Trip Generation Calculations

Trip Generation Calculations A

HORIZON AIR ALLEGIANT AI R EMPLOYEES Daily Trip Generation Daily Trip Generation Daily Trip Generation Directional Flights (per day): 20 Directional Flights (per day): 2.8 Total Employees: 34 Seats: 76 Seats: 150 Load Factor: 73% Load Factor: 90% Vehicle Occupancy: 1.50 Vehicle Occupancy: 2.40 Total ADT: 740 Total ADT: 158 Total ADT: 68 Peak-Hour Trip Generation Peak-Hour Trip Generation Peak-Hour Trip Generation Directional Flights: 2 Directional Flights: 2 Total Employees: 17 Seats: 76 Seats: 150 Percent during Peak-Hour: ~50% Load Factor: 90% Load Factor: 90% Employees during Peak-Hour: 8 Vehicle Occupancy: 1.50 Vehicle Occupancy: 2.40 Total Peak-Hour Trips: 92 Total Peak-Hour Trips: 114 Total Peak-Hour Trips: 8 Inbound Peak-Hour Trips: 46 Inbound Peak-Hour Trips: 57 Inbound Peak-Hour Trips: 4 Outbound Peak-Hour Trips: 46 Outbound Peak-Hour Trips: 57 Outbound Peak-Hour Trips: 4 TOTAL TRIP GENERA TION OFF-SITE TR IPS Daily Trip Generation Daily Trip Generation Total ADT: 966 Total ADT: 956 Peak-Hour Trip Generation Peak-Hour Trip Generation Total Peak-Hour Trips: 214 Total Peak-Hour Trips: 212 Inbound Peak-Hour Trips: 107 Inbound Peak-Hour Trips: 106 Outbound Peak-Hour Trips: 107 Outbound Peak-Hour Trips: 106 A - 1

PM Peak-Hour % New New PM Peak Hour Trips New New PM Peak Hour Trips % ADT In Out Total ADT In Out Total 100% 956 106 106 212 100% 956 106 106 212 1% 9.56 1.06 1.06 2.12 51% 487.56 54.06 54.06 108.12 2% 19.12 2.12 2.12 4.24 52% 497.12 55.12 55.12 110.24 3% 28.68 3.18 3.18 6.36 53% 506.68 56.18 56.18 112.36 4% 38.24 4.24 4.24 8.48 54% 516.24 57.24 57.24 114.48 5% 47.80 5.30 5.30 10.60 55% 525.80 58.30 58.30 116.60 6% 57.36 6.36 6.36 12.72 56% 535.36 59.36 59.36 118.72 7% 66.92 7.42 7.42 14.84 57% 544.92 60.42 60.42 120.84 8% 76.48 8.48 8.48 16.96 58% 554.48 61.48 61.48 122.96 9% 86.04 9.54 9.54 19.08 59% 564.04 62.54 62.54 125.08 10% 95.60 10.60 10.60 21.20 60% 573.60 63.60 63.60 127.20 11% 105.16 11.66 11.66 23.32 61% 583.16 64.66 64.66 129.32 12% 114.72 12.72 12.72 25.44 62% 592.72 65.72 65.72 131.44 13% 124.28 13.78 13.78 27.56 63% 602.28 66.78 66.78 133.56 14% 133.84 14.84 14.84 29.68 64% 611.84 67.84 67.84 135.68 15% 143.40 15.90 15.90 31.80 65% 621.40 68.90 68.90 137.80 16% 152.96 16.96 16.96 33.92 66% 630.96 69.96 69.96 139.92 17% 162.52 18.02 18.02 36.04 67% 640.52 71.02 71.02 142.04 18% 172.08 19.08 19.08 38.16 68% 650.08 72.08 72.08 144.16 19% 181.64 20.14 20.14 40.28 69% 659.64 73.14 73.14 146.28 20% 191.20 21.20 21.20 42.40 70% 669.20 74.20 74.20 148.40 21% 200.76 22.26 22.26 44.52 71% 678.76 75.26 75.26 150.52 22% 210.32 23.32 23.32 46.64 72% 688.32 76.32 76.32 152.64 23% 219.88 24.38 24.38 48.76 73% 697.88 77.38 77.38 154.76 24% 229.44 25.44 25.44 50.88 74% 707.44 78.44 78.44 156.88 25% 239.00 26.50 26.50 53.00 75% 717.00 79.50 79.50 159.00 26% 248.56 27.56 27.56 55.12 76% 726.56 80.56 80.56 161.12 27% 258.12 28.62 28.62 57.24 77% 736.12 81.62 81.62 163.24 28% 267.68 29.68 29.68 59.36 78% 745.68 82.68 82.68 165.36 30% 286.80 31.80 31.80 63.60 80% 764.80 84.80 84.80 169.60 31% 296.36 32.86 32.86 65.72 81% 774.36 85.86 85.86 171.72 32% 305.92 33.92 33.92 67.84 82% 783.92 86.92 86.92 173.84 33% 315.48 34.98 34.98 69.96 83% 793.48 87.98 87.98 175.96 34% 325.04 36.04 36.04 72.08 84% 803.04 89.04 89.04 178.08 35% 334.60 37.10 37.10 74.20 85% 812.60 90.10 90.10 180.20 36% 344.16 38.16 38.16 76.32 86% 822.16 91.16 91.16 182.32 37% 353.72 39.22 39.22 78.44 87% 831.72 92.22 92.22 184.44 38% 363.28 40.28 40.28 80.56 88% 841.28 93.28 93.28 186.56 39% 372.84 41.34 41.34 82.68 89% 850.84 94.34 94.34 188.68 40% 382.40 42.40 42.40 84.80 90% 860.40 95.40 95.40 190.80 41% 391.96 43.46 43.46 86.92 91% 869.96 96.46 96.46 192.92 42% 401.52 44.52 44.52 89.04 92% 879.52 97.52 97.52 195.04 43% 411.08 45.58 45.58 91.16 93% 889.08 98.58 98.58 197.16 44% 420.64 46.64 46.64 93.28 94% 898.64 99.64 99.64 199.28 45% 430.20 47.70 47.70 95.40 95% 908.20 100.70 100.70 201.40 46% 439.76 48.76 48.76 97.52 96% 917.76 101.76 101.76 203.52 47% 449.32 49.82 49.82 99.64 97% 927.32 102.82 102.82 205.64 48% 458.88 50.88 50.88 101.76 98% 936.88 103.88 103.88 207.76 49% 468.44 51.94 51.94 103.88 99% 946.44 104.94 104.94 209.88 50% 478.00 53.00 53.00 106.00 100% 956.00 106.00 106.00 212.00 A - 2

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William Dolan Deputy Airport Director Airfield Paine Field 3220 100 th St S.W. Ste A Everett, WA 89024 March 9, 2009 Re: Parking analysis information request Dear Mr. Dolan Thank you for your letter of March 2. We are pleased to respond to the questions in your letter regarding the number of passengers associated with a representative schedule by Allegiant Air at Paine Field (PAE). The following table shows: Passenger per aircraft (based on 90% load factor for a 150 seat MD 80) Passengers per car (based on differing point of origin estimates for four different destinations from PAE) Estimate of overnight parking demand Year 1 Year 3 Year 5 Departures/week 2 6 10 Destinations 1 3 4 Passengers per departure 135 135 135 PAE point of origin (percent of pax) 90% 72% 71% PAE point of origin passengers/wk 243 580.5 951.75 For PAE point of origin passengers Pax/car 2.00 2.36 2.38 Night's stay in destination 4.00 4.79 4.66 Cars/wk 121.50 245.70 400.46 Car nights/week 486.00 1177.20 1,866.44 Car nights/day 69.43 168.17 266.63 The answers to your other questions are as follows: A - 5

Number of personnel on site at any one time: around six. This should not change significantly even as the number of flights increase, as we would not expect to handle more than one flight at PAE at a time. Note, these staff may be contracted rather than directly employed by Allegiant. Expected time of arrival of passengers at the terminal prior to aircraft departure: ranges from a half hour to two hours, with an average of over an hour. Typical time for passengers at terminal after landing before drive away: between 15 and 45 minutes. We do not have any parking studies of other airports. It is hard to think of an exact parallel for PAE within our existing system but we would encourage you to discuss this matter with Dave Gordon at Ft Collins/Loveland Airport in Colorado (where we serve only Las Vegas it s worth noting that local point of origin for Las Vegas is much higher than for our other destinations this is why the PAE percentage point of origin declines with time in the table above). You are obviously most welcome to discuss this with other airports in our system as well. Please let us know if you have any further requests. Best regards, Robert Ashcroft VP Planning A - 6

MEMORANDUM April 18, 2009 To: From: Re: Bill Dolan - Snohomish County Airport Ryk Dunkelberg, Mark McFarland - Barnard Dunkelberg Joel Hirsh Estimates of Traffic Impacts and Terminal Capacity - Revised As requested, Hirsh Associates (HA) has evaluated the forecast schedules and passengers provided by Horizon and Allegiant for new service to Paine Field (PAE). HA has developed automobile traffic estimates based on this and other assumptions, as well as estimates of terminal capacity which may be used in the environmental assessment for the airport. Airline forecasts and data for 1, 3 and 5 year planning periods were based on the following letters to William Dolan: Horizon Air - March 16, 2009 Allegiant Airlines - March 9, 2009 and follow up phone calls HA also spoke with the Airport s traffic consultant, Edward Koltonowski, on April 9 to discuss assumptions and impacts for the vehicular traffic analysis. Table 1 (attached) summarizes the airline data, assumptions made by HA, and calculations of the various forecasts. A. Airline-Furnished Forecasts Horizon has forecast initial service at 6 departures per day, increasing to 10 per day after 5 years. All flights would use 76 seats Q400 aircraft which is the main aircraft in Horizon s fleet. On an average basis, Horizon is forecasting a local boarding load factor of 61-63%. This is less than Horizon s typical 2006-2008 system-wide load factor of approximately 73-74%. Allegiant provided forecasts on a weekly basis beginning at 2 departures/week, increasing to 10 weekly departures after five years. All flights would use 150 seat aircraft, although Allegiant does have some smaller aircraft. On an average basis, Allegiant is forecasting a load factor of 90% in all years. Allegiant s system-wide load factor has grown from 81% in 2006 to almost 90% in 2008. On an annual basis, Horizon s average daily boardings were multiplied by 350 days. This takes into account adjustments for flight cancellations and typically reduced schedules on weekends. Allegiant s weekly boardings were assumed to have a full 52 week s activity. This results in an annual enplanement forecast of 112,000 in Year 1 growing to 238,200 by Year 5. A - 7

B. Peak Hour Forecasts Terminal facilities are typically sized for a peak hour of an average day during the peak month (design hour). The peak hour reflects a rolling 60 minute period and may not correspond to a clock hour (i.e. 7:00-7:59). This design hour may be modified to reflect a weekday (in the case of a predominantly business market) or a specific day of the week (in the case of a seasonal leisure destination). Where there is no existing service (or a major change in service is anticipated), the design hour should reflect the anticipated air service at realistic maximum load factors. For PAE, it is likely that both airlines would have flights during the peak hour, and the terminal has been sized for this assumption Although the airlines have projected average boarding load factors in the range of 61-90%, during a peak hour it is reasonable to assume a 90% load factor for both carriers given industry trends. The peak hour is based on the gate/terminal capacity and it is anticipated that no additional gates would be provided within the 5 year planning period. Thus the peak hour would be unchanged at 205 enplaned or deplaned passengers. C. Likely Peak Hour Traffic Impacts It is understood that peak hour traffic estimates are needed for the environmental analysis. As noted above, the peak hour activity at PAE would likely consist of one arrival and departure by each airline. Ground time for these airlines is typically 40-50 minutes, so the gates would turn within an hour. Exact schedules are not known at this time (and would also likely change many times over the forecast period), but it is reasonable to assume that while the flights would occur within an hour, they would not be simultaneous departures or arrivals. Departing (enplaning) domestic passengers typically arrive at the terminal following a distribution which ranges from as early as 2 hours to as little as 30 minutes before scheduled time of departure (STD). Leisure passengers with checked baggage tend to arrive earlier, while business passengers with no checked baggage tend to arrive closer to STD. For the purpose of estimating maximum traffic impacts, it is reasonable to assume that all passengers arrive at the terminal within a 60 minute period, and that passengers from both flights would arrive during that same 60 minute period. Arriving (deplaning) passengers will leave the terminal as soon as they can claim their bags, arrange for ground transportation, and/or pay for parking. This will typically occur within 30-40 minutes of arrival time. Thus, it is also reasonable to assume that both flights passengers would leave the terminal within a 60 minute period. The enplaning and deplaning ground traffic would occur in separate hours, but possibly as sequential time periods. It is not known at this time, at what time of day these peaks would occur, and thus the direct impact on existing traffic volumes. Peak hour passengers are typically converted to vehicle trips based on average vehicle occupancies (passengers/car). At an airport like PAE with adequate parking, it is anticipated that passengers would either park at the airport (originating passengers) or use a rental car (destination passengers). Thus, each traveling party would generate one vehicle trip when departing and one when arriving. Very few passengers would be expected to be picked up or dropped off by others which would generate two trips per traveling party. 2 A - 8

Allegiant estimates that the vehicle occupancy would initially be 2.0 passengers/car, increasing to 2.4. This is based on their internal data on traveling party size for different markets which are anticipated to be served from PAE. Horizon estimated an occupancy ratio of 2.5, but HA believes this is high given the primarily business markets anticipated to be served. A more conservative occupancy ratio of 1.5 passengers/car is recommended to be used for traffic analysis. This results in estimated peak hour directional trips of 114 in Year 2, decreasing to 102 directional trips in Years 3 and 5. The reason for the decrease in trip generation is due to the increased vehicle occupancy ratio for Allegiant. D. Typical Daily Traffic Impacts It is also understood that daily traffic volumes are needed. For PAE, an average day must consider both Horizon fights which are scheduled on a daily basis and days when Allegiant operates. For Horizon, the airline s estimate of average daily originating passengers provides a reasonable basis for typical day directional traffic. This was divided by the 1.5 passenger/car ratio used for peak hour traffic estimates. For Allegiant, in Year 1 there would only be activity on 2 days per week. In Year 3, the 6 weekly trips would also not likely result in more than 1 flight per day. In Year 5, the 10 weekly trips would mean that most days would have a second flight. In each of the planning years. The airline s estimate of average originating passengers per flight in each year was used and divided by the 2.0-2.4 passenger/car ratio to estimate daily directional trips. This results in 255 to 433 directional vehicle trips for a typical day in Years 1 and 5 respectively. E. Terminal Capacity Estimates As noted in Section B, terminal facilities are sized to accommodate a design hour level of activity. Most people, however, want to know the capacity of a terminal, typically in terms of annual passengers. The conversion from design hour volumes to annual passengers requires a number of assumptions including the number of times gates are used during an average day; and load factors (annual and/or peak hour). Two approaches are outlined in Table 1. Maximum Capacity - This is based on the capacity of the terminal s gates and a range of departures per gate. For PAE, the gates have a design capacity of one 75 seat regional aircraft plus one 150 seat mainline aircraft for a total of 225 seats. A typical spoke (non-hubbing) airport will average 4-6 departures per gate per day. So PAE could have a daily capacity of 900-1,350 departing seats per day if both gates were used for the largest aircraft they are sized for. A high average daily load factor would be for PAE to generate originating passengers at the airlines system-wide load factors. An average of Horizon and Allegiant s system load factors is approximately 81%. Thus, a load factor range of 80-85% would be very generous. No airport operates at the same level of activity every day of the year. As noted in Section A, 350 day year is typically used to account for cancelled flights and reduced weekend schedules. This results in a capacity of approximately 720-1,150 daily enplanements, and an annual capacity range of 252,000 to 401,600 enplanements. 3 A - 9

Daily directional trips would be based on an average of the Horizon and Allegiant long term vehicle occupancy factors since equal operations are assumed. This would result in approximately 370-590 daily directional trips based on an average occupancy of 2.0 passengers/car. Realistic Capacity - A more realistic capacity considers the mix of aircraft which might actually serve the airport. For PAE, a combination of 10 daily regional departures and 2 mainline departures would be realistic giving a total of 6 departures per gate, and reflecting the proposed airlines anticipated service. This results in 1,050 daily departing seats. For an average load factor, a weighted average of the system-wide load factors was used for the 12 departures. This is approximately 76%. As before, a range using this as a base (75-80%) would provide a generous estimate of approximately 790-840 daily enplanements. Applying the 350 day annualization factor results in an annual capacity of 275,000-294,000 enplanements. Daily directional trips would be based on a weighted average of the Horizon and Allegiant long term vehicle occupancy factors since most operations are assumed to be by Horizon. This would result in approximately 480-510 daily directional trips based on an average occupancy of 1.7 passengers/car. 4 A - 10

Snohomish County Airport, Paine Field Table 1 Estimates of Terminal Capacity and Expected Passenger Activity Revised A. Airline Furnished Forecasts: Year 1 Year 3 Year 5 Horizon Daily Departures 6 8 10 Average Originating Passengers (daily) 280 380 480 Aircraft size (seats) 76 76 76 Average Boarding Load Factor 61% 63% 63% Allegiant Weekly Departures 2 6 10 Average Originating Passengers (weekly) 270 810 1,350 Aircraft size (seats) 150 150 150 Average Boarding Load Factor 90% 90% 90% Combined Forecasts: Horizon Assume 350 days (based on some reduction in weekend service) 98,000 133,000 168,000 Allegiant Assume full 52 week schedule 14,000 42,100 70,200 Airport Total Annual Enplanements: 112,000 175,100 238,200 B. Peak Hour Forecasts: Year 1 Year 3 Year 5 Peak hour includes 1 arrival and 1 departure by each airline Horizon - seats 76 76 76 Allegiant - seats 150 150 150 Total seats 226 226 226 Peak Hr Boarding Load Factor 90% 90% 90% Peak Hour Enplaning Passengers 205 205 205 Peak Hour Deplaning Passengers 205 205 205 C. Likely Peak Hour Traffic Impacts Year 1 Year 3 Year 5 Assumes - Each aircraft turns within an hour All enplaning passengers arrive at the terminal within an hour before departure (compressed arrival time distribution) All deplaning passengers depart the terminal within an hour after arrival Enplaning and deplaning traffic occur in separate hours Estimated average vehicle occupancies (passengers/car) Horizon 1.5 1.5 1.5 Allegiant 2.0 2.4 2.4 Estimated peak hour directional trips Horizon 46 46 46 Allegiant 68 56 56 Total 114 102 102 directional trips Hirsh Associates 04/18/2009 Table 1 - Page 1 FORECAST.WK4 A - 11

Snohomish County Airport, Paine Field Table 1 Estimates of Terminal Capacity and Expected Passenger Activity Revised D. Typical Daily Traffic Impacts Year 1 Year 3 Year 5 Assumes - Horizon daily forecast @ avg originating loads 280 380 480 enplaned = daily trips 187 253 320 directional trips Allegiant: 1/day years 1 & 3; 2/day year 5 @ avg originating loads 135 135 270 enplaned = daily trips 68 56 113 directional trips Total average daily trips 255 309 433 directional trips E. Terminal Capacity Estimates Low High Maximum Capacity (directional) - Peak Hour capacity based on gates: 1 @ 75 seats + 1 @ 150 seats 225 seats 4-6 departures/gate/day 900 1,350 daily departing seats Average daily load factor 80-85% (high range) 720 1,148 daily enplanements 350 day year - range 252,000 401,600 annual enplanements Average daily trips: Weighted average passengers/car 2.0 Average daily trips 369 588 directional trips Realistic Capacity (directional) - Daily departures by regional aircraft (75 seats) 10 Daily departures by mainline aircraft (150 seats) 2 = daily departing seats 1,050 daily departing seats Average daily load factor 75-80% (high range) 788 840 daily enplanements 350 day year - range 275,600 294,000 annual enplanements Average daily trips: Weighted average passengers/car 1.7 Average daily trips 477 509 directional trips Hirsh Associates 04/18/2009 Table 1 - Page 2 FORECAST.WK4 A - 12

BELLINGHAM INTERNATIONAL AIRPORT Collected by Traffic Data Gathering on Thursday, July 16, 2009 Time Ending Vehicle Occ. - 1 Vehicle Occ. - 2 Vehicle Occ. - 3 Vehicle Occ. - 4 Vehicle Occ. - 5 Vehicle Occ. - 6 Arr. Dep. Total Occ. Arr. Dep. Total Occ. Arr. Dep. Total Occ. Arr. Dep. Tota Occ. l Arr. Dep. Total Occ. Arr. Dep. Total Occ. Vehicle Occ. - 7 Arr. Dep. 2:45 PM 0 5 5 0 4 8 0 1 3 0 0 0 0 0 0 0 1 6 0 0 0 3:00 PM 4 9 13 0 7 14 0 1 3 0 3 12 0 0 0 0 0 0 0 1 7 3:15 PM 15 5 20 4 3 14 1 4 15 2 0 8 2 2 20 0 0 0 0 1 7 3:30 PM 14 6 20 19 4 46 8 1 27 3 3 24 0 0 0 0 0 0 0 0 0 3:45 PM 6 3 9 2 3 10 1 7 24 1 1 8 0 2 10 0 0 0 0 0 0 4:00 PM 7 0 7 3 1 8 0 4 12 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 2 9 11 0 1 2 1 5 18 0 5 20 0 0 0 0 0 0 0 0 0 4:30 PM 2 0 2 1 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 Total 50 37 87 29 23 104 12 23 105 6 12 72 2 4 30 0 1 6 0 2 14 Total Occ. Total Number of Vehicles: 201 Total Number of Occupants: 418 Vehicle Occupancy Rate: 2.08 NOTES: The arrivals and departures include busses. The busses and the their occupancy numbers are: 1 Arrival between 3:15 PM and 3:30 PM with 1 passenger 1 Departure between 3:30 PM and 3:45 PM with 3 passengers 1 Departure between 3:45 PM and 4:00 PM with 3 passengers A - 13

VEHICLE OCCUPANCY SUMMARY LOCATION: Bellingham Internatinal Airport DATE OF COUNT: Thu. 7/16/09 COUNTED BY: CN/JH/SN/RN Bellingham, WA TIME OF COUNT: 2:30-4:30 PM WEATHER: Sunny Arrivals Departures Time Interval Ending At Bus Occupan ancy Vehicle Occupancy Bus Occupan ancy Vehicle Occupancy 1 2 3 4 5 6 7 1 2 3 4 5 6 7 02:45 PM 0 0 0 0 0 0 0 0 0 5 4 1 0 0 1 0 03:00 PM 0 4 0 0 0 0 0 0 0 9 7 1 3 0 0 1 03:15 PM 0 15 4 1 2 0 0 0 0 5 3 4 0 2 0 1 03:30 PM 1 13 19 8 3 2 0 0 0 6 4 1 3 0 0 0 03:45 PM 0 6 2 1 1 0 0 0 3 3 3 4 1 2 0 0 04:00 PM 0 7 3 0 0 0 0 0 3 0 1 1 0 0 0 0 04:15 PM 0 2 0 1 0 0 0 0 0 9 1 5 5 0 0 0 04:30 PM 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 49 29 12 6 2 0 0 6 37 23 17 12 4 1 2 C:\TDG\TDG2009\09_138\Bellingham International Airport Veh Occupancy PM A - 14

AM Peak-Hour Counts B

SNOHOMISH COUNTY TRAFFIC OPERATIONS 3000 Rockefeller Ave Everett, WA 98201 LOCATION: AIRPORT RD @ SR 99 Site: 91615@2.410 REQUESTOR: FORECAST Date: 5/24/2011 Tuesday Intersection Peak Hour Disclaimer: The Traffic Operations Unit of Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for any particular purpose, either express or implied. No representation or warranty is made concerning the accuracy, currency, completeness or quality of data depicted. Any user of this data assumes all responsibility for use thereof, and further agrees to hold Snohomish County harmless from and against any damage, loss or liability arising from any use of this data. This information is exempt from discovery and inadmissible in evidence in any action for damages against the County Location AIRPORT RD at SR 99 Weather CLEAR Counted By RP / MCP File Number 0524111821aA672K266 Prepared By BB North East South West Total 2051 1133 2478 1320 Est. ADT 20510 11330 24780 13200 AUTOS 1199 644 948 498 95.8 % 93.2 % 94.2 % 91.7 % LT TRKS 15 23 34 11 1.2 % 3.3 % 3.4 % 2.0 % HVY TRKS 19 8 8 15 1.5 % 1.2 % 0.8 % 2.8 % BUSES 18 16 16 19 1.4 % 2.3 % 1.6 % 3.5 % North Factor 0.95 1251 72 1040 139 SR 99 800 AIRPORT RD 4 6 777 4 Peak Start 7:15 AM 0 78 393 Factor 0.90 691 117 Volume 3491 220 543 214 Factor 0.92 Factor 0.83 212 0 7 442 3 1 1472 312 605 89 1006 Factor 0.84 Report Date: 6/1/2011 2:03 PM B - 1

TURNING MOVEMENTS DIAGRAM 7:00-9:00 AM : 7:00 AM TO 8:00 AM Peds = 1 161 47 94 27 40 Admiralty Way Airport Road 13 Airport Road 887 737 796 46 11 402 348 434 43 56 23 46 HV PHF INTERSECTION SB 3% 0.84 VOLUME 116 125 NB 6% 0.82 Admiralty Way Peds = 0 Peds = 1 IN 1,484 WB 6% 0.90 OUT 1,484 Peds = 1 EB 8% 0.90 INTRS. 6% 0.93 Admiralty Way @ Airport Road HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: RH DATE OF COUNT: Wed. 6/6/12 REDUCED BY: CN TIME OF COUNT: 7:00-9:00 AM DATE: Wed. 6/6/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET Admiralty Way @ Airport Road Wed. 6/6/12 LOCATION: DATE OF COUNT: COUNTED BY: RH Snohomish County, WA 7:00-9:00 AM TIME OF COUNT: WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL INTERVAL Admiralty Way Admiralty Way Airport Road Airport Road ENDING TOTALS AT Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 0 7 9 27 0 0 14 7 12 1 16 13 208 0 0 0 1 85 15 398 07:30 AM 0 3 16 8 15 1 1 13 0 10 0 8 12 180 6 0 16 1 95 8 364 07:45 AM 0 1 7 2 22 0 2 15 7 16 0 12 13 187 5 0 8 2 75 8 359 08:00 AM 1 1 10 8 30 0 5 14 9 8 0 8 8 162 2 0 8 7 93 12 363 08:15 AM 0 1 12 6 17 0 1 16 8 16 0 12 15 160 5 0 6 6 81 9 351 08:30 AM 0 2 8 9 22 1 2 14 5 18 0 16 13 140 6 1 12 6 92 16 349 08:45 AM 0 8 17 10 18 0 2 13 3 14 0 18 18 168 7 0 13 3 110 16 397 09:00 AM 0 0 14 11 7 0 2 10 5 13 0 20 11 152 6 1 10 2 120 13 364 TOTALS 1 5 40 27 94 1 8 56 23 46 1 44 46 737 13 0 32 11 348 43 INTERSECTION ALL MOVEMENTS 161 125 796 402 1484 % HV 3% 6% 6% 8% 6% FACTOR 0.84 0.82 0.90 0.90 0.93 PHF = Peak Hour Factor 7:00-9:00 AM : 7:00 AM TO 8:00 AM REDUCED BY: CN DATE OF REDUCTION: 6/6/2012 B - 2

SNOHOMISH COUNTY TRAFFIC OPERATIONS 3000 Rockefeller Ave Everett, WA 98201 LOCATION: 128 ST SW / AIRPORT RD Site: 91616@0.650 REQUESTOR: E GIBSON RD Date: 5/19/2011 Thursday Intersection Peak Hour Disclaimer: The Traffic Operations Unit of Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for any particular purpose, either express or implied. No representation or warranty is made concerning the accuracy, currency, completeness or quality of data depicted. Any user of this data assumes all responsibility for use thereof, and further agrees to hold Snohomish County harmless from and against any damage, loss or liability arising from any use of this data. This information is exempt from discovery and inadmissible in evidence in any action for damages against the County Location 128 ST SW / AIRPORT RD at E GIBSON RD Weather SUN Counted By MCP File Number 05191119aA588K268 Prepared By BB North East South West Total 177 1264 188 1287 Est. ADT 1770 12640 1880 12870 AUTOS 120 675 90 489 94.5 % 95.1 % 96.8 % 92.6 % LT TRKS 0 11 1 12-1.5 % 1.1 % 2.3 % HVY TRKS 0 11 1 13-1.5 % 1.1 % 2.5 % BUSES 7 13 1 14 5.5 % 1.8 % 1.1 % 2.7 % North Factor 0.84 E GIBSON RD 127 65 22 40 50 AIRPORT RD 0 2 128 ST SW 759 1 Peak Start 7:00 AM 2 16 656 Factor 0.98 710 19 Volume 1458 38 528 474 Factor 0.95 Factor 0.91 35 4 1 554 2 2 95 38 15 40 93 Factor 0.77 Report Date: 6/1/2011 11:02 AM B - 3

TURNING MOVEMENTS DIAGRAM 7:00-9:00 AM : 7:15 AM TO 8:15 AM Peds = 0 131 126 35 57 39 8th Avenue W 128th Street SW 65 128th Street SW 767 682 811 64 19 438 388 482 31 50 42 55 HV PHF INTERSECTION SB 3% 0.70 VOLUME 152 147 NB 1% 0.84 8th Avenue W Peds = 7 Peds = 6 IN 1,527 WB 5% 0.79 OUT 1,527 Peds = 5 EB 8% 0.86 INTRS. 5% 0.90 128th Street SW @ 8th Avenue W HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: SN DATE OF COUNT: Thu. 6/7/12 REDUCED BY: CN TIME OF COUNT: 7:00-9:00 AM DATE: Fri. 6/8/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET 128th Street SW @ 8th Avenue W Thu. 6/7/12 LOCATION: DATE OF COUNT: COUNTED BY: SN Snohomish County, WA 7:00-9:00 AM TIME OF COUNT: WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL INTERVAL 8th Avenue W 8th Avenue W 128th Street SW 128th Street SW ENDING TOTALS AT Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 0 1 13 10 2 0 0 0 2 3 2 5 3 149 7 1 5 13 83 1 286 07:30 AM 0 2 13 8 12 0 0 13 6 13 3 7 6 167 3 0 8 2 99 5 347 07:45 AM 0 0 8 12 8 2 1 8 10 14 1 16 21 220 17 0 6 6 95 7 426 08:00 AM 0 0 8 8 7 3 0 16 9 14 1 9 23 170 25 5 10 3 114 10 407 08:15 AM 0 2 10 29 8 0 1 13 17 14 1 6 14 125 20 2 10 8 80 9 347 08:30 AM 1 6 8 8 15 0 2 7 1 10 0 12 14 156 10 5 5 7 82 5 323 08:45 AM 0 2 9 2 10 0 2 7 17 14 0 18 14 145 9 0 6 9 128 10 374 09:00 AM 3 1 12 8 4 0 1 3 7 12 0 9 15 142 9 1 8 2 145 8 367 TOTALS 0 4 39 57 35 5 2 50 42 55 6 38 64 682 65 7 34 19 388 31 INTERSECTION ALL MOVEMENTS 131 147 811 438 1527 % HV 3% 1% 5% 8% 5% FACTOR 0.70 0.84 0.79 0.86 0.90 PHF = Peak Hour Factor 7:00-9:00 AM : 7:15 AM TO 8:15 AM REDUCED BY: CN DATE OF REDUCTION: 6/8/2012 B - 4

TURNING MOVEMENTS DIAGRAM 7:00-9:00 AM : 7:45 AM TO 8:45 AM Peds = 12 23 28 5th Place W 3 3 17 128th Street SW 10 128th Street SW 792 747 840 83 13 599 540 628 46 42 5 71 HV PHF INTERSECTION SB 13% 0.72 VOLUME 132 118 NB 3% 0.58 5th Place W Peds = 5 Peds = 2 IN 1,580 WB 7% 0.91 OUT 1,580 Peds = 2 EB 8% 0.95 INTRS. 7% 0.95 128th Street SW @ 5th Place W HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: RH DATE OF COUNT: Tue. 6/5/12 REDUCED BY: CN TIME OF COUNT: 7:00-9:00 AM DATE: Tue. 6/5/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET 128th Street SW @ 5th Place W Tue. 6/5/12 LOCATION: DATE OF COUNT: COUNTED BY: RH Snohomish County, WA 7:00-9:00 AM TIME OF COUNT: WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL INTERVAL 5th Place W 5th Place W 128th Street SW 128th Street SW ENDING TOTALS AT Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 1 0 3 0 2 0 0 14 0 8 0 10 15 187 3 3 10 0 121 9 362 07:30 AM 1 0 2 0 0 0 0 6 0 12 0 8 17 159 2 1 8 3 113 14 328 07:45 AM 0 1 3 0 0 3 0 8 0 25 1 8 20 166 1 0 16 0 134 17 374 08:00 AM 7 0 2 1 0 1 0 7 0 9 1 12 23 203 5 1 12 1 125 10 386 08:15 AM 2 0 3 1 2 0 1 13 1 12 0 12 20 162 0 2 12 1 141 8 364 08:30 AM 1 1 7 0 1 0 0 6 1 18 0 15 15 203 5 0 7 6 137 15 414 08:45 AM 2 2 5 1 0 1 3 16 3 32 1 20 25 179 0 2 14 5 137 13 416 09:00 AM 3 0 9 0 3 1 0 9 1 16 0 16 19 166 7 5 10 2 127 27 386 TOTALS 12 3 17 3 3 2 4 42 5 71 2 59 83 747 10 5 45 13 540 46 INTERSECTION ALL MOVEMENTS 23 118 840 599 1580 % HV 13% 3% 7% 8% 7% FACTOR 0.72 0.58 0.91 0.95 0.95 PHF = Peak Hour Factor 7:00-9:00 AM : 7:45 AM TO 8:45 AM REDUCED BY: CN DATE OF REDUCTION: 6/5/2012 B - 5

TURNING MOVEMENTS DIAGRAM 7:00-9:00 AM : 7:00 AM TO 8:00 AM Peds = 5 750 570 61 249 440 4th Avenue W 128th Street SW 398 128th Street SW 837 765 1,549 386 55 535 439 1,068 41 11 117 189 HV PHF INTERSECTION SB 4% 0.92 VOLUME 676 317 NB 9% 0.85 4th Avenue W Peds = 13 Peds = 14 IN 3,151 WB 5% 0.88 OUT 3,151 Peds = 4 EB 9% 0.78 INTRS. 6% 0.95 128th Street SW @ 4th Avenue W HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: CN/SN DATE OF COUNT: Tue. 6/5/12 REDUCED BY: CN TIME OF COUNT: 7:00-9:00 AM DATE: Tue. 6/5/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET 128th Street SW @ 4th Avenue W Tue. 6/5/12 LOCATION: DATE OF COUNT: COUNTED BY: CN/SN Snohomish County, WA 7:00-9:00 AM TIME OF COUNT: WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL INTERVAL 4th Avenue W 4th Avenue W 128th Street SW 128th Street SW ENDING TOTALS AT Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 1 7 115 70 19 1 7 0 46 47 4 15 77 178 119 2 8 16 112 9 808 07:30 AM 0 2 112 49 16 1 8 3 29 41 1 14 94 171 81 4 11 12 93 9 710 07:45 AM 2 9 107 50 13 0 7 5 17 48 6 20 102 197 91 1 18 14 150 8 802 08:00 AM 2 14 106 80 13 2 5 3 25 53 3 22 113 219 107 6 9 13 84 15 831 08:15 AM 0 3 111 43 18 0 11 3 27 53 0 25 95 194 83 2 16 13 154 6 800 08:30 AM 0 9 93 55 18 1 6 4 26 45 3 14 73 178 66 1 5 24 128 5 715 08:45 AM 0 6 125 27 23 1 13 9 24 63 2 18 74 181 87 1 14 14 148 12 787 09:00 AM 3 5 120 38 18 1 8 4 26 45 5 16 71 147 76 0 8 6 123 5 679 TOTALS 5 32 440 249 61 4 27 11 117 189 14 71 386 765 398 13 46 55 439 41 INTERSECTION ALL MOVEMENTS 750 317 1549 535 3151 % HV 4% 9% 5% 9% 6% FACTOR 0.92 0.85 0.88 0.78 0.95 PHF = Peak Hour Factor 7:00-9:00 AM : 7:00 AM TO 8:00 AM REDUCED BY: CN DATE OF REDUCTION: 6/5/2012 B - 6

TURNING MOVEMENTS DIAGRAM 7:00-9:00 AM : 7:45 AM TO 8:45 AM Peds = 3 859 0 476 0 383 I-5 SB Off-Ramp 128th Street SW 0 128th Street SW 1,712 1236 1,954 718 0 1,238 723 1,106 515 0 0 0 HV PHF INTERSECTION SB 5% 0.73 VOLUME 1,233 0 NB #N/A #N/A IN 4,051 WB 4% 0.95 I-5 SB On-Ramp Peds = 1 Peds = 0 OUT 4,051 Peds = 0 EB 7% 0.93 INTRS. 5% 0.96 128th Street SW @ I-5 SB Ramps HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: JH DATE OF COUNT: Tue. 6/5/12 REDUCED BY: CN TIME OF COUNT: 7:00-9:00 AM DATE: Tue. 6/5/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET 128th Street SW @ I-5 SB Ramps Tue. 6/5/12 LOCATION: DATE OF COUNT: COUNTED BY: JH Snohomish County, WA 7:00-9:00 AM TIME OF COUNT: WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL INTERVAL I-5 SB Off-Ramp I-5 SB On-Ramp 128th Street SW 128th Street SW ENDING TOTALS AT Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right Peds HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 1 9 84 0 92 0 0 0 0 0 0 18 174 317 0 0 21 0 157 133 957 07:30 AM 0 7 100 0 102 0 0 0 0 0 0 16 183 252 0 0 12 0 166 136 939 07:45 AM 0 7 117 0 104 0 0 0 0 0 0 15 195 273 0 0 23 0 175 130 994 08:00 AM 2 13 111 0 185 0 0 0 0 0 0 24 144 332 0 0 21 0 164 120 1056 08:15 AM 0 12 76 0 108 0 0 0 0 0 0 21 196 308 0 0 27 0 170 130 988 08:30 AM 0 11 96 0 81 0 0 0 0 0 0 17 220 293 0 1 20 0 184 137 1011 08:45 AM 1 8 100 0 102 0 0 0 0 0 0 23 158 303 0 0 21 0 205 128 996 09:00 AM 0 13 122 0 97 0 0 0 0 0 0 16 131 260 0 0 18 0 200 109 919 TOTALS 3 44 383 0 476 0 0 0 0 0 0 85 718 1236 0 1 89 0 723 515 INTERSECTION ALL MOVEMENTS 859 0 1954 1238 4051 % HV 5% #N/A 4% 7% 5% FACTOR 0.73 #N/A 0.95 0.93 0.96 PHF = Peak Hour Factor 7:00-9:00 AM : 7:45 AM TO 8:45 AM REDUCED BY: CN DATE OF REDUCTION: 6/5/2012 B - 7

TURNING MOVEMENTS DIAGRAM 7-9 AM : 7:00 AM TO 8:00 AM 1,747 500 1,247 Airport Road 92 405 3 106th Street SW 2 106th Street SW 104 0 10 8 46 57 0 16 11 12 1199 13 HV PHF INTERSECTION SB 12% 0.96 VOLUME 424 1,224 NB 3% 0.89 Airport Road 161 26 IN 1,791 WB 0% 0.63 OUT 1,791 1,648 EB 37% 0.89 INTRS. 7% 0.95 Airport Road @ 106th Street SW HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: CN DATE OF COUNT: Thu. 5/24/12 REDUCED BY: CN TIME OF COUNT: 7-9 AM DATE: Fri. 5/25/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET LOCATION: Airport Road @ 106th Street SW DATE OF COUNT: Thu. 5/24/12 COUNTED BY: CN Snohomish County, WA TIME OF COUNT: 7-9 AM WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL Airport Road Airport Road 106th Street SW 106th Street SW INTERVAL ENDING TOTALS AT HV Left Thru Right HV Left Thru Right HV Left Thru Right HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 11 1 90 24 13 2 337 3 0 3 0 0 6 11 0 2 473 07:30 AM 18 0 111 19 3 0 298 5 0 1 0 1 3 14 0 2 451 07:45 AM 13 1 100 24 15 5 263 1 0 1 0 0 5 12 0 2 409 08:00 AM 18 1 104 25 10 5 301 4 0 3 0 1 7 9 0 5 458 08:15 AM 20 1 118 25 9 0 236 6 0 3 0 0 7 15 0 6 410 08:30 AM 21 2 99 30 7 4 182 2 0 6 0 3 4 9 0 0 337 08:45 AM 14 1 126 20 22 3 178 4 2 8 0 0 15 18 0 10 368 09:00 AM 22 0 126 17 29 2 210 0 0 2 0 0 6 14 1 2 374 TOTALS 60 3 405 92 41 12 1199 13 0 8 0 2 21 46 0 11 INTERSECTION ALL MOVEMENTS 500 1224 10 57 1791 % HV 12% 3% 0% 37% 7% FACTOR 0.96 0.89 0.63 0.89 0.95 HV = Heavy Vehicles PHF = Peak Hour Factor 7-9 AM : 7:00 AM TO 8:00 AM REDUCED BY: CN DATE OF REDUCTION: 5/25/2012 B - 8

TURNING MOVEMENTS DIAGRAM 7-9 AM : 7:00 AM TO 8:00 AM 1,684 512 1,172 10 415 87 100th Street SW 152 112 24 260 84 7 143 675 Airport Road 100th Street SW 31 3 415 21 78 1013 325 HV PHF INTERSECTION SB 11% 0.94 VOLUME 520 1,416 NB 3% 0.95 Airport Road IN 2,219 WB 7% 0.76 OUT 2,219 1,936 EB 3% 0.70 INTRS. 6% 0.99 Airport Road @ 100th Street SW HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: JH DATE OF COUNT: Wed. 5/23/12 REDUCED BY: CN TIME OF COUNT: 7-9 AM DATE: Wed. 5/23/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET LOCATION: Airport Road @ 100th Street SW DATE OF COUNT: Wed. 5/23/12 COUNTED BY: JH Snohomish County, WA TIME OF COUNT: 7-9 AM WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL Airport Road Airport Road 100th Street SW 100th Street SW INTERVAL ENDING TOTALS AT HV Left Thru Right HV Left Thru Right HV Left Thru Right HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 10 13 105 0 12 13 278 80 3 21 5 38 0 0 2 3 558 07:30 AM 16 27 108 1 5 20 256 87 2 15 5 32 1 2 0 3 556 07:45 AM 17 25 105 3 16 13 245 94 6 24 4 31 0 1 0 10 555 08:00 AM 15 22 97 6 14 32 234 64 8 24 10 51 0 4 1 5 550 08:15 AM 12 15 118 14 14 13 216 63 5 17 6 46 1 1 1 8 518 08:30 AM 21 32 136 10 20 10 188 42 10 25 5 35 0 0 1 6 490 08:45 AM 15 29 149 10 30 24 187 46 7 25 9 42 1 2 0 7 530 09:00 AM 15 28 123 8 43 24 179 48 6 15 1 25 2 1 0 6 458 TOTALS 58 87 415 10 47 78 1013 325 19 84 24 152 1 7 3 21 INTERSECTION ALL MOVEMENTS 512 1416 260 31 2219 % HV 11% 3% 7% 3% 6% FACTOR 0.94 0.95 0.76 0.70 0.99 HV = Heavy Vehicles PHF = Peak Hour Factor 7-9 AM : 7:00 AM TO 8:00 AM REDUCED BY: CN DATE OF REDUCTION: 5/23/2012 B - 9

TURNING MOVEMENTS DIAGRAM 7-9 AM : 7:00 AM TO 8:00 AM 1,654 700 954 14 536 150 94th Street SW 36 30 5 52 11 1 40 280 Airport Road 94th Street SW 10 4 228 5 11 917 74 HV PHF INTERSECTION SB 9% 0.90 VOLUME 552 1,002 NB 5% 0.93 Airport Road IN 1,764 WB 27% 0.62 OUT 1,764 1,554 EB 50% 0.63 INTRS. 8% 0.94 Airport Road @ 94th Street SW HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: RH DATE OF COUNT: Thu. 5/24/12 REDUCED BY: CN TIME OF COUNT: 7-9 AM DATE: Fri. 6/8/12 WEATHER: Overcast INTERSECTION TURNING MOVEMENTS REDUCTION SHEET LOCATION: Airport Road @ 94th Street SW DATE OF COUNT: Thu. 5/24/12 COUNTED BY: RH Snohomish County, WA TIME OF COUNT: 7-9 AM WEATHER: Overcast TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL Airport Road Airport Road 94th Street SW 94th Street SW INTERVAL ENDING TOTALS AT HV Left Thru Right HV Left Thru Right HV Left Thru Right HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 10 36 112 2 15 2 245 22 5 2 1 9 1 0 1 0 432 07:30 AM 20 39 141 3 8 6 223 17 2 0 1 6 2 0 1 3 440 07:45 AM 16 39 132 1 16 1 210 17 5 7 2 12 1 0 1 0 422 08:00 AM 18 36 151 8 16 2 239 18 2 2 1 9 1 1 1 2 470 08:15 AM 21 31 150 2 12 3 186 20 2 5 1 6 1 2 1 0 407 08:30 AM 17 23 147 0 15 1 149 2 2 5 0 7 2 1 1 2 338 08:45 AM 21 13 138 1 24 3 150 7 6 3 1 12 0 1 1 0 330 09:00 AM 18 21 128 4 45 3 180 7 2 6 0 10 1 0 1 3 363 TOTALS 64 150 536 14 55 11 917 74 14 11 5 36 5 1 4 5 INTERSECTION ALL MOVEMENTS 700 1002 52 10 1764 % HV 9% 5% 27% 50% 8% FACTOR 0.90 0.93 0.62 0.63 0.94 HV = Heavy Vehicles PHF = Peak Hour Factor 7-9 AM : 7:00 AM TO 8:00 AM REDUCED BY: CN DATE OF REDUCTION: 6/8/2012 B - 10

TURNING MOVEMENTS DIAGRAM 7-9 AM : 7:30 AM TO 8:30 AM 1,602 744 858 88 589 67 Kasch Park Road 56 210 8 91 27 34 296 228 Airport Road Kasch Park Road 86 8 137 44 114 768 62 HV PHF INTERSECTION SB 9% 0.83 VOLUME 660 944 NB 9% 0.86 Airport Road IN 1,865 WB 34% 0.91 OUT 1,865 1,604 EB 9% 0.83 INTRS. 10% 0.93 Airport Road @ Kasch Park Road HV = Heavy Vehicles PHF = Peak Hour Factor Snohomish County, WA COUNTED BY: RH DATE OF COUNT: Wed. 5/23/12 REDUCED BY: CN TIME OF COUNT: 7-9 AM DATE: Wed. 5/23/12 WEATHER: Rainy INTERSECTION TURNING MOVEMENTS REDUCTION SHEET LOCATION: Airport Road @ Kasch Park Road DATE OF COUNT: Wed. 5/23/12 COUNTED BY: RH Snohomish County, WA TIME OF COUNT: 7-9 AM WEATHER: Rainy TIME FROM NORTH ON FROM SOUTH ON FROM EAST ON FROM WEST ON INTERVAL Airport Road Airport Road Kasch Park Road Kasch Park Road INTERVAL ENDING TOTALS AT HV Left Thru Right HV Left Thru Right HV Left Thru Right HV Left Thru Right 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 AM 17 13 122 32 7 58 203 7 8 7 0 3 5 13 0 8 466 07:30 AM 10 14 133 20 10 42 197 5 8 9 0 2 2 1 3 18 444 07:45 AM 16 17 132 29 24 28 194 16 10 7 2 16 3 8 0 14 463 08:00 AM 15 12 129 21 18 29 198 16 10 10 0 15 0 9 2 6 447 08:15 AM 13 17 149 15 16 29 226 18 9 2 1 16 3 5 5 16 499 08:30 AM 25 21 179 23 24 28 150 12 2 8 5 9 2 12 1 8 456 08:45 AM 13 18 145 10 25 25 149 17 2 5 0 6 0 2 1 14 392 09:00 AM 26 18 145 13 51 22 146 39 1 12 3 12 1 12 2 13 437 TOTALS 69 67 589 88 82 114 768 62 31 27 8 56 8 34 8 44 INTERSECTION ALL MOVEMENTS 744 944 91 86 1865 % HV 9% 9% 34% 9% 10% FACTOR 0.83 0.86 0.91 0.83 0.93 HV = Heavy Vehicles PHF = Peak Hour Factor 7-9 AM : 7:30 AM TO 8:30 AM REDUCED BY: CN DATE OF REDUCTION: 5/23/2012 B - 11