CVS Derwood. Local Area Transportation Review

CVS Derwood Montgomery County, Maryland May 27, 2016 Local Area Transportation Review Prepared for: JC Bar Properties, Inc. Steve Fleming, PE 415 Fallowfield Road, Suite 301 Camp Hill, Pennsylvania 17011 (717) 972 5739 steve@jcbprop.com

TABLE OF CONTENTS INTRODUCTION and SUMMARY OF FINDINGS... 1 EXISTING TRAFFIC CONDITIONS... 4 1 Site Location Map... 7 1A Concept Plan... 8 2 Existing Lane Use... 9 3 2015 Existing Peak Hour Traffic Volumes... 10 4 Results of Pedestrian Crossing Timing Analysis... 11 5 Existing Pedestrian & Bicycle Facilities and Transit Service... 12 BACKGROUND TRAFFIC CONDITIONS... 13 6 Pipeline Developments... 14 7 Trip Generation for Pipeline Developments... 15 8A Trip Assignment for Bowie Mill Estates... 16 8B Trip Assignment for Alfred House... 17 9 Background Peak Hour Traffic Volumes... 18 TOTAL TRAFFIC CONDITIONS... 19 10 Trip Generation for Subject Site... 21 11 Trip Distribution Percentage for Subject Site... 22 12 Trip Assignment for Subject Site... 23 13 Pass By Trip Assignment... 24 14 Total Peak Hour Traffic Volumes... 25 15 Results of Intersection Capacity Analyses (CLV)... 26 16 HCM Queue Analysis for MD 115 & Redland Rd.... 27 RESULTS, RECOMMENDATIONS, AND CONCLUSIONS... 28

INTRODUCTION AND SUMMARY OF FINDINGS Study Purpose The Traffic Group, Inc. has prepared this Local Area Transportation Review (LATR) to quantify the impact that the proposed development of a 9,965 sq. ft. CVS Pharmacy with drive thru will have on surrounding roadway network in the Derwood section of Montgomery County. The subject site is located in the southeast quadrant of MD 115 (Muncaster Mill Road) at Redland Road. The site currently features two abandoned properties which will be consolidated into a single lot. The combined properties feature two access points to MD 115 and four access points to Redland Road. The access is proposed to be consolidated into a single full movement point along MD 115 and a single left in/right in/right out full movement point along Redland Road. Each access point will operate under stop control. Restrictions will be placed by signing to prohibit certain movements during certain peak hours. Study Criteria/Methodology This report has been prepared in accordance with standards set forth in the Maryland National Capital Park and Planning Commissions (M NCPPC) Local Area Transportation Review and Transportation Policy Area Review Guidelines, a document published in January 2013. A scoping agreement for this site was approved by M NCPPC on September 4, 2015. A copy of the scoping agreement can be found in Appendix D. CVS Derwood is located within the Derwood Policy Area. As a result, the acceptable CLV threshold is 1,475 for all intersections. With regard to Transportation Policy Area Review (TPAR), the Derwood Policy Area is considered to have an adequate roadway test result but an inadequate transit test result. Therefore, the development is subject to a TPAR payment of 25% of the Impact Tax. As a result of the proposed access locations adjacent to the signalized intersection of MD 115 at Redland Road, M NCPPC has requested queueing analysis for the intersection. All queueing analysis for this location was prepared in accordance with Highway Capacity Manual (HCM Procedures) as required by M NCPPC. 1

It is anticipated that the subject site will generate significantly fewer than 249 peak hour trips. Therefore, a single tier of signalized intersections is incorporated within this document. Scope of Services The principle scope of services undertaken for the study was as follows: Conduct a field inspection to collect physical information concerning the nearby road system including a compilation of aerial photography. Collect intersection turning movement counts from 6:30 9:30 a.m. and 4 7 p.m. at each study intersection. Obtain a list of approved background developments from M NCPPC sources. Prepare Trip Generation and Trip Distribution for all background developments and the subject site. Undertake Level of Service Evaluations for each study intersection using existing, background and total traffic conditions. Review pedestrian amenities and transit service in the area and develop a Pedestrian Impact Statement. Calculate the required TPAR payment for this site. Summary of Findings and Recommendations This document will demonstrate that each study intersection currently exhibits acceptable operations based on the CLV congestion standard. With the additional traffic to be generated by the approved background developments and the subject site, each intersection is projected to maintain acceptable operations. Therefore, it is our opinion that the surrounding road network is capable of supporting the proposed development without further off site improvements. With regard to queueing, the northbound approach of Redland Road currently experiences queues that extend beyond the proposed site access point during the evening peak period. During the morning peak period, and throughout the 2

rest of the day, the northbound queue is significantly less and does not impact the site access point. In order to adequately address questions raised by Montgomery County Department of Transportation officials, the access point to Redland Road will be designed with an island to restrict all left turns out of the property. An R3 2(1) sign will be posted along Redland Road to prohibit left turns into the site from 3 PM 7 PM. SHA raised questions about traffic exiting the subject site during the AM peak hour because of the queuing on MD 115. It was agreed to with SHA officials that a sign will be required on property to restrict left turns exiting the site. The R3 2(1) sign will feature a restriction from 7 9 AM and 4 6 PM. No physical channelization will be constructed within the MD 115 driveway. Copies of meeting correspondence can be found in Appendix D. To satisfy TPAR, a payment will be required to address the transit test results for the Derwood Policy Area. With the payment of the fee all adequacy requirements are satisfied. 3

EXISTING TRAFFIC CONDITIONS Site Information The CVS Derwood is located in the southeast quadrant of the intersection of MD 115 (Muncaster Mill Road) at Redland Road in the Derwood section of Montgomery County. The site is currently developed with an abandoned gas station and an abandoned convenience store which will be razed. A map showing the site and the existing road network can be found in Exhibit 1. A concept plan detailing the proposed development can be found in Exhibit 1A. Study Area Based on the location of the property and the projected trip generation, M NCPPC identified the following intersection to be included within this analysis. MD 115 at Redland Road Redland Road at Mill Run Drive MD 115 at Bowie Mill Road Redland Road at Site Access to Red Mill Shopping Center Near the proposed site, MD 115 features one thru lane in the westbound direction and two thru lanes in the eastbound direction. Just east of the site, the roadway narrows down to a single travel lane. There are auxiliary turn lanes along eastbound and westbound MD 115. Redland Road features one travel lane in each direction accompanied by auxiliary lanes. In the northbound direction the 120 foot long west turn lane is followed by a 220 foot long two way left turn lane. The Two Way Left Turn Lane (TWLTL) features access to properties on both the east and west side of the roadway. The intersection of MD 115 at Muncaster Mill Road is controlled by signalization. To the south, the intersection of Redland Road at Mill Run Drive features stop control. This intersection is situated approximately 500 feet south of MD 115. MD 115 is maintained by the Maryland State Highway Administration (SHA). It traverses Montgomery County in the east/west direction for a distance of approximately 5.83 miles from MD 124 (Woodfield Road) to MD 28/MD 355 (Norbeck Road). In the vicinity of the subject site, MD 115 is classified as an Urban Minor Arterial on the state secondary system. There are no access 4

controls, and the roadway is not considered part of the National Highway System. Montgomery County also classifies MD 115 as an arterial route. Redland Road is a county maintained roadway extending from I 270 northerly/easterly to MD 115. North of MD 115 the roadway continues as Muncaster Mill Road. Montgomery County classifies Redland Road as a residential primary street on its Master Plan of Highways. Exhibit 2 has been prepared to detail the speed limits traffic control devices and lane use configurations at each of the study intersections. Aerial photographs provided in further detail can be found in Appendix A. Traffic Volumes Intersection turning movement counts were collected at each of the study intersections from 6:30 9:30 a.m. and from 4 7 p.m. on a typical weekday while public school was in session for a full day. Exhibit 3 contains a summary of the peak hour volumes passing through each of the study intersections. Full details on the traffic data can be found in Appendix A. Pedestrian Impact Statement While the turning movement counts were collected, pedestrian volumes were also observed at all intersections. Details on the pedestrian counts can be found in Appendix A. A review of the data contained in Appendix A reveals that relatively minimal pedestrian activity was observed throughout the counting period. The most intense observations were along the south leg of Redland Road at MD 115 where a total of 26 pedestrians crossed the intersection during the entire three hour afternoon counting period. Similarly the west leg of Mill Run Drive at Redland Road featured a total of 37 pedestrians throughout the entire count period. There were no pedestrians observed at the intersection of MD 115 and Bowie Mill Road. The intersection of MD 115 at Redland Road is the only location within the study area that features pedestrian signals. Therefore, the crossing timing analysis is provided for this location only. As shown in Exhibit 4, the available time to cross each of the four legs is greater than the desired time. 5

Pedestrian facilities were inventoried at each of the study locations. Exhibit 5 details the existing amenities. Specifically, a five foot wide sidewalk is available throughout the study area. The sidewalk does not extend easterly to Bowie Mill Road, thus there are no pedestrian amenities. There are ADA compliant ramps located at the signalized intersection of MD 115 and Redland Road. Two bus routes currently utilize the MD 115/Redland Road corridors. They are Routes 53 and 57, operated by Ride On. Various stops are available throughout the study area. Details on the bus schedule can be found in Appendix C. Bikeway BL 35 traverses MD 115 within the study area. Bikeway. It is an on street Analysis of Existing Traffic Conditions Intersection Capacity Analyses were undertaken for each of the study intersections using Critical Lane Volume (CLV) Methodology. The results are summarized in Exhibit 15. Complete capacity worksheets can be found in Appendix B. A review of Exhibit 15 reveals that each intersection currently operates below the 1475 Congestion Standard. Queueing Analysis was undertaken for the intersection of MD 115 at Redland Road as required by M NCPPC. HCM results can be found in Exhibit 16. As shown within the results, the existing northbound Redland Road left turn exceeds the available storage space during the afternoon peak. During other time periods, the storage length is adequate to accommodate demand. Similarly, the eastbound MD 115 left turn slightly exceeds the available storage space for the PM peak period only. 6

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EXHIBIT 1A 8 CONCEPT PLAN

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RESULTS OF PEDESTRIAN CROSSING TIMING ANALYSIS INTERSECTION Crossing Distance (ft) Available Time (Second) Desired Time (Second) MD 115 & Redland Rd/Muncaster Rd East Leg of MD 115 49 19 12.0 West Leg of MD 115 58 19 14.6 North Leg of Muncaster Rd 52 18 12.4 South Leg of Redland Rd 58 18 14.1 Note: 1. Desired Time is calculated by divide Crossing Distance by 3.5 ft/sec walking speed then subtracting red clearance time. The existing pedestrian signal timing can be found in attached document provided by Transportation Management Center. 2. Crossing distance are measured from curb to the far edge of the far travel lane. EXHIBIT 4 RESULTS OF PEDESTRIAN CROSSING TIMING ANALYSIS rh, 150808\initial\pedtiming.xls-pedtime1, f10/01/15 11

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BACKGROUND TRAFFIC CONDITIONS Background Traffic Representatives from M NCPPC confirmed that there are two approved pipeline developments near the subject site. They include: Bowie Mill Estates (120060320) Alfred House (120120300) Exhibit 6 details the relative locations of the background developments. The trips projected to be generated by each of the background developments were distributed and assigned to the road network based on current traffic patterns and projected future demand. Exhibit 7 details the trip generation for the individual background developments, which is based on M NCPPC rates. The trips are assigned in Exhibits 8A and 8B. Adding the trips to be generated by each of the background developments to the existing peak hour traffic volumes results in the background peak hour traffic volumes as shown in Exhibit 9. Analysis of Background Traffic Conditions CLV Analysis was again undertaken for each of the study intersections, this time with consideration given to each of the background developments. The results of the CLV Analysis are summarized in Exhibit 15. Complete capacity worksheets can be found in Appendix B. A review of Exhibit 15 reveals that each intersection is projected to operate acceptably with the development of all background properties. Queueing Analysis was also undertaken for the background condition at the intersection of MD 115 at Redland Road. As shown in Exhibit 16, the queue lengths remain similar under the background condition. 13

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Trip Generation Rates Formula/Rate Directional Distribution AM Peak Hour PM Peak Hour IN OUT IN OUT Single-Family Detached (Montgomery County Rate, 75 units or more) Morning Trips = 0.62 x (Units) + 25 25% 75% 64% 36% Evening Trips = 0.82 x (Units) + 21 Senior/Elderly Housing (Montgomery County Rate, Assisted-Living Facility) Morning Trips = 0.03 x Units Evening Trips = 0.06 x Units Trip Generation for Pipeline Developments No. Land Use Size AM Peak Hour PM Peak Hour In Out Total In Out Total 1. Bowie Mill Estates (120060320)- Approved 186 SFD, 79 Unbuild Single Family Detached 79 Units 18 56 74 55 31 86 2. AlfredHouse Assisted Living Units 34 Units 1 0 1 1 1 2 FH F:\2015\2015-0808_CVS - Derwood\ENG\INITIAL\Trips.xls,10/1/2015 EXHIBIT 7 TRIP GENERATION FOR PIPELINE DEVELOPMENTS 15

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TOTAL TRAFFIC CONDITIONS Site Information CVS Derwood is proposed to be developed in the southeast corner of the intersection of MD 115 at Redland Road in the Derwood section of Montgomery County. A pharmacy with drive thru containing 9,965 sq. ft. is proposed to be developed on site. Access to the property is proposed via one point along MD 115 and one point along Redland Road. Each location will operate under stop control. Along MD 115 left turns will be restricted by signing during the peak periods. Along Redland Road left turns out will be precluded at all times through channelization. Left turns in will be restricted by signing from 4 PM 7 PM. The access points are positioned as far from the signalized intersection as possible to provide the most efficient access scenario. Trip Generation/Distribution Since M NCPPC does not have an established trip rate for a pharmacy land use, the Institute of Transportation Engineers (ITE) Trip Generation (9 th Edition) was used to quantify the projected trips associated with the developments as shown in Exhibit 10 a total of 33 AM peak hour trips, and 96 evening peak hour trips are expected. It is important to recognize the trips generated by the proposed development are significantly lower than the trips associated with the previous uses on site. Because those uses have been abandoned for such a long period of time, no reduction is taken in this section of the analysis. The pharmacy land use is considered convenience retail and will have a significant amount of pass by trips. Pass by trips represent vehicles that are already travelling on the road network stopping by the pharmacy as an intermediate destination while travelling to their final destination. ITE permits a reduction of up to 49% of the trips during the peak p.m. period. No rate is provided for the morning peak period, so no reduction is taken. It stands to reason that given the proximity of this pharmacy to the intersection of MD 115 at Redland Road that the true pass by rate would likely even be higher. The trips projected to be generated by the CVS pharmacy were distributed and assigned to the road network based on current traffic patterns, projected future demand, and the restricted access configurations. Exhibit 11 contains a summary of the trip distribution percentage while the trip assignment can be found in Exhibit 12. The corresponding pass by trip assignment is summarized in Exhibit 13. It is important to recognize no new trips were assigned to or from the south because of the restricted left turn egress. It is likely that additional movements will occur during non peak hours to the south. Combining all site 19

trips with the background peak hour traffic volumes results in the total peak hour traffic volumes as shown on Exhibit 14. Analysis of Total Traffic Conditions Intersection Capacity Analysis was again undertaken for each of the study intersections this time with consideration given to the full buildout of CVS Derwood. The results of the CLV analysis can be found in Exhibit 15. Appendix B contains complete capacity worksheets. As shown within Exhibit 15 each intersection, including the site access points, is projected to operate below the 1475 Congestion Standard. Queueing Analysis was again undertaken for the intersection of MD 115 at Redland Road using HCM criteria. The results are shown in Exhibit 16. A review of the exhibit reveals that the subject site will not increase any queue length by more than one vehicle. While the northbound Redland Road left turn exceeds the available storage, the subject site has a minimal impact on this movement because of the limited anticipated demand. During the morning peak period the northbound Redland Road left turn is capable of stacking within the existing storage length. The configuration of the surrounding road network does not permit any further lengthening of this turn bay. It is understood that site traffic will be delayed as a result of the p.m. queueing. Traffic exiting the site will have to wait for an appropriate gap before entering the traffic stream. The delays will not impact existing traffic on Redland Road. Transportation Policy Area Review (TPAR) For sites located within the Derwood Policy Area, TPAR dictates a payment equal to 25% of the Transportation Impact Tax is required to satisfy the transit test result. Effective July 1, 2015, the Transportation Impact Tax is assessed at $11.40 per square foot of retail development. There are two existing structures on site for which a credit can be applied to the Transportation Impact Tax: a 3,067 sq. ft. gas station and a 616 sq. ft. convenience store. Therefore, the TPAR payment for this 9,965 sq. ft. building is calculated as follows: 9,965 SF CVS 2,067 SF Gas Station 616 SF Convenience Store = 7,282 SF 7,282 SF x $11.40 x 25% = $20,753.70 20

Trip Generation Rates Formula/Rate Pharmacy/Drugstore w/drive Thru (ksf, ITE-881) Directional Distribution AM Peak Hour PM Peak Hour On Out In Out Morning Trips = 3.45 x ksf 52% 48% 50% 50% Evening Trips = 9.91 x ksf Trip Generation for CVS - Proposed Land Use Size AM Peak Hour PM Peak Hour In Out Total In Out Total Pharmacy w/drive Thru 9,965 sq.ft. 18 16 34 49 50 99 Pass-by Trips (PM-49%) -24-25 -49 Net Trips 18 16 34 25 25 50 Note: Site trips are based on ITE Trip Generation 9th Edition. Pass by trips are based on ITE Trip Generation Handbook 3rd Edition. FH, F:\2015\2015-0808_CVS - Derwood\ENG\REV3\Trips, 5/6/2016 EXHIBIT 10 TRIP GENERATION FOR 21 SUBJECT SITE

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CLV Existing Traffic Background Traffic Total Traffic Morning Peak Hour Traffic CLV CLV CLV 1. MD 115 & Redland Rd/Muncaster Rd 983 1017 1025 2. Redland Rd & Mill Run Dr 1253 1253 1253 3. MD 115 & Bowie Mill Rd 1248 1271 1276 4. MD 115 & Site Access 1 --- --- 742 5. MD 115 & Site Access 2 1232 1232 1232 Evening Peak Hour Traffic 1. MD 115 & Redland Rd/Muncaster Rd 1298 1318 1328 2. Redland Rd & Mill Run Dr 581 581 581 3. MD 115 & Bowie Mill Rd 1099 1145 1155 4. MD 115 & Site Access 1 --- --- 761 5. MD 115 & Site Access 2 918 918 910 Note: Congestion Standard for Derwood Policy Area is 1475. EXHIBIT 15 RESULTS OF INTERSECTION CAPACITY ANALYSES (CLV) rh, 150808\rev3\los.xls-result, f05/06/16 26

HCM 2010-95th Queue Existing Traffic Background Traffic Total Traffic Morning Peak Hour Traffic 1. MD 115 & Redland Rd/Muncaster Rd Storage Length Queue (ft) Queue (ft) Queue (ft) EB MD 115 Left Turn 110' 68 70 70 WB MD 115 Left Turn 415' 173 175 178 NB Redland Left Turn 340' 70 70 80 SB Muncaster Rd Left Turn 150' 38 38 40 Evening Peak Hour Traffic 1. MD 115 & Redland Rd/Muncaster Rd EB MD 115 Left Turn 110' 118 120 125 WB MD 115 Left Turn 415' 90 95 95 NB Redland Left Turn 340' 405 423 453 SB Muncaster Rd Left Turn 150' 48 50 55 EXHIBIT 16 HCM QUEUE ANALYSIS FOR MD 115 & REDLAND RD rh, 150808\rev3\los.xls-q, f05/06/16 27

RESULTS, RECOMMENDATIONS, AND CONCLUSIONS Study Purpose The Traffic Group, Inc. has prepared this Local Area Transportation Review (LATR) to quantify the impact that the proposed development of a 9,965 sq. ft. CVS Pharmacy with drive thru will have on surrounding roadway network in the Derwood section of Montgomery County. The subject site is located in the southeast quadrant of MD 115 (Muncaster Mill Road) at Redland Road. The site currently features two abandoned properties which will be consolidated into a single lot. The combined properties feature two access points to MD 115 and four access points to Redland Road. The access is proposed to be consolidated into a single full movement point along MD 115 and a single left in/right in/right out full movement point along Redland Road. Each access point will operate under stop control. Restrictions will be placed by signing to prohibit certain movements during certain peak hours. Study Criteria/Methodology This report has been prepared in accordance with standards set forth in the Maryland National Capital Park and Planning Commissions (M NCPPC) Local Area Transportation Review and Transportation Policy Area Review Guidelines, a document published in January 2013. A scoping agreement for this site was approved by M NCPPC on September 4, 2015. A copy of the scoping agreement can be found in Appendix D. CVS Derwood is located within the Derwood Policy Area. As a result, the acceptable CLV threshold is 1,475 for all intersections. With regard to Transportation Policy Area Review (TPAR), the Derwood Policy Area is considered to have an adequate roadway test result but an inadequate transit test result. Therefore, the development is subject to a TPAR payment of 25% of the Impact Tax. As a result of the proposed access locations adjacent to the signalized intersection of MD 115 at Redland Road, M NCPPC has requested queueing analysis for the intersection. All queueing analysis for this location was prepared in accordance with Highway Capacity Manual (HCM Procedures) as required by M NCPPC. 28

It is anticipated that the subject site will generate significantly fewer than 249 peak hour trips. Therefore, a single tier of signalized intersections is incorporated within this document. Summary of Findings and Recommendations This document will demonstrate that each study intersection currently exhibits acceptable operations based on the CLV congestion standard. With the additional traffic to be generated by the approved background developments and the subject site, each intersection is projected to maintain acceptable operations. Therefore, it is our opinion that the surrounding road network is capable of supporting the proposed development without further off site improvements. With regard to queueing, the northbound approach of Redland Road currently experiences queues that extend beyond the proposed site access point during the evening peak period. During the morning peak period, and throughout the rest of the day, the northbound queue is significantly less and does not impact the site access point. In order to adequately address safety concerns raised by Montgomery County Department of Transportation officials, the access point to Redland Road will be designed with an island to restrict all left turns out of the property. An R3 2(1) sign will be posted along Redland Road to prohibit left turns into the site from 3 PM 7 PM. SHA raised questions about traffic exiting the subject site during the AM peak hour because of the queuing on MD 115. It was agreed to with SHA officials that a sign will be required on property to restrict left turns exiting the site. The R3 2(1) sign will feature a restriction from 7 9 AM and 4 6 PM. No physical channelization will be constructed within the MD 115 driveway. Copies of meeting correspondence can be found in Appendix D. To satisfy TPAR, a payment will be required to address the transit test results for the Derwood Policy Area. With the payment of the fee all adequacy requirements are satisfied. 29

APPENDIX A Scope of Work Agreement Intersection Turning Movement Counts, And Photos

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VEHICLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 115 Date: September 22, 2015 Tuesday and: Muncaster Road - Redland Road Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Muncaster Road on: Redland Road on: MD 115 on: MD 115 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 1 50 12 0 63 10 11 13 0 34 3 80 13 0 96 68 138 24 0 230 423 6:45-7:00 1 54 8 0 63 6 9 18 0 33 0 106 17 0 123 92 163 27 0 282 501 7:00-7:15 0 84 10 0 94 14 13 20 0 47 7 93 21 0 121 113 192 42 0 347 609 7:15-7:30 0 103 13 0 116 23 10 17 0 50 4 125 34 0 163 131 221 42 0 394 723 7:30-7:45 0 109 6 0 115 12 7 23 0 42 5 138 33 0 176 160 132 23 0 315 648 7:45-8:00 0 108 11 0 119 12 18 14 0 44 5 140 41 0 186 152 143 35 0 330 679 8:00-8:15 0 107 10 0 117 11 9 19 0 39 6 138 39 0 183 132 145 23 0 300 639 8:15-8:30 0 117 12 0 129 11 21 23 0 55 3 154 31 0 188 133 151 26 0 310 682 8:30-8:45 0 104 8 0 112 18 16 13 0 47 3 140 32 0 175 133 155 40 0 328 662 8:45-9:00 1 89 12 0 102 18 22 27 0 67 5 107 24 0 136 116 146 47 0 309 614 9:00-9:15 1 82 6 0 89 16 16 31 0 63 1 125 31 0 157 79 172 29 0 280 589 9:15-9:30 1 56 10 0 67 18 9 32 0 59 5 107 22 0 134 84 140 27 0 251 511 3 Hr Totals 5 1063 118 0 1186 169 161 250 0 580 47 1453 338 0 1838 1393 1898 385 0 3676 7280 1 Hr Totals 6:30-7:30 2 291 43 0 336 53 43 68 0 164 14 404 85 0 503 404 714 135 0 1253 2256 6:45-7:45 1 350 37 0 388 55 39 78 0 172 16 462 105 0 583 496 708 134 0 1338 2481 7:00-8:00 0 404 40 0 444 61 48 74 0 183 21 496 129 0 646 556 688 142 0 1386 2659 7:15-8:15 0 427 40 0 467 58 44 73 0 175 20 541 147 0 708 575 641 123 0 1339 2689 7:30-8:30 0 441 39 0 480 46 55 79 0 180 19 570 144 0 733 577 571 107 0 1255 2648 7:45-8:45 0 436 41 0 477 52 64 69 0 185 17 572 143 0 732 550 594 124 0 1268 2662 8:00-9:00 1 417 42 0 460 58 68 82 0 208 17 539 126 0 682 514 597 136 0 1247 2597 8:15-9:15 2 392 38 0 432 63 75 94 0 232 12 526 118 0 656 461 624 142 0 1227 2547 8:30-9:30 3 331 36 0 370 70 63 103 0 236 14 479 109 0 602 412 613 143 0 1168 2376 PEAK HOUR 7:15-8:15 0 427 40 0 467 58 44 73 0 175 20 541 147 0 708 575 641 123 0 1339 2689 PM 4:00-4:15 1 26 9 0 36 29 67 58 0 154 6 159 23 0 188 29 176 37 0 242 620 4:15-4:30 3 16 13 0 32 27 81 82 0 190 6 163 27 0 196 39 180 52 0 271 689 4:30-4:45 1 28 10 0 39 20 71 76 0 167 2 167 20 0 189 26 172 59 0 257 652 4:45-5:00 3 18 10 0 31 28 81 89 0 198 4 164 16 0 184 34 177 36 0 247 660 5:00-5:15 6 25 7 0 38 23 78 84 0 185 6 163 16 0 185 43 191 47 0 281 689 5:15-5:30 6 18 7 0 31 30 96 110 0 236 3 168 17 0 188 35 185 52 0 272 727 5:30-5:45 8 11 11 0 30 27 83 95 0 205 4 165 11 0 180 37 176 32 0 245 660 5:45-6:00 16 18 12 0 46 27 72 103 0 202 3 173 19 0 195 29 169 33 0 231 674 6:00-6:15 14 12 11 0 37 26 84 88 0 198 2 161 21 0 184 48 176 42 0 266 685 6:15-6:30 11 15 7 0 33 27 57 107 0 191 2 132 11 0 145 28 155 42 0 225 594 6:30-6:45 2 16 6 0 24 41 37 71 0 149 6 144 13 0 163 23 162 41 0 226 562 6:45-7:00 1 9 2 0 12 33 44 55 0 132 8 143 24 0 175 25 165 42 0 232 551 3 Hr Totals 72 212 105 0 389 338 851 1018 0 2207 52 1902 218 0 2172 396 2084 515 0 2995 7763 1 Hr Totals 4:00-5:00 8 88 42 0 138 104 300 305 0 709 18 653 86 0 757 128 705 184 0 1017 2621 4:15-5:15 13 87 40 0 140 98 311 331 0 740 18 657 79 0 754 142 720 194 0 1056 2690 4:30-5:30 16 89 34 0 139 101 326 359 0 786 15 662 69 0 746 138 725 194 0 1057 2728 4:45-5:45 23 72 35 0 130 108 338 378 0 824 17 660 60 0 737 149 729 167 0 1045 2736 5:00-6:00 36 72 37 0 145 107 329 392 0 828 16 669 63 0 748 144 721 164 0 1029 2750 5:15-6:15 44 59 41 0 144 110 335 396 0 841 12 667 68 0 747 149 706 159 0 1014 2746 5:30-6:30 49 56 41 0 146 107 296 393 0 796 11 631 62 0 704 142 676 149 0 967 2613 5:45-6:45 43 61 36 0 140 121 250 369 0 740 13 610 64 0 687 128 662 158 0 948 2515 6:00-7:00 28 52 26 0 106 127 222 321 0 670 18 580 69 0 667 124 658 167 0 949 2392 PEAK HOUR 5:00-6:00 36 72 37 0 145 107 329 392 0 828 16 669 63 0 748 144 721 164 0 1029 2750 10

BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 115 Date: September 22, 2015 Tuesday and: Muncaster Road - Redland Road Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Muncaster Road on: Redland Road on: MD 115 on: MD 115 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Hr Totals 6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00-8:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15-8:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30-8:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:15-8:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 PM 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 Hr Totals 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:15-6:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:30-6:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45-6:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 5:00-6:00 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11

PEDESTRIAN OBSERVATIONS - SUMMARY TIME AM Counted by: VCU Intersection of: MD 115 Date: September 22, 2015 Tuesday and: Muncaster Road - Redland Road Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 6:30-6:45 0 1 1 0 6:45-7:00 0 1 1 0 7:00-7:15 0 1 0 0 7:15-7:30 0 3 0 0 7:30-7:45 2 0 0 0 7:45-8:00 0 2 1 0 8:00-8:15 2 3 6 0 8:15-8:30 0 0 1 0 8:30-8:45 0 1 0 0 8:45-9:00 1 0 0 0 9:00-9:15 0 5 5 0 9:15-9:30 1 0 0 0 TOTALS 6 17 15 0 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG Muncaster Road Redland Road MD 115 MD 115 4:00-4:15 0 2 1 0 4:15-4:30 0 0 0 0 4:30-4:45 1 2 0 0 4:45-5:00 4 3 2 0 5:00-5:15 1 6 2 0 5:15-5:30 1 9 3 0 5:30-5:45 1 2 1 0 5:45-6:00 1 2 0 0 6:00-6:15 0 0 0 0 6:15-6:30 0 0 0 0 6:30-6:45 1 0 0 0 6:45-7:00 1 0 0 0 TOTALS 11 26 9 0 12

MD 115 & Redland/Muncaster Rd 13

VEHICLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Redland Road Date: September 22, 2015 Tuesday and: Mill Run Drive Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Redland Road on: Redland Road on: on: Mill Run Drive N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 4 139 0 143 27 1 0 28 0 7 7 0 14 185 6:45-7:00 3 164 0 167 26 4 0 30 0 12 8 0 20 217 7:00-7:15 12 221 0 233 38 5 0 43 0 15 9 0 24 300 7:15-7:30 10 270 0 280 34 2 0 36 0 31 12 0 43 359 7:30-7:45 16 295 0 311 39 1 0 40 0 22 6 0 28 379 7:45-8:00 15 287 0 302 43 7 0 50 0 21 14 0 35 387 8:00-8:15 22 253 0 275 41 5 0 46 0 22 5 0 27 348 8:15-8:30 14 267 0 281 43 11 0 54 0 15 7 0 22 357 8:30-8:45 20 244 0 264 43 4 0 47 0 12 11 0 23 334 8:45-9:00 16 228 0 244 61 4 0 65 0 13 7 0 20 329 9:00-9:15 19 167 0 186 50 7 0 57 0 12 14 0 26 269 9:15-9:30 9 151 0 160 50 5 0 55 0 5 11 0 16 231 3 Hr Totals 160 2686 0 0 2846 0 495 56 0 551 0 0 0 0 0 187 0 111 0 298 3695 1 Hr Totals 6:30-7:30 29 794 0 0 823 0 125 12 0 137 0 0 0 0 0 65 0 36 0 101 1061 6:45-7:45 41 950 0 0 991 0 137 12 0 149 0 0 0 0 0 80 0 35 0 115 1255 7:00-8:00 53 1073 0 0 1126 0 154 15 0 169 0 0 0 0 0 89 0 41 0 130 1425 7:15-8:15 63 1105 0 0 1168 0 157 15 0 172 0 0 0 0 0 96 0 37 0 133 1473 7:30-8:30 67 1102 0 0 1169 0 166 24 0 190 0 0 0 0 0 80 0 32 0 112 1471 7:45-8:45 71 1051 0 0 1122 0 170 27 0 197 0 0 0 0 0 70 0 37 0 107 1426 8:00-9:00 72 992 0 0 1064 0 188 24 0 212 0 0 0 0 0 62 0 30 0 92 1368 8:15-9:15 69 906 0 0 975 0 197 26 0 223 0 0 0 0 0 52 0 39 0 91 1289 8:30-9:30 64 790 0 0 854 0 204 20 0 224 0 0 0 0 0 42 0 43 0 85 1163 PEAK HOUR 7:15-8:15 63 1105 0 0 1168 0 157 15 0 172 0 0 0 0 0 96 0 37 0 133 1473 PM 4:00-4:15 16 72 0 88 136 10 0 146 0 10 18 0 28 262 4:15-4:30 18 68 0 86 184 10 0 194 0 16 14 0 30 310 4:30-4:45 18 61 0 79 147 14 0 161 0 10 14 0 24 264 4:45-5:00 13 69 0 82 192 13 0 205 0 13 12 0 25 312 5:00-5:15 14 67 0 81 193 9 0 202 0 10 8 0 18 301 5:15-5:30 19 59 0 78 229 22 0 251 0 15 7 0 22 351 5:30-5:45 9 61 0 70 209 17 0 226 0 15 9 0 24 320 5:45-6:00 17 58 0 75 214 18 0 232 0 17 14 0 31 338 6:00-6:15 14 65 0 79 204 18 1 223 0 5 5 0 10 312 6:15-6:30 10 52 0 62 182 17 0 199 0 14 9 0 23 284 6:30-6:45 14 43 0 57 141 16 0 157 0 9 14 0 23 237 6:45-7:00 10 50 0 60 124 14 0 138 0 18 11 0 29 227 3 Hr Totals 172 725 0 0 897 0 2155 178 1 2334 0 0 0 0 0 152 0 135 0 287 3518 1 Hr Totals 4:00-5:00 65 270 0 0 335 0 659 47 0 706 0 0 0 0 0 49 0 58 0 107 1148 4:15-5:15 63 265 0 0 328 0 716 46 0 762 0 0 0 0 0 49 0 48 0 97 1187 4:30-5:30 64 256 0 0 320 0 761 58 0 819 0 0 0 0 0 48 0 41 0 89 1228 4:45-5:45 55 256 0 0 311 0 823 61 0 884 0 0 0 0 0 53 0 36 0 89 1284 5:00-6:00 59 245 0 0 304 0 845 66 0 911 0 0 0 0 0 57 0 38 0 95 1310 5:15-6:15 59 243 0 0 302 0 856 75 1 932 0 0 0 0 0 52 0 35 0 87 1321 5:30-6:30 50 236 0 0 286 0 809 70 1 880 0 0 0 0 0 51 0 37 0 88 1254 5:45-6:45 55 218 0 0 273 0 741 69 1 811 0 0 0 0 0 45 0 42 0 87 1171 6:00-7:00 48 210 0 0 258 0 651 65 1 717 0 0 0 0 0 46 0 39 0 85 1060 PEAK HOUR 5:15-6:15 59 243 0 0 302 0 856 75 1 932 0 0 0 0 0 52 0 35 0 87 1321 14

BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Redland Road Date: September 22, 2015 Tuesday and: Mill Run Drive Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Redland Road on: Redland Road on: on: Mill Run Drive N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 1 0 0 1 0 0 0 0 0 0 0 0 0 1 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Hr Totals 6:30-7:30 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:45-7:45 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00-8:00 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15-8:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:15-8:15 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 PM 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 1 0 1 1 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 1 Hr Totals 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 15

PEDESTRIAN OBSERVATIONS - SUMMARY TIME AM Counted by: VCU Intersection of: Redland Road Date: September 22, 2015 Tuesday and: Mill Run Drive Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 6:30-6:45 0 0 1 6:45-7:00 0 0 1 7:00-7:15 0 0 0 7:15-7:30 0 0 0 7:30-7:45 0 0 0 7:45-8:00 0 0 0 8:00-8:15 0 0 0 8:15-8:30 0 0 1 8:30-8:45 0 0 3 8:45-9:00 0 0 0 9:00-9:15 0 0 0 9:15-9:30 0 0 1 TOTALS 0 0 0 7 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG Redland Road Redland Road Mill Run Drive 4:00-4:15 0 0 3 4:15-4:30 0 0 3 4:30-4:45 1 1 1 4:45-5:00 2 0 6 5:00-5:15 0 0 0 5:15-5:30 0 0 1 5:30-5:45 3 1 1 5:45-6:00 0 1 7 6:00-6:15 0 0 6 6:15-6:30 0 0 4 6:30-6:45 0 0 0 6:45-7:00 0 2 5 TOTALS 6 5 0 37 16

Redland Rd & Mill Run Dr 17

VEHICLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 115 Date: September 22, 2015 Tuesday and: Bowie Mill Road Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Bowie Mill Road on: on: MD 115 on: MD 115 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 37 61 0 98 0 10 56 0 66 158 19 0 177 341 6:45-7:00 30 77 0 107 0 10 96 0 106 164 26 0 190 403 7:00-7:15 52 119 0 171 0 18 78 0 96 182 28 0 210 477 7:15-7:30 46 123 0 169 0 34 110 0 144 163 12 0 175 488 7:30-7:45 52 139 0 191 0 38 134 0 172 132 19 0 151 514 7:45-8:00 66 160 0 226 0 22 110 0 132 191 25 0 216 574 8:00-8:15 58 142 0 200 0 25 110 0 135 160 47 0 207 542 8:15-8:30 57 152 0 209 0 25 92 0 117 135 27 0 162 488 8:30-8:45 60 137 0 197 0 23 105 0 128 171 26 0 197 522 8:45-9:00 51 115 0 166 0 23 104 0 127 129 34 0 163 456 9:00-9:15 60 112 0 172 0 12 77 0 89 131 44 0 175 436 9:15-9:30 60 89 0 149 0 19 81 0 100 130 39 0 169 418 3 Hr Totals 629 0 1426 0 2055 0 0 0 0 0 259 1153 0 0 1412 0 1846 346 0 2192 5659 1 Hr Totals 6:30-7:30 165 0 380 0 545 0 0 0 0 0 72 340 0 0 412 0 667 85 0 752 1709 6:45-7:45 180 0 458 0 638 0 0 0 0 0 100 418 0 0 518 0 641 85 0 726 1882 7:00-8:00 216 0 541 0 757 0 0 0 0 0 112 432 0 0 544 0 668 84 0 752 2053 7:15-8:15 222 0 564 0 786 0 0 0 0 0 119 464 0 0 583 0 646 103 0 749 2118 7:30-8:30 233 0 593 0 826 0 0 0 0 0 110 446 0 0 556 0 618 118 0 736 2118 7:45-8:45 241 0 591 0 832 0 0 0 0 0 95 417 0 0 512 0 657 125 0 782 2126 8:00-9:00 226 0 546 0 772 0 0 0 0 0 96 411 0 0 507 0 595 134 0 729 2008 8:15-9:15 228 0 516 0 744 0 0 0 0 0 83 378 0 0 461 0 566 131 0 697 1902 8:30-9:30 231 0 453 0 684 0 0 0 0 0 77 367 0 0 444 0 561 143 0 704 1832 PEAK HOUR 7:45-8:45 241 0 591 0 832 0 0 0 0 0 95 417 0 0 512 0 657 125 0 782 2126 PM 4:00-4:15 41 34 0 75 0 86 162 0 248 145 53 0 198 521 4:15-4:30 35 37 0 72 0 132 189 0 321 141 69 0 210 603 4:30-4:45 37 41 0 78 0 107 161 0 268 131 75 0 206 552 4:45-5:00 40 39 0 79 0 115 159 0 274 137 73 0 210 563 5:00-5:15 30 36 0 66 0 142 165 0 307 134 55 0 189 562 5:15-5:30 39 33 0 72 0 144 152 0 296 139 78 0 217 585 5:30-5:45 35 22 0 57 0 134 167 0 301 125 75 0 200 558 5:45-6:00 30 34 0 64 0 139 149 0 288 143 60 0 203 555 6:00-6:15 33 37 0 70 0 92 141 0 233 115 70 0 185 488 6:15-6:30 25 20 0 45 0 103 129 0 232 118 59 0 177 454 6:30-6:45 40 36 0 76 0 85 126 0 211 116 61 0 177 464 6:45-7:00 43 23 0 66 0 69 138 0 207 110 62 0 172 445 3 Hr Totals 428 0 392 0 820 0 0 0 0 0 1348 1838 0 0 3186 0 1554 790 0 2344 6350 1 Hr Totals 4:00-5:00 153 0 151 0 304 0 0 0 0 0 440 671 0 0 1111 0 554 270 0 824 2239 4:15-5:15 142 0 153 0 295 0 0 0 0 0 496 674 0 0 1170 0 543 272 0 815 2280 4:30-5:30 146 0 149 0 295 0 0 0 0 0 508 637 0 0 1145 0 541 281 0 822 2262 4:45-5:45 144 0 130 0 274 0 0 0 0 0 535 643 0 0 1178 0 535 281 0 816 2268 5:00-6:00 134 0 125 0 259 0 0 0 0 0 559 633 0 0 1192 0 541 268 0 809 2260 5:15-6:15 137 0 126 0 263 0 0 0 0 0 509 609 0 0 1118 0 522 283 0 805 2186 5:30-6:30 123 0 113 0 236 0 0 0 0 0 468 586 0 0 1054 0 501 264 0 765 2055 5:45-6:45 128 0 127 0 255 0 0 0 0 0 419 545 0 0 964 0 492 250 0 742 1961 6:00-7:00 141 0 116 0 257 0 0 0 0 0 349 534 0 0 883 0 459 252 0 711 1851 PEAK HOUR 4:15-5:15 142 0 153 0 295 0 0 0 0 0 496 674 0 0 1170 0 543 272 0 815 2280 18

BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: MD 115 Date: September 22, 2015 Tuesday and: Bowie Mill Road Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Bowie Mill Road on: on: MD 115 on: MD 115 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 1 0 0 1 0 0 0 0 1 3 Hr Totals 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2 1 Hr Totals 6:30-7:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 6:45-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 PEAK HOUR 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 4:00-4:15 0 0 0 0 0 0 0 0 0 2 0 0 2 2 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 1 Hr Totals 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-6:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 4:15-5:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19

PEDESTRIAN OBSERVATIONS - SUMMARY TIME AM Counted by: VCU Intersection of: MD 115 Date: September 22, 2015 Tuesday and: Bowie Mill Road Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 6:30-6:45 0 0 0 6:45-7:00 0 0 0 7:00-7:15 0 0 0 7:15-7:30 0 0 0 7:30-7:45 0 0 0 7:45-8:00 0 0 0 8:00-8:15 0 0 0 8:15-8:30 0 0 0 8:30-8:45 0 0 0 8:45-9:00 0 0 0 9:00-9:15 0 0 0 9:15-9:30 0 0 0 TOTALS 0 0 0 0 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG Bowie Mill Road MD 115 MD 115 4:00-4:15 0 0 0 4:15-4:30 0 0 0 4:30-4:45 0 0 0 4:45-5:00 0 0 0 5:00-5:15 0 0 0 5:15-5:30 0 0 0 5:30-5:45 0 0 0 5:45-6:00 0 0 0 6:00-6:15 0 0 0 6:15-6:30 0 0 0 6:30-6:45 0 0 0 6:45-7:00 0 0 0 TOTALS 0 0 0 0 20

MD 115 & Bowie Mill Rd 21

VEHICLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Redland Road Date: September 22, 2015 Tuesday and: Site Access Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Redland Road on: Redland Road on: on: Site Access N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 6 133 1 140 30 3 0 33 0 12 2 0 14 187 6:45-7:00 6 152 0 158 30 5 0 35 0 13 7 0 20 213 7:00-7:15 7 219 0 226 39 7 0 46 0 19 7 0 26 298 7:15-7:30 10 263 0 273 47 0 0 47 0 19 6 0 25 345 7:30-7:45 11 290 0 301 40 5 0 45 0 22 3 0 25 371 7:45-8:00 13 285 0 298 44 12 1 57 0 16 4 0 20 375 8:00-8:15 14 261 0 275 35 7 0 42 0 22 7 0 29 346 8:15-8:30 15 272 0 287 47 3 0 50 0 17 5 0 22 359 8:30-8:45 14 251 1 266 41 11 0 52 0 17 9 0 26 344 8:45-9:00 12 215 0 227 64 6 0 70 0 26 6 0 32 329 9:00-9:15 14 171 0 185 57 10 0 67 0 16 7 0 23 275 9:15-9:30 6 150 0 156 44 17 0 61 0 10 11 0 21 238 3 Hr Totals 128 2662 0 2 2792 0 518 86 1 605 0 0 0 0 0 209 0 74 0 283 3680 1 Hr Totals 6:30-7:30 29 767 0 1 797 0 146 15 0 161 0 0 0 0 0 63 0 22 0 85 1043 6:45-7:45 34 924 0 0 958 0 156 17 0 173 0 0 0 0 0 73 0 23 0 96 1227 7:00-8:00 41 1057 0 0 1098 0 170 24 1 195 0 0 0 0 0 76 0 20 0 96 1389 7:15-8:15 48 1099 0 0 1147 0 166 24 1 191 0 0 0 0 0 79 0 20 0 99 1437 7:30-8:30 53 1108 0 0 1161 0 166 27 1 194 0 0 0 0 0 77 0 19 0 96 1451 7:45-8:45 56 1069 0 1 1126 0 167 33 1 201 0 0 0 0 0 72 0 25 0 97 1424 8:00-9:00 55 999 0 1 1055 0 187 27 0 214 0 0 0 0 0 82 0 27 0 109 1378 8:15-9:15 55 909 0 1 965 0 209 30 0 239 0 0 0 0 0 76 0 27 0 103 1307 8:30-9:30 46 787 0 1 834 0 206 44 0 250 0 0 0 0 0 69 0 33 0 102 1186 PEAK HOUR 7:30-8:30 53 1108 0 0 1161 0 166 27 1 194 0 0 0 0 0 77 0 19 0 96 1451 PM 4:00-4:15 7 72 0 79 145 11 0 156 0 21 8 0 29 264 4:15-4:30 9 68 1 78 185 17 0 202 0 15 5 0 20 300 4:30-4:45 12 65 0 77 154 10 0 164 0 20 6 0 26 267 4:45-5:00 6 63 0 69 196 11 0 207 0 20 9 0 29 305 5:00-5:15 12 73 0 85 195 14 0 209 0 13 6 0 19 313 5:15-5:30 8 62 0 70 237 7 0 244 0 13 2 0 15 329 5:30-5:45 5 55 0 60 209 18 0 227 0 13 5 0 18 305 5:45-6:00 10 60 0 70 205 12 0 217 0 15 5 0 20 307 6:00-6:15 9 63 0 72 211 8 0 219 0 13 3 0 16 307 6:15-6:30 8 49 0 57 180 14 0 194 0 16 3 0 19 270 6:30-6:45 9 41 0 50 142 20 0 162 0 13 13 0 26 238 6:45-7:00 17 46 0 63 112 22 0 134 0 15 18 0 33 230 3 Hr Totals 112 717 0 1 830 0 2171 164 0 2335 0 0 0 0 0 187 0 83 0 270 3435 1 Hr Totals 4:00-5:00 34 268 0 1 303 0 680 49 0 729 0 0 0 0 0 76 0 28 0 104 1136 4:15-5:15 39 269 0 1 309 0 730 52 0 782 0 0 0 0 0 68 0 26 0 94 1185 4:30-5:30 38 263 0 0 301 0 782 42 0 824 0 0 0 0 0 66 0 23 0 89 1214 4:45-5:45 31 253 0 0 284 0 837 50 0 887 0 0 0 0 0 59 0 22 0 81 1252 5:00-6:00 35 250 0 0 285 0 846 51 0 897 0 0 0 0 0 54 0 18 0 72 1254 5:15-6:15 32 240 0 0 272 0 862 45 0 907 0 0 0 0 0 54 0 15 0 69 1248 5:30-6:30 32 227 0 0 259 0 805 52 0 857 0 0 0 0 0 57 0 16 0 73 1189 5:45-6:45 36 213 0 0 249 0 738 54 0 792 0 0 0 0 0 57 0 24 0 81 1122 6:00-7:00 43 199 0 0 242 0 645 64 0 709 0 0 0 0 0 57 0 37 0 94 1045 PEAK HOUR 5:00-6:00 35 250 0 0 285 0 846 51 0 897 0 0 0 0 0 54 0 18 0 72 1254 22

BICYCLES TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: Redland Road Date: September 22, 2015 Tuesday and: Site Access Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTAL on: Redland Road on: Redland Road on: on: Site Access N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + W AM 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00-7:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15-7:30 0 1 0 1 0 0 0 0 0 0 0 0 0 1 7:30-7:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-8:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 Hr Totals 6:30-7:30 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:45-7:45 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00-8:00 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:15-8:15 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45-8:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00-9:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15-9:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30-9:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 7:30-8:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PM 4:00-4:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-4:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30-4:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00-5:15 0 0 0 0 1 0 0 1 0 0 0 0 0 1 5:15-5:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30-5:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45-6:00 0 0 0 0 1 0 0 1 0 0 0 0 0 1 6:00-6:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15-6:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30-6:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Hr Totals 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 1 Hr Totals 4:00-5:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15-5:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:30-5:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:45-5:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00-6:00 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 5:15-6:15 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:30-6:30 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:45-6:45 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00-7:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PEAK HOUR 5:00-6:00 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 23

PEDESTRIAN OBSERVATIONS - SUMMARY TIME AM Counted by: VCU Intersection of: Redland Road Date: September 22, 2015 Tuesday and: Site Access Weather: Sunny/Warm Location: Montgomery County, Maryland Entered by: SN Star Rating: 5 6:30-6:45 0 0 1 6:45-7:00 0 0 0 7:00-7:15 0 0 1 7:15-7:30 0 0 1 7:30-7:45 1 0 1 7:45-8:00 0 1 3 8:00-8:15 0 0 0 8:15-8:30 0 0 1 8:30-8:45 0 2 4 8:45-9:00 0 0 2 9:00-9:15 0 1 0 9:15-9:30 0 0 3 TOTALS 1 4 0 17 PM NORTH LEG SOUTH LEG EAST LEG WEST LEG Redland Road Redland Road Site Access 4:00-4:15 0 0 2 4:15-4:30 1 0 2 4:30-4:45 0 0 3 4:45-5:00 0 1 3 5:00-5:15 0 0 1 5:15-5:30 0 0 0 5:30-5:45 0 0 2 5:45-6:00 0 1 1 6:00-6:15 0 0 4 6:15-6:30 0 0 2 6:30-6:45 0 2 7 6:45-7:00 0 1 0 TOTALS 1 5 0 27 24

Redland & Site Access/Shop. Ctr. Access 25

APPENDIX B Intersection Capacity Analysis Worksheets

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: 9/22/2015 N/S Road: Muncaster Road/Redland Road Day of Count: Tuesday Conditions: Existing Traffic Analyst: Richard Huang rh, 150808\rev3\clv\1.xls-clv, f04/28/16 MUNCASTER ROAD Peak: 7:15-8:15 Peak: 5:00-6:00 36 72 37 PM 0 427 40 AM R T L TR T L MD 115 TR R 20 16 L T 541 669 L 147 63 AM PM PM AM L 164 123 L T 721 641 T T 144 575 R R L T R MD 115 L T R AM 73 44 58 PM 392 329 107 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 44 1.00 44 40 1.00 40 NB 329 1.00 329 37 1.00 37 299 449 SB 427 0.53 226 73 1.00 73 SB 108 0.53 57 392 1.00 392 EB 502 1.00 502 147 1.00 147 EB 721 0.53 382 63 1.00 63 684 849 WB 561 1.00 561 123 1.00 123 WB 685 1.00 685 164 1.00 164 CLV TOTAL= 983 CLV TOTAL= 1,298 Scenario ID - EXIST1 1

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: 9/22/2015 N/S Road: Muncaster Road/Redland Road Day of Count: Tuesday Conditions: Background Traffic Analyst: Richard Huang rh, 150808\rev3\clv\1.xls-clv, f04/28/16 MUNCASTER ROAD Peak: 7:15-8:15 Peak: 5:00-6:00 36 72 37 PM 0 427 40 AM R T L TR T L MD 115 TR R 20 16 L T 575 689 L 147 63 AM PM PM AM L 164 123 L T 755 653 T T 144 575 R R L T R MD 115 L T R AM 73 44 58 PM 392 329 107 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 44 1.00 44 40 1.00 40 NB 329 1.00 329 37 1.00 37 299 449 SB 427 0.53 226 73 1.00 73 SB 108 0.53 57 392 1.00 392 EB 502 1.00 502 147 1.00 147 EB 755 0.53 400 63 1.00 63 718 869 WB 595 1.00 595 123 1.00 123 WB 705 1.00 705 164 1.00 164 CLV TOTAL= 1,017 CLV TOTAL= 1,318 Scenario ID - BACK1 2

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: 9/22/2015 N/S Road: Muncaster Road/Redland Road Day of Count: Tuesday Conditions: Total Traffic Analyst: Richard Huang rh, 150808\rev3\clv\1.xls-clv, f05/06/16 MUNCASTER ROAD Peak: 7:15-8:15 Peak: 5:00-6:00 36 72 40 PM 0 427 42 AM R T L TR T L MD 115 TR R 20 14 L T 575 683 L 147 63 AM PM PM AM L 164 123 L T 767 662 T T 144 575 R R L T R MD 115 L T R AM 81 46 58 PM 410 334 107 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 46 1.00 46 42 1.00 42 NB 334 1.00 334 40 1.00 40 307 467 SB 427 0.53 226 81 1.00 81 SB 108 0.53 57 410 1.00 410 EB 494 1.00 494 147 1.00 147 EB 767 0.53 407 63 1.00 63 718 861 WB 595 1.00 595 123 1.00 123 WB 697 1.00 697 164 1.00 164 CLV TOTAL= 1,025 CLV TOTAL= 1,328 3

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Mill Run Drive Date of Count: 9/22/2015 N/S Road Name: Redland Road Day of Count: Tuesday Conditions: Existing Traffic Analyst: Richard Huang rh, 150808\rev3\clv\2.xls-clv, f04/28/16 REDLAND ROAD AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 59 243 PM 63 1105 AM R T MILL RUN DRIVE R T PM AM 35 37 L 52 96 R LR LT T L T AM 15 157 PM 76 856 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV EB 133 1.00 133 133 EB 87 1.00 87 87 NB 172 0.53 91 NB 932 0.53 494 1120 494 SB 1105 1.00 1105 15 1.00 15 SB 243 1.00 243 76 1.00 76 CLV TOTAL= 1,253 CLV TOTAL= 581 Scenario ID - EXIST2 4

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Mill Run Drive Date of Count: 9/22/2015 N/S Road Name: Redland Road Day of Count: Tuesday Conditions: Background Traffic Analyst: Richard Huang rh, 150808\rev3\clv\2.xls-clv, f04/28/16 REDLAND ROAD AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 59 243 PM 63 1105 AM R T MILL RUN DRIVE R T PM AM 35 37 L 52 96 R LR LT T L T AM 15 157 PM 76 856 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV EB 133 1.00 133 133 EB 87 1.00 87 87 NB 172 0.53 91 NB 932 0.53 494 1120 494 SB 1105 1.00 1105 15 1.00 15 SB 243 1.00 243 76 1.00 76 CLV TOTAL= 1,253 CLV TOTAL= 581 Scenario ID - BACK2 5

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road Name: Mill Run Drive Date of Count: 9/22/2015 N/S Road Name: Redland Road Day of Count: Tuesday Conditions: Total Traffic Analyst: Richard Huang rh, 150808\rev3\clv\2.xls-clv, f05/06/16 REDLAND ROAD AM Peak: 07:30-8:30 PM Peak: 04:00-5:00 59 243 PM 63 1105 AM R T MILL RUN DRIVE R T PM AM 35 37 L 52 96 R LR LT T L T AM 15 157 PM 76 856 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV EB 133 1.00 133 133 EB 87 1.00 87 87 NB 172 0.53 91 NB 932 0.53 494 1120 494 SB 1105 1.00 1105 15 1.00 15 SB 243 1.00 243 76 1.00 76 CLV TOTAL= 1,253 CLV TOTAL= 581 6

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: 9/22/2015 N/S Road: Bowie Mill Road Day of Count: Tuesday Conditions: Existing Traffic Analyst: Richard Huang rh, 150808\rev3\clv\3.xls-clv, f04/28/16 BOWIE MILL ROAD Peak: 7:45-8:45 Peak: 4:15-5:15 142 153 PM 241 591 AM R L R L MD 115 R R 95 496 T T 417 674 AM PM PM AM 272 125 L L 543 657 T T MD 115 Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV SB 591 1.00 591 591 SB 153 1.00 153 153 EB 657 1.00 657 EB 543 1.00 543 657 946 WB 417 1.00 417 125 1.00 125 WB 674 1.00 674 272 1.00 272 CLV TOTAL= 1,248 CLV TOTAL= 1,099 Scenario ID - EXIST3 7

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: 9/22/2015 N/S Road: Bowie Mill Road Day of Count: Tuesday Conditions: Background Traffic Analyst: Richard Huang rh, 150808\rev3\clv\3.xls-clv, f04/28/16 BOWIE MILL ROAD Peak: 7:45-8:45 Peak: 4:15-5:15 161 165 PM 275 613 AM R L R L MD 115 R R 102 518 T T 417 675 AM PM PM AM 305 136 L L 544 658 T T MD 115 Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV SB 613 1.00 613 613 SB 165 1.00 165 165 EB 658 1.00 658 EB 544 1.00 544 658 980 WB 417 1.00 417 136 1.00 136 WB 675 1.00 675 305 1.00 305 CLV TOTAL= 1,271 CLV TOTAL= 1,145 Scenario ID - BACK3 8

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: 9/22/2015 N/S Road: Bowie Mill Road Day of Count: Tuesday Conditions: Total Traffic Analyst: Richard Huang rh, 150808\rev3\clv\3.xls-clv, f05/06/16 BOWIE MILL ROAD Peak: 7:45-8:45 Peak: 4:15-5:15 163 165 PM 277 613 AM R L R L MD 115 R R 102 518 T T 422 683 AM PM PM AM 307 137 L L 552 663 T T MD 115 Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV SB 613 1.00 613 613 SB 165 1.00 165 165 EB 663 1.00 663 EB 552 1.00 552 663 990 WB 422 1.00 422 137 1.00 137 WB 683 1.00 683 307 1.00 307 CLV TOTAL= 1,276 CLV TOTAL= 1,155 9

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: MD 115 Date of Count: N/S Road: Site Access 1 Day of Count: Conditions: Total Traffic Analyst: Richard Huang rh, 150808\rev3\clv\4.xls-clv, f05/06/16 MD 115 T T 742 760 L L 7 18 AM PM PM AM 891 751 T T 23 11 R TR MD 115 R L R AM 0 6 PM 0 19 SITE ACCESS 1 Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 0 1.00 0 0 NB 1 1.00 1 1 EB 762 0.53 404 7 1.00 7 EB 914 0.53 484 18 1.00 18 742 760 WB 742 1.00 742 WB 760 1.00 760 CLV TOTAL= 742 CLV TOTAL= 761 10

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Site Access/Business Ent Date of Count: 9/22/2015 N/S Road: Redland Road Day of Count: Tuesday Conditions: Existing Traffic Analyst: Richard Huang rh, 150808\rev3\clv\5.xls-eb, f04/28/16 REDLAND ROAD Peak: 7:30-8:30 Peak: 5:00-6:00 35 250 0 PM 53 1108 0 AM R T L R T L BUSINESS ENT R 0 0 T 0 0 L 0 0 AM PM PM AM 18 19 L 0 0 T 54 77 R LTR L T R SITE ACCESS L T R AM 28 166 0 PM 51 846 0 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 166 1.00 166 0 1.00 0 NB 846 1.00 846 0 1.00 0 1136 846 SB 1108 1.00 1108 28 1.00 28 SB 250 1.00 250 51 1.00 51 EB 96 1.00 96 0 0.00 0 EB 72 1.00 72 0 0.00 0 96 72 WB 0 0.00 0 19 1.00 19 WB 0 0.00 0 18 1.00 18 CLV TOTAL= 1,232 CLV TOTAL= 918 11

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Site Access/Business Ent Date of Count: 9/22/2015 N/S Road: Redland Road Day of Count: Tuesday Conditions: Background Traffic Analyst: Richard Huang rh, 150808\rev3\clv\5.xls-eb, f04/28/16 REDLAND ROAD Peak: 7:30-8:30 Peak: 5:00-6:00 35 250 0 PM 53 1108 0 AM R T L R T L BUSINESS ENT R 0 0 T 0 0 L 0 0 AM PM PM AM 18 19 L 0 0 T 54 77 R LTR L T R SITE ACCESS L T R AM 28 166 0 PM 51 846 0 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 166 1.00 166 0 1.00 0 NB 846 1.00 846 0 1.00 0 1136 846 SB 1108 1.00 1108 28 1.00 28 SB 250 1.00 250 51 1.00 51 EB 96 1.00 96 0 0.00 0 EB 72 1.00 72 0 0.00 0 96 72 WB 0 0.00 0 19 1.00 19 WB 0 0.00 0 18 1.00 18 CLV TOTAL= 1,232 CLV TOTAL= 918 12

CRITICAL LANE VOLUME (CLV) METHODOLOGY for Montgomery County E/W Road: Site Access Date of Count: 9/22/2015 N/S Road: Redland Road Day of Count: Tuesday Conditions: Total Traffic Analyst: Richard Huang rh, 150808\rev3\clv\5.xls-clv, f05/06/16 REDLAND ROAD Peak: 7:30-8:30 Peak: 5:00-6:00 35 250 0 PM 53 1108 0 AM R T L R T L SITE ACCESS LTR R 10 31 T 0 0 L 0 0 AM PM PM AM 18 19 L 0 0 T 54 77 R LTR L T R SITE ACCESS L T R AM 28 166 0 PM 51 838 8 REDLAND ROAD Capacity Analysis Morning Peak Hour Evening Peak Hour Thru Volumes + Opposing Lefts AM Thru Volumes + Opposing Lefts PM Dir VOL x LUF = Total VOL x LUF = Total CLV Dir VOL x LUF = Total VOL x LUF = Total CLV NB 166 1.00 166 0 1.00 0 NB 838 1.00 838 0 1.00 0 1136 838 SB 1108 1.00 1108 28 1.00 28 SB 250 1.00 250 51 1.00 51 EB 96 1.00 96 0 1.00 0 EB 72 1.00 72 0 1.00 0 96 72 WB 10 1.00 10 19 1.00 19 WB 31 1.00 31 18 1.00 18 CLV TOTAL= 1,232 CLV TOTAL= 910 13

HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency The Traffic Group, Inc Duration, h 0.25 Analyst RH Analysis Date 10/1/2015 Area Type Other Jurisdiction Montgomery County Time Period Existing AM Peak PHF 0.93 Urban Street MD 115 Analysis Year 2015 Analysis Period 1> 7:00 Intersection MD 115 & Redland Rd File Name EA.xus Project Description CVS Derwood Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 123 641 575 147 541 20 73 44 58 40 427 0 Signal Information Cycle, s 98.1 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 6.1 4.7 43.1 2.8 2.3 15.1 4.0 0.0 4.0 3.5 0.0 3.5 2.0 0.0 2.0 2.5 0.0 2.5 1 2 4 5 6 7 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 3.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 12.1 49.1 16.8 53.8 11.1 23.4 8.8 21.1 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Queue Clearance Time ( g s ), s 6.0 37.6 10.6 26.4 5.6 5.3 4.0 13.7 Green Extension Time ( g e ), s 0.2 5.2 0.3 5.3 0.1 1.3 0.1 1.2 Phase Call Probability 0.97 1.00 0.99 1.00 0.88 1.00 0.69 1.00 Max Out Probability 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 132 689 618 158 603 78 47 62 43 459 0 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1773 1579 1774 1851 1774 1863 1579 1774 1863 1610 Queue Service Time ( g s ), s 4.0 13.3 35.6 8.6 24.4 3.6 2.1 3.3 2.0 11.7 0.0 Cycle Queue Clearance Time ( g c ), s 4.0 13.3 35.6 8.6 24.4 3.6 2.1 3.3 2.0 11.7 0.0 Green Ratio ( g/c ) 0.50 0.44 0.44 0.58 0.49 0.21 0.18 0.18 0.18 0.15 0.00 Capacity ( c ), veh/h 364 1560 694 196 904 198 330 280 311 574 Volume-to-Capacity Ratio ( X ) 0.363 0.442 0.891 0.807 0.667 0.395 0.143 0.223 0.138 0.800 0.000 Available Capacity ( c a ), veh/h 902 2373 1056 648 1239 753 680 576 907 1360 Back of Queue ( Q ), veh/ln ( 95 th percentile) 2.7 9.0 19.3 6.9 15.0 2.8 1.7 2.3 1.5 9.1 0.0 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 16.0 19.2 25.4 42.8 19.1 33.3 34.2 34.7 33.7 40.2 Incremental Delay ( d 2 ), s/veh 0.2 0.1 4.6 3.0 0.3 0.5 0.1 0.1 0.1 1.0 0.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 16.2 19.3 30.0 45.8 19.5 33.7 34.3 34.9 33.8 41.2 Level of Service (LOS) B B C D B C C C C D Approach Delay, s/veh / LOS 23.6 C 24.9 C 34.3 C 40.6 D Intersection Delay, s/veh / LOS 27.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.8 C 2.4 B 2.7 B 2.6 B Bicycle LOS Score / LOS 1.7 A 1.7 A 0.8 A 0.9 A Copyright 2015 University of Florida, All Rights Reserved. HCS 2010 Streets Version 6.70 Generated: 10/1/2015 2:00:26 PM 14

HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency The Traffic Group, Inc Duration, h 0.25 Analyst RH Analysis Date 10/1/2015 Area Type Other Jurisdiction Montgomery County Time Period Existing PM Peak PHF 0.95 Urban Street MD 115 Analysis Year 2015 Analysis Period 1> 7:00 Intersection MD 115 & Redland Rd File Name EP.xus Project Description CVS Derwood Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 164 721 144 63 669 16 392 329 107 37 72 36 Signal Information Cycle, s 115.1 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 5.7 2.9 48.7 3.2 17.8 6.9 4.0 0.0 4.0 3.5 3.5 3.5 2.0 0.0 2.0 2.5 2.5 2.5 1 2 4 5 6 7 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 3.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 14.6 57.6 11.7 54.7 32.9 36.7 9.2 12.9 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Queue Clearance Time ( g s ), s 8.3 19.4 6.3 44.4 26.1 21.4 4.4 5.8 Green Extension Time ( g e ), s 0.3 4.2 0.1 4.0 0.6 1.0 0.0 1.1 Phase Call Probability 1.00 1.00 0.88 1.00 1.00 1.00 0.71 1.00 Max Out Probability 0.00 0.00 0.00 0.02 0.01 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 173 759 152 66 721 413 346 113 39 58 56 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1773 1579 1774 1855 1774 1863 1579 1774 1863 1661 Queue Service Time ( g s ), s 6.3 17.4 6.8 4.3 42.4 24.1 19.4 6.5 2.4 3.5 3.8 Cycle Queue Clearance Time ( g c ), s 6.3 17.4 6.8 4.3 42.4 24.1 19.4 6.5 2.4 3.5 3.8 Green Ratio ( g/c ) 0.50 0.45 0.45 0.45 0.42 0.31 0.27 0.27 0.09 0.06 0.06 Capacity ( c ), veh/h 235 1591 708 87 785 513 497 421 173 112 100 Volume-to-Capacity Ratio ( X ) 0.734 0.477 0.214 0.758 0.918 0.804 0.697 0.267 0.225 0.515 0.562 Available Capacity ( c a ), veh/h 655 2024 901 552 1059 649 580 491 676 580 517 Back of Queue ( Q ), veh/ln ( 95 th percentile) 4.7 11.4 4.4 3.6 27.4 16.2 13.9 0.0 1.9 3.0 2.9 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 25.7 22.4 19.4 54.3 31.4 35.9 38.2 33.5 49.2 52.7 52.9 Incremental Delay ( d 2 ), s/veh 1.7 0.1 0.1 5.0 8.6 4.5 2.1 0.1 0.2 1.4 1.8 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 27.4 22.4 19.5 59.3 40.0 40.4 40.3 33.6 49.4 54.1 54.7 Level of Service (LOS) C C B E D D D C D D D Approach Delay, s/veh / LOS 22.8 C 41.7 D 39.5 D 53.1 D Intersection Delay, s/veh / LOS 34.6 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.8 C 2.4 B 2.7 B 2.6 B Bicycle LOS Score / LOS 1.4 A 1.8 A 1.9 A 0.6 A Copyright 2015 University of Florida, All Rights Reserved. HCS 2010 Streets Version 6.70 Generated: 10/1/2015 2:00:26 PM 15

HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency The Traffic Group, Inc Duration, h 0.25 Analyst RH Analysis Date 10/1/2015 Area Type Other Jurisdiction Montgomery County Time Period Background AM Peak PHF 0.93 Urban Street MD 115 Analysis Year 2015 Analysis Period 1> 7:00 Intersection MD 115 & Redland Rd File Name BA.xus Project Description CVS Derwood Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 123 653 575 147 575 20 73 44 58 40 427 0 Signal Information Cycle, s 98.4 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 6.1 4.8 43.3 2.8 2.3 15.1 4.0 0.0 4.0 3.5 0.0 3.5 2.0 0.0 2.0 2.5 0.0 2.5 1 2 4 5 6 7 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 3.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 12.1 49.3 16.8 54.1 11.1 23.4 8.8 21.1 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Queue Clearance Time ( g s ), s 6.0 37.6 10.6 28.7 5.6 5.3 4.0 13.8 Green Extension Time ( g e ), s 0.2 5.4 0.3 5.5 0.1 1.3 0.1 1.2 Phase Call Probability 0.97 1.00 0.99 1.00 0.88 1.00 0.69 1.00 Max Out Probability 0.00 0.03 0.00 0.01 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 132 702 618 158 640 78 47 62 43 459 0 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1773 1579 1774 1852 1774 1863 1579 1774 1863 0 Queue Service Time ( g s ), s 4.0 13.7 35.6 8.6 26.7 3.6 2.1 3.3 2.0 11.8 0.0 Cycle Queue Clearance Time ( g c ), s 4.0 13.7 35.6 8.6 26.7 3.6 2.1 3.3 2.0 11.8 0.0 Green Ratio ( g/c ) 0.50 0.44 0.44 0.11 0.49 0.21 0.18 0.18 0.18 0.15 Capacity ( c ), veh/h 341 1563 696 196 906 198 330 280 311 574 Volume-to-Capacity Ratio ( X ) 0.388 0.449 0.889 0.808 0.706 0.396 0.143 0.223 0.139 0.800 0.000 Available Capacity ( c a ), veh/h 877 2366 1053 645 1235 751 678 574 904 1355 Back of Queue ( Q ), veh/ln ( 95 th percentile) 2.8 9.2 19.3 7.0 16.2 2.8 1.7 2.3 1.5 9.2 0.0 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 16.6 19.3 25.4 43.0 19.7 33.4 34.4 34.9 33.9 40.4 Incremental Delay ( d 2 ), s/veh 0.3 0.1 4.5 3.0 0.5 0.5 0.1 0.1 0.1 1.0 0.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 16.9 19.4 30.0 46.0 20.2 33.8 34.4 35.0 33.9 41.4 Level of Service (LOS) B B C D C C C D C D Approach Delay, s/veh / LOS 23.7 C 25.3 C 34.4 C 40.7 D Intersection Delay, s/veh / LOS 27.7 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.8 C 2.4 B 2.7 B 2.6 B Bicycle LOS Score / LOS 1.7 A 1.8 A 0.8 A 0.9 A Copyright 2015 University of Florida, All Rights Reserved. HCS 2010 Streets Version 6.70 Generated: 10/1/2015 162:19:26 PM

HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency The Traffic Group, Inc Duration, h 0.25 Analyst RH Analysis Date 10/1/2015 Area Type Other Jurisdiction Montgomery County Time Period Background PM Peak PHF 0.95 Urban Street MD 115 Analysis Year 2015 Analysis Period 1> 7:00 Intersection MD 115 & Redland Rd File Name BP.xus Project Description CVS Derwood Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 164 755 144 63 689 16 392 329 107 37 72 36 Signal Information Cycle, s 119.1 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 5.8 2.8 51.6 3.3 18.5 7.0 4.0 0.0 4.0 3.5 3.5 3.5 2.0 0.0 2.0 2.5 2.5 2.5 1 2 4 5 6 7 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 3.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 14.7 60.4 11.8 57.6 33.8 37.6 9.3 13.0 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Queue Clearance Time ( g s ), s 8.4 20.8 6.4 47.2 27.0 22.1 4.5 5.9 Green Extension Time ( g e ), s 0.3 4.4 0.1 4.1 0.6 1.0 0.0 1.1 Phase Call Probability 1.00 1.00 0.89 1.00 1.00 1.00 0.73 1.00 Max Out Probability 0.00 0.00 0.00 0.05 0.02 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 173 795 152 66 742 413 346 113 39 58 56 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1773 1579 1774 1855 1774 1863 1579 1774 1863 1661 Queue Service Time ( g s ), s 6.4 18.8 6.9 4.4 45.2 25.0 20.1 6.8 2.5 3.6 3.9 Cycle Queue Clearance Time ( g c ), s 6.4 18.8 6.9 4.4 45.2 25.0 20.1 6.8 2.5 3.6 3.9 Green Ratio ( g/c ) 0.51 0.46 0.46 0.44 0.43 0.31 0.27 0.27 0.09 0.06 0.06 Capacity ( c ), veh/h 229 1621 722 87 804 509 494 419 170 110 98 Volume-to-Capacity Ratio ( X ) 0.755 0.490 0.210 0.760 0.923 0.811 0.701 0.269 0.229 0.523 0.571 Available Capacity ( c a ), veh/h 633 1957 871 534 1023 627 561 475 655 561 500 Back of Queue ( Q ), veh/ln ( 95 th percentile) 4.8 12.2 4.5 3.8 29.4 16.9 14.4 4.7 2.0 3.1 3.0 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 26.6 22.7 19.5 56.2 32.0 37.4 39.7 34.8 51.0 54.6 54.8 Incremental Delay ( d 2 ), s/veh 1.9 0.1 0.1 5.0 10.2 5.3 2.5 0.1 0.3 1.4 1.9 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 28.6 22.8 19.6 61.2 42.2 42.7 42.2 34.9 51.2 56.1 56.7 Level of Service (LOS) C C B E D D D C D E E Approach Delay, s/veh / LOS 23.3 C 43.8 D 41.5 D 55.1 E Intersection Delay, s/veh / LOS 35.9 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.8 C 2.4 B 2.7 B 2.6 B Bicycle LOS Score / LOS 1.4 A 1.8 A 1.9 A 0.6 A Copyright 2015 University of Florida, All Rights Reserved. HCS 2010 Streets Version 6.70 Generated: 10/1/2015 172:00:26 PM

HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency The Traffic Group, Inc Duration, h 0.25 Analyst RH Analysis Date 10/1/2015 Area Type Other Jurisdiction Montgomery County Time Period Total AM Peak PHF 0.93 Urban Street MD 115 Analysis Year 2015 Analysis Period 1> 7:00 Intersection MD 115 & Redland Rd File Name TA.xus Project Description CVS Derwood Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 123 662 575 147 575 20 81 46 58 42 427 0 Signal Information Cycle, s 100.0 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 6.1 4.8 43.9 3.0 2.7 15.3 4.0 0.0 4.0 3.5 0.0 3.5 2.0 0.0 2.0 2.5 0.0 2.5 1 2 4 5 6 7 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 3.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 12.1 49.9 17.0 54.8 11.7 24.0 9.0 21.3 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Queue Clearance Time ( g s ), s 6.0 38.2 10.7 29.1 6.1 5.4 4.1 14.0 Green Extension Time ( g e ), s 0.2 5.4 0.3 5.5 0.1 1.3 0.1 1.2 Phase Call Probability 0.98 1.00 0.99 1.00 0.91 1.00 0.72 1.00 Max Out Probability 0.00 0.03 0.00 0.01 0.00 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 132 712 618 158 640 87 49 62 45 459 0 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1773 1579 1774 1852 1774 1863 1579 1774 1863 0 Queue Service Time ( g s ), s 4.0 14.1 36.2 8.7 27.1 4.1 2.2 3.4 2.1 12.0 0.0 Cycle Queue Clearance Time ( g c ), s 4.0 14.1 36.2 8.7 27.1 4.1 2.2 3.4 2.1 12.0 0.0 Green Ratio ( g/c ) 0.50 0.44 0.44 0.11 0.49 0.21 0.18 0.18 0.18 0.15 Capacity ( c ), veh/h 339 1561 695 195 905 206 336 285 315 572 Volume-to-Capacity Ratio ( X ) 0.390 0.456 0.890 0.810 0.707 0.424 0.147 0.219 0.143 0.803 0.000 Available Capacity ( c a ), veh/h 865 2329 1037 635 1216 739 667 565 896 1334 Back of Queue ( Q ), veh/ln ( 95 th percentile) 2.8 9.5 19.7 7.1 16.5 3.2 1.8 2.3 1.6 9.3 0.0 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 16.9 19.7 25.9 43.7 20.1 33.7 34.7 35.1 34.3 41.1 Incremental Delay ( d 2 ), s/veh 0.3 0.1 4.9 3.0 0.6 0.5 0.1 0.1 0.1 1.0 0.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 17.2 19.8 30.8 46.7 20.7 34.2 34.7 35.3 34.4 42.1 Level of Service (LOS) B B C D C C C D C D Approach Delay, s/veh / LOS 24.2 C 25.8 C 34.7 C 41.4 D Intersection Delay, s/veh / LOS 28.3 C Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.8 C 2.4 B 2.7 B 2.6 B Bicycle LOS Score / LOS 1.7 A 1.8 A 0.8 A 0.9 A Copyright 2016 University of Florida, All Rights Reserved. HCS 2010 Streets Version 6.70 Generated: 5/6/2016 3:28:50 PM 18

HCS 2010 Signalized Intersection Results Summary General Information Intersection Information Agency The Traffic Group, Inc Duration, h 0.25 Analyst RH Analysis Date 10/1/2015 Area Type Other Jurisdiction Montgomery County Time Period Total PM Peak PHF 0.95 Urban Street MD 115 Analysis Year 2015 Analysis Period 1> 7:00 Intersection MD 115 & Redland Rd File Name TP.xus Project Description CVS Derwood Demand Information EB WB NB SB Approach Movement L T R L T R L T R L T R Demand ( v ), veh/h 164 767 144 63 683 14 410 334 107 40 72 36 Signal Information Cycle, s 121.3 Reference Phase 2 Offset, s 0 Reference Point End Uncoordinated Yes Simult. Gap E/W On Force Mode Fixed Simult. Gap N/S On Green Yellow Red 5.9 2.9 51.9 3.6 19.8 7.1 4.0 0.0 4.0 3.5 3.5 3.5 2.0 0.0 2.0 2.5 2.5 2.5 1 2 4 5 6 7 Timer Results EBL EBT WBL WBT NBL NBT SBL SBT Assigned Phase 5 2 1 6 3 8 7 4 Case Number 1.1 3.0 2.0 4.0 1.1 3.0 1.1 4.0 Phase Duration, s 14.9 60.8 11.9 57.9 35.5 38.9 9.6 13.1 Change Period, ( Y+R c ), s 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Max Allow Headway ( MAH ), s 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 Queue Clearance Time ( g s ), s 8.6 21.7 6.5 47.5 28.7 22.6 4.7 6.0 Green Extension Time ( g e ), s 0.3 4.4 0.1 4.1 0.6 1.0 0.1 1.1 Phase Call Probability 1.00 1.00 0.89 1.00 1.00 1.00 0.76 1.00 Max Out Probability 0.00 0.00 0.00 0.05 0.07 0.00 0.00 0.00 Movement Group Results EB WB NB SB Approach Movement L T R L T R L T R L T R Assigned Movement 5 2 12 1 6 16 3 8 18 7 4 14 Adjusted Flow Rate ( v ), veh/h 173 807 152 66 734 432 352 113 42 58 56 Adjusted Saturation Flow Rate ( s ), veh/h/ln 1774 1773 1579 1774 1856 1774 1863 1579 1774 1863 1661 Queue Service Time ( g s ), s 6.6 19.7 7.1 4.5 45.5 26.7 20.6 6.8 2.7 3.7 4.0 Cycle Queue Clearance Time ( g c ), s 6.6 19.7 7.1 4.5 45.5 26.7 20.6 6.8 2.7 3.7 4.0 Green Ratio ( g/c ) 0.50 0.45 0.45 0.05 0.43 0.32 0.27 0.27 0.09 0.06 0.06 Capacity ( c ), veh/h 227 1603 714 87 795 523 506 429 173 109 98 Volume-to-Capacity Ratio ( X ) 0.760 0.504 0.212 0.762 0.923 0.825 0.695 0.263 0.244 0.526 0.575 Available Capacity ( c a ), veh/h 622 1921 855 524 1006 616 550 466 644 550 491 Back of Queue ( Q ), veh/ln ( 95 th percentile) 5.0 12.7 4.7 3.8 29.7 18.1 14.8 4.7 2.2 3.2 3.1 Queue Storage Ratio ( RQ ) ( 95 th percentile) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay ( d 1 ), s/veh 27.2 23.7 20.2 57.2 32.9 37.6 39.8 34.8 51.8 55.7 55.9 Incremental Delay ( d 2 ), s/veh 2.0 0.1 0.1 5.1 10.5 6.7 2.7 0.1 0.3 1.5 2.0 Initial Queue Delay ( d 3 ), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay ( d ), s/veh 29.2 23.8 20.3 62.3 43.5 44.3 42.5 34.9 52.1 57.1 57.8 Level of Service (LOS) C C C E D D D C D E E Approach Delay, s/veh / LOS 24.1 C 45.0 D 42.4 D 56.0 E Intersection Delay, s/veh / LOS 36.9 D Multimodal Results EB WB NB SB Pedestrian LOS Score / LOS 2.8 C 2.4 B 2.7 B 2.6 B Bicycle LOS Score / LOS 1.4 A 1.8 A 2.0 A 0.6 A Copyright 2016 University of Florida, All Rights Reserved. HCS 2010 Streets Version 6.70 Generated: 5/6/2016 3:30:49 PM 19

APPENDIX C Public Transportation & Pedestrian Facility Information

MD 115 & Redland Rd/Muncaster Rd North Leg Crosswalk South Leg Crosswalk East Leg Crosswalk West Leg Crosswalk North Leg East Sidewalk North Leg West Sidewalk 1

South Leg East Sidewalk South Leg West Sidewalk East Leg North Sidewalk East Leg South Sidewalk West Leg North Sidewalk West Leg South Sidewalk 2

Bus Stop Bus Stop @ MD 115, West of Redland Rd Bus Stop @ MD 115, West of Redland Rd Bus Stop @ MD 115 Bus Stop @ MD 115 Bus Stop @ MD 115 Bus Stop @ MD 115 3

4

Dr Rd Shady Grove Metro Station - MD 115 & Bowie Mill Rd - Gold Mine Rd - Lindenwood Dr - Montgomery General Hospital - Prince Phillip Dr - ICC Park & Ride Lot - Georgia Ave - Norbeck Rd - Glenmont Metro Station 53 Marian Assisted Living See inset 8 9 Briars Rd 108 8 9 97 Old Baltimore Rd 6 Rd Marian Assisted Living Heritage Lindenwood Olney 11 Queen Elizabeth AM PM Laytonsville Rd Olney Mill Gold Mine Rd Montgomery General Hospital Dr St John s Ave 5 Rd 10 7 Headwaters Dr Rd Wickham Rd Georgia Ave Hills Dr 97 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. Lindenwoo Dr D Elizabeth Queen Elizabeth Dr Brooke Grove ES Bowie Mill St Peter s Old Baltimore Rd Lindenwood Dr Prince Phillip Dr Brooke Farm Dr Georgia St John s Olney Post Office 12 Prince Phillip Dr Cashell Rd Bready Fraley Farm Rd Muncaster Rd Olney ES Montgomery General Hospital AM PM PM AM 2 Gaithersburg Washington Grove Co 28 Fire Station 108 Ln Rd Baltimore Rd 13 Hines Fogg y Redland MS Brimstone Academy Dr Cherry Valley Dr 115 Derwood Post Office Muncaster Mill Rd Old Sequoyah ES 97 Bus route Limited Service Emory Church Rd 3 Schedule 4 Timepoint Olde MIll Ru n Redland Rd Shady Grove Rd Washington Grove Sandy Spring Co 40 Fire Station Magruder HS Metrorail station Emory Ln NON-STOP EXPRESS VIA ICC Needwood Rd Candlewood ES Swim Center PM AM Batchell ors Forest Rd Georgia Ave Hospital Point of interest School Library Interstate highway Federal highway Metrorail line 115 Rail line and station Needwood Rd AM PM 370 1 Legend Shady Grove ICC Park & Ride lot served by trips going toward Glenmont Metro in AM and trips going toward Olney/Shady Grove in PM Hospital 14 Point of interest Crabbs ICC Park & Ride Lot Bus route Certain trips Certain trips Express service Frederick Rd Layhill School Branch Wy Randolph Rd Glenmont 15 Norbeck Rd Library 355 Georgia Ave Route 53 travels as a non-stop express along Georgia Ave. between Norbeck Rd. and Glenmont Station Interstate highway 495 Federal highway 29 Portion of route not shown due to map scale. State highway 191 Schedule timepoint Metrorail station Metrorail line Rail line and station Amtrak station MARC station 3 Subject to change WELCOME TO RIDE ON RIDE ON is a community bus service operated by the Montgomery County Department of Transportation. RIDE ON operates over 75 routes that serve all thirteen Montgomery County Metrorail stations. For detailed information, or to have timetables mailed, call 311. Outside Montgomery County...(240) 777-0311 TTY (for hearing impaired)...301-251-4850 Visit our web site at: www.rideonbus.com Real Time information is available at: www.rideonrealtime.com Regular Mailing Address: Montgomery County DOT Division of Transit Services 101 Monroe Street, 5th Floor Rockville, MD 20850 HOLIDAY SCHEDULE New Year s Day...Sunday Schedule Martin Luther King, Jr. Day... Special Schedule Presidents Day... Special Schedule Memorial Day...Sunday Schedule Independence Day... Saturday Schedule Labor Day...Sunday Schedule Columbus Day...Weekday Schedule Veterans Day... Special Schedule Thanksgiving Day...Sunday Schedule Christmas Day...Sunday Schedule For special schedules, consult our website or call 311. Thank You for Riding with Us! Printed on recycled paper with soy-based ink EFFECTIVE: JANUARY 13, 2013 REPRINT: JANUARY 13, 2014 53 Approximate travel time between stops 7-9 mins Muncaster Mill & Redland Rds 4-6 mins Muncaster Mill & Bowie Mill Rds Magruder High School CERTAIN TRIPS 4-5 mins 1-5 mins Olney Mill Rd & MD 108 2-4 mins Marian Assisted Living CERTAIN TRIPS 4-5 mins 3-4 mins 3-4 mins 3-5 mins AM PM ICC Park & Ride Lot Shady Grove Metro Station AM PM 4-5 mins Bowie Mill/ Cashell & Wickham Rds SERVICE DAYS MONDAY - FRIDAY AM PM 13 mins NON-STOP VIA ICC MD 108 & Georgia Ave 4-7 mins Gold Mine Rd & Heritage Hills Dr Montgomery General Hospital Lindenwood Dr & Old Baltimore Rd Old Baltimore Rd & MD 108 Georgia Ave & Prince Phillip Dr 10-14 mins Glenmont Metro Station Telephone 311 Online at www.rideonbus.com Real Time Info at www.rideonrealtime.com 5

Shady Grove Metro Station (East) Muncaster Mill & Redland Rds Magruder High School ICC Glenmont Metro Station Georgia Ave & Prince Phillip Dr Old Baltimore Rd & MD 108 Park & Ride Lot Muncaster Mill & Bowie Mill Rds Bowie Mill/Cashell & Wickham Rds 53 To Glenmont Metro Station MONDAY THROUGH FRIDAY SEE TIMEPOINT LOCATION ON ROUTE MAP 53 To Shady Grove Metro Station MONDAY THROUGH FRIDAY SEE TIMEPOINT LOCATION ON ROUTE MAP Lindenwood Dr & Old Baltimore Rd MD 108 MD 108 & Georgia Ave Marian Olney Mill Rd & Marian Montgomery General Hospital Assisted Living Assisted Living Montgomery General Hospital Lindenwood Dr & Old Baltimore Rd Gold Mine Rd & Heritage Hills Dr Georgia Ave & MD 108 Olney Mill Rd & MD 108 Gold Mine Rd & Heritage Hills Dr Old Baltimore Rd & MD 108 Georgia Ave & Prince Phillip Dr ICC Magruder High School Muncaster Mill & Bowie Mill Rds Bowie Mill/Cashell & Wickham Rds Park & Ride Lot 1 2 4 3 5 6 7 8 9 10 11 12 13 14 15 5:20 5:33 5:38 5:43 5:47 5:50 5:54 5:58 6:08 5:50 6:03 6:07 6:09 6:14 6:18 6:21 6:25 6:29 6:39 6:20 6:34 6:39 6:44 6:48 6:51 6:55 7:00 7:11 6:50 7:04 7:08 7:10 7:15 7:19 7:22 7:26 7:31 7:42 7:25 7:39 7:44 7:49 7:53 7:57 8:01 8:06 8:18 8:00 8:14 8:19 8:24 8:28 8:31 8:35 8:40 8:51 8:35 8:49 8:54 8:59 9:03 9:06 9:10 9:14 9:25 3:43 3:51 3:56 3:57 4:02 4:05 4:09 4:13 4:15 4:20 4:24 4:27 4:31 4:43 4:13 4:22 4:25 4:31 4:35 4:39 4:44 4:49 4:53 4:57 5:01 5:15 4:43 4:52 4:55 5:01 5:05 5:09 5:14 5:19 5:23 5:27 5:31 5:45 5:13 5:22 5:25 5:31 5:35 5:39 5:44 5:49 5:53 5:57 6:01 6:15 5:43 5:52 5:55 6:01 6:05 6:09 6:14 6:19 6:23 6:27 6:31 6:45 6:13 6:22 6:25 6:31 6:35 6:39 6:44 6:49 6:53 6:57 7:01 7:15 6:48 6:56 6:59 7:04 7:08 7:12 7:17 7:22 7:26 7:29 7:33 7:46 7:25 7:33 7:36 7:41 7:45 7:49 7:54 7:59 8:03 8:06 8:10 8:23 AM PM Muncaster Mill & Redland Rds Shady Grove Metro Station (East) 15 14 13 12 11 10 8 9 7 6 5 4 3 2 1 5:15 5:27 5:31 5:35 5:39 5:45 5:49 5:50 5:56 6:02 6:07 6:15 5:45 5:57 6:01 6:05 6:09 6:15 6:19 6:20 6:26 6:32 6:37 6:45 6:15 6:28 6:32 6:36 6:40 6:47 6:49 6:53 6:54 7:00 7:07 7:13 7:22 6:45 6:58 7:02 7:06 7:10 7:17 7:21 7:22 7:28 7:35 7:41 7:50 7:20 7:33 7:37 7:41 7:45 7:52 7:54 7:58 7:59 8:05 8:12 8:18 8:27 7:50 8:03 8:07 8:11 8:15 8:22 8:26 8:27 8:33 8:40 8:46 8:55 8:15 8:27 8:31 8:35 8:39 8:45 8:49 8:50 8:56 9:02 9:07 9:15 3:51 3:57 4:06 3:40 3:51 3:56 4:00 4:04 4:08 4:15 4:17 4:21 4:34 4:13 4:24 4:29 4:33 4:37 4:41 4:48 4:52 5:05 4:43 4:54 5:00 5:04 5:09 5:13 5:20 5:24 5:38 5:13 5:24 5:30 5:34 5:39 5:43 5:50 5:54 6:08 5:45 5:56 6:02 6:06 6:10 6:14 6:20 6:24 6:37 6:15 6:26 6:32 6:36 6:40 6:44 6:50 6:54 7:07 6:45 6:56 7:01 7:05 7:09 7:13 7:19 7:23 7:36 7:15 7:26 7:31 7:35 7:39 7:43 7:49 7:53 8:06 AM PM Glenmont Metro Station HOW TO RIDE A BUS Check 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. There is NO Saturday or Sunday service on this route FARES Regular Fare or Token $1.80 Fare Using SmarTrip $1.60 Seniors and persons with disability with valid ID (including attendant-eligible) except during free periods: Cash $0.90 Senior/Disabled SmarTrip $0.80 Senior/Disabled SmarTrip Transfer from Metrorail $0.30 Seniors 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 FREE 9:30AM - 3PM Mon - Fri Person with disability with Metro Disabled Identification Card from 9:30AM - 3PM Mon - Fri FREE Person with disability with Metro Disability ID Card - Attendant Eligible from 9:30AM - 3PM Mon-Fri Attendant rides half fare or free depending on time MetroAccess - Certified Customer with ID MetroAccess - Companion Children under age 5 Limit 2 children per paying passenger Local Bus Transfer with SmarTrip Children 5 to 18 with a student ID Monday - Friday, 2-7 pm GUARANTEED RIDE HOME FREE FREE FREE FREE FREE When 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). METROACCESS Alternative paratransit service to this Ride On route for people with certified disabilities is available. Call MetroAccess at 301-562-5360. 6

57 To Shady Grove Metro Station 57 To Lakeforest Transit Center MONDAY THROUGH FRIDAY MONDAY THROUGH FRIDAY SEE TIMEPOINT LOCATION ON ROUTE MAP SEE TIMEPOINT LOCATION ON ROUTE MAP Lakeforest Transit Center Summit & Diamond Aves MD 124 & Emory Grove Rd MD 115 & Redland Rd Shady Grove Metro Station (West) Shady Grove Metro Station (West) MD 115 & Redland Rd MD 124 & Emory Grove Rd Summit & Diamond Aves Lakeforest Transit Center 1 2 3 4 5 5 4 3 2 1 4:45 4:50 4:56 5:03 5:12 5:02 5:10 5:16 5:22 5:28 5:10 5:15 5:21 5:28 5:37 5:32 5:40 5:46 5:52 5:58 5:35 5:40 5:46 5:53 6:02 6:02 6:11 6:19 6:26 6:34 6:00 6:05 6:11 6:19 6:29 6:32 6:41 6:49 6:56 7:04 6:20 6:25 6:31 6:39 6:49 7:02 7:11 7:19 7:26 7:34 6:35 6:40 6:46 6:54 7:04 7:32 7:41 7:49 7:57 8:06 6:50 6:56 7:03 7:12 7:23 8:02 8:11 8:19 8:27 8:36 7:08 7:14 7:21 7:30 7:41 8:32 8:41 8:49 8:57 9:06 7:28 7:34 7:41 7:50 8:01 8:57 9:06 9:14 9:22 9:31 7:48 7:54 8:01 8:10 8:21 9:22 9:31 9:39 9:47 9:55 8:08 8:14 8:21 8:32 8:44 9:47 9:56 10:04 10:12 10:20 8:28 8:34 8:41 8:52 9:04 10:12 10:21 10:29 10:37 10:45 8:48 8:53 8:59 9:08 9:18 10:37 10:46 10:54 11:01 11:08 9:08 9:13 9:19 9:28 9:38 11:02 11:11 11:19 11:26 11:33 9:28 9:33 9:39 9:48 9:58 11:22 11:31 11:39 11:46 11:53 9:48 9:53 9:59 10:08 10:18 11:42 11:51 11:59 12:06 12:13 10:08 10:13 10:19 10:28 10:38 12:02 12:11 12:19 12:26 12:33 10:28 10:33 10:39 10:48 10:58 12:22 12:31 12:39 12:46 12:53 10:48 10:53 10:59 11:08 11:17 12:42 12:51 12:59 1:06 1:13 11:08 11:13 11:19 11:28 11:37 1:02 1:11 1:19 1:26 1:33 11:28 11:33 11:39 11:48 11:57 1:22 1:31 1:39 1:46 1:53 11:48 11:53 11:59 12:08 12:17 1:42 1:51 1:59 2:06 2:13 12:08 12:13 12:19 12:28 12:37 2:02 2:11 2:19 2:26 2:33 12:28 12:33 12:39 12:48 12:57 2:22 2:31 2:39 2:46 2:53 12:48 12:53 12:59 1:08 1:17 2:42 2:51 2:59 3:06 3:14 1:08 1:13 1:19 1:28 1:37 3:02 3:11 3:19 3:26 3:34 1:28 1:33 1:39 1:48 1:57 3:22 3:31 3:39 3:46 3:54 1:48 1:53 1:59 2:08 2:17 3:42 3:51 3:59 4:06 4:14 2:08 2:13 2:19 2:28 2:37 4:02 4:11 4:19 4:26 4:34 2:28 2:33 2:39 2:48 2:57 4:22 4:31 4:39 4:46 4:54 2:53 2:59 3:07 3:16 3:25 4:42 4:51 4:59 5:06 5:14 3:18 3:24 3:32 3:41 3:50 5:02 5:11 5:19 5:26 5:34 3:43 3:49 3:57 4:06 4:15 5:22 5:32 5:40 5:47 5:55 4:08 4:14 4:22 4:31 4:40 5:42 5:52 6:00 6:07 6:15 4:33 4:39 4:47 4:56 5:05 6:02 6:12 6:20 6:27 6:35 4:58 5:04 5:12 5:21 5:30 6:22 6:32 6:40 6:47 6:55 5:23 5:29 5:38 5:47 5:56 6:42 6:52 7:00 7:07 7:15 5:48 5:54 6:03 6:12 6:21 7:07 7:17 7:25 7:32 7:40 6:13 6:18 6:25 6:33 6:41 7:32 7:40 7:48 7:55 8:03 6:38 6:43 6:50 6:58 7:06 8:02 8:10 8:18 8:25 8:33 7:03 7:08 7:15 7:23 7:31 8:32 8:40 8:48 8:55 9:03 7:33 7:38 7:45 7:53 8:01 9:02 9:09 9:15 9:22 9:29 8:03 8:08 8:13 8:19 8:27 9:32 9:39 9:45 9:52 9:59 8:33 8:38 8:43 8:49 8:57 10:02 10:09 10:15 10:22 10:29 9:03 9:08 9:13 9:19 9:27 10:32 10:39 10:45 10:52 10:59 9:33 9:38 9:43 9:49 9:57 11:02 11:09 11:15 11:22 11:29 10:03 10:08 10:13 10:19 10:27 11:32 11:39 11:45 11:52 11:59 10:33 10:37 10:42 10:48 10:55 12:02 12:09 12:15 12:22 12:29 11:03 11:07 11:12 11:18 11:25 NOTES: AM PM 11:33 11:37 11:42 11:48 11:55 NOTES: AM PM 57 To Shady Grove Metro Station 57 To Lakeforest Transit Center SATURDAY SATURDAY SEE TIMEPOINT LOCATION ON ROUTE MAP SEE TIMEPOINT LOCATION ON ROUTE MAP Lakeforest Transit Center Summit & Diamond Aves MD 124 & Emory Grove Rd MD 115 & Redland Rd Shady Grove Metro Station (West) Shady Grove Metro Station (West) MD 115 & Redland Rd MD 124 & Emory Grove Rd Summit & Diamond Aves Lakeforest Transit Center 1 2 3 4 5 5 4 3 2 1 5:30 5:34 5:40 5:47 5:56 6:02 6:10 6:16 6:22 6:27 6:00 6:04 6:10 6:17 6:26 6:32 6:40 6:46 6:52 6:57 6:30 6:34 6:40 6:47 6:56 7:02 7:10 7:17 7:23 7:29 7:00 7:05 7:11 7:18 7:27 7:32 7:40 7:47 7:53 7:59 7:30 7:35 7:41 7:48 7:57 8:02 8:10 8:17 8:23 8:29 8:00 8:05 8:11 8:18 8:27 8:32 8:40 8:47 8:53 8:59 8:30 8:35 8:41 8:48 8:57 9:02 9:10 9:17 9:23 9:29 9:00 9:05 9:11 9:18 9:27 9:32 9:40 9:47 9:53 9:59 9:30 9:35 9:41 9:48 9:57 10:02 10:10 10:17 10:23 10:29 10:00 10:05 10:11 10:20 10:29 10:32 10:41 10:48 10:55 11:01 10:25 10:30 10:36 10:45 10:54 10:57 11:06 11:13 11:20 11:26 10:48 10:53 10:59 11:08 11:17 11:22 11:31 11:38 11:45 11:51 11:08 11:13 11:19 11:28 11:37 11:42 11:51 11:58 12:05 12:11 11:28 11:33 11:39 11:48 11:57 12:02 12:11 12:18 12:25 12:31 11:48 11:53 11:59 12:08 12:17 12:22 12:31 12:38 12:45 12:51 12:08 12:13 12:19 12:28 12:37 12:42 12:51 12:58 1:05 1:11 12:28 12:33 12:39 12:48 12:57 1:02 1:11 1:18 1:25 1:31 12:48 12:53 12:59 1:08 1:17 1:22 1:31 1:38 1:45 1:51 1:08 1:13 1:19 1:28 1:37 1:42 1:51 1:58 2:05 2:11 1:28 1:33 1:39 1:48 1:57 2:02 2:11 2:18 2:25 2:31 1:48 1:53 1:59 2:08 2:17 2:22 2:31 2:38 2:45 2:51 2:08 2:13 2:19 2:28 2:37 2:42 2:51 2:58 3:05 3:11 2:28 2:33 2:39 2:48 2:57 3:02 3:11 3:18 3:25 3:31 2:48 2:53 2:59 3:08 3:17 3:22 3:31 3:38 3:45 3:51 3:08 3:13 3:19 3:28 3:37 3:42 3:51 3:58 4:05 4:11 3:28 3:33 3:39 3:48 3:57 4:02 4:11 4:18 4:25 4:31 3:48 3:53 3:59 4:08 4:17 4:22 4:31 4:38 4:45 4:51 4:08 4:13 4:19 4:28 4:37 4:42 4:51 4:58 5:05 5:11 4:28 4:33 4:39 4:48 4:57 5:02 5:11 5:18 5:25 5:31 4:48 4:53 4:59 5:08 5:17 5:22 5:30 5:37 5:44 5:50 5:08 5:13 5:19 5:28 5:37 5:42 5:50 5:57 6:04 6:10 5:28 5:33 5:39 5:47 5:55 6:02 6:10 6:17 6:24 6:30 5:48 5:53 5:59 6:07 6:15 6:22 6:30 6:37 6:44 6:50 6:13 6:18 6:24 6:32 6:40 6:42 6:50 6:57 7:04 7:10 6:38 6:43 6:48 6:55 7:03 7:07 7:15 7:22 7:29 7:35 7:03 7:08 7:13 7:20 7:28 7:32 7:40 7:47 7:54 8:00 7:33 7:38 7:43 7:50 7:58 8:02 8:10 8:17 8:24 8:30 8:03 8:08 8:13 8:20 8:28 8:32 8:39 8:45 8:51 8:57 8:33 8:38 8:43 8:50 8:58 9:02 9:09 9:15 9:21 9:27 9:03 9:07 9:12 9:18 9:25 9:32 9:39 9:45 9:51 9:57 9:33 9:37 9:42 9:48 9:55 10:02 10:09 10:15 10:21 10:27 10:03 10:07 10:12 10:18 10:25 10:32 10:39 10:45 10:51 10:57 10:33 10:37 10:42 10:48 10:55 11:02 11:09 11:15 11:21 11:27 11:03 11:07 11:12 11:18 11:25 NOTES: AM PM NOTES: AM PM 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. 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. METROACCESS Alternative paratransit service to this Ride On route for people with certified disabilities is available. Call MetroAccess at 301-562-5360. GUARANTEED RIDE HOME When 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). 7

Redland 57 Shady 355 Gaithersburg Library Muddy Branch Rd A ve Lakeforest Mall Montgomery Village Lakeforest Transit Center/ Park & Ride Gaithersburg Square Shopping center Legend 3 1 Russell Maryland Ave Lakeforest Transit Center Old Town Gaithersburg Washington Grove Emory Grove Redland Rd Grove Metro Station LAKEFOREST Lost Knife Ave Odenhal Ave Ave Walker Ave 124 Brookes Ave Summit Goshen Rd Ave Gaithersburg Gaithersburg Post Office Gaithersburg City Call Gaithersburg HS Bus route Certain trips Certain trips Express service Schedule timepoint Metrorail station Metrorail line Rail line and station Amtrak station MARC station Subject to change South Lake ES Montgomery Village Plaza 495 29 2 The Summit Shopping Center GAITHERSBURG Girard Gaithersburg ES Gaithersburg MS 370 Hospital E Diamond St Frederick Ave Ave W Deer Park Point of interest School Library Interstate highway Federal highway 191 State highway 355 Emory Grove Flower Rd Midcounty Hwy Washington Hill Grove Ln Railroad St Oakmont Ave Sam Eig Hwy Center St Oak St Frederick Rd Wy Flower Hill ES Woodfield Longview 124 School Upper County Community Center/ Pool 3 Amity Dr Washington Grove Post Office Washington Grove WASHINGTON GROVE 370 Shady Grove Shady Grove 5 Rd Rd Mineral Springs Rd Spiceberry Ln 124 115 Flower Hill Center Shady Grove MS Route 124 Plaza Laytonia Muncaster Redland Rd Crabbs Branch Wy Dr Mill Miller Briardale Rd Fall Gaithersburg Washinton Grove Co 28 Fire Station Mill Creek Towne ES Shady Grove Rd Rd Rd Founders Mill D r Needwood Airpark 4 Rd REDLAND Nedham Derwood Post Office Candlewood ES Rd Rd 57 To Shady Grove Metro Station SUNDAY SEE TIMEPOINT LOCATION ON ROUTE MAP Lakeforest Transit Center Summit & Diamond Aves MD 124 & Emory Grove Rd MD 115 & Redland Rd Shady Grove Metro Station (West) 1 2 3 4 5 7:00 7:04 7:09 7:16 7:25 7:30 7:34 7:39 7:46 7:55 8:00 8:04 8:09 8:16 8:25 8:30 8:35 8:40 8:47 8:56 9:00 9:05 9:10 9:17 9:26 9:30 9:35 9:40 9:47 9:56 9:57 10:02 10:07 10:14 10:23 10:22 10:27 10:32 10:39 10:48 10:47 10:52 10:57 11:04 11:13 11:12 11:17 11:23 11:31 11:40 11:37 11:42 11:48 11:56 12:05 12:02 12:07 12:13 12:21 12:30 12:27 12:32 12:38 12:46 12:55 12:52 12:57 1:03 1:11 1:20 1:17 1:22 1:28 1:36 1:45 1:42 1:47 1:53 2:01 2:10 2:07 2:12 2:18 2:26 2:35 2:32 2:37 2:43 2:51 3:00 2:57 3:02 3:08 3:16 3:25 3:22 3:27 3:33 3:41 3:50 3:47 3:52 3:58 4:06 4:15 4:12 4:17 4:23 4:31 4:40 4:37 4:42 4:48 4:56 5:05 5:02 5:07 5:13 5:21 5:30 5:27 5:32 5:37 5:44 5:52 5:52 5:57 6:02 6:09 6:17 6:17 6:22 6:27 6:34 6:42 6:42 6:46 6:51 6:57 7:04 7:07 7:11 7:16 7:22 7:29 7:33 7:37 7:42 7:48 7:55 8:03 8:07 8:12 8:18 8:25 8:33 8:37 8:42 8:48 8:55 9:03 9:07 9:12 9:18 9:25 NOTES: AM PM 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. Shady Grove Metro Station (West) 57 To Lakeforest Transit Center SUNDAY SEE TIMEPOINT LOCATION ON ROUTE MAP MD 115 & Redland Rd MD 124 & Emory Grove Rd Summit & Diamond Aves Lakeforest Transit Center 5 4 3 2 1 7:02 7:10 7:16 7:21 7:26 7:32 7:40 7:46 7:51 7:56 8:02 8:10 8:17 8:23 8:29 8:32 8:40 8:47 8:53 8:59 9:02 9:10 9:17 9:23 9:29 9:32 9:40 9:47 9:53 9:59 10:02 10:10 10:17 10:23 10:29 10:32 10:40 10:47 10:53 10:59 10:57 11:05 11:12 11:18 11:24 11:22 11:31 11:38 11:44 11:50 11:47 11:56 12:03 12:09 12:15 12:12 12:21 12:28 12:34 12:40 12:37 12:46 12:53 12:59 1:05 1:02 1:11 1:18 1:24 1:30 1:27 1:36 1:43 1:49 1:55 1:52 2:01 2:08 2:14 2:20 2:17 2:26 2:33 2:39 2:45 2:42 2:51 2:58 3:04 3:10 3:07 3:16 3:23 3:29 3:35 3:32 3:41 3:48 3:54 4:00 3:57 4:06 4:13 4:19 4:25 4:22 4:31 4:38 4:44 4:50 4:47 4:56 5:03 5:09 5:15 5:12 5:20 5:26 5:32 5:38 5:37 5:45 5:51 5:57 6:03 6:02 6:10 6:16 6:22 6:28 6:32 6:39 6:45 6:51 6:56 7:02 7:09 7:15 7:21 7:26 7:32 7:39 7:45 7:51 7:56 8:02 8:09 8:15 8:21 8:26 8:32 8:39 8:45 8:51 8:56 9:02 9:09 9:15 9:21 9:26 NOTES: AM PM FARES Regular Fare or Token $1.70 Fare Using SmarTrip $1.50 Seniors and persons with disability with valid ID (including attendant-eligible) except during free periods: Cash $0.85 Senior/Disabled SmarTrip $0.75 Senior/Disabled SmarTrip Transfer from Metrorail $0.25 Seniors 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 FREE 9:30AM - 3PM Mon - Fri Person with disability with Metro Disabled Identification Card from 9:30AM - 3PM Mon - Fri FREE Person with disability with Metro Disability ID Card - Attendant Eligible from 9:30AM - 3PM Mon-Fri Attendant rides half fare or free depending on time MetroAccess - Certified Customer with ID MetroAccess - Companion Children under age 5 Limit 2 children per paying passenger Local Bus Transfer with SmarTrip FREE FREE FREE FREE HOW TO RIDE A BUS Check 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. WELCOME TO RIDE ON RIDE ON is a community bus service operated by the Montgomery County Department of Transportation. RIDE ON operates over 75 routes that serve all thirteen Montgomery County Metrorail stations. For detailed information, or to have timetables mailed, call 311. Outside Montgomery County...(240) 777-0311 TTY (for hearing impaired)... (240) 773-3556 Visit our web site at: www.rideonbus.com Real Time information is available at: www.rideonrealtime.com Regular Mailing Address: Montgomery County DOT Division of Transit Services 101 Monroe Street, 5th Floor Rockville, MD 20850 HOLIDAY SCHEDULE New Year s Day...Sunday Schedule Martin Luther King, Jr. Day... Special Schedule Presidents Day... Special Schedule Memorial Day...Sunday Schedule Independence Day... Saturday Schedule Labor Day...Sunday Schedule Columbus Day...Weekday Schedule Veterans Day... Special Schedule Thanksgiving Day...Sunday Schedule Christmas Day...Sunday Schedule For special schedules, consult our website or call 311. Thank You for Riding with Us! Printed on recycled paper with soy-based ink EFFECTIVE: MAY 20, 2012 CORRECTED: JUNE 15, 2012 57 Approximate travel time between stops 4-8 mins 5-9 mins 5-10 mins 5-10 mins Lakeforest Transit Center Summit & Diamond Aves Shady Grove Metro Station SERVICE DAYS DAILY MD 124 & Emory Grove Rd MD 115 & Redland Rd Telephone 311 Online at www.rideonbus.com 8 Real Time Info at www.rideonrealtime.com

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