7:30-7:457:45-8:00 0 247 9 256 6 0 27 33 10 70 0 80 0 0 0 0 336 33 369 7:45-8:008:00-8:15 0 247 7 254 6 0 19 25 7 90 0 97 0 0 0 0 351 25 376 8:00-8:158:15-8:30 0 215 3 218 10 0 11 21 7 62 0 69 0 0 0 0 287 21 308 8:15-8:308:30-8:45 0 264 3 267 6 0 10 16 7 54 0 61 0 0 0 0 328 16 344 8:30-8:458:45-9:00 0 188 2 190 4 0 12 16 7 93 0 100 0 0 0 0 290 16 306 8:45-9:009:00-9:15 0 166 3 169 3 0 8 11 7 78 0 85 0 0 0 0 254 11 265 9:00-9:159:15-9:30 0 167 5 172 6 0 4 10 3 66 0 69 0 0 0 0 241 10 251 9:15-9:30


6:30-7:30 0 774 23 797 22 0 37 59 13 209 0 222 0 0 0 0 1,019 59 1,078 0.83 6:30-7:306:45-7:45 0 882 23 905 28 0 46 74 12 249 0 261 0 0 0 0 1,166 74 1,240 0.85 6:45-7:457:00-8:00 0 924 27 951 33 0 65 98 18 272 0 290 0 0 0 0 1,241 98 1,339 0.91 7:00-8:007:15-8:15 0 966 28 994 34 0 72 106 21 316 0 337 0 0 0 0 1,331 106 1,437 0.96 7:15-8:157:30-8:30 0 969 23 992 34 0 72 106 26 295 0 321 0 0 0 0 1,313 106 1,419 0.94 7:30-8:307:45-8:45 0 973 22 995 28 0 67 95 31 276 0 307 0 0 0 0 1,302 95 1,397 0.93 7:45-8:458:00-9:00 0 914 15 929 26 0 52 78 28 299 0 327 0 0 0 0 1,256 78 1,334 0.89 8:00-9:008:15-9:15 0 833 11 844 23 0 41 64 28 287 0 315 0 0 0 0 1,159 64 1,223 0.89 8:15-9:158:30-9:30 0 785 13 798 19 0 34 53 24 291 0 315 0 0 0 0 1,113 53 1,166 0.85 8:30-9:30

AM Peak AM Peak7:15-8:15 0 966 28 994 34 0 72 106 21 316 0 337 0 0 0 0 1,331 106 1,437 0.96 7:15-8:15

PM4:00-4:15 0 89 6 95 7 0 4 11 12 191 0 203 0 0 0 0 298 11 309 4:00-4:154:15-4:30 0 109 5 114 6 0 6 12 9 190 0 199 0 0 0 0 313 12 325 4:15-4:304:30-4:45 0 97 4 101 13 0 14 27 8 207 0 215 0 0 0 0 316 27 343 4:30-4:454:45-5:00 0 106 9 115 11 0 10 21 7 239 0 246 0 0 0 0 361 21 382 4:45-5:005:00-5:15 0 89 9 98 13 0 11 24 9 229 0 238 0 0 0 0 336 24 360 5:00-5:155:15-5:30 0 104 11 115 6 0 15 21 9 202 0 211 0 0 0 0 326 21 347 5:15-5:305:30-5:45 0 112 9 121 16 0 13 29 9 225 0 234 0 0 0 0 355 29 384 5:30-5:455:45-6:00 0 104 13 117 14 0 11 25 7 251 0 258 0 0 0 0 375 25 400 5:45-6:006:00-6:15 0 99 10 109 15 0 2 17 10 223 0 233 0 0 0 0 342 17 359 6:00-6:156:15-6:30 0 90 2 92 10 0 10 20 8 191 0 199 0 0 0 0 291 20 311 6:15-6:306:30-6:45 0 93 10 103 6 0 10 16 13 225 0 238 0 0 0 0 341 16 357 6:30-6:456:45-7:00 0 92 10 102 14 0 4 18 8 178 0 186 0 0 0 0 288 18 306 6:45-7:00


4:00-5:00 0 401 24 425 37 0 34 71 36 827 0 863 0 0 0 0 1,288 71 1,359 0.89 4:00-5:004:15-5:15 0 401 27 428 43 0 41 84 33 865 0 898 0 0 0 0 1,326 84 1,410 0.92 4:15-5:154:30-5:30 0 396 33 429 43 0 50 93 33 877 0 910 0 0 0 0 1,339 93 1,432 0.94 4:30-5:304:45-5:45 0 411 38 449 46 0 49 95 34 895 0 929 0 0 0 0 1,378 95 1,473 0.96 4:45-5:455:00-6:00 0 409 42 451 49 0 50 99 34 907 0 941 0 0 0 0 1,392 99 1,491 0.93 5:00-6:005:15-6:15 0 419 43 462 51 0 41 92 35 901 0 936 0 0 0 0 1,398 92 1,490 0.93 5:15-6:155:30-6:30 0 405 34 439 55 0 36 91 34 890 0 924 0 0 0 0 1,363 91 1,454 0.91 5:30-6:305:45-6:45 0 386 35 421 45 0 33 78 38 890 0 928 0 0 0 0 1,349 78 1,427 0.89 5:45-6:456:00-7:00 0 374 32 406 45 0 26 71 39 817 0 856 0 0 0 0 1,262 71 1,333 0.93 6:00-7:00

PM Peak PM Peak5:00-6:00 0 409 42 451 49 0 50 99 34 907 0 941 0 0 0 0 1,392 99 1,491 0.93 5:00-6:00

Northbound EastboundMontgomery Village Avenue Stewartown Road Montgomery Village Avenue 0


4/27/2016


B-13


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Pleasant Ridge DriveW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Wightman Rd. WEATHER: clear WESTBOUND ROAD: Wightman RoadLOCATION: Montgomery Co.,MD COUNTED BY: Vic & Yajaira EASTBOUND ROAD: Wightman Road




AM6:30-6:45 0 11 2 13 1 33 29 63 30 0 11 41 37 62 0 99 54 162 216 6:30-6:456:45-7:00 0 6 7 13 2 26 55 83 64 3 9 76 54 84 0 138 89 221 310 6:45-7:007:00-7:15 0 12 6 18 5 22 49 76 44 3 10 57 61 62 0 123 75 199 274 7:00-7:157:15-7:30 3 16 4 23 3 30 70 103 57 4 23 84 71 81 2 154 107 257 364 7:15-7:307:30-7:45 4 20 9 33 5 25 70 100 60 1 8 69 65 96 0 161 102 261 363 7:30-7:457:45-8:00 0 10 8 18 7 47 79 133 63 2 21 86 73 99 0 172 104 305 409 7:45-8:008:00-8:15 1 24 15 40 15 45 73 133 67 14 8 89 78 92 0 170 129 303 432 8:00-8:158:15-8:30 2 26 19 47 17 33 68 118 61 12 8 81 67 82 0 149 128 267 395 8:15-8:308:30-8:45 2 13 9 24 7 48 98 153 63 5 2 70 84 83 0 167 94 320 414 8:30-8:458:45-9:00 3 13 9 25 4 34 78 116 79 7 9 95 70 66 0 136 120 252 372 8:45-9:009:00-9:15 0 14 9 23 18 45 68 131 53 18 15 86 51 65 0 116 109 247 356 9:00-9:159:15-9:30 1 24 21 46 6 32 64 102 38 9 10 57 45 32 2 79 103 181 284 9:15-9:30

3 HourTotals 16 189 118 323 90 420 801 1,311 679 78 134 891 756 904 4 1,664 1,214 2,975 4,1891 HourTotals

6:30-7:30 3 45 19 67 11 111 203 325 195 10 53 258 223 289 2 514 325 839 1,164 0.80 6:30-7:306:45-7:45 7 54 26 87 15 103 244 362 225 11 50 286 251 323 2 576 373 938 1,311 0.90 6:45-7:457:00-8:00 7 58 27 92 20 124 268 412 224 10 62 296 270 338 2 610 388 1,022 1,410 0.86 7:00-8:007:15-8:15 8 70 36 114 30 147 292 469 247 21 60 328 287 368 2 657 442 1,126 1,568 0.91 7:15-8:157:30-8:30 7 80 51 138 44 150 290 484 251 29 45 325 283 369 0 652 463 1,136 1,599 0.93 7:30-8:307:45-8:45 5 73 51 129 46 173 318 537 254 33 39 326 302 356 0 658 455 1,195 1,650 0.95 7:45-8:458:00-9:00 8 76 52 136 43 160 317 520 270 38 27 335 299 323 0 622 471 1,142 1,613 0.93 8:00-9:008:15-9:15 7 66 46 119 46 160 312 518 256 42 34 332 272 296 0 568 451 1,086 1,537 0.93 8:15-9:158:30-9:30 6 64 48 118 35 159 308 502 233 39 36 308 250 246 2 498 426 1,000 1,426 0.86 8:30-9:30

AM Peak AM Peak7:45-8:45 5 73 51 129 46 173 318 537 254 33 39 326 302 356 0 658 455 1,195 1,650 0.95 7:45-8:45

PM4:00-4:15 0 11 6 17 8 70 49 127 75 13 43 131 17 29 0 46 148 173 321 4:00-4:154:15-4:30 0 8 9 17 9 77 78 164 92 12 63 167 26 43 0 69 184 233 417 4:15-4:304:30-4:45 1 2 7 10 10 93 65 168 91 9 54 154 23 48 1 72 164 240 404 4:30-4:454:45-5:00 1 10 3 14 17 92 46 155 83 12 65 160 43 58 0 101 174 256 430 4:45-5:005:00-5:15 1 7 6 14 4 96 76 176 104 13 64 181 34 47 0 81 195 257 452 5:00-5:155:15-5:30 1 5 9 15 16 116 70 202 103 8 76 187 25 59 1 85 202 287 489 5:15-5:305:30-5:45 0 10 9 19 10 102 76 188 94 10 64 168 38 52 2 92 187 280 467 5:30-5:455:45-6:00 0 7 2 9 8 106 73 187 93 9 66 168 33 55 1 89 177 276 453 5:45-6:006:00-6:15 0 6 4 10 17 97 69 183 95 8 56 159 25 46 0 71 169 254 423 6:00-6:156:15-6:30 2 2 4 8 13 93 53 159 72 15 61 148 27 54 3 84 156 243 399 6:15-6:306:30-6:45 0 7 7 14 12 62 60 134 67 10 59 136 27 37 2 66 150 200 350 6:30-6:456:45-7:00 3 7 7 17 5 69 70 144 76 8 48 132 20 47 1 68 149 212 361 6:45-7:00

3 HourTotals 9 82 73 164 129 1,073 785 1,987 1,045 127 719 1,891 338 575 11 924 2,055 2,911 4,9661 HourTotals

4:00-5:00 2 31 25 58 44 332 238 614 341 46 225 612 109 178 1 288 670 902 1,572 0.91 4:00-5:004:15-5:15 3 27 25 55 40 358 265 663 370 46 246 662 126 196 1 323 717 986 1,703 0.94 4:15-5:154:30-5:30 4 24 25 53 47 397 257 701 381 42 259 682 125 212 2 339 735 1,040 1,775 0.91 4:30-5:304:45-5:45 3 32 27 62 47 406 268 721 384 43 269 696 140 216 3 359 758 1,080 1,838 0.94 4:45-5:455:00-6:00 2 29 26 57 38 420 295 753 394 40 270 704 130 213 4 347 761 1,100 1,861 0.95 5:00-6:005:15-6:15 1 28 24 53 51 421 288 760 385 35 262 682 121 212 4 337 735 1,097 1,832 0.94 5:15-6:155:30-6:30 2 25 19 46 48 398 271 717 354 42 247 643 123 207 6 336 689 1,053 1,742 0.93 5:30-6:305:45-6:45 2 22 17 41 50 358 255 663 327 42 242 611 112 192 6 310 652 973 1,625 0.90 5:45-6:456:00-7:00 5 22 22 49 47 321 252 620 310 41 224 575 99 184 6 289 624 909 1,533 0.91 6:00-7:00

PM Peak PM Peak5:00-6:00 2 29 26 57 38 420 295 753 394 40 270 704 130 213 4 347 761 1,100 1,861 0.95 5:00-6:00

Northbound EastboundPleasant Ridge Drive Wightman Road Montgomery Village Avenue Wightman Road


4/27/2016


B-14


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Apple Ridge Rd. WEATHER: clear WESTBOUND ROAD: Apple Ridge RoadLOCATION: Montgomery Co.,MD COUNTED BY: Ger & Jovana EASTBOUND ROAD: Apple Ridge Road




AM6:30-6:45 6 37 26 69 19 7 10 36 8 24 3 35 13 4 6 23 104 59 163 6:30-6:456:45-7:00 11 44 29 84 26 5 8 39 10 32 13 55 16 4 7 27 139 66 205 6:45-7:007:00-7:15 21 32 27 80 43 26 17 86 9 40 29 78 24 12 5 41 158 127 285 7:00-7:157:15-7:30 40 60 32 132 44 69 16 129 12 42 69 123 48 21 15 84 255 213 468 7:15-7:307:30-7:45 31 55 38 124 42 97 9 148 17 50 62 129 107 47 18 172 253 320 573 7:30-7:457:45-8:00 10 83 49 142 51 21 12 84 12 66 26 104 49 24 9 82 246 166 412 7:45-8:008:00-8:15 10 79 48 137 50 8 17 75 9 49 13 71 24 2 7 33 208 108 316 8:00-8:158:15-8:30 9 87 56 152 54 4 21 79 13 44 4 61 24 5 5 34 213 113 326 8:15-8:308:30-8:45 1 67 32 100 55 11 21 87 15 46 8 69 11 8 4 23 169 110 279 8:30-8:458:45-9:00 1 92 49 142 52 2 15 69 13 66 6 85 13 2 3 18 227 87 314 8:45-9:009:00-9:15 4 58 37 99 45 5 27 77 9 60 14 83 15 5 2 22 182 99 281 9:00-9:159:15-9:30 3 45 30 78 49 8 20 77 9 69 11 89 11 5 5 21 167 98 265 9:15-9:30

3 HourTotals 147 739 453 1,339 530 263 193 986 136 588 258 982 355 139 86 580 2,321 1,566 3,8871 HourTotals

6:30-7:30 78 173 114 365 132 107 51 290 39 138 114 291 101 41 33 175 656 465 1,121 0.60 6:30-7:306:45-7:45 103 191 126 420 155 197 50 402 48 164 173 385 195 84 45 324 805 726 1,531 0.67 6:45-7:457:00-8:00 102 230 146 478 180 213 54 447 50 198 186 434 228 104 47 379 912 826 1,738 0.76 7:00-8:007:15-8:15 91 277 167 535 187 195 54 436 50 207 170 427 228 94 49 371 962 807 1,769 0.77 7:15-8:157:30-8:30 60 304 191 555 197 130 59 386 51 209 105 365 204 78 39 321 920 707 1,627 0.71 7:30-8:307:45-8:45 30 316 185 531 210 44 71 325 49 205 51 305 108 39 25 172 836 497 1,333 0.81 7:45-8:458:00-9:00 21 325 185 531 211 25 74 310 50 205 31 286 72 17 19 108 817 418 1,235 0.95 8:00-9:008:15-9:15 15 304 174 493 206 22 84 312 50 216 32 298 63 20 14 97 791 409 1,200 0.92 8:15-9:158:30-9:30 9 262 148 419 201 26 83 310 46 241 39 326 50 20 14 84 745 394 1,139 0.91 8:30-9:30

AM Peak AM Peak7:15-8:15 91 277 167 535 187 195 54 436 50 207 170 427 228 94 49 371 962 807 1,769 0.77 7:15-8:15

PM4:00-4:15 9 69 48 126 47 4 10 61 30 96 12 138 15 12 9 36 264 97 361 4:00-4:154:15-4:30 9 65 42 116 63 7 22 92 31 90 18 139 18 12 12 42 255 134 389 4:15-4:304:30-4:45 6 70 58 134 55 5 14 74 15 93 25 133 17 10 5 32 267 106 373 4:30-4:454:45-5:00 7 73 58 138 60 6 25 91 33 81 20 134 9 7 8 24 272 115 387 4:45-5:005:00-5:15 6 61 79 146 59 10 26 95 34 98 18 150 12 8 13 33 296 128 424 5:00-5:155:15-5:30 8 95 84 187 44 15 13 72 24 103 12 139 7 10 4 21 326 93 419 5:15-5:305:30-5:45 17 86 66 169 53 8 16 77 32 112 14 158 11 10 12 33 327 110 437 5:30-5:455:45-6:00 16 79 91 186 54 15 13 82 32 97 19 148 17 12 10 39 334 121 455 5:45-6:006:00-6:15 20 74 58 152 55 15 23 93 30 100 26 156 16 10 10 36 308 129 437 6:00-6:156:15-6:30 8 81 58 147 53 4 11 68 21 98 23 142 7 6 7 20 289 88 377 6:15-6:306:30-6:45 8 77 64 149 55 6 16 77 27 83 15 125 9 12 3 24 274 101 375 6:30-6:456:45-7:00 6 35 43 84 50 12 22 84 30 60 10 100 17 5 26 48 184 132 316 6:45-7:00

3 HourTotals 120 865 749 1,734 648 107 211 966 339 1,111 212 1,662 155 114 119 388 3,396 1,354 4,7501 HourTotals

4:00-5:00 31 277 206 514 225 22 71 318 109 360 75 544 59 41 34 134 1,058 452 1,510 0.97 4:00-5:004:15-5:15 28 269 237 534 237 28 87 352 113 362 81 556 56 37 38 131 1,090 483 1,573 0.93 4:15-5:154:30-5:30 27 299 279 605 218 36 78 332 106 375 75 556 45 35 30 110 1,161 442 1,603 0.95 4:30-5:304:45-5:45 38 315 287 640 216 39 80 335 123 394 64 581 39 35 37 111 1,221 446 1,667 0.95 4:45-5:455:00-6:00 47 321 320 688 210 48 68 326 122 410 63 595 47 40 39 126 1,283 452 1,735 0.95 5:00-6:005:15-6:15 61 334 299 694 206 53 65 324 118 412 71 601 51 42 36 129 1,295 453 1,748 0.96 5:15-6:155:30-6:30 61 320 273 654 215 42 63 320 115 407 82 604 51 38 39 128 1,258 448 1,706 0.94 5:30-6:305:45-6:45 52 311 271 634 217 40 63 320 110 378 83 571 49 40 30 119 1,205 439 1,644 0.90 5:45-6:456:00-7:00 42 267 223 532 213 37 72 322 108 341 74 523 49 33 46 128 1,055 450 1,505 0.86 6:00-7:00

PM Peak PM Peak5:15-6:15 61 334 299 694 206 53 65 324 118 412 71 601 51 42 36 129 1,295 453 1,748 0.96 5:15-6:15

Northbound EastboundWatkins Mill Road Apple Ridge Road Watkins Mill Road Apple Ridge Road


4/28/2016


B-15


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Club House Rd. WEATHER: clear WESTBOUND ROAD: Club House RoadLOCATION: Montgomery Co.,MD COUNTED BY: Salih & Damir EASTBOUND ROAD: 0




AM6:30-6:45 0 58 47 105 18 0 5 23 8 18 0 26 0 0 0 0 131 23 154 6:30-6:456:45-7:00 0 66 40 106 29 0 12 41 6 25 0 31 0 0 0 0 137 41 178 6:45-7:007:00-7:15 0 71 47 118 40 0 8 48 4 30 0 34 0 0 0 0 152 48 200 7:00-7:157:15-7:30 0 96 60 156 66 0 20 86 7 52 0 59 0 0 0 0 215 86 301 7:15-7:307:30-7:45 0 127 87 214 76 0 31 107 18 42 0 60 0 0 0 0 274 107 381 7:30-7:457:45-8:00 0 115 81 196 61 0 47 108 30 35 0 65 0 0 0 0 261 108 369 7:45-8:008:00-8:15 0 98 58 156 32 0 33 65 30 31 0 61 0 0 0 0 217 65 282 8:00-8:158:15-8:30 0 101 68 169 43 0 20 63 10 31 0 41 0 0 0 0 210 63 273 8:15-8:308:30-8:45 0 75 41 116 53 0 14 67 13 26 0 39 0 0 0 0 155 67 222 8:30-8:458:45-9:00 0 72 62 134 59 0 21 80 14 32 0 46 0 0 0 0 180 80 260 8:45-9:009:00-9:15 0 74 40 114 49 0 12 61 10 36 0 46 0 0 0 0 160 61 221 9:00-9:159:15-9:30 0 62 40 102 51 0 14 65 12 28 0 40 0 0 0 0 142 65 207 9:15-9:30


6:30-7:30 0 291 194 485 153 0 45 198 25 125 0 150 0 0 0 0 635 198 833 0.69 6:30-7:306:45-7:45 0 360 234 594 211 0 71 282 35 149 0 184 0 0 0 0 778 282 1,060 0.70 6:45-7:457:00-8:00 0 409 275 684 243 0 106 349 59 159 0 218 0 0 0 0 902 349 1,251 0.82 7:00-8:007:15-8:15 0 436 286 722 235 0 131 366 85 160 0 245 0 0 0 0 967 366 1,333 0.87 7:15-8:157:30-8:30 0 441 294 735 212 0 131 343 88 139 0 227 0 0 0 0 962 343 1,305 0.86 7:30-8:307:45-8:45 0 389 248 637 189 0 114 303 83 123 0 206 0 0 0 0 843 303 1,146 0.78 7:45-8:458:00-9:00 0 346 229 575 187 0 88 275 67 120 0 187 0 0 0 0 762 275 1,037 0.92 8:00-9:008:15-9:15 0 322 211 533 204 0 67 271 47 125 0 172 0 0 0 0 705 271 976 0.89 8:15-9:158:30-9:30 0 283 183 466 212 0 61 273 49 122 0 171 0 0 0 0 637 273 910 0.88 8:30-9:30

AM Peak AM Peak7:15-8:15 0 436 286 722 235 0 131 366 85 160 0 245 0 0 0 0 967 366 1,333 0.87 7:15-8:15

PM4:00-4:15 0 55 47 102 70 0 13 83 28 72 0 100 0 0 0 0 202 83 285 4:00-4:154:15-4:30 0 83 50 133 70 0 11 81 24 80 0 104 0 0 0 0 237 81 318 4:15-4:304:30-4:45 0 76 51 127 82 0 9 91 23 71 0 94 0 0 0 0 221 91 312 4:30-4:454:45-5:00 0 62 42 104 78 0 10 88 29 85 0 114 0 0 0 0 218 88 306 4:45-5:005:00-5:15 0 54 45 99 89 0 14 103 23 97 0 120 0 0 0 0 219 103 322 5:00-5:155:15-5:30 0 63 55 118 92 0 11 103 28 82 0 110 0 0 0 0 228 103 331 5:15-5:305:30-5:45 0 80 55 135 103 0 13 116 26 107 0 133 0 0 0 0 268 116 384 5:30-5:455:45-6:00 0 74 63 137 78 0 15 93 21 113 0 134 0 0 0 0 271 93 364 5:45-6:006:00-6:15 0 64 57 121 99 0 8 107 25 116 0 141 0 0 0 0 262 107 369 6:00-6:156:15-6:30 0 53 59 112 85 0 8 93 24 84 0 108 0 0 0 0 220 93 313 6:15-6:306:30-6:45 0 52 45 97 68 0 8 76 20 95 0 115 0 0 0 0 212 76 288 6:30-6:456:45-7:00 0 44 36 80 57 0 7 64 12 81 0 93 0 0 0 0 173 64 237 6:45-7:00

3 HourTotals 0 760 605 1,365 971 0 127 1,098 283 1,083 0 1,366 0 0 0 0 2,731 1,098 3,8291 HourTotals

4:00-5:00 0 276 190 466 300 0 43 343 104 308 0 412 0 0 0 0 878 343 1,221 0.96 4:00-5:004:15-5:15 0 275 188 463 319 0 44 363 99 333 0 432 0 0 0 0 895 363 1,258 0.98 4:15-5:154:30-5:30 0 255 193 448 341 0 44 385 103 335 0 438 0 0 0 0 886 385 1,271 0.96 4:30-5:304:45-5:45 0 259 197 456 362 0 48 410 106 371 0 477 0 0 0 0 933 410 1,343 0.87 4:45-5:455:00-6:00 0 271 218 489 362 0 53 415 98 399 0 497 0 0 0 0 986 415 1,401 0.91 5:00-6:005:15-6:15 0 281 230 511 372 0 47 419 100 418 0 518 0 0 0 0 1,029 419 1,448 0.94 5:15-6:155:30-6:30 0 271 234 505 365 0 44 409 96 420 0 516 0 0 0 0 1,021 409 1,430 0.93 5:30-6:305:45-6:45 0 243 224 467 330 0 39 369 90 408 0 498 0 0 0 0 965 369 1,334 0.90 5:45-6:456:00-7:00 0 213 197 410 309 0 31 340 81 376 0 457 0 0 0 0 867 340 1,207 0.82 6:00-7:00

PM Peak PM Peak5:15-6:15 0 281 230 511 372 0 47 419 100 418 0 518 0 0 0 0 1,029 419 1,448 0.94 5:15-6:15

Northbound EastboundWatkins Mill Road Club House Road Watkins Mill Road 0


4/28/2016


B-16


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Crested Iris Dr. WEATHER: clear WESTBOUND ROAD: 0LOCATION: Montgomery Co.,MD COUNTED BY: Luz & Demo EASTBOUND ROAD: Crested Iris Drive




AM6:30-6:45 0 67 0 67 0 0 0 0 0 37 1 38 11 0 2 13 105 13 118 6:30-6:456:45-7:00 0 78 0 78 0 0 0 0 0 60 4 64 6 0 2 8 142 8 150 6:45-7:007:00-7:15 2 94 0 96 0 0 0 0 0 86 2 88 14 0 6 20 184 20 204 7:00-7:157:15-7:30 5 123 0 128 0 0 0 0 0 152 1 153 10 0 2 12 281 12 293 7:15-7:307:30-7:45 1 180 0 181 0 0 0 0 0 166 3 169 11 0 4 15 350 15 365 7:30-7:457:45-8:00 2 157 0 159 0 0 0 0 0 122 1 123 14 0 4 18 282 18 300 7:45-8:008:00-8:15 2 130 0 132 0 0 0 0 0 81 1 82 6 0 2 8 214 8 222 8:00-8:158:15-8:30 3 148 0 151 0 0 0 0 0 92 1 93 10 0 4 14 244 14 258 8:15-8:308:30-8:45 0 106 0 106 0 0 0 0 0 81 3 84 12 0 3 15 190 15 205 8:30-8:458:45-9:00 2 129 0 131 0 0 0 0 0 86 3 89 7 0 0 7 220 7 227 8:45-9:009:00-9:15 2 118 0 120 0 0 0 0 0 89 5 94 11 0 4 15 214 15 229 9:00-9:159:15-9:30 1 89 0 90 0 0 0 0 0 117 2 119 6 0 1 7 209 7 216 9:15-9:30


6:30-7:30 7 362 0 369 0 0 0 0 0 335 8 343 41 0 12 53 712 53 765 0.65 6:30-7:306:45-7:45 8 475 0 483 0 0 0 0 0 464 10 474 41 0 14 55 957 55 1,012 0.69 6:45-7:457:00-8:00 10 554 0 564 0 0 0 0 0 526 7 533 49 0 16 65 1,097 65 1,162 0.80 7:00-8:007:15-8:15 10 590 0 600 0 0 0 0 0 521 6 527 41 0 12 53 1,127 53 1,180 0.81 7:15-8:157:30-8:30 8 615 0 623 0 0 0 0 0 461 6 467 41 0 14 55 1,090 55 1,145 0.78 7:30-8:307:45-8:45 7 541 0 548 0 0 0 0 0 376 6 382 42 0 13 55 930 55 985 0.82 7:45-8:458:00-9:00 7 513 0 520 0 0 0 0 0 340 8 348 35 0 9 44 868 44 912 0.88 8:00-9:008:15-9:15 7 501 0 508 0 0 0 0 0 348 12 360 40 0 11 51 868 51 919 0.89 8:15-9:158:30-9:30 5 442 0 447 0 0 0 0 0 373 13 386 36 0 8 44 833 44 877 0.96 8:30-9:30

AM Peak AM Peak7:15-8:15 10 590 0 600 0 0 0 0 0 521 6 527 41 0 12 53 1,127 53 1,180 0.81 7:15-8:15

PM4:00-4:15 2 109 0 111 0 0 0 0 0 169 5 174 4 0 1 5 285 5 290 4:00-4:154:15-4:30 6 114 0 120 0 0 0 0 0 141 13 154 4 0 4 8 274 8 282 4:15-4:304:30-4:45 2 111 0 113 0 0 0 0 0 135 6 141 7 0 1 8 254 8 262 4:30-4:454:45-5:00 1 111 0 112 0 0 0 0 0 145 7 152 5 0 3 8 264 8 272 4:45-5:005:00-5:15 3 99 0 102 0 0 0 0 0 190 7 197 4 0 1 5 299 5 304 5:00-5:155:15-5:30 4 112 0 116 0 0 0 0 0 148 11 159 2 0 0 2 275 2 277 5:15-5:305:30-5:45 1 124 0 125 0 0 0 0 0 192 9 201 5 0 3 8 326 8 334 5:30-5:455:45-6:00 3 127 0 130 0 0 0 0 0 178 12 190 8 0 5 13 320 13 333 5:45-6:006:00-6:15 3 106 0 109 0 0 0 0 0 206 14 220 10 0 4 14 329 14 343 6:00-6:156:15-6:30 4 112 0 116 0 0 0 0 0 172 12 184 5 0 3 8 300 8 308 6:15-6:306:30-6:45 2 94 0 96 0 0 0 0 0 151 14 165 3 0 2 5 261 5 266 6:30-6:456:45-7:00 2 71 0 73 0 0 0 0 0 128 10 138 1 0 1 2 211 2 213 6:45-7:00


4:00-5:00 11 445 0 456 0 0 0 0 0 590 31 621 20 0 9 29 1,077 29 1,106 0.95 4:00-5:004:15-5:15 12 435 0 447 0 0 0 0 0 611 33 644 20 0 9 29 1,091 29 1,120 0.92 4:15-5:154:30-5:30 10 433 0 443 0 0 0 0 0 618 31 649 18 0 5 23 1,092 23 1,115 0.92 4:30-5:304:45-5:45 9 446 0 455 0 0 0 0 0 675 34 709 16 0 7 23 1,164 23 1,187 0.89 4:45-5:455:00-6:00 11 462 0 473 0 0 0 0 0 708 39 747 19 0 9 28 1,220 28 1,248 0.93 5:00-6:005:15-6:15 11 469 0 480 0 0 0 0 0 724 46 770 25 0 12 37 1,250 37 1,287 0.94 5:15-6:155:30-6:30 11 469 0 480 0 0 0 0 0 748 47 795 28 0 15 43 1,275 43 1,318 0.96 5:30-6:305:45-6:45 12 439 0 451 0 0 0 0 0 707 52 759 26 0 14 40 1,210 40 1,250 0.91 5:45-6:456:00-7:00 11 383 0 394 0 0 0 0 0 657 50 707 19 0 10 29 1,101 29 1,130 0.82 6:00-7:00

PM Peak PM Peak5:30-6:30 11 469 0 480 0 0 0 0 0 748 47 795 28 0 15 43 1,275 43 1,318 0.96 5:30-6:30

Northbound EastboundWatkins Mill Road 0 Watkins Mill Road Crested Iris Drive


4/28/2016


B-17


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Stedwick Rd. WEATHER: clear WESTBOUND ROAD: 0LOCATION: Montgomery Co.,MD COUNTED BY: Majda & Mina EASTBOUND ROAD: Stedwick Road




AM6:30-6:45 5 86 0 91 0 0 0 0 0 32 5 37 16 0 8 24 128 24 152 6:30-6:456:45-7:00 4 88 0 92 0 0 0 0 0 47 7 54 22 0 9 31 146 31 177 6:45-7:007:00-7:15 9 100 0 109 0 0 0 0 0 66 5 71 14 0 12 26 180 26 206 7:00-7:157:15-7:30 11 149 0 160 0 0 0 0 0 112 7 119 15 0 22 37 279 37 316 7:15-7:307:30-7:45 15 197 0 212 0 0 0 0 0 116 5 121 19 0 24 43 333 43 376 7:30-7:457:45-8:00 8 180 0 188 0 0 0 0 0 86 12 98 19 0 9 28 286 28 314 7:45-8:008:00-8:15 10 143 0 153 0 0 0 0 0 58 7 65 16 0 10 26 218 26 244 8:00-8:158:15-8:30 11 139 0 150 0 0 0 0 0 55 19 74 21 0 9 30 224 30 254 8:15-8:308:30-8:45 24 105 0 129 0 0 0 0 0 67 12 79 15 0 9 24 208 24 232 8:30-8:458:45-9:00 30 122 0 152 0 0 0 0 0 73 20 93 17 0 16 33 245 33 278 8:45-9:009:00-9:15 37 94 0 131 0 0 0 0 0 77 13 90 21 0 20 41 221 41 262 9:00-9:159:15-9:30 28 87 0 115 0 0 0 0 0 69 13 82 24 0 32 56 197 56 253 9:15-9:30


6:30-7:30 29 423 0 452 0 0 0 0 0 257 24 281 67 0 51 118 733 118 851 0.67 6:30-7:306:45-7:45 39 534 0 573 0 0 0 0 0 341 24 365 70 0 67 137 938 137 1,075 0.71 6:45-7:457:00-8:00 43 626 0 669 0 0 0 0 0 380 29 409 67 0 67 134 1,078 134 1,212 0.81 7:00-8:007:15-8:15 44 669 0 713 0 0 0 0 0 372 31 403 69 0 65 134 1,116 134 1,250 0.83 7:15-8:157:30-8:30 44 659 0 703 0 0 0 0 0 315 43 358 75 0 52 127 1,061 127 1,188 0.79 7:30-8:307:45-8:45 53 567 0 620 0 0 0 0 0 266 50 316 71 0 37 108 936 108 1,044 0.83 7:45-8:458:00-9:00 75 509 0 584 0 0 0 0 0 253 58 311 69 0 44 113 895 113 1,008 0.91 8:00-9:008:15-9:15 102 460 0 562 0 0 0 0 0 272 64 336 74 0 54 128 898 128 1,026 0.92 8:15-9:158:30-9:30 119 408 0 527 0 0 0 0 0 286 58 344 77 0 77 154 871 154 1,025 0.92 8:30-9:30

AM Peak AM Peak7:15-8:15 44 669 0 713 0 0 0 0 0 372 31 403 69 0 65 134 1,116 134 1,250 0.83 7:15-8:15

PM4:00-4:15 16 99 0 115 0 0 0 0 0 140 9 149 16 0 19 35 264 35 299 4:00-4:154:15-4:30 13 107 0 120 0 0 0 0 0 130 20 150 15 0 19 34 270 34 304 4:15-4:304:30-4:45 11 105 0 116 0 0 0 0 0 138 17 155 15 0 12 27 271 27 298 4:30-4:454:45-5:00 27 93 0 120 0 0 0 0 0 145 17 162 11 0 10 21 282 21 303 4:45-5:005:00-5:15 19 94 0 113 0 0 0 0 0 167 23 190 8 0 10 18 303 18 321 5:00-5:155:15-5:30 16 109 0 125 0 0 0 0 0 157 24 181 8 0 15 23 306 23 329 5:15-5:305:30-5:45 20 116 0 136 0 0 0 0 0 193 22 215 30 0 26 56 351 56 407 5:30-5:455:45-6:00 18 119 0 137 0 0 0 0 0 158 32 190 22 0 24 46 327 46 373 5:45-6:006:00-6:15 15 113 0 128 0 0 0 0 0 193 22 215 13 0 9 22 343 22 365 6:00-6:156:15-6:30 12 102 0 114 0 0 0 0 0 150 27 177 9 0 17 26 291 26 317 6:15-6:306:30-6:45 17 87 0 104 0 0 0 0 0 145 19 164 13 0 12 25 268 25 293 6:30-6:456:45-7:00 11 68 0 79 0 0 0 0 0 120 20 140 11 0 9 20 219 20 239 6:45-7:00


4:00-5:00 67 404 0 471 0 0 0 0 0 553 63 616 57 0 60 117 1,087 117 1,204 0.99 4:00-5:004:15-5:15 70 399 0 469 0 0 0 0 0 580 77 657 49 0 51 100 1,126 100 1,226 0.95 4:15-5:154:30-5:30 73 401 0 474 0 0 0 0 0 607 81 688 42 0 47 89 1,162 89 1,251 0.95 4:30-5:304:45-5:45 82 412 0 494 0 0 0 0 0 662 86 748 57 0 61 118 1,242 118 1,360 0.84 4:45-5:455:00-6:00 73 438 0 511 0 0 0 0 0 675 101 776 68 0 75 143 1,287 143 1,430 0.88 5:00-6:005:15-6:15 69 457 0 526 0 0 0 0 0 701 100 801 73 0 74 147 1,327 147 1,474 0.91 5:15-6:155:30-6:30 65 450 0 515 0 0 0 0 0 694 103 797 74 0 76 150 1,312 150 1,462 0.90 5:30-6:305:45-6:45 62 421 0 483 0 0 0 0 0 646 100 746 57 0 62 119 1,229 119 1,348 0.90 5:45-6:456:00-7:00 55 370 0 425 0 0 0 0 0 608 88 696 46 0 47 93 1,121 93 1,214 0.83 6:00-7:00

PM Peak PM Peak5:15-6:15 69 457 0 526 0 0 0 0 0 701 100 801 73 0 74 147 1,327 147 1,474 0.91 5:15-6:15

Northbound EastboundWatkins Mill Road 0 Watkins Mill Road Stedwick Road


4/28/2016


B-18

AppendixC

PedestrianandBicycleCountData


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Rothbury RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: 0INTERSECTION: Arrowhead Rd. & Rothbury Rd. WEATHER: clear WESTBOUND ROAD: Arrowhead RoadLOCATION: Montgomery Co.,MD COUNTED BY: Muhamed EASTBOUND ROAD: Arrowhead Road

INPUTED BY: agan BIKESTurning Movements



AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 0 2 2 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30

3 HourTotals 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 0 3 31 HourTotals

6:30-7:30 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 0 3 3 0.38 6:30-7:306:45-7:45 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 0 3 3 0.38 6:45-7:457:00-8:00 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 0 2 2 0.25 7:00-8:007:15-8:15 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 1 0 2 2 0.25 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 0 3 3 0.38 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:45-6:456:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:00-7:00

PM Peak PM Peak4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:00

Rothbury Road Arrowhead Road 0 Arrowhead Road


4/27/2016


C-1

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Arrowhead Rd. & Rothbury Rd.

84

Weather:

clear

73

Date:

5

Surveyor:

Muhamed

6

Hourly Pedestrian Count

12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

89

41

00

14

27

17

50

56:45

7:45

11

94

10

01

531

20

50

67:00

8:00

11

51

10

00

523

16

20

57:15

8:15

14

41

00

01

121

18

10

27:30

8:30

95

01

00

11

17

14

10

27:45

8:45

63

01

00

10

11

91

01

8:00

9:00

93

21

00

10

16

12

30

18:15

9:15

62

21

00

00

11

83

00

8:30

9:30

60

20

00

00

86

20

0PM PEAK

16:00

17:00

97

22

00

30

23

16

40

316:15

17:15

97

22

00

30

23

16

40

316:30

17:30

910

22

00

20

25

19

40

216:45

17:45

68

10

00

41

20

14

10

517:00

18:00

513

00

01

21

22

18

01

317:15

18:15

413

00

01

21

21

17

01

317:30

18:30

711

00

01

21

22

18

01

317:45

18:45

512

00

01

00

18

17

01

018:00

19:00

89

00

00

20

19

17

00

2

Rothbury Road

0

Time Period

Arrowhead Road

Arrowhead Road

4/27/2016

C-2


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Centerway Rd. WEATHER: clear WESTBOUND ROAD: Centerway RoadLOCATION: Montgomery Co.,MD COUNTED BY: Salih & Mina EASTBOUND ROAD: Centerway Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:30-7:306:45-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 7:45-8:458:00-9:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 8:00-9:008:15-9:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 8:15-9:158:30-9:30 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 8:30-9:30

AM Peak AM Peak7:45-8:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 7:45-8:45

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:00-6:005:15-6:15 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:45-6:456:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:00-7:00

PM Peak PM Peak4:30-5:30 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:30-5:30


10/27/2016

Southbound Westbound Northbound EastboundGoshen Road Centerway Road Goshen Road Centerway Road

C-3

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Goshen Rd. & Centerway Rd.

84

Weather:

clear

73

Date:

5

Surveyor:

Salih & Mina

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

12

01

10

10

63

11

16:45

7:45

13

01

10

10

74

11

17:00

8:00

14

01

10

10

85

11

17:15

8:15

13

00

10

00

54

01

07:30

8:30

02

00

00

00

22

00

07:45

8:45

01

00

00

00

11

00

08:00

9:00

00

00

01

00

10

01

08:15

9:15

00

00

01

00

10

01

08:30

9:30

00

00

01

00

10

01

0PM PEAK

16:00

17:00

20

70

00

00

92

70

016:15

17:15

40

70

00

00

11

47

00

16:30

17:30

50

70

00

00

12

57

00

16:45

17:45

60

00

00

00

66

00

017:00

18:00

81

00

00

00

99

00

017:15

18:15

62

00

00

00

88

00

017:30

18:30

43

00

00

00

77

00

017:45

18:45

23

00

00

00

55

00

018:00

19:00

03

00

00

00

33

00

0

Goshen Road

Goshen Road

Time Period

Centerway Road

Centerway Road

10/27/2016

C-4


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Rothbury Rd. WEATHER: clear WESTBOUND ROAD: Green Run WayLOCATION: Montgomery Co.,MD COUNTED BY: Luz & Amela EASTBOUND ROAD: Rothbury Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:30-7:306:45-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.25 4:45-5:455:00-6:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.25 5:00-6:005:15-6:15 2 1 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 0 4 0.50 5:15-6:155:30-6:30 2 1 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 0 4 0.50 5:30-6:305:45-6:45 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.25 5:45-6:456:00-7:00 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.25 6:00-7:00

PM Peak PM Peak5:15-6:15 2 1 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4 0 4 0.50 5:15-6:15

Goshen Road Green Run Way Goshen Road Rothbury Road


4/27/2016


C-5

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Goshen Rd. & Rothbury Rd.

84

Weather:

clear

73

Date:

5

Surveyor:

Luz & Amela

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

20

00

00

00

22

00

06:45

7:45

10

00

00

00

11

00

07:00

8:00

00

00

00

00

00

00

07:15

8:15

00

00

00

10

10

00

17:30

8:30

00

00

00

22

40

00

47:45

8:45

00

00

00

22

40

00

48:00

9:00

00

00

00

22

40

00

48:15

9:15

10

00

00

12

41

00

38:30

9:30

10

00

00

00

11

00

0PM PEAK

16:00

17:00

13

00

00

12

74

00

316:15

17:15

34

00

00

12

10

70

03

16:30

17:30

33

00

00

13

10

60

04

16:45

17:45

23

00

00

01

65

00

117:00

18:00

23

00

00

01

65

00

117:15

18:15

04

00

00

03

74

00

317:30

18:30

02

00

00

02

42

00

217:45

18:45

03

00

12

02

83

03

218:00

19:00

03

00

12

12

93

03

3

Goshen Road

Goshen Road

Time Period

Rothbury Road

Green Run Way

4/27/2016

C-6


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Stewartown Rd. WEATHER: clear WESTBOUND ROAD: Trams WayLOCATION: Montgomery Co.,MD COUNTED BY: Laura EASTBOUND ROAD: Stewartown Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 1 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 1 0.25 6:30-7:306:45-7:45 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 1 0.25 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 1 0 1 0.25 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:00-5:004:15-5:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:15-5:154:30-5:30 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:45-6:456:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:00-7:00

PM Peak PM Peak4:00-5:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:00-5:00

Goshen Road Trams Way Goshen Road Stewartown Road


4/27/2016


C-7

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Goshen Rd. & Stewartown Rd.

84

Weather:

clear

73

Date:

5

Surveyor:

Laura

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

32

00

00

00

55

00

06:45

7:45

31

00

00

00

44

00

07:00

8:00

21

00

00

00

33

00

07:15

8:15

01

00

00

00

11

00

07:30

8:30

00

00

00

00

00

00

07:45

8:45

00

00

00

00

00

00

08:00

9:00

00

00

00

00

00

00

08:15

9:15

00

00

00

00

00

00

08:30

9:30

00

00

00

00

00

00

0PM PEAK

16:00

17:00

10

00

00

00

11

00

016:15

17:15

00

00

00

01

10

00

116:30

17:30

00

00

00

01

10

00

116:45

17:45

00

00

00

01

10

00

117:00

18:00

00

00

00

01

10

00

117:15

18:15

00

00

00

00

00

00

017:30

18:30

00

00

00

00

00

00

017:45

18:45

00

00

00

11

20

00

218:00

19:00

00

00

00

11

20

00

2

Goshen Road

Goshen Road

Time Period

Stewartown Road

Trams Way

4/27/2016

C-8


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Goshen RoadW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Goshen RoadINTERSECTION: Goshen Rd. & Wightman Rd. WEATHER: clear WESTBOUND ROAD: Snouffer School RoadLOCATION: Montgomery Co.,MD COUNTED BY: Damir & Marica EASTBOUND ROAD: Wightman Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:30-7:306:45-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 1 1 2 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0.25 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 2 1 2 3 0.38 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 2 1 2 3 0.38 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 2 1 2 3 0.38 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 1 1 2 0.25 5:45-6:456:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:00-7:00

PM Peak PM Peak5:00-6:00 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 2 1 2 3 0.38 5:00-6:00

Goshen Road Snouffer School Road Goshen Road Wightman Road


4/27/2016


C-9

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Goshen Rd. & Wightman Rd.

84

Weather:

clear

73

Date:

5

Surveyor:

Damir & Marica

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

22

00

00

51

10

40

06

6:45

7:45

72

00

00

46

19

90

010

7:00

8:00

62

00

00

46

18

80

010

7:15

8:15

61

00

00

26

15

70

08

7:30

8:30

60

00

00

29

17

60

011

7:45

8:45

11

00

00

46

12

20

010

8:00

9:00

33

00

00

48

18

60

012

8:15

9:15

33

00

00

48

18

60

012

8:30

9:30

24

00

00

25

13

60

07

PM PEAK

16:00

17:00

94

00

00

87

28

13

00

15

16:15

17:15

74

00

00

77

25

11

00

14

16:30

17:30

65

00

00

98

28

11

00

17

16:45

17:45

27

02

00

11

931

92

020

17:00

18:00

17

02

00

99

28

82

018

17:15

18:15

49

02

00

13

10

38

13

20

23

17:30

18:30

712

02

00

14

11

46

19

20

25

17:45

18:45

610

00

00

13

736

16

00

20

18:00

19:00

68

00

00

12

531

14

00

17

Goshen Road

Goshen Road

Time Period

Wightman Road

Snouffer School Road

4/27/2016

C-10


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Appleridge Rd. WEATHER: clear WESTBOUND ROAD: Hob Hill WayLOCATION: Montgomery Co.,MD COUNTED BY: Jonathan & Chris EASTBOUND ROAD: Apple Ridge Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 2 2 0.50 6:30-7:306:45-7:45 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 2 2 0.50 6:45-7:457:00-8:00 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 7:00-8:007:15-8:15 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 2 2 0.50 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:45-6:456:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:00-7:00

PM Peak PM Peak4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:00

Montgomery Village Avenue Hob Hill Way Montgomery Village Avenue Apple Ridge Road


4/27/2016


C-11

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Appler

84

Weather:

clear

73

Date:

5

Surveyor:

Jonathan & Chris

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

33

31

00

31

14

64

04

6:45

7:45

23

32

00

31

14

55

04

7:00

8:00

11

22

00

20

82

40

27:15

8:15

11

22

00

20

82

40

27:30

8:30

21

21

00

00

63

30

07:45

8:45

21

21

00

01

73

30

18:00

9:00

22

21

00

01

84

30

18:15

9:15

14

12

00

02

10

53

02

8:30

9:30

04

02

00

02

84

20

2PM PEAK

16:00

17:00

00

10

00

02

30

10

216:15

17:15

00

10

00

02

30

10

216:30

17:30

10

20

00

02

51

20

216:45

17:45

21

11

00

11

73

20

217:00

18:00

31

13

00

20

10

44

02

17:15

18:15

42

33

01

20

15

66

12

17:30

18:30

32

23

01

22

15

55

14

17:45

18:45

32

23

01

13

15

55

14

18:00

19:00

22

22

01

04

13

44

14

Montgomery Village Avenue


Time Period

Apple Ridge Road

Hob Hill Way

4/27/2016

C-12


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Arrowhead Rd. WEATHER: clear WESTBOUND ROAD: Arrowhead RoadLOCATION: Montgomery Co.,MD COUNTED BY: Maria & Anita EASTBOUND ROAD: Shadow Oak Drive




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 1 1 2 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 0 2 2 1 0 0 1 0 0 0 0 1 2 3 0.38 6:30-7:306:45-7:45 0 0 0 0 0 0 2 2 1 0 0 1 0 0 0 0 1 2 3 0.38 6:45-7:457:00-8:00 0 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 1 1 2 0.25 7:00-8:007:15-8:15 0 0 0 0 0 0 1 1 1 0 0 1 0 0 0 0 1 1 2 0.25 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 0 0 2 2 1 0 0 1 0 0 0 0 1 2 3 0.38 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:45-6:456:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:00-7:00

PM Peak PM Peak4:15-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:15-5:15

Montgomery Village Avenue Arrowhead Road Montgomery Village Avenue Shadow Oak Drive


4/27/2016


C-13

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Arrowh

84

Weather:

clear

73

Date:

5

Surveyor:

Maria & Anita

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

12

00

41

03

323

12

41

66:45

7:45

12

00

51

12

324

12

52

57:00

8:00

12

00

51

11

323

12

52

47:15

8:15

12

01

50

11

121

12

61

27:30

8:30

40

21

02

20

11

43

22

7:45

8:45

40

20

01

20

94

21

28:00

9:00

30

20

11

10

83

22

18:15

9:15

10

20

11

10

61

22

18:30

9:30

10

10

10

00

31

11

0PM PEAK

16:00

17:00

42

20

00

41

13

62

05

16:15

17:15

32

20

00

21

10

52

03

16:30

17:30

22

00

01

11

74

01

216:45

17:45

01

00

01

01

31

01

117:00

18:00

01

00

01

12

51

01

317:15

18:15

01

10

01

12

61

11

317:30

18:30

10

10

00

12

51

10

317:45

18:45

11

11

00

13

82

20

418:00

19:00

11

11

00

03

72

20

3



Time Period

Shadow Oak Drive

Arrowhead Road

4/27/2016

C-14


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Brassie Pl. WEATHER: clear WESTBOUND ROAD: Brassie PlaceLOCATION: Montgomery Co.,MD COUNTED BY: Dzemo EASTBOUND ROAD: 0




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:45-7:007:00-7:15 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.38 6:30-7:306:45-7:45 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.38 6:45-7:457:00-8:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.25 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 8:30-9:30

AM Peak AM Peak6:30-7:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.38 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:00-6:005:15-6:15 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 5:15-6:155:30-6:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 5:30-6:305:45-6:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 5:45-6:456:00-7:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:00-7:00

PM Peak PM Peak5:30-6:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 5:30-6:30

Montgomery Village Avenue Brassie Place Montgomery Village Avenue 0


4/27/2016


C-15

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Brassi

84

Weather:

clear

73

Date:

5

Surveyor:

Dzemo

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

00

33

10

20

90

61

26:45

7:45

00

24

00

30

90

60

37:00

8:00

00

24

00

41

11

06

05

7:15

8:15

00

35

00

23

13

08

05

7:30

8:30

00

23

00

33

11

05

06

7:45

8:45

00

32

00

23

10

05

05

8:00

9:00

00

32

00

13

90

50

48:15

9:15

00

21

00

12

60

30

38:30

9:30

00

30

00

02

50

30

2PM PEAK

16:00

17:00

00

13

03

10

80

43

116:15

17:15

00

20

04

10

70

24

116:30

17:30

00

31

03

10

80

43

116:45

17:45

00

51

01

10

80

61

117:00

18:00

00

73

01

00

11

010

10

17:15

18:15

00

83

00

00

11

011

00

17:30

18:30

00

82

01

00

11

010

10

17:45

18:45

00

63

01

10

11

09

11

18:00

19:00

00

42

01

10

80

61

1



Time Period

0

Brassie Place

4/27/2016

C-16


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Centerway Rd. WEATHER: clear WESTBOUND ROAD: Centerway RoadLOCATION: Montgomery Co.,MD COUNTED BY: Tyler & Austin EASTBOUND ROAD: Centerway Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8:45-9:009:00-9:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:30-7:306:45-7:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:45-7:457:00-8:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 8:00-9:008:15-9:15 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 8:15-9:158:30-9:30 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 8:30-9:30

AM Peak AM Peak6:30-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 4:00-4:154:15-4:30 0 0 0 0 0 5 0 5 0 0 0 0 0 2 0 2 0 7 7 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 4:30-4:454:45-5:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2 5:45-6:006:00-6:15 0 1 1 2 0 0 0 0 0 0 0 0 0 1 0 1 2 1 3 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 1 0 1 0 5 0 5 0 1 0 1 0 3 0 3 2 8 10 0.36 4:00-5:004:15-5:15 0 1 0 1 0 5 0 5 0 1 0 1 0 2 0 2 2 7 9 0.32 4:15-5:154:30-5:30 0 1 0 1 0 0 0 0 1 1 0 2 0 0 0 0 3 0 3 0.75 4:30-5:304:45-5:45 0 1 0 1 0 0 0 0 1 0 0 1 0 0 0 0 2 0 2 0.50 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 1 2 0 3 0 0 0 0 3 0 3 0.38 5:00-6:005:15-6:15 0 1 1 2 0 0 0 0 1 2 0 3 0 1 0 1 5 1 6 0.50 5:15-6:155:30-6:30 0 1 1 2 0 0 0 0 0 2 0 2 0 1 0 1 4 1 5 0.42 5:30-6:305:45-6:45 1 2 1 4 0 0 0 0 0 2 0 2 0 1 0 1 6 1 7 0.58 5:45-6:456:00-7:00 1 2 1 4 0 0 0 0 0 0 0 0 0 1 0 1 4 1 5 0.42 6:00-7:00

PM Peak PM Peak4:00-5:00 0 1 0 1 0 5 0 5 0 1 0 1 0 3 0 3 2 8 10 0.36 4:00-5:00

Montgomery Village Avenue Centerway Road Montgomery Village Avenue Centerway Road


4/27/2016


C-17

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Center

84

Weather:

clear

73

Date:

5

Surveyor:

Tyler & Austin

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

11

11

90

16

20

22

97

6:45

7:45

11

11

70

37

21

22

710

7:00

8:00

21

66

12

13

536

312

13

87:15

8:15

21

77

15

14

542

314

16

97:30

8:30

31

66

11

15

639

412

12

11

7:45

8:45

31

66

12

32

639

412

15

88:00

9:00

41

11

72

26

24

52

98

8:15

9:15

51

00

72

45

24

60

99

8:30

9:30

71

00

64

35

26

80

10

8PM PEAK

16:00

17:00

12

73

03

63

337

19

39

616:15

17:15

11

73

04

44

639

18

38

10

16:30

17:30

11

72

24

14

637

18

45

10

16:45

17:45

81

32

60

27

29

95

69

17:00

18:00

70

22

40

26

23

74

48

17:15

18:15

60

24

50

24

23

66

56

17:30

18:30

52

22

50

53

24

74

58

17:45

18:45

43

02

20

54

20

72

29

18:00

19:00

33

12

30

44

20

63

38



Time Period

Centerway Road

Centerway Road

4/27/2016

C-18


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Club House Rd. WEATHER: clear WESTBOUND ROAD: Club House RoadLOCATION: Montgomery Co.,MD COUNTED BY: Damir& Salih EASTBOUND ROAD: Club House Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:45-7:007:00-7:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 2 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 1 1 2 0 0 0 0 0 0 0 0 0 0 1 1 2 1 3 0.38 6:30-7:306:45-7:45 0 1 1 2 0 1 0 1 0 0 0 0 0 0 1 1 2 2 4 0.50 6:45-7:457:00-8:00 0 1 0 1 0 1 0 1 0 0 0 0 0 0 1 1 1 2 3 0.38 7:00-8:007:15-8:15 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 7:15-8:157:30-8:30 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:45-7:45 0 1 1 2 0 1 0 1 0 0 0 0 0 0 1 1 2 2 4 0.50 6:45-7:45

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 1 0 1 0 2 0 2 0 0 0 0 0 0 0 0 1 2 3 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 6:15-6:306:30-6:45 0 1 0 1 0 1 0 1 0 0 0 0 0 0 1 1 1 2 3 6:30-6:456:45-7:00 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:00


4:00-5:00 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 4:00-5:004:15-5:15 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 4:15-5:154:30-5:30 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 4:30-5:304:45-5:45 0 1 0 1 1 2 0 3 0 0 0 0 0 0 0 0 1 3 4 0.33 4:45-5:455:00-6:00 0 1 0 1 0 2 0 2 0 0 0 0 0 0 0 0 1 2 3 0.25 5:00-6:005:15-6:15 0 2 0 2 0 2 0 2 0 0 0 0 0 0 0 0 2 2 4 0.33 5:15-6:155:30-6:30 0 2 0 2 0 2 0 2 0 0 0 0 0 1 0 1 2 3 5 0.42 5:30-6:305:45-6:45 0 2 0 2 0 1 0 1 0 0 0 0 0 1 1 2 2 3 5 0.42 5:45-6:456:00-7:00 0 2 0 2 0 2 0 2 0 0 0 0 0 1 1 2 2 4 6 0.50 6:00-7:00

PM Peak PM Peak6:00-7:00 0 2 0 2 0 2 0 2 0 0 0 0 0 1 1 2 2 4 6 0.50 6:00-7:00

Montgomery Village Avenue Club House Road Montgomery Village Avenue Club House Road


4/27/2016


C-19

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Club H

84

Weather:

clear

73

Date:

5

Surveyor:

Damir& Salih

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

14

31

15

32

332

17

28

56:45

7:45

20

23

36

33

343

22

69

67:00

8:00

34

87

69

63

376

42

13

15

67:15

8:15

36

710

715

63

589

43

17

21

87:30

8:30

33

910

815

54

589

42

18

20

97:45

8:45

29

11

10

713

34

481

40

17

16

88:00

9:00

16

58

69

04

351

21

14

97

8:15

9:15

11

77

53

13

138

18

12

44

8:30

9:30

11

99

53

12

040

20

14

42

PM PEAK

16:00

17:00

47

34

34

31

29

11

77

416:15

17:15

34

42

33

41

24

76

65

16:30

17:30

33

34

10

31

18

67

14

16:45

17:45

03

34

10

20

13

37

12

17:00

18:00

310

33

00

11

21

13

60

217:15

18:15

312

25

12

11

27

15

73

217:30

18:30

512

23

18

42

37

17

59

617:45

18:45

511

43

19

43

40

16

710

718:00

19:00

24

65

110

42

34

611

11

6



Time Period

Club House Road

Club House Road

4/27/2016

C-20


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Greenside terrace WEATHER: clear WESTBOUND ROAD: Greenside TerraceLOCATION: Montgomery Co.,MD COUNTED BY: Vanessa EASTBOUND ROAD: 0




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:30-7:306:45-7:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:00-6:005:15-6:15 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 5:15-6:155:30-6:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 5:30-6:305:45-6:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 5:45-6:456:00-7:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:00-7:00

PM Peak PM Peak5:30-6:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 5:30-6:30

Montgomery Village Avenue Greenside Terrace Montgomery Village Avenue 0


4/27/2016


C-21

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Greens

84

Weather:

clear

73

Date:

5

Surveyor:

Vanessa

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

00

22

01

20

70

41

26:45

7:45

00

32

01

30

90

51

37:00

8:00

00

33

01

42

13

06

16

7:15

8:15

00

43

01

23

13

07

15

7:30

8:30

00

31

00

23

90

40

57:45

8:45

00

41

00

23

10

05

05

8:00

9:00

00

51

00

12

90

60

38:15

9:15

00

41

00

11

70

50

28:30

9:30

00

42

00

11

80

60

2PM PEAK

16:00

17:00

10

21

00

00

41

30

016:15

17:15

10

20

00

01

41

20

116:30

17:30

10

31

00

01

61

40

116:45

17:45

00

11

00

01

30

20

117:00

18:00

00

22

00

01

50

40

117:15

18:15

00

52

00

00

70

70

017:30

18:30

00

41

00

00

50

50

017:45

18:45

00

53

00

10

90

80

118:00

19:00

00

52

00

10

80

70

1



Time Period

0

Greenside Terrace

4/27/2016

C-22


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Meadowcroft Ln. WEATHER: clear WESTBOUND ROAD: 0LOCATION: Montgomery Co.,MD COUNTED BY: Alba & Mina EASTBOUND ROAD: Meadowcroft Lane




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:30-7:306:45-7:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:00-6:005:15-6:15 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 5:15-6:155:30-6:30 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 5:30-6:305:45-6:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:45-6:456:00-7:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 6:00-7:00

PM Peak PM Peak5:15-6:15 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 5:15-6:15

Montgomery Village Avenue 0 Montgomery Village Avenue Meadowcroft Lane


4/27/2016


C-23

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Meadow

84

Weather:

clear

73

Date:

5

Surveyor:

Alba & Mina

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

00

02

00

10

30

20

16:45

7:45

00

02

00

10

30

20

17:00

8:00

00

12

00

21

60

30

37:15

8:15

00

22

00

11

60

40

27:30

8:30

00

20

00

11

40

20

27:45

8:45

00

20

00

11

40

20

28:00

9:00

00

31

00

00

40

40

08:15

9:15

00

21

00

00

30

30

08:30

9:30

00

21

00

00

30

30

0PM PEAK

16:00

17:00

00

20

00

33

80

20

616:15

17:15

00

10

00

31

50

10

416:30

17:30

01

20

00

11

51

20

216:45

17:45

01

30

00

10

51

30

117:00

18:00

01

30

00

00

41

30

017:15

18:15

03

30

00

00

63

30

017:30

18:30

03

30

01

02

93

31

217:45

18:45

03

30

01

12

10

33

13

18:00

19:00

04

20

01

13

11

42

14



Time Period

Meadowcroft Lane

0

4/27/2016

C-24


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Montgomery Village AvenueW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Stewartown Rd. WEATHER: clear WESTBOUND ROAD: Stewartown RoadLOCATION: Montgomery Co.,MD COUNTED BY: Matt EASTBOUND ROAD: 0




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:007:00-7:15 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 1 0 1 0 0 1 1 0 1 0 1 0 0 0 0 2 1 3 0.38 6:30-7:306:45-7:45 0 1 0 1 0 0 1 1 0 1 0 1 0 0 0 0 2 1 3 0.38 6:45-7:457:00-8:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.25 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 1 0 1 0 0 1 1 0 1 0 1 0 0 0 0 2 1 3 0.38 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 4:30-5:304:45-5:45 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:00-6:005:15-6:15 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0.50 5:15-6:155:30-6:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 5:30-6:305:45-6:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 5:45-6:456:00-7:00 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:00-7:00

PM Peak PM Peak5:30-6:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 5:30-6:30

Montgomery Village Avenue Stewartown Road Montgomery Village Avenue 0


4/27/2016


C-25

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Stewar

84

Weather:

clear

73

Date:

5

Surveyor:

Matt

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

10

22

00

00

51

40

06:45

7:45

10

23

00

00

61

50

07:00

8:00

10

14

00

00

61

50

07:15

8:15

10

24

00

00

71

60

07:30

8:30

00

12

00

00

30

30

07:45

8:45

00

11

00

00

20

20

08:00

9:00

00

30

00

00

30

30

08:15

9:15

00

20

10

00

30

21

08:30

9:30

00

20

10

00

30

21

0PM PEAK

16:00

17:00

30

24

00

00

93

60

016:15

17:15

30

43

00

00

10

37

00

16:30

17:30

20

34

00

00

92

70

016:45

17:45

10

34

00

00

81

70

017:00

18:00

00

32

00

00

50

50

017:15

18:15

00

31

00

00

40

40

017:30

18:30

00

40

00

00

40

40

017:45

18:45

00

51

00

00

60

60

018:00

19:00

00

42

00

00

60

60

0



Time Period

0

Stewartown Road

4/27/2016

C-26


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Pleasant Ridge DriveW & A JOB NO.: 6834 DAY: Wednesday NORTHBOUND ROAD: Montgomery Village AvenueINTERSECTION: Montgomery Village Ave. & Wightman Rd. WEATHER: clear WESTBOUND ROAD: Wightman RoadLOCATION: Montgomery Co.,MD COUNTED BY: Vic & Yajaira EASTBOUND ROAD: Wightman Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 9:15-9:30


6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:30-7:306:45-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 0.25 8:30-9:30

AM Peak AM Peak8:30-9:30 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 0.25 8:30-9:30

PM4:00-4:15 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 4:00-4:154:15-4:30 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:30-6:456:45-7:00 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:45-7:00


4:00-5:00 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 1 1 2 0.50 4:00-5:004:15-5:15 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 1 1 2 0.50 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0.25 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 1 1 0.25 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 1 1 2 0.50 5:45-6:456:00-7:00 1 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 6:00-7:00

PM Peak PM Peak4:00-5:00 0 0 1 1 0 1 0 1 0 0 0 0 0 0 0 0 1 1 2 0.50 4:00-5:00

Pleasant Ridge Drive Wightman Road Montgomery Village Avenue Wightman Road


4/27/2016


C-27

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Montgomery Village Ave. & Wightm

84

Weather:

clear

73

Date:

5

Surveyor:

Vic & Yajaira

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

10

213

00

50

21

115

05

6:45

7:45

12

39

00

50

20

312

05

7:00

8:00

12

17

00

40

15

38

04

7:15

8:15

02

16

00

40

13

27

04

7:30

8:30

02

36

00

00

11

29

00

7:45

8:45

00

23

00

00

50

50

08:00

9:00

00

25

00

00

70

70

08:15

9:15

00

25

00

00

70

70

08:30

9:30

00

03

00

00

30

30

0PM PEAK

16:00

17:00

20

23

00

10

82

50

116:15

17:15

20

23

00

00

72

50

016:30

17:30

30

21

00

00

63

30

016:45

17:45

30

23

00

00

83

50

017:00

18:00

30

44

00

00

11

38

00

17:15

18:15

30

67

00

00

16

313

00

17:30

18:30

10

99

00

00

19

118

00

17:45

18:45

30

15

11

00

00

29

326

00

18:00

19:00

30

13

10

00

00

26

323

00

Pleasant Ridge Drive


Time Period

Wightman Road

Wightman Road

4/27/2016

C-28


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Apple Ridge Rd. WEATHER: clear WESTBOUND ROAD: Apple Ridge RoadLOCATION: Montgomery Co.,MD COUNTED BY: Ger & Jovana EASTBOUND ROAD: Apple Ridge Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 7:00-7:157:15-7:30 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 7:15-7:307:30-7:45 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 2 2 0.50 6:30-7:306:45-7:45 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 3 3 0.75 6:45-7:457:00-8:00 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 3 3 0.75 7:00-8:007:15-8:15 0 0 1 1 1 1 0 2 0 0 0 0 0 0 0 0 1 2 3 0.75 7:15-8:157:30-8:30 0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 0 1 1 2 0.50 7:30-8:307:45-8:45 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 7:45-8:458:00-9:00 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:45-7:45 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 3 3 0.75 6:45-7:45

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2 0.50 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 1 1 2 0.50 4:45-5:455:00-6:00 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 1 1 2 0.50 5:00-6:005:15-6:15 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 2 0.50 5:15-6:155:30-6:30 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 1 2 3 0.75 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 1 1 1 2 0.50 5:45-6:456:00-7:00 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 1 2 3 0.75 6:00-7:00

PM Peak PM Peak5:30-6:30 0 0 0 0 0 1 0 1 0 1 0 1 0 1 0 1 1 2 3 0.75 5:30-6:30

Watkins Mill Road Apple Ridge Road Watkins Mill Road Apple Ridge Road


4/28/2016


C-29

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Watkins Mill Rd. & Apple Ridge

84

Weather:

clear

73

Date:

5

Surveyor:

Ger & Jovana

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

16

05

023

00

044

16

523

06:45

7:45

30

17

224

00

064

31

924

07:00

8:00

36

18

226

01

175

37

10

26

27:15

8:15

33

17

221

01

166

34

921

27:30

8:30

22

13

26

02

137

23

56

37:45

8:45

81

10

50

21

18

91

53

8:00

9:00

22

00

30

10

84

03

18:15

9:15

32

00

20

10

85

02

18:30

9:30

25

00

00

00

77

00

0PM PEAK

16:00

17:00

06

00

08

09

23

60

89

16:15

17:15

06

00

09

014

29

60

914

16:30

17:30

03

00

07

012

22

30

712

16:45

17:45

01

00

14

09

15

10

59

17:00

18:00

03

00

13

07

14

30

47

17:15

18:15

03

01

21

05

12

31

35

17:30

18:30

02

01

21

04

10

21

34

17:45

18:45

02

01

11

04

92

12

418:00

19:00

00

01

11

04

70

12

4

Watkins Mill Road

Watkins Mill Road

Time Period

Apple Ridge Road

Apple Ridge Road

4/28/2016

C-30


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Club House Rd. WEATHER: clear WESTBOUND ROAD: Club House RoadLOCATION: Montgomery Co.,MD COUNTED BY: Salih & Damir EASTBOUND ROAD: 0




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:00-7:157:15-7:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 3 0.38 6:30-7:306:45-7:45 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 3 0.38 6:45-7:457:00-8:00 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 0 4 0.50 7:00-8:007:15-8:15 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 3 0.38 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak7:00-8:00 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4 0 4 0.50 7:00-8:00

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:00-6:005:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:15-6:155:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:30-6:305:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:45-6:456:00-7:00 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 1 0.25 6:00-7:00

PM Peak PM Peak4:00-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:00-5:00

Watkins Mill Road Club House Road Watkins Mill Road 0


4/28/2016


C-31

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Watkins Mill Rd. & Club House Rd

84

Weather:

clear

73

Date:

5

Surveyor:

Salih & Damir

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

21

22

00

42

13

34

06

6:45

7:45

17

15

30

05

19

50

18

80

24

7:00

8:00

41

15

50

04

45

101

42

10

049

7:15

8:15

48

15

40

04

53

115

49

90

57

7:30

8:30

46

15

40

06

53

115

47

90

59

7:45

8:45

33

13

30

06

38

84

34

60

44

8:00

9:00

11

13

20

05

12

34

12

50

17

8:15

9:15

40

22

00

44

16

44

08

8:30

9:30

42

23

00

34

18

65

07

PM PEAK

16:00

17:00

09

47

00

14

10

44

911

024

16:15

17:15

18

54

00

610

34

99

016

16:30

17:30

114

47

00

12

846

15

11

020

16:45

17:45

113

86

00

10

745

14

14

017

17:00

18:00

19

68

00

81

33

10

14

09

17:15

18:15

09

710

10

11

341

917

114

17:30

18:30

03

13

81

07

739

321

114

17:45

18:45

01

10

91

06

734

119

113

18:00

19:00

01

94

10

57

27

113

112

Watkins Mill Road

Watkins Mill Road

Time Period

0

Club House Road

4/28/2016

C-32


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Crested Iris Dr. WEATHER: clear WESTBOUND ROAD: 0LOCATION: Montgomery Co.,MD COUNTED BY: Luz & Demo EASTBOUND ROAD: Crested Iris Drive




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:00-7:157:15-7:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2 0.50 6:30-7:306:45-7:45 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2 0.50 6:45-7:457:00-8:00 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2 0.50 7:00-8:007:15-8:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:30-7:30 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2 0 2 0.50 6:30-7:30

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 0 4 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 0 4 0.25 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 0 4 0.25 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 0 4 0.25 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 0 4 0.25 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:00-6:005:15-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:15-6:155:30-6:30 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 5:30-6:305:45-6:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 5:45-6:456:00-7:00 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3 0 3 0.75 6:00-7:00

PM Peak PM Peak4:00-5:00 0 0 0 0 0 0 0 0 0 4 0 4 0 0 0 0 4 0 4 0.25 4:00-5:00

Watkins Mill Road 0 Watkins Mill Road Crested Iris Drive


4/28/2016


C-33

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Watkins Mill Rd. & Crested Iris

84

Weather:

clear

73

Date:

5

Surveyor:

Luz & Demo

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

74

03

00

22

18

11

30

46:45

7:45

74

03

04

32

23

11

34

57:00

8:00

92

12

04

52

25

11

34

77:15

8:15

52

32

04

52

23

75

47

7:30

8:30

51

40

04

94

27

64

413

7:45

8:45

51

40

00

83

21

64

011

8:00

9:00

30

30

00

56

17

33

011

8:15

9:15

10

10

00

46

12

11

010

8:30

9:30

00

11

00

44

10

02

08

PM PEAK

16:00

17:00

10

01

00

911

22

11

020

16:15

17:15

00

00

00

411

15

00

015

16:30

17:30

00

00

00

310

13

00

013

16:45

17:45

00

00

00

45

90

00

917:00

18:00

00

10

00

48

13

01

012

17:15

18:15

00

10

00

29

12

01

011

17:30

18:30

10

20

00

48

15

12

012

17:45

18:45

10

20

00

38

14

12

011

18:00

19:00

10

20

00

35

11

12

08

Watkins Mill Road

Watkins Mill Road

Time Period

Crested Iris Drive

0

4/28/2016

C-34


PROJECT: Bloom Montgomery Village DATE: SOUTHBOUND ROAD: Watkins Mill RoadW & A JOB NO.: 6834 DAY: Thursday NORTHBOUND ROAD: Watkins Mill RoadINTERSECTION: Watkins Mill Rd. & Stedwick Rd. WEATHER: clear WESTBOUND ROAD: 0LOCATION: Montgomery Co.,MD COUNTED BY: Majda & Mina EASTBOUND ROAD: Stedwick Road




AM6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:456:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:007:00-7:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:00-7:157:15-7:30 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 7:15-7:307:30-7:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 7:30-7:457:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:008:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:158:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:308:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:458:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:009:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:159:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30


6:30-7:30 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.38 6:30-7:306:45-7:45 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 0 4 0.50 6:45-7:457:00-8:00 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 0 4 0.50 7:00-8:007:15-8:15 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.38 7:15-8:157:30-8:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 7:30-8:307:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 7:45-8:458:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:00-9:008:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:15-9:158:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 8:30-9:30

AM Peak AM Peak6:45-7:45 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4 0 4 0.50 6:45-7:45

PM4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00-4:154:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:304:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:454:45-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 4:45-5:005:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:155:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:305:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:455:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:006:00-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:00-6:156:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:306:30-6:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 6:30-6:456:45-7:00 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6:45-7:00


4:00-5:00 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:00-5:004:15-5:15 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:15-5:154:30-5:30 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:30-5:304:45-5:45 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0.25 4:45-5:455:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 5:00-6:005:15-6:15 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:15-6:155:30-6:30 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0.25 5:30-6:305:45-6:45 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2 0 2 0.50 5:45-6:456:00-7:00 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 6:00-7:00

PM Peak PM Peak6:00-7:00 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3 0 3 0.75 6:00-7:00

Watkins Mill Road 0 Watkins Mill Road Stedwick Road


4/28/2016


C-35

Project Name:


Project Number:

6834

1

Location:

Montgomery Co.,MD

2

Intersection:

Watkins Mill Rd. & Stedwick Rd.

84

Weather:

clear

73

Date:

5

Surveyor:

Majda & Mina

6


12

34

56

78

From:

SE

NE

SW

SE

SW

NW

NW

NE

Total

1 & 2

3 & 4

5 & 6

7 & 8

To:

NE

SE

SE

SW

NW

SW

NE

NW

AM PEAK

6:30

7:30

00

11

90

10

425

020

14

6:45

7:45

00

15

10

01

22

30

025

14

7:00

8:00

00

13

70

23

328

020

26

7:15

8:15

00

11

60

14

325

017

17

7:30

8:30

00

83

01

43

19

011

17

7:45

8:45

00

32

01

25

13

05

17

8:00

9:00

00

32

81

17

22

05

98

8:15

9:15

00

03

94

011

27

03

13

11

8:30

9:30

00

13

96

111

31

04

15

12

PM PEAK

16:00

17:00

00

44

21

915

35

08

324

16:15

17:15

00

44

20

313

26

08

216

16:30

17:30

00

27

20

311

25

09

214

16:45

17:45

00

68

24

58

33

014

613

17:00

18:00

00

76

04

62

25

013

48

17:15

18:15

00

10

50

47

430

015

411

17:30

18:30

00

15

20

47

331

017

410

17:45

18:45

00

12

20

08

527

014

013

18:00

19:00

00

12

40

07

528

016

012

Watkins Mill Road

Watkins Mill Road

Time Period

Stedwick Road

0

4/28/2016

C-36

AppendixD

ExistingCLVs

CLVMethod:

M‐NCPPCLATR

Jurisdiction:Montgom

eryCounty,Maryland

DatePrinted:

Scenario/DesignYear:ExistingConditions

Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

91

277

167

RT

L⤶

￬⤷

322

1322

376

⤶

187

0TR

1

￬

195

382

1382

431

*L

⤷

540

1L

49⤴

207

1207

374

1TR

94

￪

01

00

228⤵

277

1277

447

*L

TR

⤴

￪

⤵

421

42212

11

1

170

207

50

CLV

878

61

334

299

⤶￬

⤷93

193

158

⤶

206

0

￬

53259

1259

295

*

⤷

650

36⤴

412

1412

711

*42

￪

531

53352

51⤵

334

1334

405

⤴

￪

⤵

251

2596

71

412

118

CLV

1006

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

Yes

50118

1.00

5465

1.00

5065

Yes

9161

1.00

4936

1.00

4936

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

LUF

0‐199

11

1.00

ofLanes

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Southbound

M‐NCPPCLATRInputs

Northbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

WatkinsMillRoad

PolicyArea

1.00

71

RightTurnOverlap

129⇨

R

601⇨

Note:

Approach

Excl.Right

36

NB

T299

1.00

299

AppleRidgeRoad

AppleRidgeRoad

WB

TR36

RSB

T71

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦324

EBTR

651.00

65

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

PMPeakHourCriticalLaneVolumeAnalysis

AdditionalNotes

⇦694

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

170

NoOV

R

OVR

371⇨

R

427⇨

Note:

WatkinsMillRoad

RNo

SBT

170

49

NB

T167

1.00

167

orWB

T R49

1.00

AppleRidgeRoad

AppleRidgeRoad

Yes

AppleRidgeRoad

AppleRidgeRoad

StopSignControl?

IncludedinCLV

OVR

NoOV

RTrafficSignal?

⇦436

EBTR

541.00

54

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

LevelofServiceCalculations

IntersectionLaneUse&TrafficControl

AMPeakHourCriticalLaneVolumeAnalysis

WatkinsMillRoad

⇦535

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

01Intersection:1:W

atkinsMillRoad/AppleRidgeRoad

CriticalLaneVolume

December1,2016

and

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-1

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

44

669

TR⤶

￬65

165

65*

381

3838 0 0

1L

65⤴

372

1372

372 0

1R

69⤵

713

1713

744

*L

T

⤴

￪0

11

31

372

CLV

809

69

457

⤶￬

741

7474

*0

10

0 0 074

⤴701

1701

701

*0

73⤵

526

1526

626

⤴

￪0

100

701

CLV

775

AMPM

LUF

AMPM

LUF

AMPM

Yes

6973

1.00

31100

1.00

3173

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

LUF

0‐199

11

1.00

ofLanes

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

147⇨

801⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

1.00

0

SBTR

100

1.00

100

NB

T0

1.00

0

StedwickRoad(north)

RWB

741.00

74

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBL

0


AdditionalNotes

⇦526

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

OVR

134⇨

403⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

StopSignControl?

Yes

SBT R

NB

T0

1.00

0

311.00

31

WB

651.00

65

1.00

0

StedwickRoad(north)

No

StedwickRoad(north)

R

or

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?

EBL

0

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

WatkinsMillRoad

⇦713

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

02Intersection:2:W

atkinsMillRoad/StedwickRoad(north)

CriticalLaneVolume

December1,2016

and




TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-2

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

436

286

TL

￬⤷

0R

1

⤶

235

0131

1131

131

*L

1

⤷

131

01

00

245

1245

531

*0

436

1436

436

T R￪

⤵

0

1

160

85

CLV

662

281

230

￬⤷

0

⤶

372

047

147

47

⤷

47142

1142

142

*518

1518

748

*0

281

1281

281

￪

⤵

0

418

100

CLV

890

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes235

372

1.00

286

230

1.00

235

230

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

LUF

0‐199

11

1.00

ofLanes

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

M‐NCPPCLATRInputs

Eastbound

Westbound

Northbound

Southbound

1.00

WatkinsMillRoad

PolicyArea

518⇨

230

1.00

CongestionStandard

Montgom

ery

Village/Airpark

1425

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

RightTurnOverlap

Overlap

NB

T R230

SBT

0047

ClubHouseRoad

WB

L0

1.00

0R

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦419

EB47

1.00


AdditionalNotes

⇦511

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

245⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

SBT

01.00

0

NB

TR286

1.00

286

StopSignControl?

WB

L0

1.00

0R

ClubHouseRoad

Yes

ClubHouseRoad

or

No

131

1.00

LaneUseFactor(LUF)

131

LaneGroupVolume

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)




WatkinsMillRoad

⇦722

IncludedinCLV

NoOVR

EB

December1,2016

and

WatkinsMillRoad

Direction

LaneGroup

Volume

OpposingLefts

03Intersection:3:W

atkinsMillRoad/ClubHouseRoad

CriticalLaneVolume

OVR

TrafficSignal?

⇦366

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-3

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

5

73

51

TRL

⤶￬

⤷658

1658

976

*

⤶

460

TR1

￬

173

219

1219

219

L1

⤷

318

01

L0⤴

331

3384

1TR

356

￪

0302⤵

781

78117

*L

TR

⤴

￪

⤵

0

11

1

39

33

254

CLV

1093

2

29

26

⤶￬

⤷343

1343

638

*

⤶

380

￬

420

458

1458

462

⤷

295

04⤴

401

4066

213

￪

0130⤵

311

31301

*

⤴

￪

⤵

0

270

40

394

CLV

939

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

LUF

0‐199

11

1.00

ofLanes

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

347⇨

704⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

26

SBTR

270

1.00

270

NB

T

1.00

261.00

295

WightmanRoad

WightmanRoad

WB

TR4

1.00

4

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦753

EBTR

295


AdditionalNotes

⇦57

PleasantRidge

Drive

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

NoOV

R

FF

658⇨

326⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

51StopSignControl?

No

SBT R

391.00

39

NB

T51

1.00

TR0

1.00

0318

WightmanRoad

WightmanRoad

Yes

WightmanRoad

WightmanRoad

orWB

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦537

EB318

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)




PleasantRidge

Drive

⇦129

PleasantRidge

Drive

Direction

LaneGroup

04Intersection:4:M

ontgom


CriticalLaneVolume

December1,2016

and

TR

LaneGroupVolume

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-4

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

5

797

26

TRT

L⤶

￬⤷

601

60270

*

⤶

100

TR1

￬

818

118

39L

1

⤷

210

2121

⤴473

0.53

251

277

1LTR

11

￪

026

28⤵

802

0.53

425

438

*LT

TR

⤴

￪

⤵

51

518

11

13

348

112

CLV

708

16

454

19

⤶￬

⤷48

148

222

*

⤶

16174

￬

1632

132

44

⤷

174

1212

⤴1003

0.53

532

551

*15

￪

019

21⤵

470

0.53

249

281

⤴

￪

⤵

161

1648

32

703

268

CLV

773

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

50.25

1000orm

ore

600‐799

30.37

200‐599

800‐999

40.30

0.37

0‐199

11

1.00

20.53

Opposing

(Through+

Rights)

PCE

LOS

ofLanes

Num

ber

LeftTurn

Through

LaneUseFactors

v/c

LUF

LUF

0.53

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

1.00

32

RightTurnOverlap

48⇨

R

1003⇨

Note:

Approach

Excl.Right

12

NB

LTR

191.00

19ShadowOak

Drive

ArrowheadRoad

WB

TR12

SBT R

32

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦206

EBLTR

174

1.00

174

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦489

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

13NoOV

R

NoOVR

60⇨

R

473⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

SBT R

131.00

1.00

26StopSignControl?

orWB

T R21

1.00

21

NB

LTR

26210

1.00

210

ShadowOakDrive

ArrowheadRoad

Yes

ShadowOakDrive

ArrowheadRoad

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦228

EBLTR

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneGroup

LaneUseFactor(LUF)

December1,2016

and




Montgom

eryVillage

Avenue

⇦828

Montgom

ery

VillageAvenue

Direction

05Intersection:5:M

ontgom


CriticalLaneVolume

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-5

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

276

725

2

TRT

L⤶

￬⤷

141

1141

161

⤶

40

LTR

1

￬

1034

134

286

*

⤷

20252

1L

252⤴

212

0.53

112

114

1TR

6

￪

02

135⤵

1001

0.53

531

651

*L

TTR

⤴

￪

⤵

0120

11

1

120

201

11

CLV

937

278

302

2

⤶￬

⤷93

193

102

⤶

29

￬

213

113

287

*

⤷

9274

274⤴

650

0.53

345

347

1

￪

02

92⤵

580

0.53

307

441

*

⤴

￪

⤵

0134

134

638

12

CLV

728

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

600‐799

800‐999

4

PCE

0.37

LOS

3

0‐199

Num

ber

Opposing

(Through+

Rights)

LeftTurn

Through

LUF

LUF

LaneUseFactors

v/c

M‐NCPPCLATRInputs

PolicyArea

CongestionStandard

Eastbound

RightTurnOverlap

367⇨

784⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

1.00

2

SB134

1.00

134

TR2

T RAppleRidge

Road

HobHillWay

WB

274

1.00

274

NB

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦13

EBTR

91.00

9

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

CongestionStandard


AdditionalNotes

⇦582

Montgom

ery

VillageAvenue

Direction

LaneGroup

NoOV

R

NoOVR

393⇨

332⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

2 120

Sto pSignControl?

SB120

1.00

T RNB

21.00

1.00

20 252

AppleRidgeRoad

HobHillWay

Yes

AppleRidgeRoad

1.00

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦34

20

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

06Intersection:6:M

ontgom


CriticalLaneVolume

December1,2016


0.25


Montgom

eryVillage

Avenue

⇦1003

Montgom

ery

VillageAvenue

Direction

1000orm

ore

511

1.00

ofLanes

0.30

0.37

Westbound

Northbound

Southbound

200‐599

20.53

0.53

Montgom

ery

VillageAvenue

Montgom

ery

Village/Airpark

1425

LTR

Montgom

ery

Village/Airpark

1425

LTR

HobHillWay

WB

252

TR

EBT R

and


TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-6

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

112

928

22

TRT

L⤶

￬⤷

134

1134

183

R1

⤶

1868

168

117

T1

￬

159

159

1159

216

*L

1

⤷

490

10

571

L57

⤴219

0.53

116

138

1T

134

￪

151

1537

1R

213⤵

1040

0.53

551

696

*L

TTR

⤴

￪

⤵

112

1112

257

11

1

145

204

15

CLV

912

59

363

21

⤶￬

⤷153

1153

183

⤶

410

10

30

￬

148

148

1148

274

*

⤷

3020

120

146

126⤴

799

0.53

423

444

153

￪

421

4263

112⤵

422

0.53

224

485

*

⤴

￪

⤵

591

59320

261

757

42

CLV

759

AMPM

LUF

AMPM

LUF

AMPM

Yes213

112

1.00

145

261

1.00

145

112

Yes

1841

1.00

2221

1.00

1821

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

ofLanes

LUF

LUF

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Through

Num

ber

LeftTurn

Southbound

M‐NCPPCLATRInputs

December1,2016

LaneGroup

⇦1062

Montgom

ery

VillageAvenue

TrafficSi gnal?

49


and

Montgom

eryVillage

Avenue

NoOVR

OVR

07Intersection:7:M

ontgom


CriticalLaneVolume

57

ClubHouseRoad

ClubHouseRoad

R

LaneGroupVolume

OpposingVolume

⇦226

Direction

NB

IncludedinCLV

Critical

Lane

Volume

(CLV)

ClubHouseRoad

ClubHouseRoad

Yes

Sto pSignControl?


TRWB

EBT

1.00

OpposingLefts

LaneUseFactor(LUF)

491.00

1.00

221.00

LaneUseFactor(LUF)

Volume

T57

R

Note:

SBT R

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue


22R

145

OVR

NoOVR

404⇨

R

364⇨

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

145


AdditionalNotes

⇦443

Montgom

ery

VillageAvenue

Direction

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

261

⇦219

EBT

30

LaneUseFactor(LUF)

R

1.00

R

211.00

T R TR

ClubHouseRoad

30

WB

T126

1.00

1.00

126

Approach

Excl.Right

ClubHouseRoad

21R

NB SB

Overlap

Montgom

ery

VillageAvenue

PolicyArea

261

RightTurnOverlap

391⇨

R

1060⇨

Note:

Northbound

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

CongestionStandard

Montgom

ery

Village/Airpark

1425

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-7

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

12

1

34

1052

119

RT

L⤶

￬⤷

660.53

3535

*TR

1

⤶

560

LT1

￬

66350

0.37

130

130

*L

1

⤷

228

561

5656

1LT

8⤴

417

0.53

221

340

1TR

30

￪

105

1105

224

28⤵

1052

0.53

558

583

*L

TTR

⤴

￪

⤵

341.00

3459

11

1

25

312

105

CLV

748

37

438

59

⤶￬

⤷178

0.53

9494

*

⤶

850

￬

104

425

0.37

157

157

*

⤷

236

851

8585

26⤴

1226

0.53

650

709

*117

￪

249

1249

308

35⤵

438

0.53

232

284

⤴

￪

⤵

371.00

3789

52

977

249

CLV

960

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

Split

00

Yes

3437

1.00

826

0.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

LUF

0‐199

11

1.00

ofLanes

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

1.00

52

RightTurnOverlap

178⇨

R

1278⇨

Note:

Approach

Excl.Right

0R

NB

TR59

1.00

59CenterwayRoad

CenterwayRoad

WB

LTR

26

RSB

T52

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦425

EBLTR

236

Split

0

Split

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦534

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

25NoOV

R

NoOVR

66⇨

R

442⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

SBT

251.00

1.00

119

StopSignControl?

R

WB

LTR

80

RNB

T R119

228

Split

0

CenterwayRoad

CenterwayRoad

Yes

E/W

CenterwayRoad

CenterwayRoad

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

OVR

NoOV

RTrafficSignal?

⇦350

EBLTR

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneGroup

LaneUseFactor(LUF)

December1,2016

and




Montgom

eryVillage

Avenue

⇦1205

Montgom

ery

VillageAvenue

Direction

08Intersection:8:M

ontgom


CriticalLaneVolume

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-8

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

257

379

113

TRT

L⤶

￬⤷

493

1493

610

*R

1

⤶

200

T1

￬

243

243

1243

441

L1

⤷

117

01

0198

1L

198⤴

251

0.53

133

246

1TR

404

￪

811

81194

89⤵

636

0.53

337

393

*L

TTR

⤴

￪

⤵

257

1257

313

11

1

56

170

81

CLV

1003

161

214

51

⤶￬

⤷374

1374

596

⤶

68222

￬

519

519

1519

794

*

⤷

222

171

17292

275⤴

552

0.53

293

344

*286

￪

159

1159

210

88⤵

375

0.53

199

307

⤴

￪

⤵

161

1161

269

108

393

159

CLV

1138

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes

2068

1.00

113

511.00

2051

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

LUF

0‐199

11

1.00

ofLanes

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

GoshenRoad

PolicyArea

1.00

108

RightTurnOverlap

649⇨

R

660⇨

Note:

Approach

Excl.Right

275

RNB

TR51

1.00

51WightmanRoad

SnoufferSchoolRoad

WB

T275

RSB

T R108

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦809

EBTR

222

1.00

222

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦426

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

56NoOV

R

NoOVR

691⇨

R

307⇨

Note:

GoshenRoad

GoshenRoad

SBTR

561.00

1.00

113

StopSignControl?

R

WB

T198

1.00

198

RNB

T R113

117

1.00

117

WightmanRoad

SnoufferSchoolRoad

Yes

WightmanRoad

SnoufferSchoolRoad

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦380

EBTR

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneGroup

LaneUseFactor(LUF)

December1,2016

and




GoshenRoad

⇦749

GoshenRoad

Direction

09Intersection:9:GoshenRoad/SnoufferSchoolRoad

CriticalLaneVolume

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-9

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

73

495

1

TRL

⤶￬

⤷68

168

72

⤶

1186

186

90*

LTR

1

￬

621

121

87

⤷

40

6666

⤴202

1202

203

1LT

2

￪

01

1R

134⤵

568

1568

616

*L

TR

⤴

￪

⤵

048

11

48

202

0

CLV

706

135

291

17

⤶￬

⤷136

1136

141

⤶

90

10

5

￬

620

120

148

*

⤷

50

128

128⤴

527

1527

544

8

￪

017

124⤵

426

1426

586

*

⤴

￪

⤵

0160

160

521

6

CLV

734

AMPM

LUF

AMPM

LUF

AMPM

Yes134

124

1.00

48160

1.00

48124

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

PCE

200‐599

20.53

0.53

0‐199

11

1.00

ofLanes

Opposing

(Through+

Rights)

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

v/c

LUF

LUF

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

GoshenRoad

PolicyArea

1.00

160

RightTurnOverlap

260⇨

687⇨

Note:

Approach

Excl.Right

128

NB

TR17

1.00

17RothburyDrive

GreenRunWay

RWB

LTR

128

SBT R

160

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦20

EBLT

51.00

5

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦443

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

48OV

R

NoOVR

202⇨

250⇨

Note:

GoshenRoad

GoshenRoad

No

SBTR

481.00

1.00

1StopSignControl?

WB

LTR

661.00

66

NB

T R14

1.00

4

RothburyDrive

GreenRunWay

Yes

RothburyDrive

GreenRunWay

R

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦21

EBLT

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneGroup

LaneUseFactor(LUF)

December1,2016

and




GoshenRoad

⇦569

GoshenRoad

Direction

10Intersection:10:GoshenRoad/RothburyDrive

CriticalLaneVolume

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-10

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

22

604

3

LTR

⤶￬

⤷69

169

75*

⤶

10

0LTR

1

￬

411

111

29

⤷

60

1818

⤴249

1249

252

1LTR

1

￪

03

50⤵

629

1629

653

*LTR

⤴

￪

⤵

024

1

24

221

4

CLV

728

14

396

4

⤶￬

⤷62

162

64*

⤶

30

2

￬

16

16

23

⤷

20

1717

⤴740

1740

744

*2

￪

04

43⤵

414

1414

476

⤴

￪

⤵

062

62

672

6

CLV

808

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

11Intersection:11:GoshenRoad/Stew

artownRoad

CriticalLaneVolume

December1,2016

and




GoshenRoad

⇦629

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦11

1.00

6

StewartownRoad

TramsWay

No

StewartownRoad

TramsWay

WB

LTR

18

EBLTR

6

1.00

18

NB

LTR

31.00

3StopSignControl?

Yes

SBLTR

241.00

24NoOV

R

NoOVR

69⇨

249⇨

Note:

GoshenRoad

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦414

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

2

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

LTR

62

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦6

EBLTR

21.00

1.00

4Stewartown

Road

TramsWay

WB

LTR

17

SB

Approach

Excl.Right

17

NB

LTR

4

GoshenRoad

PolicyArea

1.00

62

RightTurnOverlap

62⇨

740⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

M‐NCPPCLATRInputs LOS

v/c

LUF

LUF

LeftTurn

Through

LaneUseFactors

0‐199

11

1.00

ofLanes

Opposing

(Through+

Rights)

PCE

200‐599

20.53

0.53

Num

ber

600‐799

30.37

0.37

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-11

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

66

625

62

TRL

⤶￬

⤷221

1221

273

*TR

1

⤶

19116

1116

168

T1

￬

165

184

0.53

98125

L1

⤷

5219

119

461

L27

⤴235

1235

297

1T

221

￪

062

1R

199⤵

691

1691

774

*L

TR

⤴

￪

⤵

083

11

83

182

53

CLV

1047

59

293

44

⤶￬

⤷231

1231

287

*

⤶

390

10

56

￬

285

324

0.53

172

274

⤷

5639

139

141

102⤴

851

1851

895

*231

￪

044

85⤵

352

1352

528

⤴

￪

⤵

0176

176

747

104

CLV

1182

AMPM

LUF

AMPM

LUF

AMPM

Yes199

851.00

83176

1.00

8385

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

12Intersection:12:CenterwayRoad/GoshenRoad

CriticalLaneVolume

December1,2016

and




GoshenRoad

⇦753

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦236

EBT

521.00

52

CenterwayRoad

CenterwayRoad

Yes

CenterwayRoad

CenterwayRoad

RWB

TR27

Sto pSignControl?

No

1.00

27R

NB

T R62

1.00

62

SBT R

831.00

83OV

R

NoOVR

447⇨

318⇨

Note:

GoshenRoad

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦396

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

56

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

TR176

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦380

EBT

561.00

1.00

44CenterwayRoad

CenterwayRoad

RWB

TR102

SB

Approach

Excl.Right

102

RNB

TR44

GoshenRoad

PolicyArea

1.00

176

RightTurnOverlap

418⇨

1027⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-12

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

10

590

TRL

⤶￬

531

5353

*0

012

012

12⤴

521

1521

521

1LR

00

41⤵

600

1600

606

*L

T

⤴

￪0

6

11

6

521

CLV

659

11

469

⤶￬

431

4343

*0

015

015

15⤴

748

1748

748

*0

028

⤵480

1480

527

⤴

￪0

47

47

748

CLV

791

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

13Intersection:13:WatkinsMillRoad/CrestedIrisDrive

CriticalLaneVolume

December1,2016

and




WatkinsMillRoad

⇦600

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?

EBLR

01.00

0

CrestedIrisDrive

No

CrestedIrisDrive

WB

121.00

12

01.00

0

61.00

6Sto pSignControl?

Yes

SBT R

NB

T

NoOV

R

NoOVR

53⇨

527⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦480

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBLR

01.00

0

CrestedIrisDrive

WB

151.00

15

1.00

47

NB

T0

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

1.00

0

SBTR

47

Con gestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

43⇨

795⇨

Note:

Overlap

WatkinsMillRoad

PolicyArea

Eastbound

Westbound

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-13

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

2

884

TRT

⤶￬

541

5454

*0

01

01

1⤴

349

0.53

185

185

1LR

00

53⤵

886

0.53

470

477

*L

T

⤴

￪2

12

9

12

7

349

CLV

531

11

401

⤶￬

271

2727

*0

00

90

99⤴

859

0.53

455

455

*0

018

⤵412

0.53

218

257

⤴

￪11

111

50

39

859

CLV

482

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

14Intersection:14:Montgom


CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦886

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?

EBLR

01.00

0

MeadowcroftLane

No

MeadowcroftLane

WB

11.00

1

01.00

0

71.00

7Sto pSignControl?

Yes

SBT R

NB

T

NoOV

R54⇨

R

356⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦412

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBLR

01.00

0

MeadowcroftLane

WB

91.00

9

1.00

39

NB

T0

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

1.00

0

SBTR

39

Con gestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

27⇨

R

898⇨

Note:

Overlap

Montgom

ery

VillageAvenue

PolicyArea

Eastbound

Westbound

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-14

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

961

5

TLT

￬⤷

00

⤶

130

0LR

124

124

24*

⤷

110

328

0.53

174

179

05

966

0.53

512

512

*T

T R￪

⤵

00

11

325

3

CLV

536

445

8

￬⤷

06

⤶

30

69

19

9*

⤷

60

0943

0.53

500

508

*0

8453

0.53

240

240

￪

⤵

00

931

12

CLV

517

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦966

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

WB

IncludedinCLV

NoOV

RTrafficSignal?

⇦24

EB11

1.00

GreensideTerrace

No

GreensideTerrace

or

StopSignControl?

L R0

1.00

011

51.00

5

01.00

0Yes

SBLT

NB

T R

NoOVR

328⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦453

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦9

EB6

1.00

6

GreensideTerrace

WB

LR0

1.00

0

1.00

0

NB

T R8

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

1.00

8

SBLT

0

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

943⇨

Note:

Overlap

Montgom

ery

VillageAvenue

PolicyArea

Eastbound

Westbound

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-15

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

21

966

28

TL

￬⤷

00

⤶

340

0LR

1106

1.00

106

106

*

⤷

720

0337

0.53

179

207

028

966

0.53

512

512

*T

T R￪

⤵

00

11

316

21

CLV

618

409

42

￬⤷

050

⤶

490

5099

1.00

9999

*

⤷

500

0941

0.53

499

541

*0

42409

0.53

217

217

￪

⤵

00

907

34

CLV

640

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



artownRoad

CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦994

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

WB

IncludedinCLV

NoOV

RTrafficSignal?

⇦106

EB72

1.00

StewartownRoad

No

StewartownRoad

or

StopSignControl?

L R0

1.00

072

281.00

28

01.00

0Yes

SBT

NB

T R

NoOVR

337⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦451

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦99

EB50

1.00

50

StewartownRoad

WB

LR0

1.00

0

1.00

0

NB

T R42

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

1.00

42

SBT

0

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

941⇨

Note:

Overlap

Montgom

ery

VillageAvenue

PolicyArea

Eastbound

Westbound

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-16

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

1008

2

TRT

L￬

⤷0

0

⤶

220

0LR

141

1.00

4141

*

⤷

190

0303

0.53

161

163

02

1008

0.53

534

534

*L

TT R

￪

⤵

00

11

1

300

3

CLV

575

438

12

￬⤷

09

⤶

70

916

1.00

1616

*

⤷

90

0932

0.53

494

506

*0

12438

0.53

232

232

￪

⤵

00

922

10

CLV

522

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦1010

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

WB

IncludedinCLV

NoOV

RTrafficSignal?

⇦41

EB19

1.00

BrassiePlace

No

BrassiePlace

or

StopSignControl?

L R0

1.00

019

21.00

2

01.00

0Yes

SBT R

NB

T R

NoOVR

303⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦450

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦16

EB9

1.00

9

BrassiePlace

WB

LR0

1.00

0

1.00

0

NB

T R12

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

1.00

12

SBTR

0

Con gestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

932⇨

Note:

Overlap

Montgom

ery

VillageAvenue

PolicyArea

Eastbound

Westbound

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-17

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

49

94

TL

￬⤷

00

⤶

116

00

LR1

134

1.00

134

134

*

⤷

180

0156

1.00

156

250

*0

9449

1.00

4949

T R￪

⤵

00

1

94

62

CLV

384

99

195

￬⤷

066

⤶

160

066

226

1.00

226

226

*

⤷

660

098

1.00

98293

*0

195

991.00

9999

￪

⤵

00

55

43

CLV

519

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

18Intersection:18:ArrowheadRoad/RothburyDrive

CriticalLaneVolume

December1,2016

and




ArrowheadRoad

⇦143

ArrowheadRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

WB

IncludedinCLV

NoOV

RTrafficSignal?

⇦134

EB18

1.00

RothburyDrive

No

RothburyDrive

or

StopSignControl?

L R0

1.00

018

941.00

94

01.00

0Yes

SBT

NB

T R

NoOVR

156⇨

Note:

ArrowheadRoad

ArrowheadRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦294

ArrowheadRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦226

EB66

1.00

0

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

1.00

1.00

66 195

1.00

RothburyDrive

WB

LR0

SBT

00

NB

T R195

RightTurnOverlap

98⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

ArrowheadRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

ofLanes

LUF

LUF

Num

ber

LeftTurn

Through

0‐199

11

1.00

600‐799

30.37

0.37

200‐599

20.53

0.53

800‐999

40.30

1000orm

ore

50.25

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

D-18

AppendixE

BackgroundCLVs

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:

Scenario/DesignYear:BackgroundConditions

Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

91

300

145

RT

L⤶

￬⤷

322

1322

421

⤶

180

0TR

1

￬

195

375

1375

424

*L

⤷

990

1L

49⤴

215

1215

360

1TR

94

￪

01

00

228⤵

300

1300

470

*L

TR

⤴

￪

⤵

421

42212

11

1

170

215

65

CLV

894

61

344

291

⤶￬

⤷93

193

178

⤶

190

0

￬

53243

1243

279

*

⤷

850

36⤴

430

1430

721

*42

￪

711

71362

51⤵

344

1344

415

⤴

￪

⤵

251

2596

71

430

156

CLV

1000

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

Yes

65156

1.00

9985

1.00

6585

Yes

9161

1.00

4936

1.00

4936

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

0.53

0.53

0‐199

11

1.00

LUF

LUF

Opposing

(Through+

Rights)

Num

ber

LeftTurn

Through

2

PCE

LaneUseFactors

LOS

v/c

ofLanes

Southbound

M‐NCPPCLATRInputs

Northbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

WatkinsMillRoad

PolicyArea

1.00

71

RightTurnOverlap

129⇨

R

657⇨

Note:

Approach

Excl.Right

36

NB

T291

1.00

291

AppleRidgeRoad

AppleRidgeRoad

WB

TR36

RSB

T71

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦328

EBTR

851.00

85

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦696

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

170

NoOV

R

OVR

371⇨

R

450⇨

Note:

WatkinsMillRoad

RNo

SBT

170

49

NB

T145

1.00

145

orWB

T R49

1.00

AppleRidgeRoad

AppleRidgeRoad

Yes

AppleRidgeRoad

AppleRidgeRoad

StopSignControl?

IncludedinCLV

OVR

NoOV

RTrafficSignal?

⇦474

EBTR

991.00

99

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)




WatkinsMillRoad

⇦536

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

01Intersection:1:W


CriticalLaneVolume

December1,2016

and

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-1

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

44

737

TR⤶

￬65

165

65*

381

3838 0 0

1L

65⤴

395

1395

395 0

1R

69⤵

781

1781

812

*L

T

⤴

￪0

11

31

395

CLV

877

69

487

⤶￬

741

7474

*0

10

0 0 074

⤴757

1757

757

*0

73⤵

556

1556

656

⤴

￪0

100

757

CLV

831

AMPM

LUF

AMPM

LUF

AMPM

Yes

6973

1.00

31100

1.00

3173

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

WatkinsMillRoad

PolicyArea

1.00

100

RightTurnOverlap

147⇨

857⇨

Note:

Approach

Excl.Right

74

NB

T0

1.00

0Stedwick

Road(north)

RWB

74

SBT R

100

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBL

01.00

0

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦556

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

SBT R

311.00

31OV

R134⇨

426⇨

1.00

65

NB

T0

1.00

0

R

orWB

65

Sto pSignControl?

Yes

EBL

01.00

0

StedwickRoad(north)

No

StedwickRoad(north)

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?


WatkinsMillRoad

⇦781

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

02Intersection:2:W


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-2

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

534

256

TL

￬⤷

0R

1

⤶

225

0145

1145

145

*L

1

⤷

145

01

00

283

1283

539

*0

534

1534

534

T R￪

⤵

0

1

193

90

CLV

684

325

216

￬⤷

0

⤶

346

054

154

54

⤷

54130

1130

130

*613

1613

829

*0

325

1325

325

￪

⤵

0

500

113

CLV

959

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes225

346

1.00

256

216

1.00

225

216

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

800‐999

40.30

50.25

600‐799

30.37

0.37

11.00

ofLanes

LUF

200‐599

20.53

0.53

Num

ber

LeftTurn

Through

LUF

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

0‐199

1

Southbound

M‐NCPPCLATRInputs

Northbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

WatkinsMillRoad

PolicyArea

1.00

0

RightTurnOverlap

613⇨

Note:

Approach

Excl.Right

0R

NB

TR216

1.00

216

ClubHouseRoad

WB

L0

SBT

0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦400

EB54

1.00

54

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦541

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

0

283⇨

Note:

WatkinsMillRoad

StopSignControl?

No

SBT

0R

NB

T R256

1.00

256

0

orWB

L0

1.00

145

1.00

145

ClubHouseRoad

Yes

ClubHouseRoad

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦370

EB


WatkinsMillRoad

⇦790

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

03Intersection:3:W


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-3

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

5

73

51

TRL

⤶￬

⤷700

1700

1018

*

⤶

460

TR1

￬

179

225

1225

225

L1

⤷

318

01

L0⤴

331

3384

1TR

394

￪

0306⤵

781

78121

*L

TR

⤴

￪

⤵

0

11

1

43

33

254

CLV

1139

2

29

26

⤶￬

⤷361

1361

656

*

⤶

380

￬

452

490

1490

494

⤷

295

04⤴

401

4066

219

￪

0142⤵

311

31312

*

⤴

￪

⤵

0

281

40

394

CLV

968

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

ofLanes

LUF

LUF

Num

ber

LeftTurn

Through

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

1.00

281

RightTurnOverlap

365⇨

715⇨

Note:

Approach

Excl.Right

4

NB

T26

1.00

26WightmanRoad

WightmanRoad

WB

TR4

SBTR

281

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦785

EBTR

295

1.00

295

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦57

PleasantRidge

Drive

Direction

LaneGroup

LaneGroupVolume

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

431.00

43NoOV

R

FF

700⇨

330⇨

Note:

StopSignControl?

No

SBT R

0

NB

T51

1.00

51or

WB

T R0

1.00

TR318

1.00

318

WightmanRoad

WightmanRoad

Yes

WightmanRoad

WightmanRoad

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦543

EB


PleasantRidge

Drive

⇦129

PleasantRidge

Drive

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

04Intersection:4:M

ontgom


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-4

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

5

801

26

TRT

L⤶

￬⤷

601

60270

*

⤶

100

TR1

￬

818

118

39L

1

⤷

210

2121

⤴477

0.53

253

279

1LTR

11

￪

026

28⤵

806

0.53

427

440

*LT

TR

⤴

￪

⤵

51

518

11

13

352

112

CLV

710

16

466

19

⤶￬

⤷48

148

222

*

⤶

16174

￬

1632

132

44

⤷

174

1212

⤴1014

0.53

537

556

*15

￪

019

21⤵

482

0.53

255

287

⤴

￪

⤵

161

1648

32

714

268

CLV

778

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

48⇨

R

1014⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

191.00

19

SBTR

321.00

32

NB

LTR

1.00

174

ShadowOakDrive

ArrowheadRoad

WB

TR12

1.00

12

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦206

EBLTR

174


AdditionalNotes

⇦501

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

NoOV

R

NoOVR

60⇨

R

477⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

26StopSignControl?

SBT R

131.00

13

1.00

21

NB

LTR

261.00

WB

TR21

EBLTR

210

1.00

210

ShadowOakDrive

ArrowheadRoad

Yes

ShadowOakDrive

ArrowheadRoad

or

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦228


Montgom

eryVillage

Avenue

⇦832

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

05Intersection:5:M

ontgom


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-5

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

321

684

2

TRT

L⤶

￬⤷

119

1119

139

⤶

40

LTR

1

￬

1034

134

301

*

⤷

20267

1L

267⤴

201

0.53

107

109

1TR

6

￪

02

113⤵

1005

0.53

533

646

*L

TTR

⤴

￪

⤵

0113

11

1

113

190

11

CLV

947

298

294

2

⤶￬

⤷85

185

94

⤶

29

￬

213

113

325

*

⤷

9312

312⤴

623

0.53

330

332

1

￪

02

84⤵

592

0.53

314

432

*

⤴

￪

⤵

0118

118

611

12

CLV

757

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

397⇨

741⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

21.00

2

SBTR

118

1.00

118

NB

T R

1.00

9

AppleRidgeRoad

HobHillWay

WB

LTR

312

1.00

312

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦13

EBTR

9


AdditionalNotes

⇦594

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

NoOV

R

NoOVR

386⇨

314⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

2StopSignControl?

SBT R

113

1.00

113

1.00

267

NB

T R2

1.00

WB

LTR

267

EBTR

201.00

20

AppleRidgeRoad

HobHillWay

Yes

AppleRidgeRoad

HobHillWay

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦34


Montgom

eryVillage

Avenue

⇦1007

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

06Intersection:6:M

ontgom


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-6

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

126

851

22

TRT

L⤶

￬⤷

134

1134

183

R1

⤶

1848

148

97T

1

￬

159

159

1159

221

*L

1

⤷

490

10

621

L62

⤴196

0.53

104

126

1T

134

￪

151

1537

1R

183⤵

977

0.53

518

653

*L

TTR

⤴

￪

⤵

126

1126

261

11

1

135

181

15

CLV

874

66

340

21

⤶￬

⤷153

1153

183

⤶

410

10

30

￬

148

148

1148

287

*

⤷

3020

120

159

139⤴

743

0.53

394

415

153

￪

421

4263

98⤵

406

0.53

215

450

*

⤴

￪

⤵

661

66301

235

701

42

CLV

737

AMPM

LUF

AMPM

LUF

AMPM

Yes183

981.00

135

235

1.00

135

98Yes

1841

1.00

2221

1.00

1821

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

390⇨

R

978⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

211.00

21R

SBT R

235

1.00

235

RNB

T R

1.00

30

ClubHouseRoad

ClubHouseRoad

RWB

T139

1.00

139

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦219

EBT

30


AdditionalNotes

⇦427

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

OVR

NoOVR

379⇨

R

331⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

22StopSignControl?

RSB

T R135

1.00

135

1.00

62R

NB

T R22

1.00

WB

T62

EBT

491.00

49

ClubHouseRoad

ClubHouseRoad

Yes

ClubHouseRoad

ClubHouseRoad

R

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦226


Montgom

eryVillage

Avenue

⇦999

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

07Intersection:7:M

ontgom


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-7

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

12

1

34

945

119

RT

L⤶

￬⤷

660.53

3535

*TR

1

⤶

560

LT1

￬

66351

0.37

130

130

*L

1

⤷

229

561

5656

1LT

8⤴

455

0.53

241

360

1TR

30

￪

176

1176

295

28⤵

945

0.53

501

526

*L

TTR

⤴

￪

⤵

341.00

3459

11

1

25

279

176

CLV

691

37

401

59

⤶￬

⤷178

0.53

9494

*

⤶

850

￬

104

455

0.37

168

168

*

⤷

266

851

8585

26⤴

1147

0.53

608

667

*117

￪

252

1252

311

35⤵

401

0.53

213

265

⤴

￪

⤵

371.00

3789

52

895

252

CLV

929

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

Split

00

Yes

3437

1.00

826

0.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

178⇨

R

1199⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

591.00

59R

SBT

521.00

52

RNB

T R

Split

0

CenterwayRoad

CenterwayRoad

WB

LTR

26Split

0

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦455

EBLTR

266


AdditionalNotes

⇦497

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

NoOV

R

NoOVR

66⇨

R

480⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

119

StopSignControl?

RSB

T25

1.00

250R

NB

T R119

1.00

WB

LTR

8

EBLTR

229

Split

0

CenterwayRoad

CenterwayRoad

Yes

E/W

CenterwayRoad

CenterwayRoad

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

OVR

NoOV

RTrafficSignal?

⇦351


Montgom

eryVillage

Avenue

⇦1098

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

08Intersection:8:M

ontgom


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-8

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

257

379

113

TRT

L⤶

￬⤷

531

1531

648

*R

1

⤶

200

T1

￬

249

249

1249

447

L1

⤷

117

01

0198

1L

198⤴

251

0.53

133

246

1TR

442

￪

811

81194

89⤵

636

0.53

337

393

*L

TTR

⤴

￪

⤵

257

1257

313

11

1

56

170

81

CLV

1041

161

214

51

⤶￬

⤷380

1380

602

⤶

68222

￬

551

551

1551

826

*

⤷

222

171

17292

275⤴

552

0.53

293

344

*292

￪

159

1159

210

88⤵

375

0.53

199

307

⤴

￪

⤵

161

1161

269

108

393

159

CLV

1170

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes

2068

1.00

113

511.00

2051

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

655⇨

R

660⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

511.00

51R

SBT R

108

1.00

108

RNB

T R

1.00

222

WightmanRoad

SnoufferSchoolRoad

WB

T275

1.00

275

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦841

EBTR

222


AdditionalNotes

⇦426

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

NoOV

R

NoOVR

729⇨

R

307⇨

Note:

GoshenRoad

GoshenRoad

113

StopSignControl?

RSB

T R56

1.00

56

1.00

198

RNB

T R113

1.00

WB

T198

EBTR

117

1.00

117

WightmanRoad

SnoufferSchoolRoad

Yes

WightmanRoad

SnoufferSchoolRoad

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦386


GoshenRoad

⇦749

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-9

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

73

495

1

TRL

⤶￬

⤷68

168

72

⤶

1186

186

90*

LTR

1

￬

621

121

87

⤷

40

6666

⤴202

1202

203

1LT

2

￪

01

1R

134⤵

568

1568

616

*L

TR

⤴

￪

⤵

048

11

48

202

0

CLV

706

135

291

17

⤶￬

⤷136

1136

141

⤶

90

10

5

￬

620

120

148

*

⤷

50

128

128⤴

527

1527

544

8

￪

017

124⤵

426

1426

586

*

⤴

￪

⤵

0160

160

521

6

CLV

734

AMPM

LUF

AMPM

LUF

AMPM

Yes134

124

1.00

48160

1.00

48124

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

260⇨

687⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

171.00

17

SBTR

160

1.00

160

NB

T R

1.00

5

RothburyDrive

GreenRunWay

RWB

LTR

128

1.00

128

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦20

EBLT

5


AdditionalNotes

⇦443

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

OVR

NoOVR

202⇨

250⇨

Note:

GoshenRoad

GoshenRoad

1StopSignControl?

No

SBT R

481.00

48

1.00

66

NB

T R1

1.00

WB

LTR

66

EBLT

41.00

4

RothburyDrive

GreenRunWay

Yes

RothburyDrive

GreenRunWay

R

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦21


GoshenRoad

⇦569

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-10

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

22

604

3

LTR

⤶￬

⤷69

169

75*

⤶

10

0LTR

1

￬

411

111

29

⤷

60

1818

⤴249

1249

252

1LTR

1

￪

03

50⤵

629

1629

653

*LTR

⤴

￪

⤵

024

1

24

221

4

CLV

728

14

396

4

⤶￬

⤷62

162

64*

⤶

30

2

￬

16

16

23

⤷

20

1717

⤴740

1740

744

*2

￪

04

43⤵

414

1414

476

⤴

￪

⤵

062

62

672

6

CLV

808

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

62⇨

740⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

41.00

4

SBLTR

621.00

62

NB

LTR

1.00

2

StewartownRoad

TramsWay

WB

LTR

171.00

17

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦6

EBLTR

2


AdditionalNotes

⇦414

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

NoOV

R

NoOVR

69⇨

249⇨

Note:

GoshenRoad

GoshenRoad

3StopSignControl?

Yes

SBLTR

241.00

24

1.00

18

NB

LTR

31.00

WB

LTR

18

EBLTR

61.00

6

StewartownRoad

TramsWay

No

StewartownRoad

TramsWay

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦11


GoshenRoad

⇦629

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume


artownRoad

CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-11

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

66

625

62

TRL

⤶￬

⤷292

1292

357

*TR

1

⤶

19116

1116

181

T1

￬

166

185

0.53

98125

L1

⤷

6519

119

461

L27

⤴390

1390

452

1T

292

￪

062

1R

199⤵

691

1691

774

*L

TR

⤴

￪

⤵

083

11

83

182

208

CLV

1131

59

293

44

⤶￬

⤷234

1234

380

*

⤶

390

10

146

￬

315

354

0.53

188

290

⤷

146

391

39141

102⤴

866

1866

910

*234

￪

044

85⤵

352

1352

528

⤴

￪

⤵

0176

176

747

119

CLV

1290

AMPM

LUF

AMPM

LUF

AMPM

Yes199

851.00

83176

1.00

8385

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

421⇨

1042⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

441.00

44

SBTR

176

1.00

176

RNB

T R

1.00

146

CenterwayRoad

CenterwayRoad

RWB

TR102

1.00

102

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦500

EBT

146


AdditionalNotes

⇦396

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

OVR

NoOVR

518⇨

473⇨

Note:

GoshenRoad

GoshenRoad

62StopSignControl?

No

SBT R

831.00

83

1.00

27R

NB

T R62

1.00

WB

TR27

EBT

651.00

65

CenterwayRoad

CenterwayRoad

Yes

CenterwayRoad

CenterwayRoad

R

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦250


GoshenRoad

⇦753

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-12

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

10

658

TRL

⤶￬

531

5353

*0

012

012

12⤴

544

1544

544

1LR

00

41⤵

668

1668

674

*L

T

⤴

￪0

6

11

6

544

CLV

727

11

499

⤶￬

431

4343

*0

015

015

15⤴

804

1804

804

*0

028

⤵510

1510

557

⤴

￪0

47

47

804

CLV

847

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

43⇨

851⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

T0

1.00

0

SBTR

471.00

47

CrestedIrisDrive

WB

15

NB

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBLR

01.00

0

1.00

15

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦510

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

SBT R

61.00

6NoOV

R

NoOVR

53⇨

550⇨

1.00

12

NB

T0

1.00

0

WB

12

Sto pSignControl?

Yes

EBLR

01.00

0

CrestedIrisDrive

No

CrestedIrisDrive

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?


WatkinsMillRoad

⇦668

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-13

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

2

821

TRT

⤶￬

541

5454

*0

01

01

1⤴

331

0.53

175

175

1LR

00

53⤵

823

0.53

436

443

*L

T

⤴

￪2

12

9

12

7

331

CLV

497

11

385

⤶￬

271

2727

*0

00

90

99⤴

816

0.53

432

432

*0

018

⤵396

0.53

210

249

⤴

￪11

111

50

39

816

CLV

459

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Southbound

Eastbound

Westbound

Northbound

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

RightTurnOverlap

27⇨

R

855⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

T0

1.00

0

SBTR

391.00

39

MeadowcroftLane

WB

9

NB

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBLR

01.00

0

1.00

9

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦396

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

SBT R

71.00

7NoOV

R54⇨

R

338⇨

1.00

1

NB

T0

1.00

0

WB

1

Sto pSignControl?

Yes

EBLR

01.00

0

MeadowcroftLane

No

MeadowcroftLane

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?


Montgom

eryVillage

Avenue

⇦823

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume



CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-14

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

898

5

TLT

￬⤷

00

⤶

130

0LR

124

124

24*

⤷

110

310

0.53

164

169

05

903

0.53

479

479

*T

T R￪

⤵

00

11

307

3

CLV

503

429

8

￬⤷

06

⤶

30

69

19

9*

⤷

60

0900

0.53

477

485

*0

8437

0.53

232

232

￪

⤵

00

888

12

CLV

494

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

1.00

0

RightTurnOverlap

900⇨

Note:

Approach

Excl.Right

0

NB

TR8

1.00

8

GreensideTerrace

WB

LR0

SBLT

0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦9

EB6

1.00

6

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦437

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

0

NoOVR

310⇨

Note:

Montgom

eryVillage

Avenue

Sto pSignControl?

Yes

SBLT

0

NB

T R5

1.00

5

0

orWB

L R0

1.00

111.00

11

GreensideTerrace

No

GreensideTerrace

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOV

RTrafficSignal?

⇦24

EB


Montgom

eryVillage

Avenue

⇦903

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume



CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-15

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

21

903

28

TL

￬⤷

00

⤶

340

0LR

1106

1.00

106

106

*

⤷

720

0319

0.53

169

197

028

903

0.53

479

479

*T

T R￪

⤵

00

11

298

21

CLV

585

393

42

￬⤷

050

⤶

490

5099

1.00

9999

*

⤷

500

0898

0.53

476

518

*0

42393

0.53

208

208

￪

⤵

00

864

34

CLV

617

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

1.00

0

RightTurnOverlap

898⇨

Note:

Approach

Excl.Right

0

NB

TR42

1.00

42

StewartownRoad

WB

LR0

SBT

0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦99

EB50

1.00

50

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦435

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

0

NoOVR

319⇨

Note:

Montgom

eryVillage

Avenue

Sto pSignControl?

Yes

SBT

0

NB

T R28

1.00

28

0

orWB

L R0

1.00

721.00

72

StewartownRoad

No

StewartownRoad

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOV

RTrafficSignal?

⇦106

EB


Montgom

eryVillage

Avenue

⇦931

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume



artownRoad

CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-16

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

945

2

TRT

L￬

⤷0

0

⤶

220

0LR

141

1.00

4141

*

⤷

190

0285

0.53

151

153

02

945

0.53

501

501

*L

TT R

￪

⤵

00

11

1

282

3

CLV

542

422

12

￬⤷

09

⤶

70

916

1.00

1616

*

⤷

90

0889

0.53

471

483

*0

12422

0.53

224

224

￪

⤵

00

879

10

CLV

499

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

1.00

0

RightTurnOverlap

889⇨

Note:

Approach

Excl.Right

0

NB

TR12

1.00

12

BrassiePlace

WB

LR0

SBT R

0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦16

EB9

1.00

9

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦434

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

0

NoOVR

285⇨

Note:

Montgom

eryVillage

Avenue

Sto pSignControl?

Yes

SBT R

0

NB

T R2

1.00

2

0

orWB

L R0

1.00

191.00

19

BrassiePlace

No

BrassiePlace

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOV

RTrafficSignal?

⇦41

EB


Montgom

eryVillage

Avenue

⇦947

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume



CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-17

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

49

94

TL

￬⤷

00

⤶

116

00

LR1

134

1.00

134

134

*

⤷

180

0156

1.00

156

250

*0

9449

1.00

4949

T R￪

⤵

00

1

94

62

CLV

384

99

195

￬⤷

066

⤶

160

066

226

1.00

226

226

*

⤷

660

098

1.00

98293

*0

195

991.00

9999

￪

⤵

00

55

43

CLV

519

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

1000orm

ore

50.25

800‐999

40.30

600‐799

30.37

0.37

200‐599

20.53

0.53

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Northbound

Southbound

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

ArrowheadRoad

PolicyArea

1.00

0

RightTurnOverlap

98⇨

Note:

Approach

Excl.Right

0

NB

TR195

1.00

195

RothburyDrive

WB

LR0

SBT

0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦226

EB66

1.00

66

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume


AdditionalNotes

⇦294

ArrowheadRoad

Direction

LaneGroup

LaneGroupVolume

ArrowheadRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

1.00

0

NoOVR

156⇨

Note:

ArrowheadRoad

StopSignControl?

Yes

SBT

0

NB

T R94

1.00

94

0

orWB

L R0

1.00

181.00

18

RothburyDrive

No

RothburyDrive

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOV

RTrafficSignal?

⇦134

EB


ArrowheadRoad

⇦143

ArrowheadRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume


CriticalLaneVolume

December1,2016

and



TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

E-18

AppendixF

TotalFutureCLVs

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:

Scenario/DesignYear:TotalFutureConditions

Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

91

304

141

RT

L⤶

￬⤷

322

1322

394

⤶

169

0TR

1

￬

195

364

1364

413

*L

⤷

720

1L

49⤴

231

1231

372

1TR

94

￪

01

00

228⤵

304

1304

474

*L

TR

⤴

￪

⤵

421

42212

11

1

170

231

69

CLV

887

61

358

287

⤶￬

⤷93

193

155

⤶

183

0

￬

53236

1236

272

*

⤷

620

36⤴

440

1440

727

*42

￪

110

1110

397

51⤵

358

1358

429

⤴

￪

⤵

251

2596

71

440

172

CLV

999

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

Yes

69172

1.00

7262

1.00

6962

Yes

9161

1.00

4936

1.00

4936

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

01Intersection:1:W


CriticalLaneVolume

December1,2016

and




WatkinsMillRoad

⇦536

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

OVR

NoOV

RTrafficSignal?

⇦436

EBTR

721.00

72

AppleRidgeRoad

AppleRidgeRoad

Yes

AppleRidgeRoad

AppleRidgeRoad

StopSignControl?

orWB

T R49

1.00

49

NB

T141

1.00

141

RNo

SBT

170

1.00

170

NoOV

R

OVR

371⇨

R

470⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦706

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

1.00

62

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

SBT

71

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦298

EBTR

62 287

1.00

287

AppleRidgeRoad

AppleRidgeRoad

WB

TR36

R

Approach

Excl.Right

36

NB

T

WatkinsMillRoad

PolicyArea

1.00

71

RightTurnOverlap

129⇨

R

683⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

M‐NCPPCLATRInputs

PCE

LaneUseFactors

LOS

v/c

ofLanes

Num

ber

LeftTurn

Through

20‐199

11

1.00

LUF

LUF

Opposing

(Through+

Rights)

0.53

0.53

600‐799

30.37

0.37

200‐599

50.25

800‐999

40.30

1000orm

ore

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-1

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

44

779

TR⤶

￬65

165

65*

381

3838 0 0

1L

65⤴

392

1392

392 0

1R

69⤵

823

1823

854

*L

T

⤴

￪0

11

31

392

CLV

919

69

522

⤶￬

741

7474

*0

10

0 0 074

⤴773

1773

773

*0

73⤵

591

1591

691

⤴

￪0

100

773

CLV

847

AMPM

LUF

AMPM

LUF

AMPM

Yes

6973

1.00

31100

1.00

3173

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

02Intersection:2:W


CriticalLaneVolume

December1,2016

and




WatkinsMillRoad

⇦823

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?

EBL

01.00

0

StedwickRoad(north)

No

StedwickRoad(north)

R

orWB

65

Sto pSignControl?

Yes

1.00

65

NB

T0

1.00

0

SBT R

311.00

31OV

R134⇨

423⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦591

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

0

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

TR100

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBL

01.00

1.00

0Stedwick

Road(north)

RWB

74

SB

Approach

Excl.Right

74

NB

T0

WatkinsMillRoad

PolicyArea

1.00

100

RightTurnOverlap

147⇨

873⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-2

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

565

268

TL

￬⤷

0R

1

⤶

211

0140

1140

140

*L

1

⤷

140

01

00

293

1293

561 0

565

1565

565

*T R

￪

⤵

0

1

204

89

CLV

705

348

228

￬⤷

0

⤶

320

039

139

39

⤷

3992

192

92*

659

1659

887

*0

348

1348

348

￪

⤵

0

542

117

CLV

979

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes211

320

1.00

268

228

1.00

211

228

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

03Intersection:3:W


CriticalLaneVolume

December1,2016

and




WatkinsMillRoad

⇦833

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦351

EB140

1.00

140

ClubHouseRoad

Yes

ClubHouseRoad

orWB

L0

1.00

0R

NB

T R268

1.00

268

0Sto pSignControl?

No

SBT

1.00

0

293⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦576

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

39

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

T0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦359

EB39

1.00

1.00

228

ClubHouseRoad

WB

L0

SB

Approach

Excl.Right

0R

NB

TR228

WatkinsMillRoad

PolicyArea

1.00

0

RightTurnOverlap

659⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

0‐199

1

Num

ber

LeftTurn

Through

LUF

11.00

ofLanes

LUF

200‐599

20.53

0.53

600‐799

30.37

0.37

50.25

800‐999

40.30

1000orm

ore

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-3

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

5

73

51

TRL

⤶￬

⤷700

1700

1020

*

⤶

460

TR1

￬

179

225

1225

225

L1

⤷

320

01

L0⤴

331

3384

1TR

394

￪

0306⤵

781

78126

*L

TR

⤴

￪

⤵

0

11

1

48

33

259

CLV

1146

2

29

26

⤶￬

⤷368

1368

671

*

⤶

380

￬

452

490

1490

494

⤷

303

04⤴

401

4066

219

￪

0149⤵

311

31316

*

⤴

￪

⤵

0

285

40

397

CLV

987

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

04Intersection:4:M

ontgom


CriticalLaneVolume

December1,2016

and




PleasantRidge

Drive

⇦129

PleasantRidge

Drive

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦545

EBTR

320

1.00

320

WightmanRoad

WightmanRoad

Yes

WightmanRoad

WightmanRoad

orWB

TR0

1.00

0

NB

T51

1.00

51Sto pSignControl?

No

SBT R

481.00

48NoOV

R

FF

700⇨

340⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦57

PleasantRidge

Drive

Direction

LaneGroup

LaneGroupVolume

1.00

303

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

SBTR

285

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦793

EBTR

303

261.00

26WightmanRoad

WightmanRoad

WB

TR4

Approach

Excl.Right

4

NB

T

Montgom

ery

VillageAvenue

PolicyArea

1.00

285

RightTurnOverlap

372⇨

722⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

Num

ber

LeftTurn

Through

0‐199

11

1.00

ofLanes

LUF

LUF

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-4

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

5

803

26

TRT

L⤶

￬⤷

601

60271

*

⤶

100

TR1

￬

818

118

39L

1

⤷

211

2121

⤴487

0.53

258

284

1LTR

11

￪

026

28⤵

808

0.53

428

441

*LT

TR

⤴

￪

⤵

51

518

11

13

362

112

CLV

712

16

481

19

⤶￬

⤷48

148

226

*

⤶

16178

￬

1632

132

44

⤷

178

1212

⤴1020

0.53

541

560

*15

￪

019

21⤵

497

0.53

263

295

⤴

￪

⤵

161

1648

32

720

268

CLV

786

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

05Intersection:5:M

ontgom


CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦834

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦229

1.00

211

ShadowOakDrive

ArrowheadRoad

Yes

ShadowOakDrive

ArrowheadRoad

orWB

TR21

EBLTR

211

1.00

21

NB

LTR

261.00

26StopSignControl?

SBT R

131.00

13NoOV

R

NoOVR

60⇨

R

487⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦516

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦210

EBLTR

178

1.00

178

ShadowOakDrive

ArrowheadRoad

WB

TR12

1.00

12

NB

LTR

191.00

19

SBTR

321.00

32

RightTurnOverlap

48⇨

R

1020⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-5

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

294

714

2

TRT

L⤶

￬⤷

120

1120

140

⤶

40

LTR

1

￬

1034

134

301

*

⤷

20267

1L

267⤴

211

0.53

112

114

1TR

6

￪

02

114⤵

1008

0.53

534

636

*L

TTR

⤴

￪

⤵

0102

11

1

102

200

11

CLV

937

275

336

2

⤶￬

⤷97

197

106

⤶

29

￬

213

113

325

*

⤷

9312

312⤴

629

0.53

333

335

1

￪

02

96⤵

611

0.53

324

435

*

⤴

￪

⤵

0111

111

617

12

CLV

760

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

06Intersection:6:M

ontgom


CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦1010

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦34

1.00

20

AppleRidgeRoad

HobHillWay

Yes

AppleRidgeRoad

HobHillWay

WB

LTR

267

EBTR

20

1.00

267

NB

T R2

1.00

2StopSignControl?

SBT R

102

1.00

102

NoOV

R

NoOVR

387⇨

313⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦613

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦13

EBTR

91.00

9

AppleRidgeRoad

HobHillWay

WB

LTR

312

1.00

312

NB

T R2

1.00

2

SBTR

111

1.00

111

RightTurnOverlap

409⇨

740⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-6

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

121

959

22

TRT

L⤶

￬⤷

134

1134

183

R1

⤶

1873

173

122

T1

￬

159

159

1159

221

*L

1

⤷

490

10

621

L62

⤴233

0.53

123

145

1T

134

￪

151

1537

1R

194⤵

1080

0.53

572

693

*L

TTR

⤴

￪

⤵

121

1121

242

11

1

121

218

15

CLV

914

61

412

21

⤶￬

⤷153

1153

183

⤶

410

10

30

￬

148

148

1148

296

*

⤷

3020

120

168

148⤴

917

0.53

486

507

*153

￪

421

4263

105⤵

473

0.53

251

460

⤴

￪

⤵

611

61270

209

875

42

CLV

803

AMPM

LUF

AMPM

LUF

AMPM

Yes194

105

1.00

121

209

1.00

121

105

Yes

1841

1.00

2221

1.00

1821

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

07Intersection:7:M

ontgom


CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦1102

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦226

1.00

49

ClubHouseRoad

ClubHouseRoad

Yes

ClubHouseRoad

ClubHouseRoad

RWB

T62

EBT

49

1.00

62R

NB

T R22

1.00

22StopSignControl?

RSB

T R121

1.00

121

OVR

NoOVR

390⇨

R

354⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦494

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦219

EBT

301.00

30

ClubHouseRoad

ClubHouseRoad

RWB

T148

1.00

148

RNB

T R21

1.00

21R

SBT R

209

1.00

209

RightTurnOverlap

406⇨

R

1126⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-7

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

12

1

34

1052

131

RT

L⤶

￬⤷

660.53

3535

*TR

1

⤶

590

LT1

￬

66354

0.37

131

131

*L

1

⤷

229

591

5959

1LT

8⤴

475

0.53

252

383

1TR

30

￪

176

1176

307

28⤵

1052

0.53

558

583

*L

TTR

⤴

￪

⤵

341.00

3459

11

1

25

299

176

CLV

749

37

473

68

⤶￬

⤷178

0.53

9494

*

⤶

101

0

￬

104

471

0.37

174

174

*

⤷

266

101

1101

101

26⤴

1278

0.53

677

745

*117

￪

252

1252

320

35⤵

473

0.53

251

303

⤴

￪

⤵

371.00

3789

52

1026

252

CLV

1013

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

Split

00

Yes

3437

1.00

826

0.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

08Intersection:8:M

ontgom


CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦1217

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

OVR

NoOV

RTrafficSignal?

⇦354

Split

0

CenterwayRoad

CenterwayRoad

Yes

E/W

CenterwayRoad

CenterwayRoad

WB

LTR

8

EBLTR

229

0R

NB

T R131

1.00

131

StopSignControl?

RSB

T25

1.00

25NoOV

R

NoOVR

66⇨

R

500⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦578

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦471

EBLTR

266

Split

0

CenterwayRoad

CenterwayRoad

WB

LTR

26Split

0R

NB

T R68

1.00

68R

SBT

521.00

52

RightTurnOverlap

178⇨

R

1330⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-8

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

257

379

113

TRT

L⤶

￬⤷

534

1534

653

*R

1

⤶

200

T1

￬

250

250

1250

450

L1

⤷

119

01

0200

1L

200⤴

270

0.53

143

256

1TR

445

￪

941

94207

89⤵

636

0.53

337

393

*L

TTR

⤴

￪

⤵

257

1257

313

11

1

56

176

94

CLV

1046

163

221

51

⤶￬

⤷382

1382

619

⤶

68237

￬

556

556

1556

832

*

⤷

237

171

17293

276⤴

564

0.53

299

350

*294

￪

168

1168

219

88⤵

384

0.53

204

312

⤴

￪

⤵

163

1163

271

108

396

168

CLV

1182

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes

2068

1.00

113

511.00

2051

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


CriticalLaneVolume

December1,2016

and




GoshenRoad

⇦749

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦389

1.00

119

WightmanRoad

SnoufferSchoolRoad

Yes

WightmanRoad

SnoufferSchoolRoad

WB

T200

EBTR

119

1.00

200

RNB

T R113

1.00

113

StopSignControl?

RSB

T R56

1.00

56NoOV

R

NoOVR

734⇨

R

326⇨

Note:

GoshenRoad

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦435

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦861

EBTR

237

1.00

237

WightmanRoad

SnoufferSchoolRoad

WB

T276

1.00

276

RNB

T R51

1.00

51R

SBT R

108

1.00

108

RightTurnOverlap

658⇨

R

672⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-9

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

75

496

1

TRL

⤶￬

⤷79

179

83

⤶

1190

190

94LTR

1

￬

621

121

98*

⤷

40

7777

⤴209

1209

210

1LT

2

￪

01

1R

140⤵

571

1571

621

*L

TR

⤴

￪

⤵

050

11

50

209

0

CLV

719

151

298

17

⤶￬

⤷144

1144

149

⤶

90

10

5

￬

620

120

156

*

⤷

50

136

136⤴

531

1531

548

8

￪

017

128⤵

449

1449

621

*

⤴

￪

⤵

0172

172

525

6

CLV

777

AMPM

LUF

AMPM

LUF

AMPM

Yes140

128

1.00

50172

1.00

50128

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


CriticalLaneVolume

December1,2016

and




GoshenRoad

⇦572

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦21

1.00

4

RothburyDrive

GreenRunWay

Yes

RothburyDrive

GreenRunWay

RWB

LTR

77

EBLT

4

1.00

77

NB

T R1

1.00

1StopSignControl?

No

SBT R

501.00

50OV

R

NoOVR

219⇨

259⇨

Note:

GoshenRoad

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦466

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦20

EBLT

51.00

5

RothburyDrive

GreenRunWay

RWB

LTR

136

1.00

136

NB

T R17

1.00

17

SBTR

172

1.00

172

RightTurnOverlap

272⇨

703⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-10

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

23

610

3

LTR

⤶￬

⤷97

197

103

*

⤶

10

0LTR

1

￬

411

111

36

⤷

60

2525

⤴255

1255

258

1LTR

1

￪

03

71⤵

636

1636

664

*LTR

⤴

￪

⤵

028

1

28

223

4

CLV

767

21

400

4

⤶￬

⤷79

179

81*

⤶

30

2

￬

16

16

27

⤷

20

2121

⤴774

1774

778

*2

￪

04

56⤵

425

1425

509

⤴

￪

⤵

084

84

684

6

CLV

859

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


artownRoad

CriticalLaneVolume

December1,2016

and




GoshenRoad

⇦636

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦11

1.00

6

StewartownRoad

TramsWay

No

StewartownRoad

TramsWay

WB

LTR

25

EBLTR

6

1.00

25

NB

LTR

31.00

3StopSignControl?

Yes

SBLTR

281.00

28NoOV

R

NoOVR

97⇨

255⇨

Note:

GoshenRoad

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦425

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦6

EBLTR

21.00

2

StewartownRoad

TramsWay

WB

LTR

211.00

21

NB

LTR

41.00

4

SBLTR

841.00

84

RightTurnOverlap

79⇨

774⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-11

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

66

645

69

TRL

⤶￬

⤷292

1292

357

*TR

1

⤶

20125

1125

190

T1

￬

166

186

0.53

99126

L1

⤷

6520

120

471

L27

⤴395

1395

464

1T

292

￪

069

1R

211⤵

711

1711

797

*L

TR

⤴

￪

⤵

086

11

86

187

208

CLV

1154

59

306

48

⤶￬

⤷234

1234

380

*

⤶

480

10

146

￬

315

363

0.53

192

294

⤷

146

481

48150

102⤴

891

1891

939

*234

￪

048

94⤵

365

1365

557

⤴

￪

⤵

0192

192

772

119

CLV

1319

AMPM

LUF

AMPM

LUF

AMPM

Yes211

941.00

86192

1.00

8694

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


CriticalLaneVolume

December1,2016

and




GoshenRoad

⇦780

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦251

1.00

65

CenterwayRoad

CenterwayRoad

Yes

CenterwayRoad

CenterwayRoad

RWB

TR27

EBT

65

1.00

27R

NB

T R69

1.00

69StopSignControl?

No

SBT R

861.00

86OV

R

NoOVR

530⇨

481⇨

Note:

GoshenRoad

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦413

GoshenRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦509

EBT

146

1.00

146

CenterwayRoad

CenterwayRoad

RWB

TR102

1.00

102

RNB

T R48

1.00

48

SBTR

192

1.00

192

RightTurnOverlap

430⇨

1083⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

GoshenRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-12

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

10

631

4

TRL

⤶￬

⤷53

153

122

*

⤶

300

LTR

1

￬

099

199

111

⤷

690

1212

⤴541

1541

545

1LTR

0

￪

04

41⤵

641

1641

647

*L

TR

⤴

￪

⤵

06

11

6

534

7

CLV

769

11

476

14

⤶￬

⤷43

143

101

⤶

3658

￬

094

194

109

*

⤷

580

1515

⤴820

1820

834

*0

￪

014

28⤵

487

1487

534

⤴

￪

⤵

047

47

794

26

CLV

943

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


CriticalLaneVolume

December1,2016

and




WatkinsMillRoad

⇦645

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦99

EBLTR

691.00

69

CrestedIrisDrive

StewartownRoad

(Future)

No

CrestedIrisDrive

StewartownRoad

(Future)

WB

LTR

12

Sto pSignControl?

Yes

1.00

12

NB

T R4

1.00

4

SBT R

61.00

6NoOV

R

NoOVR

53⇨

547⇨

Note:

WatkinsMillRoad

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦501

WatkinsMillRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBLTR

581.00

58

1.00

15CrestedIris

Drive

StewartownRoad

(Future)

WB

LTR

15

NB

T R14

1.00

14

SBTR

471.00

47

RightTurnOverlap

43⇨

867⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

WatkinsMillRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

⇦94

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-13

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

4

850

0

TRT

L⤶

￬⤷

571

5780

*

⤶

10

LTR

1

￬

024

124

28

⤷

230

44⤴

327

0.53

173

173

1LTR

0

￪

00

53⤵

854

0.53

453

460

*L

TTR

⤴

￪

⤵

41

411

11

1

7

327

0

CLV

540

18

429

3

⤶￬

⤷29

129

45*

⤶

10

16

￬

017

117

28

⤷

160

1111

⤴814

0.53

431

434

*0

￪

03

18⤵

447

0.53

237

276

⤴

￪

⤵

181

1857

39

814

0

CLV

479

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦854

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦24

EBLTR

231.00

23

MeadowcroftLane

SiteEntrance(AreaIV)

No

MeadowcroftLane


WB

LTR

4

Sto pSignControl?

Yes

1.00

4

NB

T R0

1.00

0

SBT R

71.00

7NoOV

R

NoOVR

57⇨

R

334⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦450

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

EBLTR

161.00

16

1.00

11Meadowcroft

Lane


WB

LTR

11

NB

T R3

1.00

3

SBTR

391.00

39

RightTurnOverlap

29⇨

R

853⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

⇦17

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-14

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

965

5

TLT

￬⤷

00

⤶

130

0LR

124

124

24*

⤷

110

308

0.53

163

168

05

970

0.53

514

514

*T

T R￪

⤵

00

11

305

3

CLV

538

482

8

￬⤷

06

⤶

30

69

19

9*

⤷

60

0928

0.53

492

500

*0

8490

0.53

260

260

￪

⤵

00

916

12

CLV

509

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦970

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOV

RTrafficSignal?

⇦24

EB11

1.00

11

GreensideTerrace

No

GreensideTerrace

orWB

LR0

1.00

0

NB

T R5

1.00

5

0Sto pSignControl?

Yes

SBLT

1.00

0

NoOVR

308⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦490

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

6

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

LT0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦9

EB6

1.00

1.00

8

GreensideTerrace

WB

LR0

SB

Approach

Excl.Right

0

NB

TR8

Montgom

ery

VillageAvenue

PolicyArea

1.00

0

RightTurnOverlap

928⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-15

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

36

932

30

TRT

L⤶

￬⤷

311

31123

⤶

210

0LTR

1

￬

28141

1.00

141

143

*

⤷

920

22⤴

336

0.53

178

208

1LTR

14

￪

030

15⤵

968

0.53

513

544

*L

TTR

⤴

￪

⤵

031

11

1

31

307

29

CLV

687

34

414

40

⤶￬

⤷42

142

110

⤶

410

68

￬

28137

1.00

137

144

*

⤷

680

77⤴

965

0.53

511

551

*23

￪

040

12⤵

448

0.53

237

292

⤴

￪

⤵

055

55

892

73

CLV

695

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



artownRoad

CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦998

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦141

EBLTR

921.00

92

StewartownRoad

(Future)

StewartownRoad

No

StewartownRoad

(Future)

StewartownRoad

orWB

LTR

21.00

2

NB

T R30

1.00

30

31Sto pSignControl?

Yes

SBT R

1.00

31NoOV

R

NoOVR

31⇨

367⇨

Note:

Montgom

eryVillage

Avenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦488

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

68

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

TR55

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦137

EBLTR

681.00

1.00

40

StewartownRoad

(Future)

StewartownRoad

WB

LTR

7

SB

Approach

Excl.Right

7

NB

TR40

Montgom

ery

VillageAvenue

PolicyArea

1.00

55

RightTurnOverlap

42⇨

1020⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

Montgom

ery

VillageAvenue

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-16

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

1

2

1008

2

TRT

L⤶

￬⤷

481

4867

*

⤶

220

0LTR

1

￬

041

1.00

4149

⤷

190

88⤴

313

0.53

166

168

1LTR

0

￪

02

40⤵

1010

0.53

535

543

*L

TTR

⤴

￪

⤵

08

11

1

8

310

3

CLV

610

11

462

12

⤶￬

⤷33

133

42*

⤶

70

9

￬

016

1.00

1622

⤷

90

66⤴

1017

0.53

539

551

*0

￪

012

27⤵

473

0.53

251

307

⤴

￪

⤵

056

56

1007

10

CLV

593

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦1012

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOV

RTrafficSignal?

⇦41

EB19

SiteEntrance(AreaI)

BrassiePlace

No

SiteEntrance(AreaI)

BrassiePlace

orWB

LTR

81.00

LTR

191.00

8

NB

T R2

1.00

2

8Sto pSignControl?

Yes

SBT R

1.00

8NoOV

R

NoOVR

48⇨

321⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦485

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

1.00

9

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

TR56

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦16

EBLTR

9

1.00

12SiteEntrance(AreaI)

BrassiePlace

WB

LTR

6

SB

Approach

Excl.Right

6

NB

TR12

Montgom

ery

VillageAvenue

PolicyArea

1.00

56

RightTurnOverlap

33⇨

1073⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-17

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

0

49

94

TRL

⤶￬

⤷17

117

35

⤶

117

00

LTR

1

￬

4139

1.00

139

139

*

⤷

180

00⤴

156

1.00

156

250

*1

LTR

17

￪

094

0⤵

491.00

4949

LTR

⤴

￪

⤵

00

1

0

94

62

CLV

389

0

99

195

⤶￬

⤷12

112

78

⤶

164

066

￬

25255

1.00

255

255

*

⤷

660

00⤴

981.00

98293

*12

￪

0195

0⤵

991.00

9999

⤴

￪

⤵

00

0

55

43

CLV

548

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


CriticalLaneVolume

December1,2016

and




ArrowheadRoad

⇦143

ArrowheadRoad

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦139

EB18


RothburyDrive

No


RothburyDrive

orWB

LTR

01.00

LTR

181.00

0

NB

LTR

941.00

94

0Sto pSignControl?

Yes

SBT R

1.00

0NoOV

R

NoOVR

17⇨

156⇨

Note:

ArrowheadRoad

ArrowheadRoad

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦294

ArrowheadRoad

Direction

LaneGroup

LaneGroupVolume

1.00

66

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

TR0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦255

EBLTR

66

1.00

195


RothburyDrive

WB

LTR

0

SB

Approach

Excl.Right

0

NB

LTR

195

ArrowheadRoad

PolicyArea

1.00

0

RightTurnOverlap

12⇨

98⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-18

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

721

7273

00

￬

109

110

1110

110

*LT

1

⤷

10

016

116

16*

70

￪

00

1T R

2⤵

010

LR

⤴

⤵

010

1

10

6

CLV

126

106

1106

114

08

￬

119

127

1127

127

*

⤷

80

011

111

11*

91

￪

00

15⤵

07

⤴

⤵

07

7

4

CLV

138

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

19Intersection:19:Stew

artownRoad/SiteEntrance(AreaVI)

CriticalLaneVolume

December1,2016

and




Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

TrafficSignal?

⇦110

1.00

1

StewartownRoad

StewartownRoad

No

StewartownRoad

StewartownRoad

WB

LT0

EBTR

1

1.00

0

NB

L R0

1.00

0StopSignControl?

Yes

SB10

NoOV

R

NoOVR

72⇨

16⇨

Note:

CongestionStandard

101.00

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

SiteEntrance(Area

VI)

SiteEntrance

(AreaVI)

PolicyArea

Volume

OpposingLefts

LaneUseFactor(LUF)

Montgom

ery

Village/Airpark

1425

OpposingVolume


AdditionalNotes

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦127

EBTR

81.00

8

StewartownRoad

StewartownRoad

WB

LT0

1.00

0

NB

L R0

1.00

0

SB7

1.00

7

RightTurnOverlap

106⇨

11⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

SiteEntrance

(AreaVI)

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-19

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

1

23

4

LR⤶

⤷73

173

73

⤶

10

0TR

1

￬

118

119

1119

124

*0

55⤴

04

1LT

68

￪

04

271

2727

*0

0

CLV

151

16

3

⤶⤷

138

1138

138

⤶

50

0

￬

121

126

1126

161

*0

3535

⤴0

3103

￪

03

191

1919

*0

0

CLV

180

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n /a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00

20Intersection:20:SiteEntrance(AreaV)/StewartownRoad

CriticalLaneVolume

December1,2016

and




SiteEntrance(Area

V)

⇦27

SiteEntrance

(AreaV)

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

NoOV

RTrafficSignal?

⇦119

EB0

StewartownRoad

StewartownRoad

No

StewartownRoad

StewartownRoad

WB

51.00

LT0

1.00

5

NB

41.00

4

T R

StopSignControl?

Yes

SBL R

0NoOV

R73⇨

Note:

CongestionStandard

01.00

SiteEntrance

(AreaV)

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

PolicyArea

Volume

OpposingLefts

LaneUseFactor(LUF)

Montgom

ery

Village/Airpark

1425

OpposingVolume


AdditionalNotes

⇦19

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦126

EBLT

01.00

0

StewartownRoad

StewartownRoad

WB

TR35

SBL R

1.00

35

NB

31.00

3

01.00

0

RightTurnOverlap

138⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-20

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

2

925

TRT

⤶￬

91

99

*0

00

00

0334

0.53

177

177

00

1R

9⤵

927

0.53

491

491

*T

￪0

0

2

334

CLV

500

7

456

⤶￬

61

66

*0

00

00

0853

0.53

452

452

*0

06⤵

463

0.53

245

245

￪0

0

853

CLV

458

AMPM

LUF

AMPM

LUF

AMPM

Yes

96

1.00

00

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦927

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

TrafficSignal?

SiteEntrance(AreaIII)

No


Yes

Sto pSignControl?

EBR

1.00

0 0NB

T0

1.00

WB

0

SBT R

01.00

0

01.00

0

OVR

NoOVR

9⇨

334⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦463

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

0

Critical

Lane

Volume

(CLV)

IncludedinCLV

0

EBR

01.00

0

1.00

0SiteEntrance(AreaIII)

WB

SBTR

Approach

Excl.Right

0

NB

T0

1.00

Montgom

ery

VillageAvenue

PolicyArea

1.00

0

RightTurnOverlap

6⇨

853⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-21

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

11

4

930

0

TRT

⤶￬

⤷12

1.00

1212

*R

1

⤶

30

0

￬

03

1.00

33

⤷

00

00⤴

336

0.53

178

178

0

￪

00

1R

12⤵

934

0.53

495

495

*T

TR

⤴

￪

⤵

00

11

0

331

5

CLV

507

13

449

0

⤶￬

⤷8

1.00

88

*

⤶

20

0

￬

02

1.00

22

⤷

00

00⤴

883

0.53

468

468

*0

￪

00

8⤵

462

0.53

245

245

⤴

￪

⤵

00

0

851

32

CLV

476

AMPM

LUF

AMPM

LUF

AMPM

Yes

128

1.00

00

1.00

00

Yes

32

1.00

00

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00



CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦934

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦3

1.00

0



No



orWB

R0

EBR

0

1.00

0

NB

LTR

01.00

0StopSignControl?

Yes

SBT R

01.00

0OV

R

NoOVR

12⇨

336⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦462

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦2

EBR

01.00

0



WB

R0

1.00

0

NB

LTR

01.00

0

SBTR

01.00

0

RightTurnOverlap

8⇨

883⇨

Note:

Approach

Excl.Right

RightVol.

AdjacentLeftVol.

Overlap

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425

Southbound

Eastbound

Westbound

Northbound

ofLanes

LUF

LUF

M‐NCPPCLATRInputs

Num

ber

LeftTurn

Through

LaneUseFactors

LOS

0‐199

11

1.00

Opposing

(Through+

Rights)

PCE

v/c

0.53

600‐799

30.37

0.37

200‐599

20.53

0.25

800‐999

40.30

1000orm

ore

5

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-22

CLVMethod:

M‐NCPPCLATR


eryCounty,Maryland

DatePrinted:


Project:

BloomMontgom

eryVillage

Computedby:W

+A

2

1040

0

T￬

⤷0

R1

⤶

160

161

1616

*

⤷

00

355

0.53

188

188 0

1040

0.53

551

551

*T

T R￪

⤵

0

11

351

4

CLV

567

494

0

￬⤷

0

⤶

110

111

1111

*

⤷

00

1032

0.53

547

547

*0

494

0.53

262

262

￪

⤵

0

1009

23

CLV

558

AMPM

LUF

AMPM

LUF

AMPM

No

n/a

n/a

n/a

n/a

n/a

1.00

00

Yes

1611

1.00

00

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

No

n/a

n/a

n/a

n/a

n/a

1.00

00

From

To1.10

A0.00

0.59

2.00

B0.60

0.69

3.00

C0.70

0.79

4.00

D0.80

0.89

5.00

E0.90

0.99

F1.00


eryVillageAvenue/SiteEntrance(AreaVI)

CriticalLaneVolume

December1,2016

and




Montgom

eryVillage

Avenue

⇦1040

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

Critical

Lane

Volume

(CLV)

IncludedinCLV

NoOVR

OVR

TrafficSignal?

⇦16

EB0

1.00

0

SiteEntrance(AreaVI)

Yes


orWB

R0

1.00

0

NB

T R0

1.00

0

0Sto pSignControl?

No

SBT

1.00

0

355⇨

Note:

Montgom

eryVillage

Avenue

Montgom

ery

VillageAvenue

PolicyArea

CongestionStandard

Montgom

ery

Village/Airpark

1425


AdditionalNotes

⇦494

Montgom

ery

VillageAvenue

Direction

LaneGroup

LaneGroupVolume

0

1.00

LaneUseFactor(LUF)

Volume

OpposingLefts

LaneUseFactor(LUF)

OpposingVolume

T0

Critical

Lane

Volume

(CLV)

IncludedinCLV

⇦11

EB0

1.00

1.00

0


WB

R0

SB

Approach

Excl.Right

0

NB

TR0

Montgom

ery

VillageAvenue

PolicyArea

1.00

0

RightTurnOverlap

1032⇨

Note:

CongestionStandard

Montgom

ery

Village/Airpark

1425

Eastbound

Westbound

RightVol.

AdjacentLeftVol.

Overlap

Northbound

Southbound

M‐NCPPCLATRInputs

Opposing

(Through+

Rights)

PCE

LaneUseFactors

LOS

v/c

0‐199

1

Num

ber

LeftTurn

Through

LUF

11.00

ofLanes

LUF

200‐599

20.53

0.53

600‐799

30.37

0.37

50.25

800‐999

40.30

1000orm

ore

TRAN

SPO

RTA

TIO

N, T

RAF

FIC

, AN

D P

ARKI

NG

CO

NSU

LTAN

TS87

30 G

eorg

ia A

venu

e, S

uite

200

, Silv

er S

prin

g, M

aryl

and

2091

0Ph

one:

(301

) 448

-133

3

Fac

sim

ile: (

301)

448

-133

5

F-23

AppendixG

BusRouteInformation

12

34

56

NO

TES:

A

MPM

23

45

6

NO

TES:

A

MPM

65

43

21

NO

TES:

A

MPM

65

43

2

NO

TES:

A

MPM

Kaiser Permanente

Kaiser Permanente

LakeforestTransit C

enter

LakeforestTransit C

enter

Shady GroveMetro Station (East)


Montgomery Village

Ave & Centerway Rd

Montgomery Village

Ave & Centerway Rd

Snouffers School Rd

(MD 115) & MD 124

Snouffers School Rd

(MD 115) & MD 124

Montgomery Village

Ave & Wightman Rd

Montgomery Village

Ave & Wightman Rd

Montgomery Village

Ave & Wightman Rd

Montgomery Village

Ave & Wightman Rd

Snouffers School Rd

(MD 115) & MD 124

Snouffers School Rd

(MD 115) & MD 124

Montgomery Village

Ave & Centerway Rd

Montgomery Village

Ave & Centerway Rd



LakeforestTransit C

enter

LakeforestTransit C

enter

58 T

o Sh

ady

Gro

ve M

etro

Sta

tion

58 T

o Sh

ady

Gro

ve M

etro

Sta

tion

58 T

o La

kefo

rest

Tra

nsit

Cen

ter

58 T

o La

kefo

rest

Tra

nsit

Cen

ter

MO

ND

AY

TH

RO

UG

H F

RID

AY

SATU

RD

AY

MO

ND

AY

TH

RO

UG

H F

RID

AY

SATU

RD

AY

SEE

TIM

EP

OIN

T LO

CA

TIO

N O

N R

OU

TE M

AP

SEE

TIM

EP

OIN

T LO

CA

TIO

N O

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LakeforestTransit C

enter


Montgomery Village

Ave & Centerway Rd

Snouffers School Rd

(MD 115) & MD 124

Montgomery Village

Ave & Wightman Rd

Montgomery Village

Ave & Wightman Rd

Snouffers School Rd

(MD 115) & MD 124

Montgomery Village

Ave & Centerway Rd


LakeforestTransit C

enter

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7:

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8:

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46

3:50

4:

01

4:10

4:

10

4:16

4:

20

4:31

4:

40

4:40

4:

46

4:50

5:

01

5:10

5:

10

5:15

5:

20

5:30

5:

38

5:40

5:

45

5:50

6:

00

6:08

6:

10

6:15

6:

20

6:30

6:

38

6:40

6:

45

6:50

7:

00

7:08

7:

10

7:15

7:

20

7:30

7:

38

8:

00

8:07

8:

18

8:22

8:

27

8:30

8:

37

8:48

8:

52

8:57

9:

00

9:07

9:

18

9:22

9:

27

9:30

9:

37

9:48

9:

52

9:57

10

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10:0

7 10

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10:2

2 10

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10

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10:3

8 10

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10:5

3 10

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11

:00

11:0

8 11

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11:2

3 11

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11

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11:3

8 11

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11:5

3 11

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12

:00

12:0

8 12

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12:2

3 12

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12

:30

12:3

8 12

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12:5

3 12

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1:

00

1:08

1:

19

1:23

1:

29

1:30

1:

38

1:49

1:

53

1:59

2:

00

2:08

2:

19

2:23

2:

29

2:30

2:

38

2:49

2:

53

2:59

3:

00

3:08

3:

19

3:23

3:

29

3:30

3:

38

3:49

3:

53

3:59

4:

00

4:08

4:

19

4:23

4:

29

4:30

4:

38

4:49

4:

53

4:59

5:

00

5:08

5:

19

5:23

5:

29

5:30

5:

38

5:48

5:

52

5:58

6:

00

6:08

6:

18

6:22

6:

28

6:30

6:

38

6:48

6:

52

6:58

7:

00

7:08

7:

18

7:22

7:

28

7:30

7:

38

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59 To Rockville m

59 To Rockville m

59 To Montgomery Village Center

59 To Montgomery Village Center

MONDAY THROUGH FRIDAY

SATURDAY

MONDAY THROUGH FRIDAY

SATURDAY

SEE TIMEPOINT LOCATION ON ROUTE MAP




Crab

bs B

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& G

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Villa

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Mon

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Villa

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d)

4:49 4:53 4:56 5:03 5:09 5:11 5:16 5:22 5:27 5:32 5:19 5:23 5:27 5:34 5:41 5:44 5:49 5:56 6:01 6:06 6:11• 6:18 6:23 5:39 5:43 5:47 5:54 6:01 6:04 6:09 6:16 6:21 6:26 6:35• 6:43 6:48 5:59 6:04 6:09 6:16 6:23 6:26 6:31 6:40 6:45 6:50 6:14 6:19 6:24 6:31 6:38 6:41 6:46 6:55 7:00 7:05 6:29 6:34 6:39 6:46 6:54 6:58 7:03 7:12 7:18 7:23 6:44 6:49 6:54 7:01 7:09 7:13 7:18 7:27 7:33 7:38 6:59 7:04 7:09 7:16 7:24 7:28 7:33 7:42 7:48 7:53 7:14 7:19 7:24 7:31 7:39 7:43 7:48 7:57 8:03 8:08 7:29 7:34 7:39 7:46 7:54 7:58 8:03 8:12 8:18 8:23 7:44 7:49 7:54 8:01 8:09 8:13 8:18 8:27 8:33 8:38 7:59 8:04 8:09 8:16 8:24 8:28 8:33 8:42 8:48 8:53 8:14 8:19 8:24 8:31 8:39 8:43 8:48 8:57 9:03 9:08 8:29 8:34 8:39 8:46 8:54 8:58 9:03 9:12 9:18 9:23 8:44 8:49 8:54 9:01 9:09 9:13 9:18 9:27 9:33 9:38 8:59 9:04 9:09 9:16 9:24 9:28 9:33 9:42 9:48 9:53 9:14 9:19 9:24 9:32 9:39 9:42 9:46 9:54 9:59 10:04 9:29 9:34 9:39 9:47 9:54 9:57 10:01 10:09 10:14 10:19 9:53 9:58 10:03 10:11 10:18 10:21 10:25 10:33 10:38 10:43 10:21 10:26 10:31 10:39 10:46 10:49 10:53 11:01 11:06 11:11 10:51 10:56 11:01 11:09 11:16 11:19 11:23 11:31 11:36 11:41 11:21 11:26 11:31 11:39 11:46 11:49 11:53 12:01 12:06 12:11 11:51 11:56 12:01 12:09 12:16 12:19 12:23 12:31 12:36 12:41 12:21 12:26 12:31 12:39 12:46 12:49 12:53 1:01 1:06 1:11 12:51 12:56 1:01 1:09 1:16 1:19 1:23 1:31 1:36 1:41 1:21 1:26 1:31 1:39 1:46 1:49 1:53 2:01 2:06 2:11 1:51 1:56 2:01 2:09 2:16 2:19 2:23 2:31 2:36 2:41 2:16 2:21 2:26 2:34 2:41 2:44 2:48 2:56 3:01 3:06 2:36 2:41 2:46 2:54 3:01 3:04 3:08 3:16 3:21 3:26 2:56 3:01 3:06 3:14 3:21 3:24 3:28 3:36 3:41 3:46 3:16 3:23 3:29 3:38 3:45 3:48 3:53 4:01 4:07 4:12 3:36 3:43 3:49 3:58 4:05 4:08 4:13 4:21 4:27 4:32 4:01 4:08 4:14 4:23 4:30 4:33 4:38 4:46 4:52 4:57 4:26 4:33 4:39 4:48 4:55 4:58 5:03 5:11 5:17 5:22 4:56 5:03 5:09 5:18 5:25 5:28 5:33 5:41 5:47 5:52 5:26 5:33 5:39 5:48 5:55 5:58 6:03 6:11 6:17 6:22 5:56 6:03 6:09 6:18 6:25 6:28 6:33 6:41 6:47 6:52 6:26 6:32 6:37 6:45 6:51 6:55 6:59 7:06 7:11 7:16 6:56 7:02 7:07 7:15 7:21 7:25 7:29 7:36 7:41 7:46 7:26 7:32 7:37 7:45 7:51 7:55 7:59 8:06 8:11 8:16 7:56 8:01 8:05 8:12 8:18 8:21 8:25 8:31 8:35 8:40 8:26 8:31 8:35 8:42 8:48 8:51 8:55 9:01 9:05 9:10 8:56 9:01 9:05 9:12 9:18 9:21 9:25 9:31 9:35 9:40 9:26 9:31 9:35 9:42 9:48 9:51 9:55 10:01 10:05 10:10 9:56 10:01 10:05 10:12 10:18 10:21 10:25 10:31 10:35 10:40 10:26 10:31 10:35 10:42 10:48 10:51 10:55 11:01 11:05 11:10 11:00 11:04 11:08 11:14 11:19 11:22 11:25 11:31 11:35 11:40 11:38 11:42 11:46 11:52 11:57 12:00 12:03 12:09 12:13 12:18 12:18 12:22 12:26 12:32 12:37 12:40 12:43 12:49 12:53 12:58

5:20 5:25 5:31 5:38 5:42 5:45 5:50 5:58 6:06 5:50 5:55 6:01 6:08 6:12 6:15 6:20 6:28 6:36 6:20 6:26 6:33 6:40 6:44 6:47 6:52 7:01 7:09 6:50 6:56 7:04 7:11 7:15 7:19 7:25 7:35 7:46 7:20 7:26 7:34 7:41 7:45 7:49 7:55 8:05 8:16 7:50 7:56 8:04 8:11 8:15 8:19 8:25 8:35 8:46 8:20 8:26 8:34 8:41 8:45 8:49 8:55 9:05 9:16 8:50 8:55 9:01 9:08 9:12 9:15 9:20 9:31 9:36 9:42 9:20 9:25 9:31 9:38 9:42 9:45 9:50 10:01 10:06 10:12 9:50 9:55 10:01 10:08 10:12 10:15 10:20 10:31 10:36 10:42 10:20 10:25 10:31 10:38 10:42 10:45 10:50 11:01 11:06 11:12 10:50 10:55 11:01 11:08 11:12 11:15 11:20 11:31 11:36 11:42 11:20 11:25 11:31 11:38 11:42 11:45 11:50 12:01 12:06 12:12 11:50 11:55 12:02 12:08 12:12 12:16 12:22 12:34 12:40 12:46 12:20 12:25 12:32 12:38 12:42 12:46 12:52 1:04 1:10 1:16 12:49 12:54 1:01 1:07 1:11 1:15 1:21 1:33 1:39 1:45 1:09 1:14 1:21 1:27 1:31 1:35 1:41 1:53 1:59 2:05 1:29 1:34 1:41 1:47 1:51 1:55 2:01 2:13 2:19 2:25 1:49 1:54 2:01 2:07 2:11 2:15 2:21 2:33 2:39 2:45 2:09 2:15 2:22 2:30 2:35 2:39 2:45 2:57 3:04 3:11 2:29 2:35 2:42 2:50 2:55 2:59 3:05 3:17 3:28 2:49 2:55 3:02 3:10 3:15 3:19 3:25 3:37 3:48 3:09 3:15 3:22 3:30 3:35 3:39 3:45 3:57 4:08 3:29 3:35 3:42 3:50 3:55 3:59 4:05 4:17 4:28 3:49 3:55 4:02 4:10 4:15 4:19 4:25 4:37 4:48 4:04 4:10 4:17 4:25 4:30 4:34 4:40 4:52 5:03 4:19 4:25 4:32 4:40 4:45 4:49 4:55 5:07 5:18 4:34 4:40 4:47 4:55 5:00 5:04 5:10 5:22 5:33 4:49 4:55 5:02 5:11 5:16 5:20 5:27 5:38 5:49 5:04 5:10 5:17 5:26 5:31 5:35 5:42 5:53 6:04 5:19 5:25 5:32 5:41 5:46 5:50 5:57 6:08 6:19 5:34 5:40 5:47 5:56 6:01 6:05 6:12 6:23 6:34 5:49 5:55 6:02 6:11 6:16 6:20 6:27 6:38 6:49 6:04 6:10 6:17 6:26 6:31 6:35 6:42 6:53 7:04 6:19 6:25 6:32 6:41 6:46 6:50 6:57 7:08 7:19 6:35 6:40 6:47 6:55 6:59 7:02 7:09 7:19 7:29 6:55 7:00 7:07 7:15 7:19 7:22 7:29 7:39 7:45 7:51 7:15 7:20 7:26 7:33 7:37 7:40 7:46 7:56 8:01 8:06 7:35 7:40 7:46 7:53 7:57 8:00 8:06 8:16 8:21 8:26 7:55 8:00 8:06 8:13 8:17 8:20 8:26 8:36 8:41 8:46 8:20 8:25 8:31 8:38 8:42 8:45 8:51 9:01 9:06 9:11 8:50 8:55 9:01 9:08 9:12 9:15 9:21 9:31 9:36 9:41 9:20 9:25 9:31 9:38 9:42 9:45 9:51 10:01 10:06 10:11 9:50 9:55 10:01 10:08 10:12 10:15 10:21 10:31 10:36 10:41 10:20 10:25 10:30 10:36 10:39 10:42 10:47 10:55 11:00 11:05 10:50 10:55 11:00 11:06 11:09 11:12 11:17 11:25 11:30 11:35 11:20 11:25 11:30 11:36 11:39 11:42 11:47 11:55 12:00 12:05 12:05 12:10 12:15 12:21 12:24 12:27 12:32 12:40 12:45 12:50 12:55 1:00 1:05 1:11 1:14 1:17 1:22 1:30 1:35 1:40

5:17 5:21 5:24 5:31 5:37 5:39 5:43 5:49 5:54 5:59 6:00 6:04 6:07 6:14 6:20 6:22 6:26 6:32 6:37 6:42 6:43 6:47 6:50 6:57 7:03 7:05 7:09 7:15 7:20 7:25 7:13 7:17 7:20 7:27 7:33 7:35 7:39 7:45 7:50 7:55 7:43 7:47 7:51 7:59 8:05 8:08 8:12 8:19 8:24 8:29 8:13 8:17 8:21 8:29 8:35 8:38 8:42 8:49 8:54 8:59 8:43 8:47 8:51 8:59 9:05 9:08 9:12 9:19 9:24 9:29 9:13 9:17 9:21 9:29 9:35 9:38 9:42 9:49 9:54 9:59 9:43 9:47 9:51 9:59 10:05 10:08 10:12 10:19 10:24 10:29 10:13 10:17 10:21 10:29 10:35 10:38 10:42 10:49 10:54 10:59 10:43 10:48 10:53 11:01 11:08 11:11 11:15 11:23 11:28 11:33 11:13 11:18 11:23 11:31 11:38 11:41 11:45 11:53 11:58 12:03 11:43 11:48 11:53 12:01 12:08 12:11 12:15 12:23 12:28 12:33 12:13 12:18 12:23 12:31 12:38 12:41 12:45 12:53 12:58 1:03 12:43 12:48 12:53 1:01 1:08 1:11 1:15 1:23 1:28 1:33 1:13 1:18 1:23 1:31 1:38 1:41 1:45 1:53 1:58 2:03 1:43 1:48 1:53 2:01 2:08 2:11 2:15 2:23 2:28 2:33 2:13 2:18 2:23 2:31 2:38 2:41 2:45 2:53 2:58 3:03 2:43 2:48 2:53 3:01 3:08 3:11 3:15 3:23 3:28 3:33 3:13 3:18 3:23 3:31 3:38 3:41 3:45 3:53 3:58 4:03 3:43 3:48 3:53 4:01 4:08 4:11 4:15 4:23 4:28 4:33 4:13 4:18 4:23 4:31 4:38 4:41 4:45 4:53 4:58 5:03 4:43 4:48 4:53 5:01 5:08 5:11 5:15 5:23 5:28 5:33 5:13 5:18 5:23 5:31 5:38 5:41 5:45 5:53 5:58 6:03 5:43 5:48 5:53 6:01 6:08 6:11 6:15 6:23 6:28 6:33 6:13 6:17 6:22 6:29 6:35 6:38 6:42 6:49 6:53 6:58 6:43 6:47 6:52 6:59 7:05 7:08 7:12 7:19 7:23 7:28 7:13 7:17 7:22 7:29 7:35 7:38 7:42 7:49 7:53 7:58 7:43 7:47 7:52 7:59 8:05 8:08 8:12 8:19 8:23 8:28 8:13 8:17 8:22 8:29 8:35 8:38 8:42 8:49 8:53 8:58 8:43 8:47 8:51 8:57 9:02 9:05 9:08 9:14 9:18 9:23 9:13 9:17 9:21 9:27 9:32 9:35 9:38 9:44 9:48 9:53 9:43 9:47 9:51 9:57 10:02 10:05 10:08 10:14 10:18 10:23 10:13 10:17 10:21 10:27 10:32 10:35 10:38 10:44 10:48 10:53 10:43 10:47 10:51 10:57 11:02 11:05 11:08 11:14 11:18 11:23 11:13 11:17 11:21 11:27 11:32 11:35 11:38 11:44 11:48 11:53 11:50 11:54 11:58 12:04 12:09 12:12 12:15 12:21 12:25 12:30

6:10 6:15 6:21 6:27 6:31 6:34 6:39 6:47 6:52 6:57 6:40 6:45 6:51 6:57 7:01 7:04 7:09 7:17 7:22 7:27 7:10 7:15 7:21 7:27 7:31 7:34 7:39 7:47 7:52 7:57 7:40 7:45 7:51 7:57 8:01 8:05 8:10 8:20 8:26 8:31 8:10 8:15 8:21 8:27 8:31 8:35 8:40 8:50 8:56 9:01 8:40 8:45 8:51 8:57 9:01 9:05 9:10 9:20 9:26 9:31 9:10 9:15 9:21 9:27 9:31 9:35 9:40 9:50 9:56 10:01 9:40 9:45 9:51 9:57 10:01 10:05 10:10 10:20 10:26 10:31 10:10 10:15 10:21 10:27 10:31 10:35 10:40 10:50 10:56 11:01 10:40 10:45 10:51 10:57 11:01 11:05 11:10 11:20 11:26 11:31 11:10 11:15 11:22 11:28 11:32 11:36 11:42 11:54 12:00 12:06 11:40 11:45 11:52 11:58 12:02 12:06 12:12 12:24 12:30 12:36 12:10 12:15 12:22 12:28 12:32 12:36 12:42 12:54 1:00 1:06 12:40 12:45 12:52 12:58 1:02 1:06 1:12 1:24 1:30 1:36 1:10 1:15 1:22 1:28 1:32 1:36 1:42 1:54 2:00 2:06 1:40 1:45 1:52 1:58 2:02 2:06 2:12 2:24 2:30 2:36 2:10 2:15 2:22 2:28 2:32 2:36 2:42 2:54 3:00 3:06 2:40 2:45 2:52 2:58 3:02 3:06 3:12 3:24 3:30 3:36 3:10 3:15 3:22 3:28 3:32 3:36 3:42 3:54 4:00 4:06 3:40 3:45 3:52 3:58 4:02 4:06 4:12 4:24 4:30 4:36 4:10 4:15 4:22 4:28 4:32 4:36 4:42 4:54 5:00 5:06 4:40 4:45 4:52 4:58 5:02 5:06 5:12 5:24 5:30 5:36 5:10 5:15 5:22 5:28 5:32 5:36 5:42 5:54 6:00 6:06 5:40 5:45 5:52 5:58 6:02 6:06 6:12 6:24 6:30 6:36 6:10 6:15 6:21 6:27 6:31 6:35 6:40 6:50 6:56 7:01 6:40 6:45 6:51 6:57 7:01 7:05 7:10 7:20 7:26 7:31 7:10 7:15 7:21 7:27 7:31 7:35 7:40 7:50 7:56 8:01 7:40 7:45 7:51 7:57 8:01 8:05 8:10 8:20 8:26 8:31 8:10 8:15 8:21 8:27 8:31 8:35 8:40 8:50 8:56 9:01 8:40 8:45 8:50 8:56 8:59 9:02 9:07 9:15 9:20 9:25 9:10 9:15 9:20 9:26 9:29 9:32 9:37 9:45 9:50 9:55 9:40 9:45 9:50 9:56 9:59 10:02 10:07 10:15 10:20 10:25 10:10 10:15 10:20 10:26 10:29 10:32 10:37 10:45 10:50 10:55 10:55 11:00 11:05 11:11 11:14 11:17 11:22 11:30 11:35 11:40 11:40 11:45 11:50 11:56 11:59 12:02 12:07 12:15 12:20 12:25 12:35 12:40 12:45 12:51 12:54 12:57 1:02 1:10 1:15 1:20

SEE REVERSE FOR SUNDAY SERVICE SEE REVERSE FOR SUNDAY SERVICE

Please arrive at your stop several minutes ahead of your bus’ scheduled arrival. Since safe service is a priority at Ride On, buses may be delayed

due to traffic or weather.• Trip goes in to service on Crabbs Branch Way and

Redland Rd at 6:11 and 6:35.

FARESRegular Fare, Token, or SmarTrip® $1.75SmarTrip Fare Transfer from MetroRail $1.25Seniors and persons with disability with valid ID (including attendant-eligible) except during free periods:

Cash $0.85Senior/Disabled SmarTrip® $0.85Senior/Disabled SmarTrip® Transfer from Metrorail $0.35Seniors age 65 years or older with a Senior SmarTrip® card or valid Metro Senior ID Card or with valid Medicare Card and Photo ID from 9:30 am - 3 pm, Mon - Fri

FREE

Person with disability with Metro Disabled Identifi cation Card from 9:30 am - 3 pm, Mon - Fri

Person with disability with Metro Disability ID Card - Attendant Eligible from 9:30 am - 3 pm, Mon-Fri. Attendant rides half fare or free depending on time

MetroAccess - Certifi ed Customer with IDMetroAccess - Companion

Children under age 5Limit 2 children per paying passenger

FREELocal Bus Transfer with SmarTrip®

Children 5 to 18 with a student ID orYouth Cruiser SmarTrip® CardMonday - Friday, 2-8 pm

GUARANTEED RIDE HOMEWhen you take Metrobus, Metrorail and Ride On to work, you are eligible to participate in the free Commuter Connections Guaranteed Ride Home Program. To register and to receive program details call:Commuter Services at 301-770-POOL(7665).

HOW TO RIDE A BUSCheck schedule for timepoint nearest your location. Wait at the blue and white RIDE ON bus stop sign. Arrive several minutes before scheduled time. Have exact fare ready (drivers do not make change).

• Not all stops are listed on a public timetable.

• If you are unfamiliar with your stop, sit or stand behind the line near the front of the bus and ask the bus driver to notify you when your stop is approaching.

• Ask the bus driver if you are not sure if the bus goes to your stop.

• If you have internet access (at home or somewhere else, such as a public library), it may be easier for you to use an online trip planner rather than a paper timetable.

• Be mindful of changes in the schedule, for holidays or bad weather.

• Please observe the following rules for all patrons: No eating, drinking, or smoking.

• Electronic devices may be played with earphones set at low level.

HOW TO READ A TIMETABLE• Find the schedule for the day of the week and the direction

you wish to ride.

• Find the timepoints closest to your origin and destination. The timepoints are shown on the route map and indicate the time the bus is scheduled to be at the particular location. Your nearest bus stop may be between timepoints.

• Read down the column to see the times when a trip will be at the given timepoint. Read the times across to the right to see when the trip reaches other timepoints. If no time is shown, that trip does not serve that timepoint.

METROACCESSAlternative paratransit service to this Ride On route for people with certifi ed disabilities is available. Call MetroAccess at 301-562-5360.

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Rockville m (East)

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5:

17

5:21

5:

24

5:31

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37

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43

5:49

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6:14

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6:22

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26

6:32

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37

6:42

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43

6:47

6:

50

6:57

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03

7:05

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09

7:15

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20

7:25

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13

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20

7:27

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33

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7:57

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8:27

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11

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1:08

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1:15

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1:28

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1:13

1:

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1:23

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1:

41

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53

1:58

2:

03

1:4

3 1:

48

1:53

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01

2:08

2:

11

2:15

2:

23

2:28

2:

33

2:13

2:

18

2:23

2:

31

2:38

2:

41

2:4

5 2:

53

2:58

3:

03

2:4

3 2:

48

2:53

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01

3:08

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3:15

3:

23

3:28

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33

3:13

3:

18

3:23

3:

31

3:38

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41

3:4

5 3:

53

3:58

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03

3:4

3 3:

48

3:53

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01

4:08

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4:15

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23

4:28

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33

4:13

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18

4:23

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31

4:38

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41

4:4

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53

4:58

5:

03

4:4

3 4:

48

4:53

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01

5:08

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11

5:15

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23

5:28

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33

5:13

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17

5:22

5:

29

5:35

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5:42

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49

5:53

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5:4

3 5:

47

5:52

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59

6:05

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08

6:12

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19

6:23

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28

6:13

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17

6:22

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29

6:35

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38

6:42

6:

49

6:53

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58

6:4

3 6:

47

6:52

6:

59

7:05

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08

7:12

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19

7:23

7:

28

7:13

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17

7:22

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29

7:35

7:

38

7:42

7:

49

7:53

7:

58

7:4

3 7:

47

7:52

7:

59

8:05

8:

08

8:12

8:

19

8:23

8:

28

8:13

8:

17

8:21

8:

27

8:32

8:

35

8:38

8:

44

8:48

8:

53

8:4

3 8:

47

8:51

8:

57

9:02

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9:08

9:

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9:18

9:

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9:13

9:

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9:21

9:

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9:32

9:

35

9:38

9:

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9:48

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57

10:0

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12:2

5 12

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6:

10

6:15

6:

21

6:27

6:

31

6:34

6:

39

6:47

6:

52

6:57

6:

40

6:45

6:

51

6:57

7:

01

7:04

7:

09

7:17

7:

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7:

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7:15

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7:

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3:

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3:

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Center (Clubhouse Rd)

Montgomery Village


Montgomery Village

Ave & Arrowhead Rd

Montgomery Village

Ave & Arrowhead Rd

Goshen & Centerway Rds


Emory Grove &

Strawberry Knolls Rds

Emory Grove &


MD 124 & Emory Grove Rd


Shady Grove m

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Ave & Arrowhead Rd

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Ave & Arrowhead Rd

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Montgomery Village


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5:

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5:

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5:

49

5:55

5:

55

6:03

6:

09

6:16

6:

21

6:30

6:

20

6:28

6:

34

6:41

6:

46

6:55

6:

42

6:50

6:

56

7:03

7:

08

7:17

7:

02

7:10

7:

16

7:23

7:

28

7:37

7:

22

7:30

7:

36

7:43

7:

48

7:57

7:

45

7:53

7:

59

8:06

8:

11

8:20

8:

10

8:18

8:

24

8:31

8:

36

8:45

8:

35

8:43

8:

49

8:56

9:

01

9:10

9:

00

9:08

9:

14

9:21

9:

25

9:32

9:

25

9:33

9:

39

9:46

9:

50

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9:

55

10:0

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10

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11:3

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11

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6 12

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7

12:2

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12:3

9 12

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12:5

0 12

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12

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1:03

1:

09

1:16

1:

20

1:27

1:

25

1:33

1:

39

1:4

6 1:

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1:57

1:

55

2:03

2:

09

2:16

2:

20

2:27

2:

25

2:34

2:

41

2:49

2:

53

3:01

2:

55

3:0

4 3:

11

3:19

3:

23

3:31

3:

25

3:34

3:

41

3:49

3:

53

4:01

3:

55

4:0

4 4:

11

4:19

4:

23

4:31

4:

25

4:34

4:

41

4:49

4:

53

5:01

4:

55

5:0

4 5:

11

5:19

5:

23

5:31

5:

25

5:34

5:

41

5:49

5:

53

6:01

5:

55

6:0

4 6:

11

6:19

6:

23

6:31

6:

25

6:33

6:

39

6:4

6 6:

50

6:57

6:

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7:03

7:

09

7:16

7:

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7:27

7:

25

7:33

7:

39

7:4

6 7:

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7:57

7:

55

8:03

8:

09

8:16

8:

20

8:27

8:

25

8:33

8:

39

8:4

6 8:

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8:57

9:

00

9:08

9:

14

9:21

9:

25

9:32

9:

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9:58

10

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10:1

1 10

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10:2

2

5:

47

5:52

5:

55

6:02

6:

08

6:13

6:

17

6:22

6:

25

6:32

6:

38

6:43

6:

47

6:54

6:

58

7:05

7:

12

7:18

7:

17

7:24

7:

28

7:35

7:

42

7:48

7:

47

7:54

7:

58

8:05

8:

12

8:18

8:

17

8:24

8:

28

8:35

8:

42

8:48

8:

47

8:54

8:

58

9:05

9:

12

9:18

9:

17

9:23

9:

27

9:34

9:

40

9:45

9:

47

9:53

9:

57

10:0

4 10

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10:1

5

10:1

7 10

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10:2

7 10

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10:4

0 10

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10

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10:5

3 10

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11:0

4 11

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11:1

5

11:1

7 11

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11:2

7 11

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11:4

0 11

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11

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11:5

3 11

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12:0

4 12

:10

12:1

5

12:1

7 12

:23

12:2

7 12

:34

12:4

0 12

:45

12

:47

12:5

3 12

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1:0

4 1:

10

1:15

1:

17

1:23

1:

27

1:34

1:

40

1:4

6

1:47

1:

53

1:57

2:

04

2:10

2:

16

2:17

2:

23

2:27

2:

34

2:4

0 2:

46

2:

47

2:53

2:

57

3:0

4 3:

10

3:16

3:

17

3:23

3:

27

3:34

3:

40

3:4

6

3:42

3:

49

3:53

4:

01

4:07

4:

13

4:07

4:

14

4:18

4:

26

4:32

4:

38

4:32

4:

39

4:4

3 4:

51

4:57

5:

03

4:57

5:

05

5:09

5:

17

5:24

5:

30

5:22

5:

30

5:34

5:

42

5:49

5:

55

5:49

5:

57

6:01

6:

09

6:16

6:

22

6:17

6:

25

6:29

6:

37

6:4

4 6:

50

6:47

6:

55

6:59

7:

07

7:14

7:

20

7:17

7:

25

7:29

7:

37

7:4

4 7:

50

7:47

7:

53

7:57

8:

03

8:09

8:

14

8:17

8:

23

8:27

8:

33

8:39

8:

44

8:

47

8:53

8:

57

9:03

9:

09

9:14

9:

17

9:23

9:

27

9:33

9:

39

9:4

4

9:47

9:

53

9:57

10

:03

10:0

9 10

:14

10

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10:2

3 10

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10:3

3 10

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10:4

4

6:

45

6:52

6:

58

7:05

7:

09

7:15

7:

25

7:32

7:

38

7:45

7:

49

7:55

7:

55

8:02

8:

08

8:15

8:

19

8:25

8:

25

8:32

8:

38

8:45

8:

49

8:56

8:

55

9:02

9:

08

9:15

9:

19

9:26

9:

25

9:32

9:

38

9:45

9:

49

9:56

9:

55

10:0

2 10

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10:1

5 10

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10:2

6

10:2

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10:3

8 10

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10:4

9 10

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10

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11:0

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11:2

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11:2

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0 11

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11

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12:0

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6 12

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12:2

7

12:2

5 12

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12:3

9 12

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12:5

0 12

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12

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1:03

1:

09

1:16

1:

20

1:27

1:

25

1:33

1:

39

1:4

6 1:

50

1:57

1:

55

2:03

2:

09

2:16

2:

20

2:27

2:

25

2:33

2:

39

2:4

6 2:

50

2:57

2:

55

3:03

3:

09

3:16

3:

20

3:27

3:

25

3:33

3:

39

3:4

6 3:

50

3:57

3:

55

4:03

4:

09

4:16

4:

20

4:27

4:

25

4:33

4:

39

4:4

6 4:

50

4:57

4:

55

5:03

5:

09

5:16

5:

20

5:27

5:

25

5:33

5:

39

5:4

6 5:

50

5:57

5:

55

6:03

6:

09

6:16

6:

20

6:27

6:

25

6:33

6:

39

6:4

6 6:

50

6:57

6:

55

7:03

7:

09

7:16

7:

20

7:27

7:

25

7:33

7:

39

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6 7:

50

7:57

7:

55

8:03

8:

09

8:16

8:

20

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25

8:33

8:

39

8:4

6 8:

50

8:57

9:

00

9:08

9:

14

9:21

9:

25

9:32

7:

17

7:22

7:

25

7:32

7:

38

7:43

7:

47

7:52

7:

55

8:02

8:

08

8:13

8:

17

8:22

8:

26

8:33

8:

39

8:44

8:

47

8:52

8:

56

9:03

9:

09

9:14

9:

17

9:22

9:

26

9:33

9:

39

9:44

9:

47

9:52

9:

56

10:0

3 10

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10:1

4

10:1

7 10

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10:2

6 10

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10:3

9 10

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10

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10:5

2 10

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11:0

3 11

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7 11

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0 11

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11

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4 1:

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1:16

1:

17

1:23

1:

27

1:34

1:

40

1:4

6

1:47

1:

53

1:57

2:

04

2:10

2:

16

2:17

2:

23

2:27

2:

34

2:4

0 2:

46

2:

47

2:53

2:

57

3:0

4 3:

10

3:16

3:

17

3:23

3:

27

3:34

3:

40

3:4

6

3:47

3:

53

3:57

4:

04

4:10

4:

16

4:17

4:

23

4:27

4:

34

4:4

0 4:

46

4:

47

4:53

4:

57

5:0

4 5:

10

5:16

5:

17

5:23

5:

27

5:34

5:

40

5:4

6

5:47

5:

53

5:57

6:

03

6:09

6:

15

6:17

6:

23

6:27

6:

33

6:39

6:

45

6:

47

6:53

6:

57

7:03

7:

09

7:15

7:

17

7:23

7:

27

7:33

7:

39

7:4

5

7:47

7:

53

7:57

8:

03

8:09

8:

14

8:17

8:

23

8:27

8:

33

8:39

8:

44

8:

47

8:53

8:

57

9:03

9:

09

9:14

9:

22

9:28

9:

32

9:38

9:

44

9:49

SEE

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bus

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whe

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trip

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tim

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oint

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how

n,th

at t

rip d

oes

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at t

imep

oint

.

G-5

65

43

21

NO

TES:

PM

Plea

se a

rriv

e at

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r st

op

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inut

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ince

saf

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a p

rio

rity

at

Rid

e O

n, b

uses

may

be

del

ayed

due

to

traf

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eath

er.

Montgomery Village


Montgomery Village

Ave & Arrowhead Rd Goshen & Centerway RdsEmory Grove &

Strawberry Knolls Rds MD 124 &

Emory Grove Rd Shady Grove m

(East)

Shady Grove m

(East)

MD 124 & Emory Grove Rd Emory Grove &

Strawberry Knolls Rds Goshen &

Centerway RdsMontgomery Village

Ave & Arrowhead Rd Montgomery Village


64 T

o Sh

ady

Gro

ve m

SUN

DA

Y

12

34

56

NO

TES:

A

MPM

SEE

TIM

EP

OIN

T LO

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N O

N R

OU

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AP

64 T

o M

ontg

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y V

illag

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ND

AY

SEE

TIM

EP

OIN

T LO

CA

TIO

N O

N R

OU

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AP

6:

55

7:02

7:

08

7:15

7:

19

7:25

7:

25

7:32

7:

38

7:45

7:

49

7:55

7:

55

8:02

8:

08

8:15

8:

19

8:25

8:

25

8:32

8:

38

8:45

8:

49

8:55

8:

55

9:02

9:

08

9:15

9:

19

9:25

9:

25

9:32

9:

38

9:45

9:

49

9:56

9:

55

10:0

2 10

:08

10:1

5 10

:19

10:2

6

10:2

5 10

:32

10:3

8 10

:45

10:4

9 10

:56

10

:55

11:0

2 11

:08

11:1

5 11

:19

11:2

6

11:2

5 11

:32

11:3

8 11

:45

11:4

9 11

:56

11

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12:0

3 12

:09

12:1

6 12

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12:2

7

12:2

5 12

:33

12:3

9 12

:46

12:5

0 12

:57

12

:55

1:03

1:

09

1:16

1:

20

1:27

1:

25

1:33

1:

39

1:4

6 1:

50

1:57

1:

55

2:03

2:

09

2:16

2:

20

2:27

2:

25

2:33

2:

39

2:4

6 2:

50

2:57

2:

55

3:03

3:

09

3:16

3:

20

3:27

3:

25

3:33

3:

39

3:4

6 3:

50

3:57

3:

55

4:03

4:

09

4:16

4:

20

4:27

4:

25

4:33

4:

39

4:4

6 4:

50

4:57

4:

55

5:03

5:

09

5:16

5:

20

5:27

5:

25

5:33

5:

39

5:4

6 5:

50

5:57

5:

55

6:03

6:

09

6:16

6:

20

6:27

6:

25

6:33

6:

39

6:4

6 6:

50

6:57

6:

55

7:03

7:

09

7:16

7:

20

7:27

7:

25

7:33

7:

39

7:4

6 7:

50

7:57

7:

55

8:03

8:

09

8:16

8:

20

8:27

8:

30

8:38

8:

44

8:51

8:

55

9:02

7:

47

7:52

7:

55

8:02

8:

08

8:13

8:

17

8:22

8:

25

8:32

8:

38

8:43

8:

47

8:52

8:

55

9:02

9:

08

9:13

9:

17

9:22

9:

26

9:33

9:

39

9:44

9:

47

9:52

9:

56

10:0

3 10

:09

10:1

4

10:1

7 10

:22

10:2

6 10

:33

10:3

9 10

:44

10

:47

10:5

2 10

:56

11:0

3 11

:09

11:1

4

11:1

7 11

:22

11:2

6 11

:33

11:3

9 11

:44

11

:47

11:5

3 11

:57

12:0

4 12

:10

12:1

6

12:1

7 12

:23

12:2

7 12

:34

12:4

0 12

:46

12

:47

12:5

3 12

:57

1:0

4 1:

10

1:16

1:

17

1:23

1:

27

1:34

1:

40

1:4

6

1:47

1:

53

1:57

2:

04

2:10

2:

16

2:17

2:

23

2:27

2:

34

2:4

0 2:

46

2:

47

2:53

2:

57

3:0

4 3:

10

3:16

3:

17

3:23

3:

27

3:34

3:

40

3:4

6

3:47

3:

53

3:57

4:

04

4:10

4:

16

4:17

4:

23

4:27

4:

34

4:4

0 4:

46

4:

47

4:53

4:

57

5:0

4 5:

10

5:16

5:

17

5:23

5:

27

5:33

5:

39

5:4

5

5:47

5:

53

5:57

6:

03

6:09

6:

15

6:17

6:

23

6:27

6:

33

6:39

6:

45

6:

47

6:53

6:

57

7:03

7:

09

7:15

7:

17

7:23

7:

27

7:33

7:

39

7:4

4

7:47

7:

53

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FAR

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Montgomery Village Center

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Shady Grove (East) m


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Mid-County Hwy

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Mid-County Hwy

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Mid-County Hwy

& Pierpoint PlaceMid-County

Hwy & Saybrooke

Oaks Blvd


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Shady Grove (East) m


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LIBRARY

SCHOOL

CERTAIN TRIPS

BUS ROUTE

HOSPITAL

POINT OF INTEREST

EXPRESS SERVICE

KEY

September 2016Subject to change

METRO STATION

WashingtonGrove

Gaithersburg

370

Shady Grove MS

Mill Creek Towne ES

Longview SpecialForest

Oak MS

MontgomeryVillage MS

WatkinsMill ES

MontgomeryVillage Center

SouthLake ES

Stedwick ESWhetstone ES

GaithersburgLibrary

Upper County Pool

Flower Hill ES Express Service

1

2

5

4

3

Shady Grove

Miller Fall Rd

Washngton G

rove

Saybrooke Oaks

Woodfield Rd

Mill Run Dr

Epsilon Dr

Cra

bbs B

ranch

Way

Centerway Rd

124

124

124

Briardale Rd

Emory Grove

Rd

Strawberry K

noll Rd

Go

shen

Rd

Pie

r Po

int

Pl

Sum

mit

Ave

WASHINGTONGROVE

GAITHERSBURG

MONTGOMERYVILLAGE

No boarding or alighting between Midcounty Hwy & Pierpoint Pl and Shady Grove Station (except at Saybrooke Oaks Blvd & Midcounty Hwy inbound and Woodfield Rd & Midcounty Hwy outbound.

Midcounty

Hwy

Shady Grove Rd

Stedwick Rd

Mo

ntg

om

ery

Vill

age

Club House Rd

Wat

kins

Mill

Express Service

Montgomery Village Center – Montgomery Village Ave – Mid-County Highway-Express – Shady Grove m 65

Please arrive at your stop several minutes ahead of your bus’ scheduled arrival. Since safe service is a priority at Ride On, buses may be delayed due to traffic or weather.

ME

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BLOOM MONTGOMERY VILLAGE · bloom montgomery village local area transportation review and...

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Transcript of BLOOM MONTGOMERY VILLAGE · bloom montgomery village local area transportation review and...