TAKOMA METRO STATION

TKOM METRO STTION Traffic nalysis Technical Memorandum Station Planning in Support of Joint evelopment Job No. 13-FQ165-LN-2 November 213 WSHINGTON METROPOLITN RE TRNSIT UTHORITY (WMT)

Takoma Metro Station Table of Contents 1. INTROUCTION... 1 1.1 Study rea and Intersections... 1 1.2 Existing Conditions... 2 1.2.1 Field Observation... 2 1.2.2 ata Collection... 3 1.2.3 Methodology... 4 1.2.4 nalysis Results... 4 1.3 22 No-Build Conditions... 4 1.3.1 No-Build Volume Projections... 5 1.3.2 No-Build nalysis Results... 5 1.4 22 Build Volume Projections... 8 1.4.1 evelopment Plan... 8 1.4.2 Trip Generation... 8 1.4.3 Mode Share... 9 1.4.4 Trip istribution... 9 1.4.5 nalysis Results... 11 1.5 Summary... 12 List of Tables Table 1: LOS Thresholds for Signalized and Un-signalized Intersections... 4 Table 2: Land Use Type and Trip Generation Rates/Equations... 8 Table 3: Site-Generated Trips... 8 Table 4: Generated Vehicular Trips... 9 Table 5: Summary of LOS... 12 List of Figures Figure 1: Study rea, Study Intersections and Proposed evelopment Site... 2 Figure 2: Existing and Proposed Lane Configurations on Piney Branch Road... 7 Figure 3: Conceptual Site Plan... 8 Figure 4: Trip istribution in the M... 1 Figure 5: Trip istribution in the PM... 11 ppendices ppendix ppendix B ppendix C Traffic nalysis Technical Memorandum i November 213

Takoma Metro Station 1. INTROUCTION The Takoma Metro Station is located on the Red Line in the Washington Metropolitan rea Transit System. It serves the area of Takoma Park, Maryland and the Takoma neighborhood of Washington.C. new residential apartment development is being proposed at the existing Kiss & Ride site to the northeast of the station. The purpose of this technical memorandum is to document the existing traffic conditions in the vicinity of the Takoma Metro Station, and also assess the traffic impacts from the proposed Joint evelopment for its projected opening date of the year 22. This technical memorandum is organized in the following manner: Study rea and Intersections Existing Conditions 22 No-Build Conditions 22 Build Conditions 1.1 Study rea and Intersections The Takoma Metro Station is located immediately south of C-Maryland borderline. It is bounded by Cedar Street to the east, Piney Branch Road to the west, Eastern venue to the north, and Blair Road and Cedar Street to the south. The studied intersections include four signalized intersections and five un-signalized intersections, listed as follows: 1. Eastern venue and Piney Branch Road (signalized) 2. Eastern venue and Holly venue (un-signalized) 3. Eastern venue and Kiss & Ride Facility (un-signalized) 4. Eastern venue and Bus ccess (un-signalized) 5. Eastern venue and Cedar Street (un-signalized) 6. Carroll Street and Cedar Street (signalized) 7. Carroll Street and Bus ccess (un-signalized) 8. Cedar Street and Blair Road and 4th Street (signalized) 9. Blair Road and Piney Branch Road (signalized) Figure 1 shows the study area, study intersections, and locations of the proposed development site at the Takoma Metro Station. Traffic nalysis Technical Memorandum 1 November 213

Takoma Metro Station Figure 1: Study rea, Study Intersections and Proposed evelopment Site 1.2 Existing Conditions This section presents the existing traffic conditions on the roadways adjacent to project and the purpose of this analysis is to establish the base conditions. 1.2.1 Field Observation Field observations were performed in the study area during the M and PM peak periods. The purpose of these field visits was to investigate the existing roadway and geometric conditions, traffic control operations, pedestrian/bicycle activities, and transit operations. These factors could affect the traffic operations at the study intersections. 1.2.1.1 Traffic The major congestion within the study area is observed at the intersection of Blair Road and Piney Branch Road. Vehicles experience long delays along eastbound and westbound Blair Road approaching Piney Branch Road during both M and PM peak hours. The westbound queues on Blair Road spill back to Cedar Street, and the eastbound queues extend beyond Fern Place in the M and PM. One major cause of the congestion is the insufficient duration of the green time at Piney Branch Road and Blair Road traffic signalized operation. Since there is only one travel lane on Blair Road, left-turning or rightturning vehicles were observed blocking the though traffic in some cycles. However, the Blair Road traffic queues do not block vehicles coming from the adjacent side streets such as ahlia Street or Chestnut Street. Traffic nalysis Technical Memorandum 2 November 213

Takoma Metro Station Long queues were also observed on the following approaches: Southbound Piney Branch Road approaching Eastern venue in the M peak hour Northbound Piney Branch Road approaching Blair Road in the PM peak hour and on Westbound Carroll Street approaching Cedar Street in the M peak hour. However, these queues were cleared during most cycles. ll other signalized and un-signalized intersections are operating at acceptable conditions. 1.2.1.2 Bus Operation The Takoma Metro Station is served by WMT s Metrobus and Montgomery County s Ride-On Bus service. There are 16 bus lines serving the station during the M and PM peak hours. There are 9 bus bays provided at the station while 1 bay is currently not assigned to any bus route. WMT buses including bus routes 52/53/54, F1/F2, K2 and 62/63 use 4 bus bays, and Ride On buses including Lines 3, 12, 13, 14, 16, 18, 24, 25 use the other 4 bus bays. espite the fact that the two bus-access intersections are un-signalized, buses currently do not appear to encounter any problem in entering and exiting the station. 1.2.1.3 Park and Ride and Kiss and Ride There are no long-term Park and Ride facilities provided at the Takoma Metro Station. The Kiss & Ride and short-term parking lots are located to the northeast of the metro station. No congestion or overcrowding was observed at the Kiss & Ride/Short-term parking lots. Informal drop-off and pickup also occurs on Cedar Street adjacent to the station entrance. However, these vehicles do not create traffic congestion. 1.2.1.4 Pedestrians Sidewalk is provided on all the streets within the study area. Heavy pedestrian activity was observed on Carroll Street, Blair Road and Eastern venue. 1.2.1.5 Bicycle ccording to the 212 bike parking census, the Takoma Metro Station has the second-highest number of bike users in the Metro system. Many bicyclists were observed along Blair Road, Piney Branch Road, Eastern venue, and Carroll Street. However, no bike lanes are provided on any of these corridors. Cyclists either ride on the curb-side parking lane, or share the travel lane with cars. 1.2.2 ata Collection Turning movement counts at study intersections were collected in mid-september, 213 during the M peak period (6: a.m. 1: a.m.), and PM peak period (3: p.m. 7: p.m.). ccording to the data reports, the peak hour is between 7:45 a.m. and 8:45 a.m. in the morning, and between 5:3 p.m. and 6:3 p.m. in the afternoon. The highest hourly traffic volumes were used for M and PM peak hour traffic analysis. ppendix includes turning movement counts collected from the field. Signal timing at signalized study intersections was provided by istrict epartment of Transportation (OT). ppendix B shows the signal timing sheets. Traffic nalysis Technical Memorandum 3 November 213

Takoma Metro Station 1.2.3 Methodology traffic analysis was performed for the study intersections using the micro-simulation tool VISSIM. Traffic operation was assessed using Measures of Effectiveness (MOE), including elay (seconds per vehicle), Level of Service (LOS), and queue length (feet) at the study intersections. Intersection LOS analysis provides a measurement of delay and service conditions for all approaches to the intersection. The HCM 21 edition uses LOS as a qualitative measure to describe the operating conditions at signalized and un-signalized intersections based on control delay per vehicle (seconds). The LOS range of through F represents driving conditions from best to worst. Table 1 presents the LOS thresholds for signalized and un-signalized intersections per the HCM 21. Table 1: LOS Thresholds for Signalized and Un-signalized Intersections Signalized Intersections Un-signalized Intersections elay (sec/veh) LOS elay (sec/veh) LOS <= 1 <= 1 > 1 2 B > 1 15 B > 2 35 C > 15 25 C > 35 55 > 25 35 > 55 8 E > 35 5 E > 8 F > 5 F Source: HCM 21. The VISSIM models were run 2 times, and the average output results were tabulated and analyzed to determine the overall conditions at the study intersections during the M and PM peak hours. In order to replicate the existing peak hour traffic conditions at study intersections, the M and PM peak hour models were calibrated based on field data and observations. 1.2.4 nalysis Results This section summarizes the delay, LOS and queue results from VISSIM at each study intersection during M and PM peak hours. See ppendix C for the MOE summary for the existing M and PM peak hour conditions from VISSIM analysis. The results indicate that the VISSIM outputs are consistent with field observations. Vehicles on Blair Road approaching Piney Branch Road experience LOS E and LOS F in both M and PM peak periods. The westbound queues on Blair Road starting at Piney Branch spill back beyond Cedar Street, which makes westbound vehicles approaching Cedar Street experience LOS E and F in the M and PM, respectively. Northbound Piney Branch Road has long queues in the PM peak hour approaching Blair Road intersection. The 95th-percentile queue on northbound Piney Branch Road is approximately 1,1 feet long. 1.3 22 No-Build Conditions 22 No-Build represents the background traffic condition in 22 excluding the proposed joint developments at the Takoma Metro Station. 22 was selected as the analysis year because that is the date the development is planned to open. Traffic nalysis Technical Memorandum 4 November 213

Takoma Metro Station 1.3.1 No-Build Volume Projections MWCOG 2.3 model was used to project the traffic growth from 213 to 22 (excluding the development at the Takoma Metro Station). MWCOG model indicates that three of the local jurisdictions including Washington,C., Prince George s County, and Montgomery County are showing more than 1% total increase in households and employment from 21 to 22. Silver Spring, which is located to the northeast of the Takoma Metro Station, expects significant growth in both jobs and number of residents. This study, assumed a total growth of 15% from 213 to 23 in the M and PM peak period that is equivalent to an annual traffic growth rate of 2%. 1.3.2 No-Build nalysis Results ue to the traffic growth through 22, the existing signal timing or roadway alignment may potentially fail to support the future traffic volumes. Note that this would be the case even if the proposed WMT joint development project is not implemented. Several scenarios were tested to assess the future traffic conditions and to potentially improve the traffic operations for 22 No-Build, including: 1) Keeping the existing signal timing and lane configurations; 2) djusting the signal timing while keeping the existing lane configurations; and 3) djusting the signal timing and lane configurations. 1.3.2.1 No-Build Scenario 1: Kept existing signal timing and existing lane configurations In Scenario 1, the signal timing and roadway lane configurations assumed for 22 models would be the same as the existing conditions. See ppendix C for the detailed MOE results for the 22 No-Build Scenario 1 from VISSIM analysis. s shown in the results, several signalized and un-signalized intersections experience level-of-service downgrades in 22 No-Build when they are compared with the existing conditions. uring the M peak hour, the level of service for the intersection of Carroll Street and Cedar Street downgrades from C to E. The westbound approach experiences LOS F with more than 1,5 feet length of queue. The intersection of Piney Branch Road and Blair Road downgrades from LOS to F. Both westbound and eastbound approaches on Blair Road experience significant delays. The westbound queue on Blair Road extends to the upstream intersection of Cedar Street, Blair Road and 4th Street, resulting in significant delays and queues at this upstream intersection. The intersection of Cedar Street, Blair road and 4th Street also operates with LOS F. The westbound Blair Road approach experiences significant delays of 423 seconds per vehicle in the M peak hour. The PM traffic conditions are similar to the M. part from three signalized intersections level of service downgrading to LOS E or F, several un-signalized intersections along Eastern venue also downgrade to LOS E or F. The major cause is the queues on eastbound Eastern venue at Piney Branch Road is blocking the vehicles from the side streets, causing long delays on the side streets. In summary, the existing signal operation and facilities are not able to provide adequate capacity for future traffic growth in the region. potential remedy would be adjusting signal timing and improving lane configurations. 1.3.2.2 No-Build Scenario 2: djusted signal timing and kept existing lane configurations In Scenario 2, signal timing at four signalized study intersections were optimized for the purpose of reducing the average vehicle delay. The cycle length remains 1 seconds, which is the same as the existing conditions. For example, the green signal time provided for Blair Road is extended in the M peak hour to reduce the approach delay while keeping the LOS on Piney Branch Road at an acceptable Traffic nalysis Technical Memorandum 5 November 213

Takoma Metro Station level. See ppendix C for the detailed MOE summary for the 22 No-Build Scenario 2 from VISSIM analysis. s compared to the results in Scenario 1, Scenario 2 shows an improvement in traffic operation in the M peak hour. uring the M peak hour, the intersection of Carroll Street and Cedar Street improves from LOS E in Scenario 1 to LOS in Scenario 2, but westbound Carroll Street still has 1,5 feet-long queues. Similar improvements were observed at the intersection of Blair Road and Piney Branch Road where the LOS improves from F to E. ue to this improvement, the intersection of Cedar Street, Blair Road and 4th Street also improves from LOS F to. uring the PM peak hour, the LOS for un-signalized intersections along Eastern venue improves from LOS F to or better by adjusting signal timing at the intersection of Piney Branch Road and Eastern venue. The signalized intersection of Carroll Street and Cedar Street also improves from LOS E to C. However, the intersection of Cedar Street, Blair Road and 4th Street, and the intersection of Piney Branch road and Blair Road continue to operate with LOS F in Scenario 2. This indicates that adjusting the signal timing at these intersections does not essentially address the congestion problems along Piney Branch Road and Blair Road. In summary, traffic operation in the M is greatly improved by adjusting signal timing at four signalized intersections. However, optimizing signal timing does not improve the traffic operation at two signalized intersections in the PM. 1.3.2.3 No-Build Scenario 3: djusted signal timing and improved lane configurations In Scenario 2, the major operational problem in the M peak hour is the excessive queue on westbound Carroll Street and the two signalized intersections operating at LOS F in the PM peak hour. The proposed lane configuration improvement to solve the M operational problem is to provide additional 1 foot long westbound right-turn lane (pocket) on Carroll Street approaching Cedar Street intersection. For the PM peak hour, the proposed improvement is to restrict parking during peak hours and convert the curb-side parking lane into a travel lane on northbound Piney Branch Road between ahlia Street and Eastern venue. The proposed improvement provides an additional capacity to Piney Branch Road which will in turn improve the capacity of Blair Road intersection by providing more green time to Blair Road. Figure 2 shows the existing and proposed lane configurations for the year 22 on Piney Branch Road. See ppendix C for the detailed MOE VISSIM analysis summary result for the 22 No-Build Scenario 3. s shown in the results, the westbound right-turn pocket at the intersection of Carroll Street and Cedar Street helps reduce the westbound queues and improves the overall intersection level of service from to B during the M peak hour. The westbound queue length also decreases from 1,5 feet to approximately 4 feet. The proposed lane configurations along Piney Branch venue help alleviate traffic delays along Blair Road and improve the operation at the intersection of Piney Branch venue and Blair Road from LOS F to, and at the intersection of Blair Road, 4th Street and Cedar Street from LOS F to E. Traffic nalysis Technical Memorandum 6 November 213

Takoma Metro Station Figure 2: Existing and Proposed Lane Configurations on Piney Branch Road (Note: iagrams not to scale) Existing Lane Configuration Proposed Lane Configuration for 22 Eastern ve Eastern ve Piney Branch Rd Blair Rd Piney Branch Rd Blair Rd ahlia St ahlia St Median Parking Median Traffic nalysis Technical Memorandum 7 November 213

1.4 22 Build Volume Projections 1.4.1 evelopment Plan Takoma Metro Station new residential building on a site shared with a Metro Kiss & Ride and short-term parking facility is proposed at the Takoma Metro Station. The new residential building would include 212 apartment units and 19 parking spaces (excluding Kiss & Ride and short-term parking for the metro). The conceptual site plan is shown in Figure 3. Figure 3: Conceptual Site Plan 1.4.2 Trip Generation The ITE Trip Generation Manual 9th Edition was used to estimate the generated trips from the proposed development at the Takoma Metro Station. Table 2 shows the land use type and trip generation rates/equations used to estimate total generated trips. Table 3 shows the calculated site-generated trips including transit, walk/bike and vehicular trips. Table 2: Land Use Type and Trip Generation Rates/Equations Use Residential Land Use Type partments Feature 212 Units Rate/ Equations (M).49 Unit + 3.73 In/Out Rate (M) (%) 2/8 Rate/ Equations (PM).55 Unit + 17.65 In/Out Rate (PM) (%) 65/35 Table 3: Site-Generated Trips M PM Land Use Total Trips In Out Total Trips In Out Residential 18 22 86 134 87 47 Traffic nalysis Technical Memorandum 8 November 213

Takoma Metro Station 1.4.3 Mode Share Transit and walk/bike trips were not considered for purposes of trip generation calculation, although they are accounted for in the final Build analysis and evaluation. The 25 evelopment-related Ridership Survey conducted by the Washington Metropolitan rea Transit uthority (WMT) studies the travel behavior of persons traveling to and from office, residential, hotel and retail sites near Metrorail stations in the Washington.C. metropolitan area. For residential trips, the 25 Survey investigates the mode share for residential sites within ¼ mile walking distance at a variety of metro stations. The average mode share at these metro stations is listed as follows: 11% walk/bike trips 48% transit trips 41% vehicle trips This study assumes the same mode share to estimate the vehicular trips at the Takoma Metro Station. Table 4 presents the total vehicular trips entering and exiting the development sites during the M and PM peak hour. Table 4: Generated Vehicular Trips M PM Land Use In Out In Out Residential 9 35 35 19 1.4.4 Trip istribution The future new development site would share the same access intersection/driveway with the metro Kiss & Ride and short-term parking trips. The distribution of the generated vehicular trips at the access intersection is assumed to follow the same traffic pattern as the vehicles coming from Holly venue. The distribution is comparable because the trips from Holly venue are also residential trips. The existing traffic distribution was used as a guide for determining the trip distribution at other intersections. Figures 4 and 5 show the trip distribution for the new generated trips in the M and PM peak hours, respectively. Traffic nalysis Technical Memorandum 9 November 213

Takoma Metro Station Figure 4: Trip istribution in the M Traffic nalysis Technical Memorandum 1 November 213

Takoma Metro Station Figure 5: Trip istribution in the PM 1.4.5 nalysis Results 22 Build models assume the same lane configurations as 22 No-Build Scenario 3. Signal timings were adjusted to accommodate the site generated trips. See ppendix C for the detailed delay and LOS results for 22 Build scenarios. s compared to the 22 No-Build Scenario 3, the intersection of Holly venue and Eastern venue downgrades from LOS C to in the M peak hour. The intersection of the Kiss & Ride entrance/exit and Eastern venue also downgrades from LOS C to in both M and PM due to the additional trips added to the network. However, these intersections still operate at an acceptable level of service condition. Table 5 shows a summary of LOS at the study intersections in each scenario. The detailed results are included in ppendix C. Traffic nalysis Technical Memorandum 11 November 213

Takoma Metro Station Table 5: Summary of LOS LOS M PM No-Build No-Build No. Intersections Ex S1 S2 S3 Build Ex S1 S2 S3 Build 1 Eastern ve and Piney Branch C C C C 2 Eastern ve and Holly ve B C C C B F C C C 3 Eastern ve and Kiss & Ride B C C C C F C C 4 Eastern ve and Bus ccess E 5 Eastern ve and Cedar ve C C C C C C C C C C 6 Carroll St and Cedar ve C E B B C E C C B 7 Carroll St and Bus ccess 8 Cedar St, Blair Rd and 4th St F E F F E E 9 Piney Branch Rd and Blair Rd F E E F F Notes: Ex denotes Existing; S1 denotes Scenario 1; S2 denotes Scenario 2; S3 denotes Scenario 3. 1.5 Summary The study investigates the existing 22 No-Build and 22 Build traffic conditions at the Takoma Metro Station. In the existing conditions, westbound and eastbound Blair Road experience long delays when approaching Piney Branch Road in both M and PM. The congestion is caused by the insufficient signal green time provided for traffic on Blair Road. In the existing condition, westbound Carroll Street and southbound Piney Branch Road have long traffic queues in the M peak hour. The northbound Piney Branch Road have long traffic queues during the PM peak period. However, the queues were cleared during most cycles. 22 No-Build assumes an annual traffic growth rate of 2% to a total growth of 15% from the year 213 to 23. However, the existing signal operation and facilities are not able to provide adequate capacity to handle the future traffic growth in the region. Several intersections show LOS F in the M and PM peak hours. Proposed improvements for 22 No-Build conditions include signal timing optimization and lane configuration improvement. Lane configuration improvements include 1) adding a 1 foot long right-turn pocket on westbound Carroll Street approaching Cedar Street intersection; and 2) converting the curb side parking lane on northbound Piney Branch Road into a travel lane between ahlia Street and Eastern venue. The results indicate the traffic operation will improve with the proposed recommendations and all the intersections will operate with LOS E or better. The proposed lane configuration would be used for the Build analysis and evaluation. In 22 Build conditions, the additional vehicular trips from the development sites are 44 and 54 vehicles in the M and PM, respectively. The vehicles were distributed to the network by following the existing traffic pattern. The results indicate that the additional trips would slightly impact the traffic operation along Eastern venue, whereas at two un-signalized intersections, LOS downgrades from C to. However, these intersections would still operate at an acceptable level of service condition. Traffic nalysis Technical Memorandum 12 November 213

Takoma Metro Station ppendix Traffic nalysis Technical Memorandum November 213

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Piney Branch Rd NW -- Eastern ve NW QC JOB #: 119751 CITY/STTE: Washington, C TE: Wed, Sep 11 213 611 268.93 5 555 51 Peak-Hour: 7:45 M -- 8:45 M Peak 15-Min: 8: M -- 8:15 M 2.1. 1.4 6.3 9.8 372 13 57 41.88 157.96 286.93 294 124 58 223 2.2 2.4. 8.8 4.5 2.1. 5.2 3.5 5.4 81 198 15 2.5 6.1. 737 294.89 1.5 4.8 18 1 23 9 9 1 2 49 1 15-Min Count Period Piney Branch Rd NW (Northbound) Piney Branch Rd NW (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 2 2 2 87 6 5 1 13 3 139 6:15 M 3 24 5 89 1 13 8 2 2 5 17 6:3 M 6 33 2 7 134 2 1 19 6 3 23 1 237 6:45 M 5 36 1 8 119 1 17 11 2 33 6 239 785 7: M 8 39 3 13 16 3 1 1 23 25 11 36 15 338 984 7:15 M 17 36 4 12 171 2 2 27 3 7 34 11 353 1167 7:3 M 14 51 3 12 14 1 37 32 14 56 14 374 134 7:45 M 19 38 4 11 164 41 27 23 59 11 397 1462 8: M 24 44 2 16 146 2 3 36 34 12 79 17 415 1539 8:15 M 22 56 5 11 126 1 3 45 36 9 8 15 49 1595 8:3 M 16 6 4 13 119 2 7 35 27 14 68 14 379 16 8:45 M 21 33 2 1 113 2 36 29 9 71 11 337 154 9: M 26 35 1 13 112 2 2 34 33 9 58 13 338 1463 9:15 M 2 44 16 14 1 3 25 3 48 9 3 1354 9:3 M 21 48 6 1 12 11 4 1 2 3 21 2 3 6 294 1269 9:45 M 21 31 2 13 82 1 18 16 2 2 5 211 1143 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 96 176 8 64 584 8 12 144 136 48 316 68 166 Heavy Trucks 2 8 16 8 8 6 Pedestrians 48 16 16 8 Bicycles 2 1 3 2 8 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Piney Branch Rd NW -- Eastern ve NW QC JOB #: 119752 CITY/STTE: Washington, C TE: Wed, Sep 11 213 373 719.92 7 285 81 Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 5:45 PM -- 6: PM 1.6 14.3.4 1.3 4.9 387 7 86 324.91 21.97 217.91 336 119 21 323 2.1 1.2 14.3 7. 1.4 2.3.. 3.4 2.2 162 627 32 1.2.3. 425 821.96.2.5 31 1 3 1 1 1 1 37 8 9 4 15-Min Count Period Piney Branch Rd NW (Northbound) Piney Branch Rd NW (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 22 112 1 1 7 33 28 6 25 1 317 3:15 PM 17 119 3 1 44 1 34 28 5 33 1 34 3:3 PM 26 121 2 14 67 2 32 22 36 7 329 3:45 PM 15 136 5 5 55 1 43 18 5 36 12 331 1281 4: PM 22 14 7 16 57 3 46 41 4 33 15 384 1348 4:15 PM 24 144 3 12 49 3 26 2 2 38 16 337 1381 4:3 PM 36 136 6 9 53 3 35 36 4 34 16 368 142 4:45 PM 28 155 7 16 68 1 1 54 39 5 35 18 427 1516 5: PM 27 163 6 12 7 1 51 36 6 44 25 441 1573 5:15 PM 37 156 1 12 82 3 5 31 5 32 17 435 1671 5:3 PM 4 167 6 22 65 1 41 31 4 56 18 451 1754 5:45 PM 37 159 8 15 84 3 1 55 24 1 4 56 29 476 183 6: PM 44 145 12 21 69 1 2 61 33 7 62 11 468 183 6:15 PM 41 156 6 23 67 2 3 53 31 6 43 28 459 1854 6:3 PM 31 139 9 14 71 2 5 32 5 45 27 425 1828 6:45 PM 32 128 9 11 54 2 3 48 18 9 36 28 378 173 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 148 636 32 6 336 12 4 22 96 4 16 224 116 194 Heavy Trucks 4 4 8 12 28 Pedestrians 4 48 88 Bicycles 2 4 2 1 1 1 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Holly ve NW -- Eastern ve NW QC JOB #: 119753 CITY/STTE: Takoma Park, C TE: Wed, Sep 11 213 58 47.82 3 11 Peak-Hour: 7:45 M -- 8:45 M Peak 15-Min: 8: M -- 8:15 M..... 39 17 13 355.94 188.96 342.93 25 199 3.1 6.3.. 6.9 3.5.. 3.4 6.5 1....5 1.. 23 3 2 45 1 1 6 91 15-Min Count Period Holly ve NW (Northbound) Holly ve NW (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 1 1 9 16 1 28 6:15 M 1 2 19 25 47 6:3 M 1 1 28 28 58 6:45 M 1 2 3 36 69 22 7: M 6 1 36 55 2 1 274 7:15 M 4 2 41 49 3 99 326 7:3 M 19 3 51 7 143 411 7:45 M 1 4 11 4 51 73 3 147 489 8: M 2 12 3 45 97 3 162 551 8:15 M 2 12 5 45 9 3 157 69 8:3 M 3 12 5 47 82 4 153 619 8:45 M 3 6 1 44 89 1 1 145 617 9: M 1 5 5 4 4 1 74 1 131 586 9:15 M 3 1 2 42 59 3 11 539 9:3 M 1 2 4 1 37 81 467 9:45 M 1 2 6 1 31 2 61 383 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 8 48 12 18 388 12 648 Heavy Trucks 16 8 24 Pedestrians 112 24 48 184 Bicycles 1 1 1 3 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Holly ve NW -- Eastern ve NW QC JOB #: 119754 CITY/STTE: Takoma Park, C TE: Wed, Sep 11 213 38 22.83 69 16 Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 6: PM -- 6:15 PM... 1.4. 327 39 3 335.89 279.91 35.94 318 295 4. 2.2. 3.3 2.5 4.3.. 4.2 2.4....25.. 24 4 1 4 13 1 5 1 11 59 15-Min Count Period Holly ve NW (Northbound) Holly ve NW (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 1 3 1 42 38 1 86 3:15 PM 1 6 3 43 43 5 11 3:3 PM 2 4 3 44 1 43 1 98 3:45 PM 4 4 5 47 47 3 11 395 4: PM 1 2 5 62 1 53 2 126 435 4:15 PM 2 1 4 41 51 1 1 434 4:3 PM 1 7 7 43 55 1 114 45 4:45 PM 3 7 69 55 134 474 5: PM 1 3 4 7 62 73 4 154 52 5:15 PM 7 8 63 1 46 5 13 532 5:3 PM 2 3 13 55 85 4 162 58 5:45 PM 4 7 8 63 76 8 166 612 6: PM 6 6 9 8 8 9 19 648 6:15 PM 4 6 9 81 64 9 173 691 6:3 PM 2 5 1 61 65 6 149 678 6:45 PM 1 3 5 5 59 1 69 3 146 658 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 24 24 36 32 32 36 76 Heavy Trucks 16 16 32 Pedestrians 48 2 8 76 Bicycles 1 6 7 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Cedar St NW -- Eastern ve NW QC JOB #: 119755 CITY/STTE: Washington, C TE: Tue, Sep 17 213 54 48.87 6 17 Peak-Hour: 7:3 M -- 8:3 M Peak 15-Min: 7:45 M -- 8: M..... 321 3.72.8. 184 181 1.2 8.2.... 8.3... 273 14 1.5.. 187 287.89 8. 1.4 29 1 11 12 12 2 3 2 2 15-Min Count Period Cedar St NW (Northbound) Cedar St NW (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 2 1 2 13 36 6:15 M 22 1 3 17 43 6:3 M 32 1 1 3 25 62 6:45 M 32 1 5 32 7 211 7: M 45 2 2 7 1 34 91 266 7:15 M 51 1 2 9 41 14 327 7:3 M 59 4 1 47 12 385 7:45 M 77 5 1 13 1 68 165 48 8: M 7 2 1 16 41 13 519 8:15 M 67 3 4 9 2 25 11 525 8:3 M 62 6 14 1 37 12 525 8:45 M 65 3 2 13 1 39 123 483 9: M 67 3 1 16 45 132 485 9:15 M 54 2 3 37 96 471 9:3 M 43 1 1 1 35 81 432 9:45 M 29 1 3 33 66 375 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 38 2 4 52 4 272 66 Heavy Trucks 8 16 24 Pedestrians 28 18 16 152 Bicycles 1 2 1 4 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Cedar St NW -- Eastern ve NW QC JOB #: 119756 CITY/STTE: Washington, C TE: Tue, Sep 17 213 38 38.73 25 Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 5:45 PM -- 6: PM... 4.. 261.88.92. 31 31 2.7 3.7.... 3.7... 223 25 3.1 4.. 31 248.93 3.7 3.2 1 2 3 47 7 4 3 7 6 15-Min Count Period Cedar St NW (Northbound) Cedar St NW (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 38 4 4 47 93 3:15 PM 32 2 6 52 92 3:3 PM 35 1 5 43 84 3:45 PM 38 4 3 5 95 364 4: PM 43 5 5 1 1 39 94 365 4:15 PM 45 5 3 66 119 392 4:3 PM 41 2 7 53 13 411 4:45 PM 55 5 8 2 62 132 448 5: PM 51 1 6 63 13 484 5:15 PM 57 8 4 67 136 51 5:3 PM 5 8 8 64 13 528 5:45 PM 61 6 9 84 16 556 6: PM 66 4 14 67 151 577 6:15 PM 46 7 7 86 146 587 6:3 PM 46 3 11 54 114 571 6:45 PM 53 11 4 74 142 553 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 244 24 36 336 64 Heavy Trucks 8 8 16 Pedestrians 36 48 84 Bicycles 1 2 2 2 7 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Cedar St NW -- Carroll St NW QC JOB #: 119757 CITY/STTE: Washington, C TE: Wed, Sep 11 213 182 296.86 66 116 Peak-Hour: 8: M -- 9: M Peak 15-Min: 8:3 M -- 8:45 M 8.2 9.1. 1.7 7.8 543 4 265 731.84 192.97 466.95 232 38 7.2 9.5 2.5 1.5 1.9 7.1.. 5.1 9.7 2....25 2.. 56 4 12 26 1 4 16 269 15-Min Count Period Cedar St NW (Northbound) Cedar St NW (Southbound) Carroll St NW (Eastbound) Carroll St NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 7 5 3 13 2 13 61 6:15 M 9 6 3 12 2 4 2 92 6:3 M 21 1 3 17 59 27 137 6:45 M 17 11 3 34 1 58 25 149 439 7: M 26 17 4 23 8 39 189 567 7:15 M 32 1 2 35 94 43 216 691 7:3 M 4 19 6 33 2 94 54 248 82 7:45 M 35 18 6 39 2 115 53 268 921 8: M 29 15 4 4 3 118 66 275 17 8:15 M 27 19 1 4 2 126 67 291 182 8:3 M 28 17 8 61 3 12 6 297 1131 8:45 M 2 32 15 7 51 3 12 72 284 1147 9: M 31 13 12 44 95 51 246 1118 9:15 M 25 14 8 37 66 49 199 126 9:3 M 31 12 8 36 54 3 171 9 9:45 M 27 7 4 41 1 5 17 147 763 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 112 68 32 244 12 48 24 1188 Heavy Trucks 12 8 4 28 4 92 Pedestrians 34 28 12 344 Bicycles 2 1 3 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Cedar St NW -- Carroll St NW QC JOB #: 119758 CITY/STTE: Washington, C TE: Wed, Sep 11 213 276 223.87 59 217 Peak-Hour: 6: PM -- 7: PM Peak 15-Min: 6: PM -- 6:15 PM 5.1 8.5..4 4.1 31 87 141 387.93 287.92 246.96 374 54 1.6 5.3..7 7. 11.4.. 7.5 5.8...... 9 2 4 29 59 2 1 3 3 258 15-Min Count Period Cedar St NW (Northbound) Cedar St NW (Southbound) Carroll St NW (Eastbound) Carroll St NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 36 9 11 54 1 62 35 28 3:15 PM 41 5 7 7 56 3 29 3:3 PM 44 1 9 71 57 33 224 3:45 PM 47 9 11 56 58 4 1 222 863 4: PM 56 15 15 67 1 56 37 247 92 4:15 PM 31 13 11 57 1 48 38 199 892 4:3 PM 3 9 11 74 2 48 39 213 881 4:45 PM 45 19 11 55 7 3 23 889 5: PM 53 15 21 82 1 53 48 273 915 5:15 PM 52 7 2 81 67 37 246 962 5:3 PM 44 1 1 7 1 44 58 237 986 5:45 PM 49 14 15 59 1 65 45 248 14 6: PM 54 19 23 76 2 71 37 282 113 6:15 PM 63 16 24 68 2 64 29 266 133 6:3 PM 46 14 18 7 54 34 236 132 6:45 PM 54 1 17 73 1 57 41 253 137 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 216 76 92 34 8 284 148 1128 Heavy Trucks 16 4 28 4 88 Pedestrians 272 116 4 112 54 Bicycles 3 3 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Blair Rd NW -- Piney Branch Rd NW QC JOB #: 1197511 CITY/STTE: Washington, C TE: Wed, Sep 11 213 376 466.92 21 346 9 Peak-Hour: 7:45 M -- 8:45 M Peak 15-Min: 8: M -- 8:15 M 2.7. 2.9 3.. 69 86 28 755.92 232.95 586.94 321 3 141 29 2. 3.4 1.2. 4.3 2.. 3.5 2.3 5.2 2 352 49. 3.7 1.2 49 43.95 3.1 4.5 7 2 8 59 5 2 4 7 15-Min Count Period Blair Rd NW (Northbound) Blair Rd NW (Southbound) Piney Branch Rd NW (Eastbound) Piney Branch Rd NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 41 4 3 47 1 5 14 19 72 1 27 6:15 M 6 4 7 1 6 23 22 8 1 267 6:3 M 77 11 1 81 1 9 28 29 114 351 6:45 M 57 9 3 95 1 1 29 1 22 115 3 345 117 7: M 84 7 2 83 1 8 4 1 3 157 2 415 1378 7:15 M 5 67 2 2 81 3 11 31 36 161 3 1 421 1532 7:3 M 89 16 1 9 8 15 48 1 33 148 6 455 1636 7:45 M 2 85 8 1 85 4 19 47 1 36 171 5 464 1755 8: M 9 15 2 87 6 26 6 29 162 1 487 1827 8:15 M 84 13 3 75 5 25 61 1 39 135 4 445 1851 8:3 M 93 13 3 99 6 16 64 1 37 118 9 459 1855 8:45 M 94 18 4 9 6 22 42 35 115 4 43 1821 9: M 1 88 13 4 81 5 16 42 2 36 16 14 48 1742 9:15 M 94 12 9 8 14 53 1 23 15 5 45 172 9:3 M 79 2 3 76 4 14 48 1 25 99 7 376 1619 9:45 M 1 85 18 2 84 4 9 35 3 25 81 5 352 1541 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 36 6 8 348 24 14 24 116 648 4 1948 Heavy Trucks 4 12 12 4 16 2 68 Pedestrians 16 4 68 88 Bicycles 1 1 1 5 8 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Blair Rd NW -- Piney Branch Rd NW QC JOB #: 1197512 CITY/STTE: Washington, C TE: Wed, Sep 11 213 426 486.88 18 392 16 Peak-Hour: 5:15 PM -- 6:15 PM Peak 15-Min: 6: PM -- 6:15 PM.2..3.4. 312 11 4 437.98 717.95 29.97 835 8 17 838 1.6.5...6 1.7.. 1.1.5 5 336 14..6. 57 445.94.2.4 8 2 2 43 25 3 3 3 15-Min Count Period Blair Rd NW (Northbound) Blair Rd NW (Southbound) Piney Branch Rd NW (Eastbound) Piney Branch Rd NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 2 69 18 5 76 2 13 114 19 69 12 399 3:15 PM 3 76 26 2 9 8 2 18 19 53 6 411 3:3 PM 85 25 7 83 5 2 114 23 59 2 1 424 3:45 PM 88 21 5 8 1 1 129 1 17 53 5 41 1644 4: PM 1 88 19 7 82 7 16 143 2 28 59 7 2 461 176 4:15 PM 1 73 31 1 85 2 1 12 131 2 16 57 1 422 1717 4:3 PM 4 81 22 6 91 3 19 148 2 17 65 9 467 176 4:45 PM 84 29 5 85 1 18 157 4 1 29 7 8 491 1841 5: PM 79 31 9 85 6 2 152 2 27 77 7 495 1875 5:15 PM 2 85 22 6 92 2 26 174 26 73 12 52 1973 5:3 PM 1 76 29 1 7 88 5 27 181 5 29 65 3 1 518 224 5:45 PM 1 84 26 1 11 3 31 175 2 23 77 16 54 273 6: PM 91 27 2 111 8 26 187 1 28 75 9 565 2143 6:15 PM 1 83 15 4 89 8 21 176 1 25 79 5 57 213 6:3 PM 94 16 7 87 3 23 164 3 37 68 6 58 212 6:45 PM 89 15 6 88 7 18 144 3 18 61 4 453 233 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 364 18 8 444 32 14 748 4 112 3 36 226 Heavy Trucks 4 4 Pedestrians 4 8 4 68 84 Bicycles 2 2 1 6 11 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Bus Entry -- Eastern ve NW QC JOB #: 1197513 CITY/STTE: Washinton, C TE: Wed, Sep 11 213 1 1.25 Peak-Hour: 8: M -- 9: M Peak 15-Min: 8:45 M -- 9: M..... 354 345.86 159.97 344.96 162 3 1 165 3.4 5.6.. 4.4.9 66.7..9 7.3 9 6 1.. 83.3 4.53 15 5. 93.3 5 2 1 8 5 3 3 2 15-Min Count Period Bus Entry (Northbound) Bus Entry (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 1 1 11 16 29 6:15 M 2 15 1 25 43 6:3 M 2 27 28 57 6:45 M 1 2 21 1 31 56 185 7: M 4 5 37 1 52 99 255 7:15 M 1 1 1 34 3 1 46 87 299 7:3 M 2 3 53 7 128 37 7:45 M 1 1 46 1 75 124 438 8: M 2 41 1 9 134 473 8:15 M 4 2 1 38 1 82 128 514 8:3 M 1 1 4 84 126 512 8:45 M 2 3 4 1 1 88 135 523 9: M 3 3 38 73 117 56 9:15 M 1 35 2 62 1 478 9:3 M 4 3 41 36 84 436 9:45 M 1 3 1 1 2 53 354 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 8 12 16 4 4 352 54 Heavy Trucks 8 8 4 8 28 Pedestrians Bicycles 1 1 2 4 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Bus Entry -- Eastern ve NW QC JOB #: 1197514 CITY/STTE: Washinton, C TE: Wed, Sep 11 213 1 1.25 Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 6: PM -- 6:15 PM..... 39 297.85 265.86 297.92 268 3 272 3.9 2.6.. 1.5 1. 1.. 1. 4. 11 7 81.8. 1. 3.86 18 1. 88.9 2 1 5 8 5 7 5 15-Min Count Period Bus Entry (Northbound) Bus Entry (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 2 2 38 1 37 8 3:15 PM 1 1 42 1 1 45 91 3:3 PM 2 5 48 1 48 14 3:45 PM 2 5 1 51 14 379 4: PM 1 5 63 49 118 417 4:15 PM 3 4 4 1 51 99 425 4:3 PM 1 4 41 2 52 1 421 4:45 PM 2 4 61 1 44 112 429 5: PM 2 4 61 1 69 137 448 5:15 PM 2 2 6 1 47 112 461 5:3 PM 2 1 1 5 1 8 135 496 5:45 PM 3 66 1 77 147 531 6: PM 2 4 81 1 81 169 563 6:15 PM 4 2 68 59 133 584 6:3 PM 5 1 1 6 1 57 125 574 6:45 PM 3 1 64 3 65 136 563 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 8 16 324 4 324 676 Heavy Trucks 8 16 12 4 4 Pedestrians 8 4 12 Bicycles 1 3 4 8 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Bus Exit -- Carroll St NW QC JOB #: 1197515 CITY/STTE: Washington, C TE: Wed, Sep 11 213 22 1.78 36 12 Peak-Hour: 7:45 M -- 8:45 M Peak 15-Min: 8:3 M -- 8:45 M 1. 97.2 1.. 1. 525 1 27 544.87 27.95 514.94 217 3 222 5.7 6.9 8. 1. 3.4 3.9.. 8.6 8.6...... 496 1 286 3 4 3 5 265 1 15-Min Count Period Bus Exit (Northbound) Bus Exit (Southbound) Carroll St NW (Eastbound) Carroll St NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 4 1 3 12 1 22 4 1 48 6:15 M 3 2 1 13 1 4 6 66 6:3 M 3 3 3 15 4 6 5 1 94 6:45 M 5 3 3 33 2 61 8 115 323 7: M 3 2 3 24 85 11 128 43 7:15 M 4 5 4 32 1 94 4 1 145 482 7:3 M 4 2 3 38 2 114 7 1 171 559 7:45 M 2 3 3 47 122 5 182 626 8: M 6 2 2 44 133 7 194 692 8:15 M 1 3 3 49 1 136 8 1 22 749 8:3 M 3 2 1 67 123 7 2 25 783 8:45 M 3 2 1 59 19 3 2 179 78 9: M 4 3 3 51 1 16 9 177 763 9:15 M 4 1 1 43 65 4 1 119 68 9:3 M 2 1 1 2 39 6 9 1 115 59 9:45 M 4 2 2 42 55 2 17 518 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 12 8 4 268 492 28 8 82 Heavy Trucks 12 8 4 24 2 28 96 Pedestrians 352 324 372 148 Bicycles 1 1 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Bus Exit -- Carroll St NW QC JOB #: 1197516 CITY/STTE: Washington, C TE: Wed, Sep 11 213 25 7.69 46 18 Peak-Hour: 5:45 PM -- 6:45 PM Peak 15-Min: 6: PM -- 6:15 PM 92. 1.. 95.7 88.9 32 16 34 328.91 352.9 291.88 368 3 373 3. 3.5 62.5 1..9.7.. 11. 5.1...... 29 2 5 277 8 2 5 2 212 15-Min Count Period Bus Exit (Northbound) Bus Exit (Southbound) Carroll St NW (Eastbound) Carroll St NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 1 1 1 2 62 1 66 4 138 3:15 PM 3 2 1 3 74 1 6 5 1 15 3:3 PM 5 2 1 73 2 58 1 151 3:45 PM 3 2 1 64 2 61 6 139 578 4: PM 3 4 4 78 58 6 153 593 4:15 PM 2 1 2 66 1 49 9 3 133 576 4:3 PM 5 2 4 76 49 8 1 145 57 4:45 PM 1 3 3 67 79 8 161 592 5: PM 4 2 3 1 73 5 1 188 627 5:15 PM 6 5 1 2 78 65 7 2 166 66 5:3 PM 4 3 4 74 5 5 14 655 5:45 PM 7 1 2 83 7 6 1 17 664 6: PM 5 1 3 98 1 81 11 1 21 677 6:15 PM 3 3 4 86 1 81 11 189 7 6:3 PM 3 2 3 85 2 59 6 1 161 721 6:45 PM 5 3 4 85 59 8 164 715 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 2 4 12 392 4 324 44 4 84 Heavy Trucks 2 4 8 4 44 8 Pedestrians 26 268 28 88 Bicycles 1 1 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Kiss & Ride wy -- Eastern ve NW QC JOB #: 1197517 CITY/STTE: Washington, C TE: Wed, Sep 11 213. Peak-Hour: 7:45 M -- 8:45 M Peak 15-Min: 8: M -- 8:15 M..... 35 336.9 152.97 32.97 198 46 34 171 2.9 6.1.. 7.9 3.3.. 3. 7. 48 19... 8.8 67.. 6 1 6 1 42 1 15-Min Count Period Kiss & Ride wy (Northbound) Kiss & Ride wy (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 6: M 2 1 3 14 29 6:15 M 4 15 4 2 21 46 6:3 M 1 1 25 3 28 58 6:45 M 5 1 23 9 6 29 73 26 7: M 8 6 32 5 7 49 17 284 7:15 M 8 3 32 8 5 43 99 337 7:3 M 6 5 47 5 7 7 14 419 7:45 M 14 7 44 11 12 61 149 495 8: M 14 5 35 1 8 83 155 543 8:15 M 12 4 35 12 7 79 149 593 8:3 M 8 3 38 13 7 79 148 61 8:45 M 7 4 37 9 8 83 148 6 9: M 5 3 35 8 6 67 124 569 9:15 M 5 2 35 9 11 55 117 537 9:3 M 2 2 41 3 7 35 9 479 9:45 M 1 2 28 4 1 2 56 387 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 56 2 14 4 32 332 62 Heavy Trucks 16 8 24 Pedestrians 28 8 36 Bicycles 3 1 4 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume LOCTION: Kiss & Ride wy -- Eastern ve NW QC JOB #: 1197518 CITY/STTE: Washington, C TE: Wed, Sep 11 213. Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 6: PM -- 6:15 PM..... 34 36.86 233.87 26.92 294 61 46 266 3.2 2.4.. 3. 4.2.. 3.6 2.6 8 33... 17 113.88.. 4 16 1 6 13 26 15-Min Count Period Kiss & Ride wy (Northbound) Kiss & Ride wy (Southbound) Eastern ve NW (Eastbound) Eastern ve NW (Westbound) Total Hourly Totals Beginning t Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 3: PM 3 1 38 4 4 37 87 3:15 PM 4 2 41 3 2 43 95 3:3 PM 3 5 46 1 6 43 14 3:45 PM 6 2 5 3 6 44 111 397 4: PM 1 3 57 6 7 42 125 435 4:15 PM 7 4 36 7 6 44 14 444 4:3 PM 8 4 39 4 4 49 18 448 4:45 PM 14 7 54 15 3 44 137 474 5: PM 2 4 55 6 1 6 155 54 5:15 PM 9 6 54 9 8 42 128 528 5:3 PM 15 4 46 11 8 75 159 579 5:45 PM 17 9 58 11 12 67 174 616 6: PM 22 14 69 19 13 69 26 667 6:15 PM 26 6 6 2 13 49 174 713 6:3 PM 24 8 53 11 14 47 157 711 6:45 PM 12 1 57 6 7 61 153 69 Peak 15-Min Northbound Southbound Eastbound Westbound Flowrates Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U Total ll Vehicles 88 56 276 76 52 276 824 Heavy Trucks 16 8 24 Pedestrians 8 4 12 24 Bicycles 6 6 Railroad Stopped Buses Comments: Report generated on 9/2/213 1:59 M SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-58-2212

U- Turns Right Thru to 4th St NW Thru 749 SW Tech Center r, Ste B15 Tigard, OR 97223 Counts: ll Vehicle Counts Peak Hour: Highlighted In Blue 53 62 4242 Location: Blair Rd NW & Cedar St NW Peak 15-minutes: Highlighted In Orange www.qualitycounts.net ate: 9/24/213 Peak Hour Factor (M):.911 Peak Hour Factor (PM):.92 Blair Rd NW (Southbound) Cedar St NW (Westbound) Blair Rd NW (Northbound) 4th St NW (Northbound) Left U- Turns Right Thru Left to 4th St NW Left U- Turns Right Thru Left Left to 4th St NW U- Turns Right to Blair Rd NW Right to Cedar St NW Thru to Blair Rd NW Left to Cedar St NW U- Turns Cedar St NW (Eastbound) Right to 4th St NW Right Thru Left 6: M 55 3 2 11 7 3 5 1 21 6 2 1 14 3 6:15 M 2 59 8 22 12 5 3 3 26 5 1 1 15 4 6:3 M 1 77 7 26 15 5 4 2 48 2 1 1 15 3 6:45 M 1 67 7 33 22 4 7 4 46 2 9 13 1 7: M 74 6 28 34 7 8 4 5 9 8 1 14 8 7:15 M 74 13 2 4 49 13 5 61 1 8 17 1 3 17 12 7:3 M 8 13 3 36 67 13 8 3 66 19 14 1 12 19 7:45 M 1 82 6 34 56 15 6 3 62 2 1 8 1 2 7 12 8: M 73 14 2 31 56 1 15 1 62 8 14 2 8 16 1 8:15 M 3 69 16 1 45 51 8 11 1 56 1 5 5 1 1 1 14 8:3 M 2 66 17 3 29 33 13 13 1 48 1 15 36 1 23 19 1 8:45 M 1 1 59 16 1 42 52 11 5 11 57 1 8 12 2 2 17 2 9: M 66 13 1 24 32 9 6 6 62 1 1 19 4 13 16 1 9:15 M 3 56 19 2 26 28 7 8 5 43 8 22 1 24 1 9:3 M 1 58 2 26 19 9 2 4 53 1 7 15 2 11 1 9:45 M 2 63 12 3 23 17 6 1 1 63 1 1 13 1 15 14 Totals 4 14 178 19 2 476 55 138 116 59 824 7 1 1 132 214 8 21 228 19 3 U- Turns Blair Rd NW (Southbound) Cedar St NW (Westbound) Blair Rd NW (Northbound) 4th St NW (Northbound) Cedar St NW (Eastbound) Right Thru to 4th St NW Thru Left U- Turns Right Thru Left to 4th St NW Left U- Turns Right Thru Left Left to 4th St NW U- Turns Right to Blair Rd NW Right to Cedar St NW Thru to Blair Rd NW Left to Cedar St NW U- Turns Right to 4th St NW Right Thru Left 3: PM 2 3 6 25 1 29 32 5 5 1 6 1 2 1 12 4 1 13 3:15 PM 3 69 22 21 26 3 6 8 77 4 2 1 7 3 9 2 3:3 PM 3 64 29 2 31 24 6 4 5 69 1 1 1 13 8 2 5 15 28 3:45 PM 1 2 78 23 3 26 3 8 3 4 79 5 15 15 2 3 5 19 4: PM 3 65 25 21 16 9 1 7 79 3 2 2 9 4 1 3 9 21 4:15 PM 3 7 3 13 21 8 5 6 94 2 14 6 2 1 6 27 4:3 PM 2 6 54 34 2 17 18 7 7 6 84 1 13 6 1 3 17 23 4:45 PM 2 59 24 1 15 15 1 9 1 76 1 2 14 7 1 9 15 5: PM 5 7 23 2 21 31 9 1 15 78 6 11 24 3 1 33 5:15 PM 5 74 23 1 1 21 14 9 12 72 5 1 14 26 1 2 7 26 5:3 PM 4 76 24 4 14 24 6 5 9 8 3 1 1 8 2 2 13 27 5:45 PM 7 56 24 2 2 2 11 11 8 83 2 12 14 1 1 1 24 6: PM 4 8 23 3 12 16 7 9 1 7 6 2 2 2 2 4 3 6:15 PM 7 72 25 3 19 21 7 5 14 83 2 2 15 14 3 3 37 6:3 PM 5 86 19 1 14 23 1 3 1 73 1 12 21 1 5 26 6:45 PM 5 8 23 1 2 3 9 7 1 5 71 1 3 11 16 1 1 5 19 Totals 5 67 1113 396 26 33 368 129 99 1 139 1228 61 6 1 15 23 28 13 38 137 388

749 SW Tech Center r, Ste B15 Tigard, OR 97223 Counts: Pedestrian Counts 53 62 4242 Location: Blair Rd NW & Cedar St NW www.qualitycounts.net ate: 9/24/213 Peds Blair Rd NW (Southbound) Cedar St NW (Westbound) Blair Rd NW (Northbound) 4th St NW (Northbound) Right Thru to 4th St NW Thru Left Peds Right Thru Left to 4th St NW Left Peds Right Thru Left Left to 4th St NW Peds Right to Blair Rd NW Right to Cedar St NW Thru to Blair Rd NW Left to Cedar St NW Peds Cedar St NW (Eastbound) Right to 4th St NW Right Thru Left 6: M 8 2 1 3 1 4 6:15 M 9 5 5 2 1 3 6:3 M 16 3 9 6:45 M 25 15 1 1 16 1 2 7: M 32 18 21 1 2 2 7:15 M 24 23 25 1 1 4 7:3 M 35 32 1 1 43 4 3 2 7:45 M 55 3 1 2 1 28 1 2 17 1 1 1 8: M 35 4 1 1 45 1 6 1 2 4 8:15 M 45 36 41 1 1 1 15 1 1 8:3 M 57 48 51 1 17 3 8:45 M 48 2 1 39 1 21 1 4 9: M 47 12 21 1 2 1 15 4 4 9:15 M 26 15 24 1 4 1 5 9:3 M 26 22 22 1 8 1 5 9:45 M 2 7 9 3 5 Totals 58 328 4 5 3 42 1 1 15 7 1 117 2 11 45 Mid Crosswal k Peds Blair Rd NW (Southbound) Cedar St NW (Westbound) Blair Rd NW (Northbound) 4th St NW (Northbound) Cedar St NW (Eastbound) Right Thru to 4th St NW Thru Left Peds Right Thru Left to 4th St NW Left Peds Right Thru Left Left to 4th St NW Peds Right to Blair Rd NW Right to Cedar St NW Thru to Blair Rd NW Left to Cedar St NW Peds Right to 4th St NW Right Thru Left 3: PM 14 12 4 4 4 3:15 PM 12 13 1 1 5 3:3 PM 21 38 1 38 1 2 8 18 3:45 PM 17 16 24 2 1 1 4 1 1 4: PM 18 2 1 21 2 4 4 4:15 PM 2 14 2 2 5 4:3 PM 31 29 1 34 1 6 2 6 4:45 PM 15 12 11 2 1 3 1 4 5: PM 27 25 1 29 4 1 2 11 5:15 PM 21 22 1 2 2 7 2 2 5:3 PM 39 1 33 4 2 1 1 1 12 5:45 PM 22 1 34 4 5 3 11 6: PM 35 2 26 1 38 5 1 3 2 8 6:15 PM 37 18 1 2 1 3 2 4 18 6:3 PM 27 28 1 33 5 1 1 1 12 6:45 PM 16 37 1 37 11 4 1 11 Totals 372 1 3 377 4 3 4 3 429 2 56 1 3 46 2 1 8 141 Mid Crosswal k

Takoma Metro Station ppendix B Traffic nalysis Technical Memorandum November 213