Gibson Traffic Consultants 2802 Wetmore Avenue Suite 220 Everett, WA 98201 425.339.8266 NEWCASTLE MIDDLE SCHOOL Traffic Impact Analysis Prepared for: Renton School District Jurisdiction: City of Newcastle January 2014 GTC #13-055
Newcastle Middle School Traffic Impact Analysis TABLE OF CONTENTS 1. INTRODUCTION... 1 2. PROPOSED SITE DEVELOPMENT & ACCESS... 1 3. METHODOLOGY & ANALYSIS SCOPING... 3 4. EXISTING CONDITIONS... 5 4.1 Transit Service... 5 4.2 Roadway Network... 5 4.3 Existing Volumes and Level of Service... 5 5. FUTURE CONDITIONS... 10 5.1 Trip Generation... 10 5.2 Trip Distribution... 10 5.3 2016 Baseline Volumes and Level of Service... 14 5.4 2016 Future with Project Volumes and Level of Service... 14 5.5 2023 Baseline Volumes and Level of Service... 14 5.6 2023 Future with Project Volumes and Level of Service... 15 5.7 2016 Opening Year Parking Demand/Supply... 29 5.8 Pedestrian Improvements... 29 6. TRAFFIC MITIGATION... 30 6.1 On-Site/Access Improvements... 30 6.2 Off-Site Mitigation/Improvements... 31 7. CONCLUSIONS... 32 LIST OF FIGURES Figure 1: Site Vicinity Map... 2 Figure 2: Existing AM Peak-Hour Turning Movements... 7 Figure 3: Existing School PM Peak-Hour Turning Movements... 8 Figure 4: Existing PM Peak-Hour Turning Movements... 9 Figure 5: Trip Distribution AM Peak-Hour... 11 Figure 6: Trip Distribution School PM Peak-Hour... 12 Figure 7: Trip Distribution PM Peak-Hour... 13 Figure 8: 2016 Baseline Traffic Volumes AM Peak-Hour... 17 Figure 9: 2016 Baseline Traffic Volumes School PM Peak-Hour... 18 Figure 10: 2016 Baseline Traffic Volumes PM Peak-Hour... 19 Figure 11: 2016 Future With Traffic Volumes AM Peak-Hour... 20 Figure 12: 2016 Future With Traffic Volumes School PM Peak-Hour... 21 Figure 13: 2016 Future with Traffic Volumes PM Peak-Hour... 22 Figure 14: 2023 Baseline Traffic Volumes AM Peak-Hour... 23 Figure 15: 2023 Baseline Traffic Volumes School PM Peak-Hour... 24 Figure 16: 2023 Baseline Traffic Volumes PM Peak-Hour... 25 Figure 17: 2023 Future With Traffic Volumes AM Peak-Hour... 26 Figure 18: 2023 Future With Traffic Volumes School PM Peak-Hour... 27 Figure 19: 2023 Future with Traffic Volumes PM Peak-Hour... 28 Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 i
Newcastle Middle School Traffic Impact Analysis LIST OF TABLES Table 1: Level of Service Criteria for Intersections... 4 Table 2A: Existing Level of Service Summary AM Peak-Hour... 5 Table 2B: Existing Level of Service Summary School PM Peak-Hour... 6 Table 2C: Existing Level of Service Summary PM Peak-Hour... 6 Table 3: Middle School Trip Generation Summary... 10 Table 4A: Future Level of Service Summary AM Peak-Hour... 15 Table 4B: Future Level of Service Summary School PM Peak-Hour... 16 Table 4C: Future Level of Service Summary PM Peak-Hour... 16 ATTACHMENTS Trip Generation Calculations... A Count Data... B 2016 Turning Movement Calculations... C 2023 Turning Movement Calculations... D Existing AM Peak-Hour Level of Service Analysis... E Existing School PM Peak-Hour Level of Service Analysis... F Existing PM Peak-Hour Level of Service Analysis... G 2016 Baseline AM Peak-Hour Level of Service Analysis... H 2016 Baseline School PM Peak-Hour Level of Service Analysis... I 2016 Baseline PM Peak-Hour Level of Service Analysis... J 2016 Future With AM Peak-Hour Level of Service Analysis... K 2016 Future With School PM Peak-Hour Level of Service Analysis... L 2016 Future With PM Peak-Hour Level of Service Analysis... M 2023 Baseline AM Peak-Hour Level of Service Analysis... N 2023 Baseline School PM Peak-Hour Level of Service Analysis... O 2023 Baseline PM Peak-Hour Level of Service Analysis... P 2023 Future With AM Peak-Hour Level of Service Analysis... Q 2023 Future With School PM Peak-Hour Level of Service Analysis... R 2023 Future With PM Peak-Hour Level of Service Analysis... S Transit Data... T School Boundary... U Mitigation... V Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 ii
Newcastle Middle School Traffic Impact Analysis 1. INTRODUCTION Gibson Traffic Consultants, Inc. (GTC) has been retained to complete a traffic impact analysis (TIA) for the Newcastle Middle School. Renton School District (RSD) is proposing to reconstruct/replace Newcastle Middle School, which is located on the east side of 116 th Avenue SE south of SE 68 th Street/Newcastle Way in the City of Newcastle. A site vicinity map is included in Figure 1. The school will be a middle school serving grades 6 th to 8 th with school hours from 7:55 AM to 2:35 PM. The school is anticipated on having a maximum capacity of 850 students within approximately 110,000 Square Feet (SF) per information provided by Stewart Shusterman, Facilities Project Manager for Renton School District. It is anticipated that there would be upwards of 80 staff members. The anticipated district boundary extends from Lake Washington to Jericho Place NE and from SE 60 th Street to NE 4 th Street (see attachment U-1). Hazelwood Elementary School is located directly south of the proposed school site with the hours from 8:30 AM to 3:10 PM. From our observations this amount of stagger between the school times allows each school to operate independently with little to no combined interaction on the street system. The primary scoping and analysis methodology for the Newcastle Middle School is based on discussions with Kerry Sullivan, Assistant City Engineer with the City of Newcastle. This report summarizes GTC s traffic analysis and findings. 2. PROPOSED SITE DEVELOPMENT & ACCESS The Newcastle Middle School is being designed with a capacity of 850 students in 110,000 SF. The new site will provide a parent drop-off/pick-up loop (one access) off of 116 th Avenue SE, a bus loop with staff parking (one access) off of 116 th Avenue SE, and a one-way staff/delivery/drop-off/pick-up loop (two accesses) with access to Newcastle Way. The parking lots are proposed to have a total of 132 parking spaces. The two drop-off/pick-up areas would include room for approximately 49 vehicles before reaching the access. The bus loop will have enough room for up to 12 buses. The proposed school is scheduled for full facility build-out by the 2016/2017 school year. Therefore, 2016 has been used as the opening year in the analysis. Also, the City of Newcastle TIA Guidelines identifies a minimum forecast period of 10 years; therefore, analysis has also been conducted for 2023. The separate bus and parent site accesses help to maximize the safety of the site by separating traffic flows as much as possible. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 1
119TH AVE SE N #1 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE COAL CREEK PKWY SE #5 #2 NEWCASTLE WAY 133RD AVE SE RIPLEY LN SE SE 76TH ST SE 77TH PL SE 75TH PL 116TH AVE SE 125TH AVESE #4 #3 SE 74TH 122ND PL SE PL LAKE WASHINGTON BLVD N MONTEREY PL NE SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND # SCHOOL SITE STUDY INTERSECTION TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 1 SITE VICINITY MAP
Newcastle Middle School Traffic Impact Analysis 3. METHODOLOGY & ANALYSIS SCOPING Peak-hour level of service (LOS) is determined using the methodology described in the 2000 Highway Capacity Manual (HCM), TRB Special Report 209 and Synchro 7.0 software developed by Trafficware. Trip generation for the site is calculated using data contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9 th Edition (2012). The data was used to calculate the daily trip generation and PM peak-hour trip generation. However, the AM peak-hour and School PM peak-hour trip generation is based on local data collected at Tyee Middle School (located approximately 4 miles northeast of the proposed school) that shows trip generation rates higher than ITE. This has been used to determine a worst case traffic impact. Data at Tyee was collected when that project was conducted in November 2008. The accesses were counted from 7-9 AM and 2-4 PM to encompass the school hours from 8:30 AM to 3:18 PM. The existing accesses to Tyee Middle School for the 810 existing students had 261 inbound and 200 outbound trips during the critical AM peak hour (7:30 8:30 AM) and 151 inbound and 137 outbound trips during the afternoon school peak hour (3:00-4:00 PM). This was approved for use by the City of Bellevue in the January 2009 Traffic & Parking Study. GTC utilized a 3.0-percent annual compounding growth rate to account for background traffic growth in the site vicinity based on the City of Newcastle TIA Guidelines. Per the scoping discussions, GTC analyzed AM peak-hour, School PM peak-hour, and PM peak-hour level of service at four existing intersections: 1. 112 th Avenue SE at SE 64 th Street Two-Way Stop-Controlled 2. 116 th Avenue SE at Newcastle Way All-Way Stop-Controlled 3. 116 th Avenue SE at SE 76 th Street Two-Way Stop-Controlled 4. Coal Creek Pkwy at Newcastle Way Signalized Daily volumes and speed data was collected just east of the corner at the intersection of 112 th Avenue SE at Newcastle Way/SE 68 th Street. Also, an AM peak-hour count was collected at 112 th Avenue SE at Newcastle Way. Traffic congestion on roadways is generally measured in terms of LOS at critical intersections. In accordance with the 2000 Highway Capacity Manual, roadway facilities and intersections are rated between LOS A and F, with LOS A being free flow and LOS F being forced flow or overcapacity conditions. The LOS at signalized intersections and all-way stop-controlled intersections are based on the average stopped delay for all entering vehicles. The LOS at two-way stop-controlled intersections is based on stopped delay times for the critical approach or movement(s). Geometric characteristics and conflicting traffic movements are taken into consideration when determining LOS values. A summary of the level of service criteria has been included in Table 1. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 3
Newcastle Middle School Traffic Impact Analysis Table 1: Level of Service Criteria for Intersections Level of 1 Service Expected Delay Intersection Control Delay (Seconds per Vehicle) Unsignalized Intersections Signalized Intersections A Little/No Delay <10 <10 B Short Delays >10 and <15 >10 and <20 C Average Delays >15 and <25 >20 and <35 D Long Delays >25 and <35 >35 and <55 E Very Long Delays >35 and <50 >55 and <80 F Extreme Delays 2 >50 >80 The acceptable level of service at arterial to local access intersections within the City of Newcastle is level of service D and level of service E in the Community Business Center (CBC). Matt Palmer, responsible for the traffic analysis and report, is a licensed professional engineer (Civil) in the State of Washington and a current member of the Washington State section of ITE. 1 Source: Highway Capacity Manual 2000. LOS A: Free-flow traffic conditions, with minimal delay to stopped vehicles (no vehicle is delayed longer than one cycle at signalized intersection). LOS B: Generally stable traffic flow conditions. LOS C: Occasional back-ups may develop, but delay to vehicles is short term and still tolerable. LOS D: During short periods of the peak hour, delays to approaching vehicles may be substantial but are tolerable during times of less demand (i.e. vehicles delayed one cycle or less at signal). LOS E: Intersections operate at or near capacity, with long queues developing on all approaches and long delays. LOS F: Jammed conditions on all approaches with excessively long delays and vehicles unable to move at times. 2 When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion affecting other traffic movements in the intersection. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 4
Newcastle Middle School Traffic Impact Analysis 4. EXISTING CONDITIONS 4.1 Transit Service King County Metro Transit provides public transit service within King County. There are two Metro Transit routes, 114 and 240, which provide service in the vicinity of 132 nd Avenue SE and Newcastle Way. Route 114 connects Downtown Seattle to the Renton Highlands through Newcastle and runs every 30 minutes in the AM to Seattle and PM to Renton Highlands. Route 240 provides service from the Bellevue Transit Center to Renton with headways every 30 minutes throughout the entire day. 4.2 Roadway Network 116 th Avenue SE is a three-lane collector arterial with a posted speed limit of 30 mph with curb, gutter, and sidewalk on both sides of the roadway. Newcastle Way is a two-lane minor arterial with a posted speed limit of 30 mph. There are 8-9 foot shoulders currently along Newcastle Way along the school frontage. There are marked crosswalks crossing 116 th Avenue SE located at several intersections in the site vicinity. There is also a 20 mph School Zone along the school frontage of both roadways. 4.3 Existing Volumes and Level of Service Existing turning movement counts at all the study intersections were obtained by the independent count firm, All Traffic Data (ATD) on Tuesday April 16, 2013. The existing peakhour turning movement volumes are shown at the study intersections during the AM peak-hour (7-9 AM), School PM peak-hour (2-4 PM), and PM peak-hour (4-6 PM) in Figure 2, Figure 3, and Figure 4, respectively. Based on the existing counts, channelization and intersection control the existing level of service is summarized for the AM peak-hour in Table 2A, School PM peak-hour in Table 2B, and for the PM peak-hour in Table 2C. The existing level of service calculations are included in the attachments. Table 2A: Existing Level of Service Summary AM Peak-Hour 1. 2. 3. 4. 5. Intersections 112 th Avenue SE at SE 64 th Street 116 th Avenue SE at SE 68 th Street 116 th Avenue SE at SE 76 th Street Coal Creek Pkwy at Newcastle Way SE 112 th Avenue SE at SE 68 th Street Existing Conditions LOS E C B C B Delay 38.5 sec 22.9 sec 11.1 sec 29.0 sec 12.0 sec Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 5
Newcastle Middle School Traffic Impact Analysis Table 2B: Existing Level of Service Summary School PM Peak-Hour 1. 2. 3. 4. Intersections 112 th Avenue SE at SE 64 th Street 116 th Avenue SE at SE 68 th Street 116 th Avenue SE at SE 76 th Street Coal Creek Pkwy at Newcastle Way SE Existing Conditions LOS C B A C Delay 15.4 sec 10.8 sec 9.1 sec 30.2 sec Table 2C: Existing Level of Service Summary PM Peak-Hour 1. 2. 3. 4. Intersections 112 th Avenue SE at SE 64 th Street 116 th Avenue SE at SE 68 th Street 116 th Avenue SE at SE 76 th Street Coal Creek Pkwy at Newcastle Way SE Existing Conditions LOS C B A C Delay 16.2 sec 12.2 sec 9.9 sec 33.1 sec Under the Existing conditions the only intersection that will exceed the City of Newcastle LOS standards is the intersection of 112 th Avenue SE at SE 64 th Street. This intersection only exceeds the LOS standard during the AM peak-hour and only for the eastbound left-turn movement from Lake Washington Blvd turning to the north. The City had identified this intersection in the December 11, 2003 adopted Transportation Element as requiring improvement. The recommended project was to install a signal at the intersection. This project is also identified in the City of Newcastle Traffic Impact Fee Ordinance No. 2004-299 that the School is subject to. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 6
119TH AVE SE 81 64 6 29 16 2 167 37 10 63 414 14 N 2 84 494 1 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 1 20 9 5 52 41 3 1 60 347 173 100 68 63 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 29 221 26 136 212 38 116TH AVE SE 157 69 2 90 1 11 4 4 0 63 185 0 116 66 29 207 1,868 17 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX AM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 2 EXISTING TURNING MOVEMENT VOLUMES AM-PEAK-HOUR
119TH AVE SE 111 118 11 9 11 0 63 17 44 49 184 18 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 3 27 13 2 125 41 12 133 148 45 24 138 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 120 1,078 107 120 130 53 116TH AVE SE 112 110 7 107 0 25 5 2 1 33 68 1 135 115 110 124 479 20 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX SCHOOL PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 3 EXISTING TURNING MOVEMENT VOLUMES SCHOOL PM PEAK-HOUR
119TH AVE SE 184 170 16 14 13 0 81 29 67 50 102 4 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 2 56 19 1 160 61 21 140 175 29 26 171 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 110 1,493 81 94 195 75 116TH AVE SE 122 152 0 141 2 42 3 1 2 27 74 1 152 165 171 120 438 25 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 4 EXISTING TURNING MOVEMENT VOLUMES PM PEAK-HOUR
Newcastle Middle School Traffic Impact Analysis 5. FUTURE CONDITIONS 5.1 Trip Generation It is GTC s understanding that the school is designed for a maximum enrollment of 850 students, per input from the school administration staff and architects. Trip generation is typically based on the ITE Trip Generation Manual, 9 th Edition (2012) using LUC 522, middle/junior high school. This data was used to calculate the daily trip generation and PM peak-hour trip generation. However, the AM peak-hour and School PM peak-hour trip generation is based on local data collected at Tyee Middle School (located approximately 4 miles northeast of the proposed school) that shows trip generation rates higher than ITE. This has been used to determine a worst case traffic impact and has been described in more detail in the Methodology section of this report. The AM peak-hour for Tyee is 5.55% higher than ITE data and the School PM peak-hour for Tyee is 20% higher than the ITE data. The site is anticipated to generate 1,377 ADT with 485 during the AM peak-hour, 306 during the School PM peakhour, and 136 during the PM peak-hour. The maximum expected enrollment at Newcastle Middle School is 850 students. The trip generation is summarized in Table 3. Table 3: Middle School Trip Generation Summary Average AM Peak-Hour School PM Peak-Hour PM Peak-Hour Students Daily Trips Inbound Outbound Total Inbound Outbound Total Inbound Outbound Total 850 MS 1,377 276 209 485 159 147 306 67 69 136 5.2 Trip Distribution Trip distribution is based on the existing traffic counts in the site vicinity and the potential school boundary. It is estimated that 40% of the site traffic will travel to/from the south on 116 th Avenue SE and 5% to/from the north of Newcastle Way on 116 th Avenue SE. On Newcastle Way 15% of the site traffic would travel to/from the west of 116 th Avenue SE and 40% to/from the east of 116 th Avenue SE. Detailed trip distributions are shown in Figure 5, Figure 6 and Figure 7 for the AM peak-hour, School PM peak-hour and PM peak-hour respectively. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 10
119TH AVE SE N 15 206 31 41 112TH AVE SE SE 60TH ST SE 64TH ST 11 69 14 5 120TH AVE SE 5 69 11 14 123RD AVE SE COAL CREEK PKWY SE NEWCASTLE WAY 5 69 11 RIPLEY LN SE 20 275 42 55 SE 76TH ST SE 77TH PL 14 10 69 SE 75TH PL 5 69 14 10 SE 74TH 122ND PL SE 125TH AVESE PL 25 14 69 344 52 133RD AVE SE 5 LAKE WASHINGTON BLVD N MONTEREY PL NE 15 207 41 31 116TH AVE SE SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE AM LEGEND 25 PEAK NEW AM PEAK HOUR TRIPS TRIP DISTRIBUTION % TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 5 NEW SCHOOL TRIP DISTRIBUTION AM PEAK-HOUR
119TH AVE SE N 15 206 22 24 112TH AVE SE SE 60TH ST SE 64TH ST 8 69 8 5 120TH AVE SE 5 69 8 8 123RD AVE SE COAL CREEK PKWY SE NEWCASTLE WAY 5 69 7 RIPLEY LN SE 20 275 29 32 SE 76TH ST SE 77TH PL 8 7 69 SE 75TH PL 5 69 8 7 SE 74TH 122ND PL SE 125TH AVESE PL 25 8 39 344 37 133RD AVE SE 5 LAKE WASHINGTON BLVD N MONTEREY PL NE 15 207 24 22 116TH AVE SE SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE SCHOOL PM LEGEND 25 PEAK NEW SCHOOL PM PEAK HOUR TRIPS TRIP DISTRIBUTION % TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 6 NEW SCHOOL TRIP DISTRIBUTION SCHOOL PM PEAK-HOUR
119TH AVE SE N 15 206 11 10 112TH AVE SE SE 60TH ST SE 64TH ST 3 69 4 5 120TH AVE SE 5 69 3 4 123RD AVE SE COAL CREEK PKWY SE NEWCASTLE WAY 5 69 3 RIPLEY LN SE 20 275 14 13 SE 76TH ST SE 77TH PL 3 3 69 SE 75TH PL 5 69 3 3 SE 74TH 122ND PL SE 125TH AVESE PL 25 3 17 344 18 133RD AVE SE 5 LAKE WASHINGTON BLVD N MONTEREY PL NE 15 207 10 11 116TH AVE SE SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE PM LEGEND 25 PEAK NEW PM PEAK HOUR TRIPS TRIP DISTRIBUTION % TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 7 NEW SCHOOL TRIP DISTRIBUTION PM PEAK-HOUR
Newcastle Middle School Traffic Impact Analysis 5.3 2016 Baseline Volumes and Level of Service Based on standard SEPA type analysis the expected opening year has been analyzed. The 2016 baseline (future without project) turning movement volumes are estimated by applying a 3.0% annual compounding growth rate to the existing turning movement volumes per the City traffic impact analysis guidelines. The 2016 baseline turning movement volumes for the AM peakhour, School PM peak-hour, and PM peak-hour are shown in Figures 8, Figure 9, and Figure 10, respectively. With the addition of baseline growth the level of service is summarized for the AM peak-hour in Table 4A, School PM peak-hour in Table 4B, and for the PM peak-hour in Table 4C. The baseline level of service calculations are included in the attachments. 5.4 2016 Future with Project Volumes and Level of Service The 2016 future with project turning movement volumes are calculated by adding all of the school traffic based on the trip distribution to the 2016 baseline turning movement volumes. The 2016 future with project turning movement volumes for the AM peak-hour, School PM peakhour, and PM peak-hour are shown in Figures 11, Figure 12, and Figure 13, respectively. With the addition of school traffic the level of service is summarized for the AM peak-hour in Table 4A, School PM peak-hour in Table 4B, and for the PM peak-hour in Table 4C. With the school traffic added to the study intersections; only the intersection of 112 th Avenue SE at SE 64 th Street exceeds the city s LOS standard during the AM peak-hour only. All of the study intersections will operate at acceptable City of Newcastle Intersection Standards used for SEPA impact evaluation during the School PM peak-hour and street PM peak-hour. The 2016 future with level of service calculations are included in the attachments. The AM peak-hour analysis has been provided for SEPA disclosure per discussions with the City as it s typically only the PM peak-hour for determining capacity needs. 5.5 2023 Baseline Volumes and Level of Service Per the City scoping a 10 year planning outlook was also requested in addition to the typical SEPA impact review. The 2023 baseline (future without project) turning movement volumes are estimated by applying a 3.0% annual compounding growth rate to the existing turning movement volumes per the City traffic impact analysis guidelines. The 2023 baseline turning movement volumes for the AM peak-hour, School PM peak-hour, and PM peak-hour are shown in Figures 14, Figure 15, and Figure 16, respectively. With the addition of baseline growth the level of service is summarized for the AM peak-hour in Table 4A, School PM peak-hour in Table 4B, and for the PM peak-hour in Table 4C. The baseline level of service calculations are included in the attachments. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 14
Newcastle Middle School Traffic Impact Analysis 5.6 2023 Future with Project Volumes and Level of Service The 2023 future with project turning movement volumes are calculated by adding all of the school traffic based on the trip distribution to the 2023 baseline turning movement volumes. The 2023 future with project turning movement volumes for the AM peak-hour, School PM peakhour, and PM peak-hour are shown in Figures 17, Figure 18, and Figure 19, respectively. With the addition of school traffic the level of service is summarized for the AM peak-hour in Table 4A, School PM peak-hour in Table 4B, and for the PM peak-hour in Table 4C. All of the study intersections will operate at acceptable City of Newcastle Intersection Standards used for SEPA impact evaluation with the included City of Newcastle signalization projects that are part of the cost fee basis. The 2023 future with level of service calculations are included in the attachments. Table 4A: Future Level of Service Summary AM Peak-Hour 1. 2. 3. 4. 5. 6. Intersections 112 th Avenue SE at SE 64 th Street 2016 Future Conditions 2023 Future Conditions Existing Conditions without With without With Project Project Project Project LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay E 38.5 sec F 61.8 sec F 89.7 sec F 277.1 sec F 366.2 sec With Signalization --- --- --- --- B 13.3 sec --- --- B 18.1 sec 116 th Ave SE at SE 68 th St (Newcastle Wy) C 22.9 sec D 34.0 sec C 20.7 sec F 92.9 sec E 42.2 sec With Signalization --- --- --- --- B 10.4 sec --- --- B 12.1 sec 116 th Avenue SE at SE 76 th Street Coal Creek Pkwy at Newcastle Way SE 112 th Avenue SE at SE 68 th Street 116 th Avenue SE at Site Access B 11.1 sec B 12.0 sec C 18.6 sec B 11.5 sec C 15.3 sec C 29.0 sec C 34.2 sec D 35.3 sec E 72.1 sec E 73.3 sec B 12.0 sec B 12.5 sec B 13.4 sec B 14.5 sec C 15.5 sec --- --- --- --- B 13.2 sec --- --- B 14.2 sec The school district is contributing towards the 112 th Avenue /SE 64 th Street and 116 th Street/SE 68 th Street future signalization that were used in the cost fee basis to determine the City traffic impact fee. One of the projects is the signalization of 112 th Avenue SE at SE 64 th Street, this is included in the with project analysis. A possible interim improvement that would satisfy the 2016 with project level of service at LOS C with 22.7 seconds of delay could be turning the intersection into an all-way stop-control intersection. The total impact of the school in 2023 represents only 5.6% of the total intersection volume. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 15
Newcastle Middle School Traffic Impact Analysis The intersection of 116 th Avenue SE at SE 68 th Street will be improved with the school project with the addition of a westbound left-turn lane and a two-way left-turn lane along the school s frontage. This additional westbound left-turn lane will improve the intersection delay more than the delay added by the project. This intersection is also on the collection list for signalization. At the intersection of 116 th Avenue SE at SE 76 th Street the total intersection volume will be 34% higher without the project by 2023 using the City identified growth rate and will be 67% higher with the project in 2023. Therefore, the peak-hour factor for the intersection was increased from 0.70 to 0.90 which is a consistent engineering practice when volumes are increased by over 30% and peak spreading is anticipated (lower the peak-hour factor the less consistent the traffic volume is throughout the hour). Table 4B: Future Level of Service Summary School PM Peak-Hour 1. 2. 3. 4. 5. Intersections 112 th Avenue SE at SE 64 th Street 116 th Avenue SE at SE 68 th Street 116 th Avenue SE at SE 76 th Street Coal Creek Pkwy at Newcastle Way SE 116 th Avenue SE at Site Access 2016 Future Conditions 2023 Future Conditions Existing Conditions without With without With Project Project Project Project LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay C 15.4 sec C 17.2 sec C 18.7 sec B 25.6 sec D 29.2 sec B 10.8 sec B 11.7 sec C 15.6 sec C 15.6 sec D 26.1 sec A 9.1 sec A 9.5 sec B 10.9 sec B 10.6 sec B 12.9 sec C 30.2 sec C 32.8 sec C 34.5 sec D 43.5 sec E 57.0 sec --- --- --- --- B 11.3 sec --- --- B 11.9 sec Table 4C: Future Level of Service Summary PM Peak-Hour 1. 2. 3. 4. 5. Intersections 112 th Avenue SE at SE 64 th Street 116 th Avenue SE at SE 68 th Street 116 th Avenue SE at SE 76 th Street Coal Creek Pkwy at Newcastle Way SE 116 th Avenue SE at Site Access 2016 Future Conditions 2023 Future Conditions Existing Conditions without With without With Project Project Project Project LOS Delay LOS Delay LOS Delay LOS Delay LOS Delay C 16.2 sec C 18.4 sec C 19.1 sec D 30.4 sec D 32.4 sec B 12.2 sec B 13.8 sec C 16.1 sec C 23.7 sec D 32.9 sec A 9.9 sec B 10.4 sec B 11.1 sec B 12.6 sec B 13.8 sec C 33.1 sec D 38.2 sec D 39.6 sec E 73.3 sec E 79.5 sec --- --- --- --- B 10.7 sec --- --- B 11.3 sec Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 16
119TH AVE SE 89 70 7 32 17 2 182 40 11 69 452 15 N 2 92 540 1 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 1 22 10 5 57 45 3 1 66 379 189 109 74 69 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 32 241 28 149 232 42 116TH AVE SE 172 75 2 98 1 12 4 4 0 69 202 0 127 72 32 226 2,041 19 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX AM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 8 BASELINE 2016 AM PEAK WITHOUT SCHOOL INTERSECTION VOLUMES
119TH AVE SE 121 129 12 10 12 0 69 19 48 54 201 20 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 3 30 14 2 137 45 13 145 162 49 26 151 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 131 1,178 117 131 142 58 116TH AVE SE 122 120 8 117 0 27 5 2 1 36 74 1 148 126 120 135 523 22 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX SCHOOL PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 9 BASELINE 2016 SCHOOL PM PEAK WITHOUT SCHOOL INTERSECTION VOLUMES
119TH AVE SE 201 186 17 15 14 0 89 32 73 55 111 4 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 2 61 21 1 175 67 23 153 191 32 28 187 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 120 1,631 89 103 213 82 116TH AVE SE 133 166 0 154 2 46 3 1 2 30 81 1 166 180 187 131 479 27 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 10 BASELINE 2016 PM PEAK WITHOUT SCHOOL INTERSECTION VOLUMES
119TH AVE SE 89 111 7 32 17 2 182 40 11 69 483 15 N 2 133 571 1 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 1 36 10 5 57 86 3 1 66 379 300 140 85 153 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 46 241 28 149 232 42 116TH AVE SE 214 116 2 153 1 12 4 4 0 69 257 0 138 72 84 295 2,041 19 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX AM PEAK HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 11 FUTURE 2016 AM PEAK WITH SCHOOL INTERSECTION VOLUMES
119TH AVE SE 121 153 12 10 12 0 69 19 48 54 223 20 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 3 38 14 2 137 69 13 145 225 71 34 210 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 139 1,178 117 131 142 58 116TH AVE SE 151 149 8 149 0 27 5 2 1 36 106 1 155 126 157 174 523 22 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX SCHOOL PM PEAK HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 12 FUTURE 2016 SCHOOL PM PEAK WITH PROJECT INTERSECTION VOLUMES
119TH AVE SE 201 196 17 15 14 0 89 32 73 55 122 4 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 2 65 21 1 175 77 23 153 218 43 31 214 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 123 1,631 89 103 213 82 116TH AVE SE 147 180 0 167 2 46 3 1 2 30 94 1 169 180 205 148 479 27 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX PM PEAK HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 13 FUTURE 2016 PM PEAK WITH PROJECT INTERSECTION VOLUMES
119TH AVE SE 109 86 8 39 22 3 224 50 13 85 556 19 N 3 113 664 1 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 1 27 12 7 70 55 4 1 81 466 232 134 91 85 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 39 297 35 183 285 51 116TH AVE SE 211 93 3 121 1 15 5 5 0 85 249 0 156 89 39 278 2,510 23 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX AM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 14 BASELINE 2023 AM PEAK WITHOUT SCHOOL INTERSECTION VOLUMES
119TH AVE SE 149 159 15 12 15 0 85 23 59 66 247 24 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 4 36 17 3 168 55 16 179 199 60 32 185 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 161 1,449 144 161 175 71 116TH AVE SE 151 148 9 144 0 34 7 3 1 44 91 1 181 155 148 167 644 27 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX SCHOOL PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 15 BASELINE 2023 SCHOOL PM PEAK WITHOUT SCHOOL INTERSECTION VOLUMES
119TH AVE SE 247 228 22 19 17 0 109 39 90 67 137 5 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 3 75 26 1 215 82 28 188 235 39 35 230 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 148 2,006 109 126 262 101 116TH AVE SE 164 204 0 189 3 56 4 1 3 36 99 1 204 222 230 161 589 34 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 16 BASELINE 2023 PM PEAK WITHOUT SCHOOL INTERSECTION VOLUMES
119TH AVE SE 109 127 8 39 22 3 224 50 13 85 587 19 N 3 154 695 1 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 1 41 12 7 70 96 4 1 81 466 343 165 102 169 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 53 297 35 183 285 51 116TH AVE SE 253 134 3 176 1 15 5 5 0 85 304 0 167 89 91 347 2,510 23 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX AM PEAK HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 17 FUTURE 2023 AM PEAK WITH PROJECT INTERSECTION VOLUMES
119TH AVE SE 149 183 15 12 15 0 85 23 59 66 269 24 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 4 44 17 3 168 79 16 179 262 82 40 244 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 169 1,449 144 161 175 71 116TH AVE SE 180 177 9 176 0 34 7 3 1 44 123 1 188 155 185 206 644 27 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX SCHOOL PM PEAK HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 18 FUTURE 2023 SCHOOL PM PEAK WITH PROJECT INTERSECTION VOLUMES
119TH AVE SE 247 238 22 19 17 0 109 39 90 67 148 5 N 112TH AVE SE SE 60TH ST SE 64TH ST 120TH AVE SE 123RD AVE SE 3 79 26 1 215 92 28 188 262 50 38 257 COAL CREEK PKWY SE NEWCASTLE WAY 125TH AVESE 133RD AVE SE RIPLEY LN SE SE 76TH ST LAKE WASHINGTON BLVD N MONTEREY PL NE SE 77TH PL SE 75TH PL SE 74TH 122ND PL SE PL 151 2,006 109 126 262 101 116TH AVE SE 178 218 0 202 3 56 4 1 3 36 112 1 207 222 248 178 589 34 SE 88TH ST SE 89TH PL GIBSON TRAFFIC CONSULTANTS NEWCASTLE MIDDLE SCHOOL (850 STUDENTS) CITY OF NEWCASTLE LEGEND XXX PM PEAK-HOUR TURNING MOVEMENT VOLUMES TRAFFIC IMPACT STUDY GTC #13-055 FIGURE 19 FUTURE 2023 PM PEAK WITH PROJECT INTERSECTION VOLUMES
Newcastle Middle School Traffic Impact Analysis 5.7 2016 Opening Year Parking Demand/Supply The City of Newcastle Municipal Code, NMC 18.18.030, identifies the parking requirement for a middle school is 1 parking stall per classroom and 1 parking stall per 10 students. Based on 42 classrooms and 850 middle school students the City of Newcastle code requires a minimum of 127 parking stalls. Additionally, GTC reviewed the ITE Parking Generation 4 th Edition (85 required parking spaces) and the parking demand of Tyee Middle School in Bellevue (112 required parking spaces) which has a similar student population as the proposed middle school to determine other possible parking requirements. Per the latest site plan, the Newcastle Middle School is proposing to provide student dropoff/pick-up from both 116 th Avenue SE and Newcastle Way. This would provide over 1,075 feet of effective drop-off/pick-up on-site and also provide relief to the 116 th Avnenue/Newcastle Way intersection so that parents from the east do not need to travel through that all-way stop intersection. to The school will have a single access point to the parent/staff loop on the west side of the site off of 116 th Avenue SE which would provide a maximum storage of 790 feet (36 vehicles) and a loop off of Newcastle Way where there would be an additional 285 feet (13 vehicles) of a queue space. The site will also be providing 132 on-site parking spaces plus a separate bus loop with room for up to 12 buses. The proposed parking provided will exceed City of Newcastle Code and will also provide enough drop-off/pick-up space to accommodate parent demand based on observations of similar schools in particular Tyee Middle School in Bellevue which has a similar student population. Tyee has 882 students enrolled based on October 2013 data and has approximately 840 feet of storage approved by the City of Bellevue to accommodate on site queuing. Additional parking will be available at Hazelwood Elementary School for band and orchestra events at the proposed middle school. 5.8 Pedestrian Improvements In addition to the standard, curb, gutter, planter and 8 foot sidewalk along the sites frontage along the south side of Newcastle Way the school district will be providing a 5 foot sidewalk on the north side of Newcastle Way from 116 th Avenue SE to 119 th Avenue SE. The north side sidewalk is not along the school s frontage and is not a typical requirement. There are very few walking trips today on the north side and no houses accessing Newcastle Way between 116 th Avenue SE to 119 th Avenue SE. Instead of the north side sidewalk, there have been discussions about providing a marked crosswalk on the west side of 119 th Avenue SE as well as enhanced school zone signing to facilitate pedestrians crossing this legal unmarked crosswalk to the school (south) side where full frontage improvements will be constructed. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 29
Newcastle Middle School Traffic Impact Analysis The City of Newcastle have discouraged implementation of a marked crosswalk in this location and have instead requested a full sidewalk improvement on the north side of Newcastle Way as this is part of the Newcastle Way (SE 68 th Street) ultimate improvement project. WSDOT Design Manual identifies a minimum level landing area of 4 feet by 4 feet at the top of a perpendicular ramp or the bottom of a parallel curb ramp. This in addition to the sidewalk would provide adequate storage for pedestrian waiting to cross Newcastle Way to get to the school. 6. TRAFFIC MITIGATION 6.1 On-Site/Access Improvements The following on-site/access improvement will be constructed by the district or is recommended to enhance the traffic flow and safety conditions at the site access: All outbound accesses should be stop-controlled with a STOP signs on the site access approaches. Bus/Staff Only Signs should be placed on either side of the bus entrance driveway with a secondary sign that identifies school times. Construct a bus loop with spaces for up to 12 buses with access to 116 th Avenue SE and staff parking for 42 vehicles. Construct a new visitor/staff parking lot off of 116 th Aenue SE with 60 parking stalls and a drop-off/pick-up loop with room for 36 vehicles (approximately 790 feet). Reconstruct the staff/delivery parking lot off of Newcastle Way with 30 parking stalls maintaining the existing one-way eastbound flow and providing drop-off/pick-up space for 13 vehicles (approximately 285 feet). Provide a walkway/path from the school entrance to the site frontage. Provide curb gutter sidewalk/planter along north side frontage (south side of Newcastle Way). Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 30
Newcastle Middle School Traffic Impact Analysis 6.2 Off-Site Mitigation/Improvements Provide a curb, gutter, and 5 foot sidewalk on the north side of Newcastle Way from 116 th Avenue SE to 119 th Avenue SE. Provide a center left-turn lane along Newcastle Way from 116 th Avenue SE to approximately 119 th Avenue SE as ROW and tapers allow. Note: The City of Newcastle has adopted a traffic mitigation fee to pay for capacity roadway projects in the city. The fee for a middle/junior high school is $2.01 per square foot. The school is proposing 110,000 SF and would be required to pay $221,100 in mitigation fees. These fees will go to improvements which include widening to a 3-lane section and provisions for sidewalks on both sides of Newscastle Way from 116 th Avenue SE east to 123 rd Avenue SE also signalization of Lake Washington Blvd at 112 th Avenue SE and signal/turn lanes on Newcastle Way at 116 th Avenue SE. As the school district will also be widening Newcastle Way to provide bicycle lanes, two-way left-turn lane and sidewalk from 116 th Avenue SE to the school property line to the east side of the site this mitigation fee should be credited to this off-site sidewalk improvements. All of the off-site study intersections operate at acceptable LOS for the School PM peak-hour and street PM peak-hour even under the 10 year planning horizon. For the opening year analysis, the 116 th Avenue SE/SE 68 th Street/Newcastle Way intersection would degrade to LOS F with just background growth even if the school was not constructed. With the westbound left-turn lane constructed by the school along Newcastle Way and the school at full occupancy it operates at LOS C for the morning peak as an all-way stop. For the 10 year planning horizon the westbound left-turn constructed by the school would improve the intersection from a LOS F without project to a LOS E with project. Also, with a signal that is part of the City s traffic mitigation fee basis it would operate at LOS B. It should also be noted that the analysis was conducted for the worst case with higher than ITE volume that assumed all school traffic from the east using the intersection. With the provision of a drop-off/pick-up loop on the north side of the site the traffic from the east would no longer need to go through that intersection therefore reducing even further the delay expected at this intersection. Therefore, no additional mitigation other than the westbound left-turn lane and provision of drop-off/pick-up loop from the Newcastle Way entrance is recommended for this intersection to mitigate the schools impacts Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 31
Newcastle Middle School Traffic Impact Analysis For the opening year analysis, the 112 th Avenue SE/SE 64 th Street intersection would degrade to LOS F for the eastbound left to northbound 112 th Avenue SE with just back ground growth even if the school was not constructed. For the opening a year an all-way stop could improve that movement to LOS E. However, this may not be desirable as it would increase delay for the primary north-south movement along 112 th Avenue SE. Additionally, it appears this movement may be cut-through traffic avoiding I-405 and any improvement of this intersection may just encourage more traffic to avoid I-405 onto the city streets. If the City signal as part of the City s traffic mitigation fee basis is ultimately constructed or even a mini roundabout is constructed it would operate at acceptable LOS even for the 10 year planning horizon. The school project traffic accounts for only about 5% of the future traffic volume at this intersection and 0% of the actual eastbound left-turn movement that operates below standards. Therefore, GTC would not recommend any additional mitigation at this time as the intersection operates at acceptable LOS for both the School PM peak-hour and street PM peak-hour. 7. CONCLUSIONS The 110,000 Square Feet (SF) middle school will serve grades 6 th to 8 th with a maximum of 850 students. The school hours are from 7:55 AM to 2:35 PM. The middle school is estimated to generate a total of 1,377 average daily trips with 485 trips (276 inbound/209 outbound) during the AM peak-hour, 306 trips (159 inbound/147 outbound) during the School PM peak-hour, and 136 trips (67 inbound/69 outbound) during the PM peak-hour. All of the study intersections would operate at acceptable LOS for the critical School PM peakhour and street PM peak-hour periods. Ultimate improvements along Newcastle Way (SE 68 th Street) would actually provide better AM peak-hour LOS at 116 th Avenue SE than without the school project. The 112 th AvenueSE/SE 64 th Street intersection would operate below city LOS standards with or without the project for the AM peak-hour. However, the school would only account for about 5% of the future volumes and the city has an ultimate improvement project identified on its fee basis projects that would provide improvement at that location if ultimately deemed desirable. The school district should not be required to construct any off-site intersection improvements with the payment of mitigation fees of $2.01 per square foot. Alternatively, the construction of a north side sidewalk and a center left-turn lane from 116 th Avenue SE to approximately 119 th Avenue SE would provide proportionate share mitigation for is impacts to the city street system. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 32
Newcastle Middle School Traffic Impact Analysis The City of Newcastle Code identifies the parking requirement for a middle school is 1 parking stall per classroom and 1 parking stall per 10 students. Based on 42 classrooms and 850 middle school students the City of Newcastle code requires a minimum of 127 parking stalls. Per the latest site plan, the Newcastle Middle School is proposing 132 on-site parking spaces plus a drop-off/pick-up area with room for 49 vehicles in two drop-off/pick-up areas. In addition, there will be a separate bus loop with room for up to 12 buses. The proposed parking will exceed the City of Newcastle Code, ITE Parking Generation 4 th Edition (85 required parking spaces), and the parking demand of Tyee Middle School in Bellevue (112 required parking spaces) which has a similar student population. The proposed school will also provide enough drop-off/pick-up space to accommodate anticipated parent demand based on observations of similar schools in particular Tyee Middle School in Bellevue which has a similar student population. Additional parking will be available at Hazelwood Elementary School for band and orchestra events at the proposed middle school. Gibson Traffic Consultants, Inc. January 2014 info@gibsontraffic.com GTC #13-055 33
Trip Generation Calculations A
Newcastle Middle School GTC #13-055 Trip Generation for: Weekday (a.k.a.): Average Weekday Daily Trips (AWDT) LAND USES VARIABLE ITE LU code Trip Rate Gross Trips % IN % OUT In+Out (Total) % of Gross Trips Internal Crossover Trips In+Out (Total) TOTAL PASS-BY In+Out (Total) % of Ext. Trips NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS In+Out (Total) DIVERTED LINK % of Ext. Trips In+Out (Total) NEW PASS-BY DIVERTED LINK In+Out (Total) NEW In Out In Out In Out Middle School 850 Student 522 1.62 50% 50% 1377 0% 0 1377 0% 0 0% 0 1377 0 0 0 0 689 689 A - 1
Newcastle Middle School GTC #13-055 Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 7 and 9 AM (a.k.a.): Weekday AM Peak Hour LAND USES VARIABLE ITE LU code Trip Rate Gross Trips % IN % OUT In+Out (Total) % of Gross Trips Internal Crossover Trips In+Out (Total) TOTAL PASS-BY In+Out (Total) % of Ext. Trips NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS In+Out (Total) DIVERTED LINK % of Ext. Trips In+Out (Total) NEW PASS-BY DIVERTED LINK In+Out (Total) NEW In Out In Out In Out Middle School 850 Student GTC 0.57 57% 43% 485 0% 0 485 0% 0 0% 0 485 0 0 0 0 276 209 A - 2
Newcastle Middle School GTC #13-055 Trip Generation for: Weekday, Peak Hour of Generator LAND USES VARIABLE ITE LU code Trip Rate Gross Trips % IN % OUT In+Out (Total) % of Gross Trips Internal Crossover Trips In+Out (Total) TOTAL PASS-BY In+Out (Total) % of Ext. Trips NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS In+Out (Total) DIVERTED LINK % of Ext. Trips In+Out (Total) NEW PASS-BY DIVERTED LINK In+Out (Total) NEW In Out In Out In Out Middle School 850 Student GTC 0.36 52% 48% 306 0% 0 306 0% 0 0% 0 306 0 0 0 0 159 147 A - 3
Newcastle Middle School GTC #13-055 Trip Generation for: Weekday, Peak Hour of Adjacent Street Traffic, One Hour between 4 and 6 PM (a.k.a.): Weekday PM Peak Hour LAND USES VARIABLE ITE LU code Trip Rate Gross Trips % IN % OUT In+Out (Total) % of Gross Trips Internal Crossover Trips In+Out (Total) TOTAL PASS-BY In+Out (Total) % of Ext. Trips NET EXTERNAL TRIPS BY TYPE IN BOTH DIRECTIONS DIRECTIONAL ASSIGNMENTS In+Out (Total) DIVERTED LINK % of Ext. Trips In+Out (Total) NEW PASS-BY DIVERTED LINK In+Out (Total) NEW In Out In Out In Out Middle School 850 Student 522 0.16 49% 51% 136 0% 0 136 0% 0 0% 0 136 0 0 0 0 67 69 A - 4
Newcastle Middle School GTC #13-055 AM Peak-Hour New New AM Peak Hour Trips New New AM Peak Hour Trips % ADT In Out Total % ADT In Out Total 100% 1377 276 209 485 100% 1377 276 209 485 1% 13.77 2.76 2.09 4.85 51% 702.27 140.76 106.59 247.35 2% 27.54 5.52 4.18 9.70 52% 716.04 143.52 108.68 252.20 3% 41.31 8.28 6.27 14.55 53% 729.81 146.28 110.77 257.05 4% 55.08 11.04 8.36 19.40 54% 743.58 149.04 112.86 261.90 5% 68.85 13.80 10.45 24.25 55% 757.35 151.80 114.95 266.75 6% 82.62 16.56 12.54 29.10 56% 771.12 154.56 117.04 271.60 7% 96.39 19.32 14.63 33.95 57% 784.89 157.32 119.13 276.45 8% 110.16 22.08 16.72 38.80 58% 798.66 160.08 121.22 281.30 9% 123.93 24.84 18.81 43.65 59% 812.43 162.84 123.31 286.15 10% 137.70 27.60 20.90 48.50 60% 826.20 165.60 125.40 291.00 11% 151.47 30.36 22.99 53.35 61% 839.97 168.36 127.49 295.85 12% 165.24 33.12 25.08 58.20 62% 853.74 171.12 129.58 300.70 13% 179.01 35.88 27.17 63.05 63% 867.51 173.88 131.67 305.55 14% 192.78 38.64 29.26 67.90 64% 881.28 176.64 133.76 310.40 15% 206.55 41.40 31.35 72.75 65% 895.05 179.40 135.85 315.25 16% 220.32 44.16 33.44 77.60 66% 908.82 182.16 137.94 320.10 17% 234.09 46.92 35.53 82.45 67% 922.59 184.92 140.03 324.95 18% 247.86 49.68 37.62 87.30 68% 936.36 187.68 142.12 329.80 19% 261.63 52.44 39.71 92.15 69% 950.13 190.44 144.21 334.65 20% 275.40 55.20 41.80 97.00 70% 963.90 193.20 146.30 339.50 21% 289.17 57.96 43.89 101.85 71% 977.67 195.96 148.39 344.35 22% 302.94 60.72 45.98 106.70 72% 991.44 198.72 150.48 349.20 23% 316.71 63.48 48.07 111.55 73% 1005.21 201.48 152.57 354.05 24% 330.48 66.24 50.16 116.40 74% 1018.98 204.24 154.66 358.90 25% 344.25 69.00 52.25 121.25 75% 1032.75 207.00 156.75 363.75 26% 358.02 71.76 54.34 126.10 76% 1046.52 209.76 158.84 368.60 27% 371.79 74.52 56.43 130.95 77% 1060.29 212.52 160.93 373.45 28% 385.56 77.28 58.52 135.80 78% 1074.06 215.28 163.02 378.30 29% 399.33 80.04 60.61 140.65 79% 1087.83 218.04 165.11 383.15 30% 413.10 82.80 62.70 145.50 80% 1101.60 220.80 167.20 388.00 31% 426.87 85.56 64.79 150.35 81% 1115.37 223.56 169.29 392.85 32% 440.64 88.32 66.88 155.20 82% 1129.14 226.32 171.38 397.70 33% 454.41 91.08 68.97 160.05 83% 1142.91 229.08 173.47 402.55 34% 468.18 93.84 71.06 164.90 84% 1156.68 231.84 175.56 407.40 35% 481.95 96.60 73.15 169.75 85% 1170.45 234.60 177.65 412.25 36% 495.72 99.36 75.24 174.60 86% 1184.22 237.36 179.74 417.10 37% 509.49 102.12 77.33 179.45 87% 1197.99 240.12 181.83 421.95 38% 523.26 104.88 79.42 184.30 88% 1211.76 242.88 183.92 426.80 39% 537.03 107.64 81.51 189.15 89% 1225.53 245.64 186.01 431.65 40% 550.80 110.40 83.60 194.00 90% 1239.30 248.40 188.10 436.50 41% 564.57 113.16 85.69 198.85 91% 1253.07 251.16 190.19 441.35 42% 578.34 115.92 87.78 203.70 92% 1266.84 253.92 192.28 446.20 43% 592.11 118.68 89.87 208.55 93% 1280.61 256.68 194.37 451.05 44% 605.88 121.44 91.96 213.40 94% 1294.38 259.44 196.46 455.90 45% 619.65 124.20 94.05 218.25 95% 1308.15 262.20 198.55 460.75 46% 633.42 126.96 96.14 223.10 96% 1321.92 264.96 200.64 465.60 47% 647.19 129.72 98.23 227.95 97% 1335.69 267.72 202.73 470.45 48% 660.96 132.48 100.32 232.80 98% 1349.46 270.48 204.82 475.30 49% 674.73 135.24 102.41 237.65 99% 1363.23 273.24 206.91 480.15 50% 688.50 138.00 104.50 242.50 100% 1377.00 276.00 209.00 485.00 A - 5
Newcastle Middle School GTC #13-055 School PM Peak-Hour New New School PM Peak Hour Trips New New School PM Peak Hour Trips % ADT In Out Total % ADT In Out Total 100% 1377 159 147 306 100% 1377 159 147 306 1% 13.77 1.59 1.47 3.06 51% 702.27 81.09 74.97 156.06 2% 27.54 3.18 2.94 6.12 52% 716.04 82.68 76.44 159.12 3% 41.31 4.77 4.41 9.18 53% 729.81 84.27 77.91 162.18 4% 55.08 6.36 5.88 12.24 54% 743.58 85.86 79.38 165.24 5% 68.85 7.95 7.35 15.30 55% 757.35 87.45 80.85 168.30 6% 82.62 9.54 8.82 18.36 56% 771.12 89.04 82.32 171.36 7% 96.39 11.13 10.29 21.42 57% 784.89 90.63 83.79 174.42 8% 110.16 12.72 11.76 24.48 58% 798.66 92.22 85.26 177.48 9% 123.93 14.31 13.23 27.54 59% 812.43 93.81 86.73 180.54 10% 137.70 15.90 14.70 30.60 60% 826.20 95.40 88.20 183.60 11% 151.47 17.49 16.17 33.66 61% 839.97 96.99 89.67 186.66 12% 165.24 19.08 17.64 36.72 62% 853.74 98.58 91.14 189.72 13% 179.01 20.67 19.11 39.78 63% 867.51 100.17 92.61 192.78 14% 192.78 22.26 20.58 42.84 64% 881.28 101.76 94.08 195.84 15% 206.55 23.85 22.05 45.90 65% 895.05 103.35 95.55 198.90 16% 220.32 25.44 23.52 48.96 66% 908.82 104.94 97.02 201.96 17% 234.09 27.03 24.99 52.02 67% 922.59 106.53 98.49 205.02 18% 247.86 28.62 26.46 55.08 68% 936.36 108.12 99.96 208.08 19% 261.63 30.21 27.93 58.14 69% 950.13 109.71 101.43 211.14 20% 275.40 31.80 29.40 61.20 70% 963.90 111.30 102.90 214.20 21% 289.17 33.39 30.87 64.26 71% 977.67 112.89 104.37 217.26 22% 302.94 34.98 32.34 67.32 72% 991.44 114.48 105.84 220.32 23% 316.71 36.57 33.81 70.38 73% 1005.21 116.07 107.31 223.38 24% 330.48 38.16 35.28 73.44 74% 1018.98 117.66 108.78 226.44 25% 344.25 39.75 36.75 76.50 75% 1032.75 119.25 110.25 229.50 26% 358.02 41.34 38.22 79.56 76% 1046.52 120.84 111.72 232.56 27% 371.79 42.93 39.69 82.62 77% 1060.29 122.43 113.19 235.62 28% 385.56 44.52 41.16 85.68 78% 1074.06 124.02 114.66 238.68 29% 399.33 46.11 42.63 88.74 79% 1087.83 125.61 116.13 241.74 30% 413.10 47.70 44.10 91.80 80% 1101.60 127.20 117.60 244.80 31% 426.87 49.29 45.57 94.86 81% 1115.37 128.79 119.07 247.86 32% 440.64 50.88 47.04 97.92 82% 1129.14 130.38 120.54 250.92 33% 454.41 52.47 48.51 100.98 83% 1142.91 131.97 122.01 253.98 34% 468.18 54.06 49.98 104.04 84% 1156.68 133.56 123.48 257.04 35% 481.95 55.65 51.45 107.10 85% 1170.45 135.15 124.95 260.10 36% 495.72 57.24 52.92 110.16 86% 1184.22 136.74 126.42 263.16 37% 509.49 58.83 54.39 113.22 87% 1197.99 138.33 127.89 266.22 38% 523.26 60.42 55.86 116.28 88% 1211.76 139.92 129.36 269.28 39% 537.03 62.01 57.33 119.34 89% 1225.53 141.51 130.83 272.34 40% 550.80 63.60 58.80 122.40 90% 1239.30 143.10 132.30 275.40 41% 564.57 65.19 60.27 125.46 91% 1253.07 144.69 133.77 278.46 42% 578.34 66.78 61.74 128.52 92% 1266.84 146.28 135.24 281.52 43% 592.11 68.37 63.21 131.58 93% 1280.61 147.87 136.71 284.58 44% 605.88 69.96 64.68 134.64 94% 1294.38 149.46 138.18 287.64 45% 619.65 71.55 66.15 137.70 95% 1308.15 151.05 139.65 290.70 46% 633.42 73.14 67.62 140.76 96% 1321.92 152.64 141.12 293.76 47% 647.19 74.73 69.09 143.82 97% 1335.69 154.23 142.59 296.82 48% 660.96 76.32 70.56 146.88 98% 1349.46 155.82 144.06 299.88 49% 674.73 77.91 72.03 149.94 99% 1363.23 157.41 145.53 302.94 50% 688.50 79.50 73.50 153.00 100% 1377.00 159.00 147.00 306.00 A - 6
Newcastle Middle School GTC #13-055 PM Peak-Hour New New PM Peak Hour Trips New New PM Peak Hour Trips % ADT In Out Total % ADT In Out Total 100% 1377 67 69 136 100% 1377 67 69 136 1% 13.77 0.67 0.69 1.36 51% 702.27 33.99 35.37 69.36 2% 27.54 1.33 1.39 2.72 52% 716.04 34.65 36.07 70.72 3% 41.31 2.00 2.08 4.08 53% 729.81 35.32 36.76 72.08 4% 55.08 2.67 2.77 5.44 54% 743.58 35.99 37.45 73.44 5% 68.85 3.33 3.47 6.80 55% 757.35 36.65 38.15 74.80 6% 82.62 4.00 4.16 8.16 56% 771.12 37.32 38.84 76.16 7% 96.39 4.66 4.86 9.52 57% 784.89 37.98 39.54 77.52 8% 110.16 5.33 5.55 10.88 58% 798.66 38.65 40.23 78.88 9% 123.93 6.00 6.24 12.24 59% 812.43 39.32 40.92 80.24 10% 137.70 6.66 6.94 13.60 60% 826.20 39.98 41.62 81.60 11% 151.47 7.33 7.63 14.96 61% 839.97 40.65 42.31 82.96 12% 165.24 8.00 8.32 16.32 62% 853.74 41.32 43.00 84.32 13% 179.01 8.66 9.02 17.68 63% 867.51 41.98 43.70 85.68 14% 192.78 9.33 9.71 19.04 64% 881.28 42.65 44.39 87.04 15% 206.55 10.00 10.40 20.40 65% 895.05 43.32 45.08 88.40 16% 220.32 10.66 11.10 21.76 66% 908.82 43.98 45.78 89.76 17% 234.09 11.33 11.79 23.12 67% 922.59 44.65 46.47 91.12 18% 247.86 12.00 12.48 24.48 68% 936.36 45.32 47.16 92.48 19% 261.63 12.66 13.18 25.84 69% 950.13 45.98 47.86 93.84 20% 275.40 13.33 13.87 27.20 70% 963.90 46.65 48.55 95.20 21% 289.17 13.99 14.57 28.56 71% 977.67 47.31 49.25 96.56 22% 302.94 14.66 15.26 29.92 72% 991.44 47.98 49.94 97.92 23% 316.71 15.33 15.95 31.28 73% 1005.21 48.65 50.63 99.28 24% 330.48 15.99 16.65 32.64 74% 1018.98 49.31 51.33 100.64 25% 344.25 16.66 17.34 34.00 75% 1032.75 49.98 52.02 102.00 26% 358.02 17.33 18.03 35.36 76% 1046.52 50.65 52.71 103.36 27% 371.79 17.99 18.73 36.72 77% 1060.29 51.31 53.41 104.72 28% 385.56 18.66 19.42 38.08 78% 1074.06 51.98 54.10 106.08 29% 399.33 19.33 20.11 39.44 79% 1087.83 52.65 54.79 107.44 30% 413.10 19.99 20.81 40.80 80% 1101.60 53.31 55.49 108.80 31% 426.87 20.66 21.50 42.16 81% 1115.37 53.98 56.18 110.16 32% 440.64 21.32 22.20 43.52 82% 1129.14 54.64 56.88 111.52 33% 454.41 21.99 22.89 44.88 83% 1142.91 55.31 57.57 112.88 34% 468.18 22.66 23.58 46.24 84% 1156.68 55.98 58.26 114.24 35% 481.95 23.32 24.28 47.60 85% 1170.45 56.64 58.96 115.60 36% 495.72 23.99 24.97 48.96 86% 1184.22 57.31 59.65 116.96 37% 509.49 24.66 25.66 50.32 87% 1197.99 57.98 60.34 118.32 38% 523.26 25.32 26.36 51.68 88% 1211.76 58.64 61.04 119.68 39% 537.03 25.99 27.05 53.04 89% 1225.53 59.31 61.73 121.04 40% 550.80 26.66 27.74 54.40 90% 1239.30 59.98 62.42 122.40 41% 564.57 27.32 28.44 55.76 91% 1253.07 60.64 63.12 123.76 42% 578.34 27.99 29.13 57.12 92% 1266.84 61.31 63.81 125.12 43% 592.11 28.66 29.82 58.48 93% 1280.61 61.98 64.50 126.48 44% 605.88 29.32 30.52 59.84 94% 1294.38 62.64 65.20 127.84 45% 619.65 29.99 31.21 61.20 95% 1308.15 63.31 65.89 129.20 46% 633.42 30.65 31.91 62.56 96% 1321.92 63.97 66.59 130.56 47% 647.19 31.32 32.60 63.92 97% 1335.69 64.64 67.28 131.92 48% 660.96 31.99 33.29 65.28 98% 1349.46 65.31 67.97 133.28 49% 674.73 32.65 33.99 66.64 99% 1363.23 65.97 68.67 134.64 50% 688.50 33.32 34.68 68.00 100% 1377.00 66.64 69.36 136.00 A - 7
Count Data B
Peak Hour Summary Mark Skaggs (206) 251-0300 112th Ave SE & Lake Washington Blvd SE & SE 64th St 7:15 AM to 8:15 AM Tuesday, April 16, 2013 Lake Washington Blvd SE SE 64th St Out 0 In Out 151 610 0 81 64 6 HR R T L 2 In 3 HR 0 HL 1 BL 0 BR 0 Peds 0 Peds Lake Washington Blvd SE Out 160 In 211 165 L 37 T 9 R 0 Peds 0 Peds R 29 BR 0 T 16 0 HL L 2 In 47 Out 57 SE 64th St 0 Peds L 63 BL T R 0 414 14 Out 76 In 491 112th Ave SE Intersection NB SB EB WB SEB Volume 903 491 151 211 47 3 HV% 2.5% 2.2% 3.3% 1.9% 6.4% 0.0% PHF 0.97 0.94 0.94 0.98 0.73 0.38 Count Period: 7:00 AM to 9:00 AM B - 1
Total Vehicle Summary Mark Skaggs (206) 251-0300 112th Ave SE & Lake Washington Blvd SE & SE 64th St Tuesday, April 16, 2013 7:00 AM to 9:00 AM 15-Minute Interval Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Southeastbound Pedestrians Start 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Interval Crosswalk Time L BL T R HV L T R HR HV HL L T R HV L T BR R HV HL BL BR HR HV Total North South East West NE NW SE SW 07:00 11 0 82 0 0 2 19 13 0 0 0 45 1 0 0 0 2 0 2 0 0 0 1 0 0 178 07:15 12 0 111 3 6 3 17 16 0 0 0 46 5 1 1 1 7 0 8 2 0 0 0 0 0 230 07:30 17 0 104 3 2 1 17 20 0 2 0 42 12 0 0 0 2 0 8 0 0 0 0 0 0 226 07:45 12 0 93 5 0 1 16 23 0 0 0 37 11 6 3 1 6 0 3 0 1 0 0 0 0 215 08:00 22 0 106 3 3 1 14 22 0 3 0 40 9 2 0 0 1 0 10 1 1 0 1 0 0 232 08:15 11 0 85 1 6 1 13 9 1 3 0 21 10 2 1 1 5 0 3 0 0 0 0 0 0 163 08:30 19 0 94 0 7 3 16 14 0 0 0 43 4 5 3 0 4 0 11 0 0 0 0 1 0 214 08:45 13 0 57 0 2 1 13 10 0 0 0 46 3 1 7 2 5 0 7 0 0 0 0 0 0 158 Total Survey 117 0 732 15 26 13 125 127 1 8 0 320 55 17 15 5 32 0 52 3 2 0 2 1 0 1,616 0 0 0 0 0 0 0 0 Peak Hour Summary 7:15 AM to 8:15 AM Northbound Southbound Eastbound Westbound Southeastbound Pedestrians By Approach 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Total Crosswalk Approach Approach Approach Approach Approach West NE HV HV HV HV HV North South East NW SE SW In 491 11 151 5 211 4 47 3 3 0 903 0 0 0 0 0 0 0 0 Out 76 610 160 57 0 Total 567 761 371 104 3 %HV 2.2% 3.3% 1.9% 6.4% 0.0% 2.5% PHF 0.94 0.94 0.98 0.73 0.38 0.97 orthboun Southbound Eastbound Westbound Southeastbound By 2th Ave Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Total Movement L BL T R Total L T R HR Total HL L T R Total L T BR R Total HL BL BR HR Total Volume 63 0 414 14 491 6 64 81 0 151 0 165 37 9 211 2 16 0 29 47 2 0 1 0 3 903 PHF 0.72 0.00 0.93 0.70 0.94 0.50 0.94 0.88 0.00 0.94 0.00 0.90 0.77 0.38 0.98 0.50 0.57 0.00 0.73 0.73 0.50 0.00 0.25 0.00 0.38 0.97 Rolling Hour Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Southeastbound Pedestrians Start 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Interval Crosswalk Time BL T T R HR L T R BR BL BR HR Total West NE L R HV L HV HL HV L T R HV HL HV North South East NW SE SW 07:00 52 0 390 11 8 7 69 72 0 2 0 170 29 7 4 2 17 0 21 2 1 0 1 0 0 849 07:15 63 0 414 14 11 6 64 81 0 5 0 165 37 9 4 2 16 0 29 3 2 0 1 0 0 903 07:30 62 0 388 12 11 4 60 74 1 8 0 140 42 10 4 2 14 0 24 1 2 0 1 0 0 836 07:45 64 0 378 9 16 6 59 68 1 6 0 141 34 15 7 2 16 0 27 1 2 0 1 1 0 824 08:00 65 0 342 4 18 6 56 55 1 6 0 150 26 10 11 3 15 0 31 1 1 0 1 1 0 767 B - 2
Peak Hour Summary Mark Skaggs (206) 251-0300 116th Ave SE & SE 68th St 7:30 AM to 8:30 AM Tuesday, April 16, 2013 116th Ave SE 0 0 30 133 SE 68th St 1 20 9 Peds 0 60 0 448 347 580 0 173 5 Peds 0 Peds 5 0 98 52 124 0 41 Peds 2 SE 68th St 100 68 63 0 234 231 0 116th Ave SE Approach PHF HV% Volume EB 0.79 13.3% 98 WB 0.96 1.7% 580 NB 0.70 6.9% 231 SB 0.83 6.7% 30 Intersection 0.93 4.4% 939 Count Period: 7:00 AM to 9:00 AM B - 3
Total Vehicle Summary HV 6.7% PHF 0.83 In 30 1 Out 133 20 9 0 HV 1.7% PHF 0.96 Mark Skaggs (206) 251-0300 Out In 448 98 5 52 41 0 5 60 347 173 580 124 In Out 116th Ave SE & SE 68th St Tuesday, April 16, 2013 7:00 AM to 9:00 AM HV 13.3% PHF 0.79 15-Minute Interval Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 68th St SE 68th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 7:00 AM 25 10 12 1 3 2 0 0 0 11 9 1 28 80 5 1 185 0 0 0 0 7:15 AM 21 15 9 6 0 3 1 1 1 9 14 6 44 102 15 1 234 1 0 1 0 7:30 AM 22 15 5 2 2 4 1 0 2 20 9 2 38 98 15 1 231 0 0 0 0 7:45 AM 22 17 17 2 3 5 0 0 2 6 9 3 35 95 17 1 228 0 1 1 0 8:00 AM 25 12 14 2 3 6 0 1 0 12 8 1 44 88 16 3 228 0 1 2 0 8:15 AM 31 24 27 10 1 5 0 1 1 14 15 7 56 66 12 5 252 0 0 2 0 8:30 AM 22 10 26 3 3 5 0 0 0 20 4 1 30 70 9 6 199 0 0 1 0 8:45 AM 17 5 18 3 3 0 0 0 0 15 8 4 22 45 3 1 136 0 1 1 0 Total Survey 185 108 128 29 18 30 2 3 6 107 76 25 297 644 92 19 1,693 1 3 8 0 100 Out 234 2 68 63 In 231 6.9% 0.70 HV PHF Peak Hour Summary 7:30 AM to 8:30 AM Peak Hour Summary 7:30 AM to 8:30 AM By Approach Northbound Southbound Eastbound Westbound Pedestrians 116th Ave SE 116th Ave SE SE 68th St SE 68th St Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 231 234 465 16 30 133 163 2 98 448 546 13 580 124 704 10 939 0 2 5 0 %HV 6.9% 6.7% 13.3% 1.7% 4.4% PHF 0.70 0.83 0.79 0.96 0.93 Northbound Southbound Eastbound Westbound By 116th Ave SE 116th Ave SE SE 68th St SE 68th St Movement L T R Total L T R Total L T R Total L T R Total Total Volume 100 68 63 231 9 20 1 30 5 52 41 98 173 347 60 580 939 PHF 0.81 0.71 0.58 0.70 0.75 0.83 0.25 0.83 0.63 0.65 0.68 0.79 0.77 0.89 0.88 0.96 0.93 Rolling Hour Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 68th St SE 68th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 7:00 AM 90 57 43 11 8 14 2 1 5 46 41 12 145 375 52 4 878 1 1 2 0 7:15 AM 90 59 45 12 8 18 2 2 5 47 40 12 161 383 63 6 921 1 2 4 0 7:30 AM 100 68 63 16 9 20 1 2 5 52 41 13 173 347 60 10 939 0 2 5 0 7:45 AM 100 63 84 17 10 21 0 2 3 52 36 12 165 319 54 15 907 0 2 6 0 8:00 AM 95 51 85 18 10 16 0 2 1 61 35 13 152 269 40 15 815 0 2 6 0 B - 4
Peak Hour Summary Mark Skaggs (206) 251-0300 116th Ave SE & SE 76th St 7:45 AM to 8:45 AM Tuesday, April 16, 2013 116th Ave SE 0 0 228 279 SE 76th St 157 69 2 Peds 0 4 0 224 4 8 0 0 90 Peds 0 Peds 3 0 102 1 3 0 11 Peds 0 SE 76th St 63 185 0 0 80 248 0 116th Ave SE Approach PHF HV% Volume EB 0.71 1.0% 102 WB 0.67 12.5% 8 NB 0.67 3.2% 248 SB 0.74 1.8% 228 Intersection 0.70 2.4% 586 Count Period: 7:00 AM to 9:00 AM B - 5
Total Vehicle Summary HV 1.8% PHF 0.74 In 228 157 Out 279 69 2 0 HV 12.5% PHF 0.67 Mark Skaggs (206) 251-0300 Out In 224 102 90 1 11 0 3 4 4 0 8 3 In Out 116th Ave SE & SE 76th St Tuesday, April 16, 2013 7:00 AM to 9:00 AM HV 1.0% PHF 0.71 15-Minute Interval Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 76th St SE 76th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 7:00 AM 8 30 1 0 0 5 30 0 18 0 4 1 1 0 2 0 99 0 0 0 0 7:15 AM 8 37 0 1 0 6 41 3 11 1 2 1 0 1 0 0 107 2 2 3 2 7:30 AM 17 28 0 0 1 7 33 1 11 0 3 0 0 0 2 0 102 0 0 0 0 7:45 AM 15 47 0 1 0 9 39 1 19 1 3 0 0 1 0 0 134 0 0 1 0 8:00 AM 13 44 0 3 0 13 31 1 28 0 2 0 0 1 1 0 133 0 0 0 0 8:15 AM 21 72 0 4 2 24 51 1 31 0 5 0 0 1 2 1 209 0 0 0 0 8:30 AM 14 22 0 0 0 23 36 1 12 0 1 1 0 1 1 0 110 0 0 2 0 8:45 AM 5 24 0 1 0 8 22 1 12 0 6 1 0 0 1 0 78 0 0 1 0 Total Survey 101 304 1 10 3 95 283 9 142 2 26 4 1 5 9 1 972 2 2 7 2 63 Out 80 0 185 0 In 248 3.2% 0.67 HV PHF Peak Hour Summary 7:45 AM to 8:45 AM Peak Hour Summary 7:45 AM to 8:45 AM By Approach Northbound Southbound Eastbound Westbound Pedestrians 116th Ave SE 116th Ave SE SE 76th St SE 76th St Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 248 80 328 8 228 279 507 4 102 224 326 1 8 3 11 1 586 0 0 3 0 %HV 3.2% 1.8% 1.0% 12.5% 2.4% PHF 0.67 0.74 0.71 0.67 0.70 Northbound Southbound Eastbound Westbound By 116th Ave SE 116th Ave SE SE 76th St SE 76th St Movement L T R Total L T R Total L T R Total L T R Total Total Volume 63 185 0 248 2 69 157 228 90 1 11 102 0 4 4 8 586 PHF 0.75 0.64 0.00 0.67 0.25 0.72 0.77 0.74 0.73 0.25 0.55 0.71 0.00 1.00 0.50 0.67 0.70 Rolling Hour Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 76th St SE 76th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 7:00 AM 48 142 1 2 1 27 143 5 59 2 12 2 1 2 4 0 442 2 2 4 2 7:15 AM 53 156 0 5 1 35 144 6 69 2 10 1 0 3 3 0 476 2 2 4 2 7:30 AM 66 191 0 8 3 53 154 4 89 1 13 0 0 3 5 1 578 0 0 1 0 7:45 AM 63 185 0 8 2 69 157 4 90 1 11 1 0 4 4 1 586 0 0 3 0 8:00 AM 53 162 0 8 2 68 140 4 83 0 14 2 0 3 5 1 530 0 0 3 0 B - 6
Peak Hour Summary Mark Skaggs (206) 251-0300 Coal Creek Pkwy & SE 72nd Pl 7:15 AM to 8:15 AM Tuesday, April 16, 2013 Coal Creek Pkwy 0 0 276 2120 29 221 26 SE 72nd Pl Peds 4 136 0 448 212 386 0 38 116 Peds 2 Peds 2 0 211 66 109 0 29 Peds 3 SE 72nd Pl 207 1868 17 288 2092 0 0 Coal Creek Pkwy Approach PHF HV% Volume EB 0.93 5.2% 211 WB 0.92 2.1% 386 NB 0.98 1.2% 2,092 SB 0.80 2.2% 276 Intersection 0.98 1.7% 2,965 Count Period: 7:00 AM to 9:00 AM B - 7
Total Vehicle Summary HV 2.2% PHF 0.80 In 276 29 Out 2,120 221 26 4 HV 2.1% PHF 0.92 Mark Skaggs (206) 251-0300 Out In 448 211 116 66 29 2 2 136 212 38 386 109 In Out Coal Creek Pkwy & SE 72nd Pl Tuesday, April 16, 2013 7:00 AM to 9:00 AM HV 5.2% PHF 0.93 207 1,868 17 15-Minute Interval Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 7:00 AM 45 428 3 8 9 22 6 3 35 13 13 1 5 51 31 2 661 0 0 0 0 7:15 AM 49 461 5 5 2 47 8 2 26 13 10 2 8 52 27 0 708 1 0 0 0 7:30 AM 51 476 2 10 6 56 6 2 24 24 6 3 13 51 41 4 756 1 0 0 1 7:45 AM 45 466 4 4 9 70 7 1 30 14 7 3 10 57 23 1 742 2 3 1 1 8:00 AM 62 465 6 6 9 48 8 1 36 15 6 3 7 52 45 3 759 0 0 1 0 8:15 AM 29 374 2 17 18 48 8 9 30 17 14 4 8 33 29 3 610 0 0 0 0 8:30 AM 46 413 2 5 13 51 15 5 26 18 16 2 4 30 38 5 672 0 0 0 0 8:45 AM 47 337 3 3 25 58 11 4 29 23 16 7 9 38 39 2 635 0 0 0 0 Total Survey 374 3,420 27 58 91 400 69 27 236 137 88 25 64 364 273 20 5,543 4 3 2 2 Out 288 3 In 2,092 1.2% 0.98 HV PHF Peak Hour Summary 7:15 AM to 8:15 AM Peak Hour Summary 7:15 AM to 8:15 AM By Approach Northbound Southbound Eastbound Westbound Pedestrians Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 2,092 288 2,380 25 276 2,120 2,396 6 211 448 659 11 386 109 495 8 2,965 4 3 2 2 %HV 1.2% 2.2% 5.2% 2.1% 1.7% PHF 0.98 0.80 0.93 0.92 0.98 Northbound Southbound Eastbound Westbound By Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Movement L T R Total L T R Total L T R Total L T R Total Total Volume 207 1,868 17 2,092 26 221 29 276 116 66 29 211 38 212 136 386 2,965 PHF 0.83 0.98 0.71 0.98 0.72 0.79 0.91 0.80 0.81 0.69 0.73 0.93 0.73 0.93 0.76 0.92 0.98 Rolling Hour Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 7:00 AM 190 1,831 14 27 26 195 27 8 115 64 36 9 36 211 122 7 2,867 4 3 1 2 7:15 AM 207 1,868 17 25 26 221 29 6 116 66 29 11 38 212 136 8 2,965 4 3 2 2 7:30 AM 187 1,781 14 37 42 222 29 13 120 70 33 13 38 193 138 11 2,867 3 3 2 2 7:45 AM 182 1,718 14 32 49 217 38 16 122 64 43 12 29 172 135 12 2,783 2 3 2 1 8:00 AM 184 1,589 13 31 65 205 42 19 121 73 52 16 28 153 151 13 2,676 0 0 1 0 B - 8
Peak Hour Summary Mark Skaggs (206) 251-0300 112th Ave SE & SE 68th St 7:15 AM to 8:15 AM Tuesday, April 16, 2013 112th Ave SE 0 0 86 497 2 84 Peds 0 494 0 495 0 1 Peds 0 Peds 3 0 85 0 Peds 0 SE 68th St 3 1 0 3 4 0 112th Ave SE Approach PHF HV% Volume EB 0.00 0.0% 0 WB 0.95 2.6% 495 NB 0.50 0.0% 4 SB 0.86 16.3% 86 Intersection 0.94 4.6% 585 Count Period: 7:00 AM to 9:00 AM B - 9
Total Vehicle Summary HV 16.3% PHF 0.86 In 86 Out 497 2 84 0 HV 2.6% PHF 0.95 Mark Skaggs (206) 251-0300 Out In 0 0 0 3 494 1 495 85 In Out 112th Ave SE & SE 68th St Tuesday, April 16, 2013 7:00 AM to 9:00 AM HV 0.0% PHF 0.00 15-Minute Interval Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 112th Ave SE 112th Ave SE SE 68th St SE 68th St Interval Crosswalk Time T R HV L T HV L R HV Total North South East West 7:00 AM 1 0 0 19 0 0 0 106 0 126 0 0 0 0 7:15 AM 2 0 0 23 1 6 0 130 6 156 0 0 0 0 7:30 AM 1 1 0 25 0 3 0 124 3 151 0 0 0 0 7:45 AM 0 0 0 16 0 4 0 121 2 137 0 0 3 0 8:00 AM 0 0 0 20 1 1 1 119 2 141 0 0 0 0 8:15 AM 0 1 0 24 0 7 0 90 6 115 0 0 0 0 8:30 AM 1 1 0 21 1 2 0 106 7 130 1 1 0 0 8:45 AM 0 1 0 16 0 4 0 66 2 83 0 0 3 0 Total Survey 5 4 0 164 3 27 1 862 28 1,039 1 1 6 0 Out 3 0 3 1 In 4 0.0% 0.50 HV PHF Peak Hour Summary 7:15 AM to 8:15 AM Peak Hour Summary 7:15 AM to 8:15 AM By Approach Northbound Southbound Eastbound Westbound Pedestrians 112th Ave SE 112th Ave SE SE 68th St SE 68th St Total Crosswalk In Out Total HV In Out Total HV In Out Total In Out Total HV North South East West Volume 4 3 7 0 86 497 583 14 0 0 0 495 85 580 13 585 0 0 3 0 %HV 0.0% 16.3% 0.0% 2.6% 4.6% PHF 0.50 0.86 0.00 0.95 0.94 Northbound Southbound Eastbound Westbound By 112th Ave SE 112th Ave SE SE 68th St SE 68th St Movement T R Total L T Total Total L R Total Total Volume 3 1 4 84 2 86 0 1 494 495 585 PHF 0.38 0.25 0.50 0.84 0.50 0.86 0.00 0.25 0.95 0.95 0.94 Rolling Hour Summary 7:00 AM to 9:00 AM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 112th Ave SE 112th Ave SE SE 68th St SE 68th St Interval Crosswalk Time T R HV L T HV L R HV Total North South East West 7:00 AM 4 1 0 83 1 13 0 481 11 570 0 0 3 0 7:15 AM 3 1 0 84 2 14 1 494 13 585 0 0 3 0 7:30 AM 1 2 0 85 1 15 1 454 13 544 0 0 3 0 7:45 AM 1 2 0 81 2 14 1 436 17 523 1 1 3 0 8:00 AM 1 3 0 81 2 14 1 381 17 469 1 1 3 0 B - 10
Peak Hour Summary Mark Skaggs (206) 251-0300 112th Ave SE & Lake Washington Blvd SE & SE 64th St 3:00 PM to 4:00 PM Tuesday, April 16, 2013 Lake Washington Blvd SE SE 64th St Out 3 In Out 240 254 1 110 118 11 HR R T L 4 In 6 HR 2 HL 0 BL 0 BR 0 Peds 0 Peds Lake Washington Blvd SE Out 170 In 118 58 L 15 T 44 R 0 Peds 0 Peds R 8 BR 1 T 11 1 HL L 0 In 20 Out 46 SE 64th St 0 Peds L BL T R 49 0 184 18 Out 162 In 251 112th Ave SE Intersection NB SB EB WB SEB Volume 635 251 240 118 20 6 HV% 4.3% 6.4% 1.7% 3.4% 10.0% 16.7% PHF 0.87 0.83 0.77 0.80 0.71 0.50 Count Period: 2:00 PM to 4:00 PM B - 11
Total Vehicle Summary Mark Skaggs (206) 251-0300 112th Ave SE & Lake Washington Blvd SE & SE 64th St Tuesday, April 16, 2013 2:00 PM to 4:00 PM 15-Minute Interval Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Southeastbound Pedestrians Start 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Interval Crosswalk Time L BL T R HV L T R HR HV HL L T R HV L T BR R HV HL BL BR HR HV Total North South East West NE NW SE SW 14:00 12 0 12 0 3 4 22 21 0 3 0 16 6 9 0 0 3 0 2 0 0 0 1 0 0 108 14:15 10 0 20 0 2 4 27 15 0 2 0 13 7 9 0 0 4 0 4 1 0 0 0 0 0 113 14:30 9 0 34 0 3 10 29 25 0 1 0 10 7 9 1 0 3 0 1 0 0 0 0 0 0 137 14:45 5 0 24 0 2 6 29 18 0 0 0 20 6 6 2 0 1 0 6 0 0 0 0 0 0 121 15:00 10 0 44 2 1 4 24 21 0 3 1 16 2 18 1 0 5 0 2 1 1 0 0 0 1 150 15:15 16 0 48 7 8 1 28 23 0 1 0 18 5 12 2 0 3 0 2 0 3 0 0 0 0 166 15:30 13 0 57 6 4 2 37 39 0 0 0 14 5 4 1 0 3 0 2 0 0 0 0 0 0 182 15:45 10 0 35 3 3 4 29 27 1 0 0 10 3 10 0 0 0 1 2 1 0 2 0 0 0 137 Total Survey 85 0 274 18 26 35 225 189 1 10 1 117 41 77 7 0 22 1 21 3 4 2 1 0 1 1,114 0 0 0 0 0 0 0 0 Peak Hour Summary 3:00 PM to 4:00 PM Northbound Southbound Eastbound Westbound Southeastbound Pedestrians By Approach 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Total Crosswalk Approach Approach Approach Approach Approach West NE HV HV HV HV HV North South East NW SE SW In 251 16 240 4 118 4 20 2 6 1 635 0 0 0 0 0 0 0 0 Out 162 254 170 46 3 Total 413 494 288 66 9 %HV 6.4% 1.7% 3.4% 10.0% 16.7% 4.3% PHF 0.83 0.77 0.80 0.71 0.50 0.87 orthboun Southbound Eastbound Westbound Southeastbound By 2th Ave Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Total Movement L BL T R Total L T R HR Total HL L T R Total L T BR R Total HL BL BR HR Total Volume 49 0 184 18 251 11 118 110 1 240 1 58 15 44 118 0 11 1 8 20 4 2 0 0 6 635 PHF 0.77 0.00 0.81 0.64 0.83 0.69 0.80 0.71 0.25 0.77 0.25 0.81 0.75 0.61 0.80 0.00 0.55 0.25 1.00 0.71 0.33 0.25 0.00 0.00 0.50 0.87 Rolling Hour Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Southeastbound Pedestrians Start 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Interval Crosswalk Time BL T T R HR L T R BR BL BR HR Total West NE L R HV L HV HL HV L T R HV HL HV North South East NW SE SW 14:00 36 0 90 0 10 24 107 79 0 6 0 59 26 33 3 0 11 0 13 1 0 0 1 0 0 479 14:15 34 0 122 2 8 24 109 79 0 6 1 59 22 42 4 0 13 0 13 2 1 0 0 0 1 521 14:30 40 0 150 9 14 21 110 87 0 5 1 64 20 45 6 0 12 0 11 1 4 0 0 0 1 574 14:45 44 0 173 15 15 13 118 101 0 4 1 68 18 40 6 0 12 0 12 1 4 0 0 0 1 619 15:00 49 0 184 18 16 11 118 110 1 4 1 58 15 44 4 0 11 1 8 2 4 2 0 0 1 635 B - 12
Peak Hour Summary Mark Skaggs (206) 251-0300 116th Ave SE & SE 68th St 3:00 PM to 4:00 PM Tuesday, April 16, 2013 116th Ave SE 0 0 43 38 SE 68th St 3 27 13 Peds 0 12 0 181 133 293 0 148 2 Peds 1 Peds 3 0 168 125 276 0 41 Peds 1 SE 68th St 45 24 138 0 216 207 0 116th Ave SE Approach PHF HV% Volume EB 0.84 3.0% 168 WB 0.85 3.4% 293 NB 0.66 5.8% 207 SB 0.67 2.3% 43 Intersection 0.88 3.9% 711 Count Period: 2:00 PM to 4:00 PM B - 13
Total Vehicle Summary HV 2.3% PHF 0.67 In 43 3 Out 38 27 13 0 HV 3.4% PHF 0.85 Mark Skaggs (206) 251-0300 Out In 181 168 2 125 41 1 3 12 133 148 293 276 In Out 116th Ave SE & SE 68th St Tuesday, April 16, 2013 2:00 PM to 4:00 PM HV 3.0% PHF 0.84 15-Minute Interval Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 68th St SE 68th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 2:00 PM 4 3 16 0 0 1 1 0 1 31 1 2 20 21 4 3 103 0 2 0 1 2:15 PM 7 1 13 0 2 2 0 0 1 21 9 1 19 27 3 1 105 0 0 1 0 2:30 PM 8 2 27 4 3 3 1 0 1 34 10 1 20 41 4 3 154 0 0 1 1 2:45 PM 10 3 30 2 1 8 0 1 1 38 5 2 26 29 6 2 157 0 0 0 0 3:00 PM 9 3 24 2 3 8 0 1 0 37 13 1 31 31 3 3 162 0 0 0 0 3:15 PM 21 11 46 9 0 7 2 0 1 34 8 1 45 25 3 2 203 0 1 3 1 3:30 PM 10 8 35 0 3 3 1 0 1 20 12 3 20 47 2 3 162 0 0 0 0 3:45 PM 5 2 33 1 7 9 0 0 0 34 8 0 52 30 4 2 184 0 0 0 0 Total Survey 74 33 224 18 19 41 5 2 6 249 66 11 233 251 29 19 1,230 0 3 5 3 45 Out 216 1 24 138 In 207 5.8% 0.66 HV PHF Peak Hour Summary 3:00 PM to 4:00 PM Peak Hour Summary 3:00 PM to 4:00 PM By Approach Northbound Southbound Eastbound Westbound Pedestrians 116th Ave SE 116th Ave SE SE 68th St SE 68th St Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 207 216 423 12 43 38 81 1 168 181 349 5 293 276 569 10 711 0 1 3 1 %HV 5.8% 2.3% 3.0% 3.4% 3.9% PHF 0.66 0.67 0.84 0.85 0.88 Northbound Southbound Eastbound Westbound By 116th Ave SE 116th Ave SE SE 68th St SE 68th St Movement L T R Total L T R Total L T R Total L T R Total Total Volume 45 24 138 207 13 27 3 43 2 125 41 168 148 133 12 293 711 PHF 0.54 0.55 0.75 0.66 0.46 0.75 0.38 0.67 0.50 0.84 0.79 0.84 0.71 0.71 0.75 0.85 0.88 Rolling Hour Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 68th St SE 68th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 2:00 PM 29 9 86 6 6 14 2 1 4 124 25 6 85 118 17 9 519 0 2 2 2 2:15 PM 34 9 94 8 9 21 1 2 3 130 37 5 96 128 16 9 578 0 0 2 1 2:30 PM 48 19 127 17 7 26 3 2 3 143 36 5 122 126 16 10 676 0 1 4 2 2:45 PM 50 25 135 13 7 26 3 2 3 129 38 7 122 132 14 10 684 0 1 3 1 3:00 PM 45 24 138 12 13 27 3 1 2 125 41 5 148 133 12 10 711 0 1 3 1 B - 14
Peak Hour Summary Mark Skaggs (206) 251-0300 116th Ave SE & SE 76th St 3:00 PM to 4:00 PM Tuesday, April 16, 2013 116th Ave SE 0 0 229 180 SE 76th St 112 110 7 Peds 0 5 0 147 2 8 0 1 107 Peds 0 Peds 8 0 132 0 8 0 25 Peds 0 SE 76th St 33 68 1 0 136 102 0 116th Ave SE Approach PHF HV% Volume EB 0.89 0.0% 132 WB 0.40 0.0% 8 NB 0.77 2.0% 102 SB 0.65 2.2% 229 Intersection 0.82 1.5% 471 Count Period: 2:00 PM to 4:00 PM B - 15
Total Vehicle Summary HV 2.2% PHF 0.65 In 229 112 Out 180 110 7 0 HV 0.0% PHF 0.40 Mark Skaggs (206) 251-0300 Out In 147 132 107 0 25 0 8 5 2 1 8 8 In Out 116th Ave SE & SE 76th St Tuesday, April 16, 2013 2:00 PM to 4:00 PM HV 0.0% PHF 0.89 15-Minute Interval Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 76th St SE 76th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 2:00 PM 8 9 0 0 1 11 15 0 12 0 5 0 0 0 0 0 61 0 0 2 0 2:15 PM 2 8 0 2 0 13 17 0 14 0 10 0 0 0 1 0 65 0 1 4 0 2:30 PM 4 19 0 3 0 18 12 1 18 0 11 1 0 0 1 1 83 0 0 2 0 2:45 PM 10 26 0 3 1 16 21 2 23 0 6 0 0 1 1 0 105 0 1 2 0 3:00 PM 8 24 1 1 1 15 21 1 33 0 4 0 0 1 4 0 112 0 0 1 0 3:15 PM 10 13 0 0 3 40 45 1 23 0 7 0 1 0 1 0 143 0 0 5 0 3:30 PM 9 16 0 0 1 21 18 2 28 0 7 0 0 0 0 0 100 0 0 0 0 3:45 PM 6 15 0 1 2 34 28 1 23 0 7 0 0 1 0 0 116 0 0 2 0 Total Survey 57 130 1 10 9 168 177 8 174 0 57 1 1 3 8 1 785 0 2 18 0 33 Out 136 0 68 1 In 102 2.0% 0.77 HV PHF Peak Hour Summary 3:00 PM to 4:00 PM Peak Hour Summary 3:00 PM to 4:00 PM By Approach Northbound Southbound Eastbound Westbound Pedestrians 116th Ave SE 116th Ave SE SE 76th St SE 76th St Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 102 136 238 2 229 180 409 5 132 147 279 0 8 8 16 0 471 0 0 8 0 %HV 2.0% 2.2% 0.0% 0.0% 1.5% PHF 0.77 0.65 0.89 0.40 0.82 Northbound Southbound Eastbound Westbound By 116th Ave SE 116th Ave SE SE 76th St SE 76th St Movement L T R Total L T R Total L T R Total L T R Total Total Volume 33 68 1 102 7 110 112 229 107 0 25 132 1 2 5 8 471 PHF 0.83 0.71 0.25 0.77 0.58 0.69 0.62 0.65 0.81 0.00 0.89 0.89 0.25 0.50 0.31 0.40 0.82 Rolling Hour Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 76th St SE 76th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 2:00 PM 24 62 0 8 2 58 65 3 67 0 32 1 0 1 3 1 314 0 2 10 0 2:15 PM 24 77 1 9 2 62 71 4 88 0 31 1 0 2 7 1 365 0 2 9 0 2:30 PM 32 82 1 7 5 89 99 5 97 0 28 1 1 2 7 1 443 0 1 10 0 2:45 PM 37 79 1 4 6 92 105 6 107 0 24 0 1 2 6 0 460 0 1 8 0 3:00 PM 33 68 1 2 7 110 112 5 107 0 25 0 1 2 5 0 471 0 0 8 0 B - 16
Peak Hour Summary Mark Skaggs (206) 251-0300 Coal Creek Pkwy & SE 72nd Pl 3:00 PM to 4:00 PM Tuesday, April 16, 2013 Coal Creek Pkwy 0 0 1305 734 120 1078 107 SE 72nd Pl Peds 9 120 0 374 130 303 0 53 135 Peds 1 Peds 2 0 360 115 242 0 110 Peds 8 SE 72nd Pl 124 479 20 1241 623 0 0 Coal Creek Pkwy Approach PHF HV% Volume EB 0.91 3.1% 360 WB 0.88 2.0% 303 NB 0.90 1.8% 623 SB 0.82 1.8% 1,305 Intersection 0.88 2.0% 2,591 Count Period: 2:00 PM to 4:00 PM B - 17
Total Vehicle Summary HV 1.8% PHF 0.82 In Out 1,305 734 120 1,078 107 9 HV 2.0% PHF 0.88 Mark Skaggs (206) 251-0300 Out In 374 360 135 115 110 1 2 120 130 53 303 242 In Out Coal Creek Pkwy & SE 72nd Pl Tuesday, April 16, 2013 2:00 PM to 4:00 PM HV 3.1% PHF 0.91 15-Minute Interval Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 2:00 PM 17 100 6 2 10 141 31 3 26 28 25 1 11 21 18 5 434 0 1 1 1 2:15 PM 31 113 4 1 24 164 16 1 25 25 15 1 6 26 18 3 467 1 1 0 0 2:30 PM 32 129 8 2 23 185 24 4 45 16 16 4 11 17 32 4 538 0 2 0 2 2:45 PM 24 110 3 2 34 218 30 8 37 24 23 4 25 38 19 2 585 0 4 0 2 3:00 PM 30 117 5 3 18 226 23 2 34 18 23 2 11 28 28 2 561 3 3 0 0 3:15 PM 32 119 4 1 28 243 34 8 34 28 35 4 17 37 28 1 639 0 1 0 0 3:30 PM 32 107 4 4 25 282 28 11 31 30 28 2 17 39 30 2 653 1 2 1 1 3:45 PM 30 136 7 3 36 327 35 3 36 39 24 3 8 26 34 1 738 5 2 1 0 Total Survey 228 931 41 18 198 1,786 221 40 268 208 189 21 106 232 207 20 4,615 10 16 3 6 124 Out 1,241 8 479 20 In 623 1.8% 0.90 HV PHF Peak Hour Summary 3:00 PM to 4:00 PM Peak Hour Summary 3:00 PM to 4:00 PM By Approach Northbound Southbound Eastbound Westbound Pedestrians Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 623 1,241 1,864 11 1,305 734 2,039 24 360 374 734 11 303 242 545 6 2,591 9 8 2 1 %HV 1.8% 1.8% 3.1% 2.0% 2.0% PHF 0.90 0.82 0.91 0.88 0.88 Northbound Southbound Eastbound Westbound By Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Movement L T R Total L T R Total L T R Total L T R Total Total Volume 124 479 20 623 107 1,078 120 1,305 135 115 110 360 53 130 120 303 2,591 PHF 0.97 0.88 0.71 0.90 0.74 0.82 0.86 0.82 0.94 0.74 0.79 0.91 0.78 0.83 0.88 0.88 0.88 Rolling Hour Summary 2:00 PM to 4:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 2:00 PM 104 452 21 7 91 708 101 16 133 93 79 10 53 102 87 14 2,024 1 8 1 5 2:15 PM 117 469 20 8 99 793 93 15 141 83 77 11 53 109 97 11 2,151 4 10 0 4 2:30 PM 118 475 20 8 103 872 111 22 150 86 97 14 64 120 107 9 2,323 3 10 0 4 2:45 PM 118 453 16 10 105 969 115 29 136 100 109 12 70 142 105 7 2,438 4 10 1 3 3:00 PM 124 479 20 11 107 1,078 120 24 135 115 110 11 53 130 120 6 2,591 9 8 2 1 B - 18
Peak Hour Summary Mark Skaggs (206) 251-0300 112th Ave SE & Lake Washington Blvd SE & SE 64th St 5:00 PM to 6:00 PM Tuesday, April 16, 2013 Lake Washington Blvd SE SE 64th St Out 2 In Out 369 196 1 182 170 16 HR R T L 0 In 1 HR 0 HL 0 BL 1 BR 0 Peds 0 Peds Lake Washington Blvd SE Out 246 In 177 80 L 29 T 67 R 0 Peds 0 Peds R 14 BR 0 T 13 1 HL L 0 In 27 Out 49 SE 64th St 0 Peds L BL T R 50 0 102 4 Out 237 In 156 112th Ave SE Intersection NB SB EB WB SEB Volume 730 156 369 177 27 1 HV% 0.7% 0.6% 1.1% 0.0% 0.0% 0.0% PHF 0.95 0.85 0.87 0.92 0.84 0.25 Count Period: 4:00 PM to 6:00 PM B - 19
Total Vehicle Summary Mark Skaggs (206) 251-0300 112th Ave SE & Lake Washington Blvd SE & SE 64th St Tuesday, April 16, 2013 4:00 PM to 6:00 PM 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Southeastbound Pedestrians Start 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Interval Crosswalk Time L BL T R HV L T R HR HV HL L T R HV L T BR R HV HL BL BR HR HV Total North South East West NE NW SE SW 16:00 14 0 17 7 0 4 18 19 0 0 0 16 5 10 0 0 4 1 3 1 0 0 0 0 0 118 16:15 5 0 22 4 1 2 41 44 1 1 0 21 5 11 0 0 4 0 3 0 0 0 0 0 0 163 16:30 16 0 9 5 0 7 31 39 1 0 0 20 5 10 0 0 4 0 0 0 0 0 0 0 0 147 16:45 10 0 22 8 0 4 38 39 0 0 0 23 7 9 0 0 2 0 0 0 0 0 0 0 0 162 17:00 14 0 30 2 0 4 37 38 1 0 0 16 8 21 0 0 3 0 4 0 0 0 0 0 0 178 17:15 8 0 26 2 1 4 37 52 0 2 1 21 10 16 0 0 5 0 3 0 0 0 0 0 0 185 17:30 15 0 18 0 0 3 52 51 0 0 0 27 6 13 0 0 3 0 4 0 0 0 0 0 0 192 17:45 13 0 28 0 0 5 44 41 0 2 0 16 5 17 0 0 2 0 3 0 0 0 0 1 0 175 Total Survey 95 0 172 28 2 33 298 323 3 5 1 160 51 107 0 0 27 1 20 1 0 0 0 1 0 1,320 0 0 0 0 0 0 0 0 Peak Hour Summary 5:00 PM to 6:00 PM Northbound Southbound Eastbound Westbound Southeastbound Pedestrians By Approach 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Total Crosswalk Approach Approach Approach Approach Approach West NE HV HV HV HV HV North South East NW SE SW In 156 1 369 4 177 0 27 0 1 0 730 0 0 0 0 0 0 0 0 Out 237 196 246 49 2 Total 393 565 423 76 3 %HV 0.6% 1.1% 0.0% 0.0% 0.0% 0.7% PHF 0.85 0.87 0.92 0.84 0.25 0.95 orthboun Southbound Eastbound Westbound Southeastbound By 2th Ave Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Total Movement L BL T R Total L T R HR Total HL L T R Total L T BR R Total HL BL BR HR Total Volume 50 0 102 4 156 16 170 182 1 369 1 80 29 67 177 0 13 0 14 27 0 0 0 1 1 730 PHF 0.83 0.00 0.85 0.50 0.85 0.80 0.82 0.88 0.25 0.87 0.25 0.74 0.73 0.80 0.92 0.00 0.65 0.00 0.88 0.84 0.00 0.00 0.00 0.25 0.25 0.95 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Southeastbound Pedestrians Start 112th Ave SE Lake Washington Blvd SE Lake Washington Blvd SE SE 64th St SE 64th St Interval Crosswalk Time BL T T R HR L T R BR BL BR HR Total West NE L R HV L HV HL HV L T R HV HL HV North South East NW SE SW 16:00 45 0 70 24 1 17 128 141 2 1 0 80 22 40 0 0 14 1 6 1 0 0 0 0 0 590 16:15 45 0 83 19 1 17 147 160 3 1 0 80 25 51 0 0 13 0 7 0 0 0 0 0 0 650 16:30 48 0 87 17 1 19 143 168 2 2 1 80 30 56 0 0 14 0 7 0 0 0 0 0 0 672 16:45 47 0 96 12 1 15 164 180 1 2 1 87 31 59 0 0 13 0 11 0 0 0 0 0 0 717 17:00 50 0 102 4 1 16 170 182 1 4 1 80 29 67 0 0 13 0 14 0 0 0 0 1 0 730 B - 20
Peak Hour Summary Mark Skaggs (206) 251-0300 116th Ave SE & SE 68th St 5:00 PM to 6:00 PM Tuesday, April 16, 2013 116th Ave SE 0 0 77 48 SE 68th St 2 56 19 Peds 3 21 0 171 140 336 0 175 1 Peds 1 Peds 3 0 222 160 350 0 61 Peds 2 SE 68th St 29 26 171 0 292 226 0 116th Ave SE Approach PHF HV% Volume EB 0.84 0.5% 222 WB 0.94 0.6% 336 NB 0.93 0.0% 226 SB 0.77 0.0% 77 Intersection 0.91 0.3% 861 Count Period: 4:00 PM to 6:00 PM B - 21
Total Vehicle Summary HV 0.0% PHF 0.77 In 77 2 Out 48 56 19 3 HV 0.6% PHF 0.94 Mark Skaggs (206) 251-0300 Out In 171 222 1 160 61 1 3 21 140 175 336 350 In Out 116th Ave SE & SE 68th St Tuesday, April 16, 2013 4:00 PM to 6:00 PM HV 0.5% PHF 0.84 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 68th St SE 68th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 4:00 PM 4 2 28 0 7 13 2 0 0 33 9 0 31 29 4 0 162 0 0 0 0 4:15 PM 8 3 32 0 4 7 1 0 3 47 4 0 38 22 4 1 173 0 0 0 0 4:30 PM 1 4 45 2 6 8 0 1 0 37 9 2 36 27 4 0 177 0 0 9 0 4:45 PM 6 3 28 0 3 6 1 0 1 33 11 0 40 32 6 0 170 0 0 0 0 5:00 PM 12 3 33 0 5 10 0 0 0 46 13 0 44 41 4 1 211 1 0 0 0 5:15 PM 3 9 49 0 6 10 0 0 0 28 15 0 43 30 4 1 197 1 0 2 1 5:30 PM 5 7 48 0 5 19 1 0 1 46 19 0 49 31 5 0 236 0 0 1 0 5:45 PM 9 7 41 0 3 17 1 0 0 40 14 1 39 38 8 0 217 1 2 0 0 Total Survey 48 38 304 2 39 90 6 1 5 310 94 3 320 250 39 3 1,543 3 2 12 1 29 Out 292 2 26 171 In 226 0.0% 0.93 HV PHF Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 5:00 PM to 6:00 PM By Approach Northbound Southbound Eastbound Westbound Pedestrians 116th Ave SE 116th Ave SE SE 68th St SE 68th St Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 226 292 518 0 77 48 125 0 222 171 393 1 336 350 686 2 861 3 2 3 1 %HV 0.0% 0.0% 0.5% 0.6% 0.3% PHF 0.93 0.77 0.84 0.94 0.91 Northbound Southbound Eastbound Westbound By 116th Ave SE 116th Ave SE SE 68th St SE 68th St Movement L T R Total L T R Total L T R Total L T R Total Total Volume 29 26 171 226 19 56 2 77 1 160 61 222 175 140 21 336 861 PHF 0.60 0.72 0.87 0.93 0.79 0.74 0.50 0.77 0.25 0.87 0.80 0.84 0.89 0.85 0.66 0.94 0.91 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 68th St SE 68th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 4:00 PM 19 12 133 2 20 34 4 1 4 150 33 2 145 110 18 1 682 0 0 9 0 4:15 PM 27 13 138 2 18 31 2 1 4 163 37 2 158 122 18 2 731 1 0 9 0 4:30 PM 22 19 155 2 20 34 1 1 1 144 48 2 163 130 18 2 755 2 0 11 1 4:45 PM 26 22 158 0 19 45 2 0 2 153 58 0 176 134 19 2 814 2 0 3 1 5:00 PM 29 26 171 0 19 56 2 0 1 160 61 1 175 140 21 2 861 3 2 3 1 B - 22
Peak Hour Summary Mark Skaggs (206) 251-0300 116th Ave SE & SE 76th St 5:00 PM to 6:00 PM Tuesday, April 16, 2013 116th Ave SE 0 0 274 218 SE 76th St 122 152 0 Peds 0 3 0 150 1 6 0 2 141 Peds 1 Peds 14 0 185 2 3 0 42 Peds 5 SE 76th St 27 74 1 0 196 102 0 116th Ave SE Approach PHF HV% Volume EB 0.98 0.0% 185 WB 0.50 0.0% 6 NB 0.77 0.0% 102 SB 0.84 0.7% 274 Intersection 0.86 0.4% 567 Count Period: 4:00 PM to 6:00 PM B - 23
Total Vehicle Summary HV 0.7% PHF 0.84 In 274 122 Out 218 152 0 0 HV 0.0% PHF 0.50 Mark Skaggs (206) 251-0300 Out In 150 185 141 2 42 1 14 3 1 2 6 3 In Out 116th Ave SE & SE 76th St Tuesday, April 16, 2013 4:00 PM to 6:00 PM HV 0.0% PHF 0.98 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 76th St SE 76th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 4:00 PM 3 8 1 1 1 31 22 0 24 0 13 0 1 0 0 0 104 0 0 0 0 4:15 PM 9 19 0 1 0 24 34 0 22 2 9 0 0 0 0 0 119 0 0 0 0 4:30 PM 9 14 0 2 1 25 28 0 35 0 9 0 0 1 0 1 122 0 0 1 0 4:45 PM 5 14 0 0 0 34 22 0 18 0 1 0 0 0 1 0 95 0 0 0 0 5:00 PM 5 13 0 0 0 35 25 2 35 2 8 0 1 0 1 0 125 0 0 0 0 5:15 PM 6 20 0 0 0 31 30 0 37 0 10 0 0 0 0 0 134 0 1 3 1 5:30 PM 11 21 1 0 0 45 37 0 35 0 12 0 0 1 2 0 165 0 1 6 0 5:45 PM 5 20 0 0 0 41 30 0 34 0 12 0 1 0 0 0 143 0 3 5 0 Total Survey 53 129 2 4 2 266 228 2 240 4 74 0 3 2 4 1 1,007 0 5 15 1 27 Out 196 5 74 1 In 102 0.0% 0.77 HV PHF Peak Hour Summary 5:00 PM to 6:00 PM Peak Hour Summary 5:00 PM to 6:00 PM By Approach Northbound Southbound Eastbound Westbound Pedestrians 116th Ave SE 116th Ave SE SE 76th St SE 76th St Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 102 196 298 0 274 218 492 2 185 150 335 0 6 3 9 0 567 0 5 14 1 %HV 0.0% 0.7% 0.0% 0.0% 0.4% PHF 0.77 0.84 0.98 0.50 0.86 Northbound Southbound Eastbound Westbound By 116th Ave SE 116th Ave SE SE 76th St SE 76th St Movement L T R Total L T R Total L T R Total L T R Total Total Volume 27 74 1 102 0 152 122 274 141 2 42 185 2 1 3 6 567 PHF 0.61 0.88 0.25 0.77 0.00 0.84 0.82 0.84 0.95 0.25 0.88 0.98 0.50 0.25 0.38 0.50 0.86 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start 116th Ave SE 116th Ave SE SE 76th St SE 76th St Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 4:00 PM 26 55 1 4 2 114 106 0 99 2 32 0 1 1 1 1 440 0 0 1 0 4:15 PM 28 60 0 3 1 118 109 2 110 4 27 0 1 1 2 1 461 0 0 1 0 4:30 PM 25 61 0 2 1 125 105 2 125 2 28 0 1 1 2 1 476 0 1 4 1 4:45 PM 27 68 1 0 0 145 114 2 125 2 31 0 1 1 4 0 519 0 2 9 1 5:00 PM 27 74 1 0 0 152 122 2 141 2 42 0 2 1 3 0 567 0 5 14 1 B - 24
Peak Hour Summary Mark Skaggs (206) 251-0300 Coal Creek Pkwy & SE 72nd Pl 4:45 PM to 5:45 PM Tuesday, April 16, 2013 Coal Creek Pkwy 0 0 1684 684 110 1493 81 SE 72nd Pl Peds 10 94 0 425 195 364 0 75 152 Peds 2 Peds 4 0 488 165 271 0 171 Peds 7 SE 72nd Pl 120 438 25 1739 583 0 0 Coal Creek Pkwy Approach PHF HV% Volume EB 0.92 2.0% 488 WB 0.89 1.4% 364 NB 0.95 1.5% 583 SB 0.93 1.1% 1,684 Intersection 0.95 1.4% 3,119 Count Period: 4:00 PM to 6:00 PM B - 25
Total Vehicle Summary HV 1.1% PHF 0.93 In Out 1,684 684 110 1,493 81 10 HV 1.4% PHF 0.89 Mark Skaggs (206) 251-0300 Out In 425 488 152 165 171 2 4 94 195 75 364 271 In Out Coal Creek Pkwy & SE 72nd Pl Tuesday, April 16, 2013 4:00 PM to 6:00 PM HV 2.0% PHF 0.92 15-Minute Interval Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 4:00 PM 23 98 8 0 26 296 32 3 38 54 25 1 20 28 31 2 679 0 1 0 0 4:15 PM 33 136 4 4 27 350 37 3 49 31 54 2 17 49 21 3 808 0 0 0 2 4:30 PM 35 102 5 0 41 372 32 3 31 47 23 3 24 41 14 0 767 0 1 0 0 4:45 PM 33 112 6 2 25 371 26 8 33 47 53 4 11 47 23 1 787 3 2 0 0 5:00 PM 38 109 6 4 19 311 33 2 48 34 39 2 23 42 25 2 727 2 2 3 1 5:15 PM 26 91 8 1 15 406 23 6 36 35 41 2 26 55 21 1 783 4 1 0 1 5:30 PM 23 126 5 2 22 405 28 3 35 49 38 2 15 51 25 1 822 1 2 1 0 5:45 PM 23 69 3 1 19 349 39 1 47 40 50 2 15 49 33 1 736 4 0 0 1 Total Survey 234 843 45 14 194 2,860 250 29 317 337 323 18 151 362 193 11 6,109 14 9 4 5 120 Out 1,739 7 438 25 In 583 1.5% 0.95 HV PHF Peak Hour Summary 4:45 PM to 5:45 PM Peak Hour Summary 4:45 PM to 5:45 PM By Approach Northbound Southbound Eastbound Westbound Pedestrians Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Total Crosswalk In Out Total HV In Out Total HV In Out Total HV In Out Total HV North South East West Volume 583 1,739 2,322 9 1,684 684 2,368 19 488 425 913 10 364 271 635 5 3,119 10 7 4 2 %HV 1.5% 1.1% 2.0% 1.4% 1.4% PHF 0.95 0.93 0.92 0.89 0.95 Northbound Southbound Eastbound Westbound By Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Movement L T R Total L T R Total L T R Total L T R Total Total Volume 120 438 25 583 81 1,493 110 1,684 152 165 171 488 75 195 94 364 3,119 PHF 0.79 0.87 0.78 0.95 0.81 0.92 0.83 0.93 0.79 0.84 0.81 0.92 0.72 0.89 0.94 0.89 0.95 Rolling Hour Summary 4:00 PM to 6:00 PM Interval Northbound Southbound Eastbound Westbound Pedestrians Start Coal Creek Pkwy Coal Creek Pkwy SE 72nd Pl SE 72nd Pl Interval Crosswalk Time L T R HV L T R HV L T R HV L T R HV Total North South East West 4:00 PM 124 448 23 6 119 1,389 127 17 151 179 155 10 72 165 89 6 3,041 3 4 0 2 4:15 PM 139 459 21 10 112 1,404 128 16 161 159 169 11 75 179 83 6 3,089 5 5 3 3 4:30 PM 132 414 25 7 100 1,460 114 19 148 163 156 11 84 185 83 4 3,064 9 6 3 2 4:45 PM 120 438 25 9 81 1,493 110 19 152 165 171 10 75 195 94 5 3,119 10 7 4 2 5:00 PM 110 395 22 8 75 1,471 123 12 166 158 168 8 79 197 104 5 3,068 11 5 4 3 B - 26
Percent 1.5% 74.1% 14.2% 0.4% 4.7% 1.0% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 3.6% AM Peak 08:00 10:00 08:00 06:00 07:00 06:00 07:00 08:00 08:00 Vol. 3 92 21 2 10 3 1 3 12 PM Peak 17:00 18:00 16:00 12:00 13:00 12:00 17:00 20:00 15:00 Vol. 5 214 36 1 16 4 2 1 15 Page 1 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206-251-0300 Site Code: A SE 68TH ST E/O 112TH AVE SE EB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Tue Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 04/16/13 0 18 5 0 0 0 0 0 0 0 0 0 0 0 23 01:00 0 3 1 0 0 0 0 0 0 0 0 0 0 0 4 02:00 1 3 0 0 0 0 0 0 0 0 0 0 0 1 5 03:00 0 6 2 0 0 0 0 0 0 0 0 0 0 0 8 04:00 0 4 1 1 0 0 0 0 0 0 0 0 0 0 6 05:00 0 11 3 0 1 0 0 0 0 0 0 0 0 0 15 06:00 1 26 5 2 2 3 0 0 0 0 0 0 0 0 39 07:00 2 67 11 1 10 3 0 1 0 0 0 0 0 6 101 08:00 3 46 21 2 8 2 0 1 3 0 0 0 0 12 98 09:00 2 54 14 1 7 2 0 0 0 0 0 0 0 7 87 10:00 2 92 12 0 8 0 0 1 0 0 0 0 0 4 119 11:00 3 91 18 1 7 0 0 1 0 0 0 0 0 2 123 12 PM 0 105 25 1 9 4 0 1 0 0 0 0 0 1 146 13:00 1 103 16 1 16 1 0 0 0 0 0 0 0 4 142 14:00 3 109 23 1 7 2 0 1 0 0 0 0 0 5 151 15:00 4 116 30 0 7 4 0 0 0 0 0 0 0 15 176 16:00 3 130 36 0 9 1 0 0 0 0 0 0 0 3 182 17:00 5 193 24 0 4 0 0 2 0 0 0 0 0 11 239 18:00 4 214 30 0 8 3 0 0 0 0 0 0 0 12 271 19:00 1 166 32 0 7 1 0 0 0 0 0 0 0 2 209 20:00 2 112 15 0 4 0 0 0 0 1 0 0 0 2 136 21:00 0 97 15 0 1 0 0 0 0 0 0 0 0 1 114 22:00 0 38 7 0 1 0 0 0 0 0 0 0 0 0 46 23:00 0 31 7 0 0 0 0 0 0 0 0 0 0 0 38 Grand Total 37 1835 353 11 116 26 0 8 3 1 0 0 0 88 2478 Percent 1.5% 74.1% 14.2% 0.4% 4.7% 1.0% 0.0% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 3.6% B - 27
Percent 1.4% 73.5% 15.6% 0.6% 4.3% 0.4% 0.1% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 3.6% AM Peak 08:00 07:00 07:00 08:00 07:00 08:00 07:00 08:00 09:00 Vol. 6 376 73 6 28 3 1 3 22 PM Peak 15:00 15:00 15:00 15:00 13:00 12:00 14:00 12:00 12:00 12:00 Vol. 5 126 31 5 15 1 2 3 1 12 Page 2 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206-251-0300 Site Code: A SE 68TH ST E/O 112TH AVE SE WB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Not Tue Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Classed Total 04/16/13 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 2 1 0 0 0 0 0 0 0 0 0 0 0 3 03:00 0 3 2 0 0 0 0 0 0 0 0 0 0 0 5 04:00 0 14 8 0 0 0 0 0 0 0 0 0 0 0 22 05:00 1 65 16 0 5 0 0 0 0 0 0 0 0 0 87 06:00 2 260 35 1 10 0 0 0 0 0 0 0 0 2 310 07:00 5 376 73 0 28 2 0 1 0 0 0 0 0 13 498 08:00 6 304 53 6 12 3 0 0 3 0 0 0 0 18 405 09:00 5 191 44 0 11 3 0 1 0 0 0 0 0 22 277 10:00 2 128 25 1 4 0 0 0 0 0 0 0 0 5 165 11:00 1 104 34 0 7 2 0 1 0 0 0 0 0 4 153 12 PM 3 112 23 0 8 1 0 3 1 0 0 0 0 12 163 13:00 1 55 18 3 15 1 0 0 0 0 0 0 0 4 97 14:00 4 99 23 2 6 0 2 3 0 0 0 0 0 4 143 15:00 5 126 31 5 8 0 0 2 0 0 0 0 0 12 189 16:00 2 94 30 0 5 0 0 1 0 0 0 0 0 4 136 17:00 1 109 28 0 4 0 0 0 0 0 0 0 0 8 150 18:00 4 106 25 0 5 0 0 1 0 0 0 0 0 6 147 19:00 1 86 14 0 5 0 0 0 0 0 0 0 0 0 106 20:00 1 43 4 1 5 0 0 1 0 0 0 0 0 0 55 21:00 0 41 6 0 0 0 0 0 0 0 0 0 0 0 47 22:00 0 14 3 0 1 0 0 0 0 0 0 0 0 0 18 23:00 1 15 1 0 0 0 0 0 0 0 0 0 0 0 17 Grand Total 45 2350 498 19 139 12 2 14 4 0 0 0 0 114 3197 Percent 1.4% 73.5% 15.6% 0.6% 4.3% 0.4% 0.1% 0.4% 0.1% 0.0% 0.0% 0.0% 0.0% 3.6% B - 28
Peak 15:00 14:00 15:00 18:00 17:00 00:00 19:00 18:00 Vol. 19 22 97 156 16 3 2 271 Page 1 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206-251-0300 Site Code: A SE 68TH ST E/O 112TH AVE SE EB Start 16-Apr- 13 16 21 26 31 36 41 46 51 56 61 66 71 76 Tue Time Tue 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 85th 04/16/13 0 0 9 10 1 3 0 0 0 0 0 0 0 0 23 34 01:00 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4 24 02:00 1 0 1 3 0 0 0 0 0 0 0 0 0 0 5 28 03:00 0 0 3 5 0 0 0 0 0 0 0 0 0 0 8 29 04:00 0 1 1 3 1 0 0 0 0 0 0 0 0 0 6 30 05:00 0 1 6 8 0 0 0 0 0 0 0 0 0 0 15 29 06:00 0 3 18 17 1 0 0 0 0 0 0 0 0 0 39 29 07:00 5 3 45 43 5 0 0 0 0 0 0 0 0 0 101 29 08:00 10 11 44 32 1 0 0 0 0 0 0 0 0 0 98 28 09:00 8 11 46 19 3 0 0 0 0 0 0 0 0 0 87 28 10:00 4 18 63 32 1 1 0 0 0 0 0 0 0 0 119 28 11:00 4 8 65 45 1 0 0 0 0 0 0 0 0 0 123 29 12 PM 3 12 84 47 0 0 0 0 0 0 0 0 0 0 146 28 13:00 3 20 83 31 5 0 0 0 0 0 0 0 0 0 142 28 14:00 9 22 79 38 3 0 0 0 0 0 0 0 0 0 151 28 15:00 19 15 97 43 2 0 0 0 0 0 0 0 0 0 176 28 16:00 2 1 67 103 9 0 0 0 0 0 0 0 0 0 182 30 17:00 10 2 63 146 16 2 0 0 0 0 0 0 0 0 239 30 18:00 9 5 90 156 9 1 1 0 0 0 0 0 0 0 271 30 19:00 3 3 47 139 15 0 2 0 0 0 0 0 0 0 209 30 20:00 2 3 42 84 5 0 0 0 0 0 0 0 0 0 136 30 21:00 1 0 25 79 9 0 0 0 0 0 0 0 0 0 114 30 22:00 0 0 17 25 4 0 0 0 0 0 0 0 0 0 46 30 23:00 0 0 14 20 3 1 0 0 0 0 0 0 0 0 38 30 Daily 15th Percentile : 21 MPH 50th Percentile : 25 MPH 85th Percentile : 29 MPH 95th Percentile : 30 MPH B - 29 Mean Speed(Average) : 25 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 2141 Percent in Pace : 86.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0%
Grand Total TOTAL STATS 93 139 1013 1128 94 8 3 0 0 0 0 0 0 0 2478 15th Percentile : 21 MPH 50th Percentile : 25 MPH 85th Percentile : 29 MPH 95th Percentile : 30 MPH Mean Speed(Average) : 25 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 2141 Percent in Pace : 86.4% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% B - 30
Peak 09:00 14:00 08:00 07:00 06:00 07:00 07:00 Vol. 26 43 143 319 44 2 498 Page 3 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206-251-0300 Site Code: A SE 68TH ST E/O 112TH AVE SE WB Start 16-Apr- 13 16 21 26 31 36 41 46 51 56 61 66 71 76 Tue Time Tue 20 25 30 35 40 45 50 55 60 65 70 75 999 Total 85th 04/16/13 0 0 1 2 0 0 0 0 0 0 0 0 0 0 3 28 01:00 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 22 02:00 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 26 03:00 0 0 2 1 2 0 0 0 0 0 0 0 0 0 5 32 04:00 0 0 5 12 5 0 0 0 0 0 0 0 0 0 22 32 05:00 0 1 12 60 14 0 0 0 0 0 0 0 0 0 87 31 06:00 2 1 44 218 44 1 0 0 0 0 0 0 0 0 310 30 07:00 15 9 115 319 38 2 0 0 0 0 0 0 0 0 498 30 08:00 21 17 143 193 31 0 0 0 0 0 0 0 0 0 405 30 09:00 26 36 134 78 3 0 0 0 0 0 0 0 0 0 277 28 10:00 5 21 97 38 4 0 0 0 0 0 0 0 0 0 165 28 11:00 6 25 69 51 2 0 0 0 0 0 0 0 0 0 153 28 12 PM 10 23 84 44 2 0 0 0 0 0 0 0 0 0 163 28 13:00 9 20 46 21 1 0 0 0 0 0 0 0 0 0 97 27 14:00 16 43 67 16 1 0 0 0 0 0 0 0 0 0 143 25 15:00 14 40 88 44 3 0 0 0 0 0 0 0 0 0 189 28 16:00 4 3 24 89 16 0 0 0 0 0 0 0 0 0 136 30 17:00 7 3 26 87 26 1 0 0 0 0 0 0 0 0 150 31 18:00 5 2 29 95 15 1 0 0 0 0 0 0 0 0 147 30 19:00 0 3 34 59 10 0 0 0 0 0 0 0 0 0 106 30 20:00 0 0 28 24 3 0 0 0 0 0 0 0 0 0 55 29 21:00 0 0 14 29 4 0 0 0 0 0 0 0 0 0 47 30 22:00 0 1 6 7 3 1 0 0 0 0 0 0 0 0 18 32 23:00 0 0 5 10 2 0 0 0 0 0 0 0 0 0 17 30 Daily 15th Percentile : 21 MPH 50th Percentile : 26 MPH 85th Percentile : 30 MPH 95th Percentile : 32 MPH B - 31 Mean Speed(Average) : 25 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 2574 Percent in Pace : 80.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0%
Grand Total TOTAL STATS 140 248 1076 1498 229 6 0 0 0 0 0 0 0 0 3197 15th Percentile : 21 MPH 50th Percentile : 26 MPH 85th Percentile : 30 MPH 95th Percentile : 32 MPH Mean Speed(Average) : 25 MPH 10 MPH Pace Speed : 21-30 MPH Number in Pace : 2574 Percent in Pace : 80.5% Number of Vehicles > 55 MPH : 0 Percent of Vehicles > 55 MPH : 0.0% B - 32
Page 1 All Traffic Data Services Inc. 2225 NE 27th St Renton, WA 98056 Ph. 206-251-0300 Site Code: A SE 68TH ST E/O 112TH AVE SE Start 15-Apr-13 Tue Wed Thu Fri Sat Sun Week Average Time EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 12:00 AM * * 23 3 * * * * * * * * * * 23 3 01:00 * * 4 1 * * * * * * * * * * 4 1 02:00 * * 5 3 * * * * * * * * * * 5 3 03:00 * * 8 5 * * * * * * * * * * 8 5 04:00 * * 6 22 * * * * * * * * * * 6 22 05:00 * * 15 87 * * * * * * * * * * 15 87 06:00 * * 39 310 * * * * * * * * * * 39 310 07:00 * * 101 498 * * * * * * * * * * 101 498 08:00 * * 98 405 * * * * * * * * * * 98 405 09:00 * * 87 277 * * * * * * * * * * 87 277 10:00 * * 119 165 * * * * * * * * * * 119 165 11:00 * * 123 153 * * * * * * * * * * 123 153 12:00 PM * * 146 163 * * * * * * * * * * 146 163 01:00 * * 142 97 * * * * * * * * * * 142 97 02:00 * * 151 143 * * * * * * * * * * 151 143 03:00 * * 176 189 * * * * * * * * * * 176 189 04:00 * * 182 136 * * * * * * * * * * 182 136 05:00 * * 239 150 * * * * * * * * * * 239 150 06:00 * * 271 147 * * * * * * * * * * 271 147 07:00 * * 209 106 * * * * * * * * * * 209 106 08:00 * * 136 55 * * * * * * * * * * 136 55 09:00 * * 114 47 * * * * * * * * * * 114 47 10:00 * * 46 18 * * * * * * * * * * 46 18 11:00 * * 38 17 * * * * * * * * * * 38 17 Lane 0 0 2478 3197 0 0 0 0 0 0 0 0 0 0 2478 3197 Day 0 5675 0 0 0 0 0 5675 AM Peak 11:00 07:00 11:00 07:00 Vol. 123 498 123 498 PM Peak 18:00 15:00 18:00 15:00 Vol. 271 189 271 189 Comb. Total 0 5675 0 0 0 0 0 5675 ADT Not Calculated B - 33
2016 Turning Movement Calculations C
1 112th Ave SE @ SE 64th St Page 1 of 1 Synchro ID: 1 Existing 151 761 610 Average Weekday 81 64 6 167 414 29 AM Peak Hour 81 112th Ave SE 29 Year: 4/16/13 160 16 16 47 63 2 Data Source: ATD 374 SE 64th St 903 SE 64th St 104 North 167 6 214 37 37 57 10 112th Ave SE 14 10 64 2 63 414 14 76 567 491 Future without Project 166 832 666 Average Weekday 89 70 7 182 452 32 AM Peak Hour 89 112th Ave SE 32 Year: 2016 175 17 17 51 Growth Rate = 3.0% 69 2 Years of Growth = 3 408 SE 64th St 986 SE 64th St 113 North Total Growth = 1.0927 182 7 233 40 40 62 11 112th Ave SE 15 11 70 2 69 452 15 83 619 536 Total Project Trips 41 72 31 Average Weekday 0 41 0 0 31 0 AM Peak Hour 0 112th Ave SE 0 0 0 0 0 0 0 0 SE 64th St 72 SE 64th St 0 North 0 0 0 0 0 0 0 112th Ave SE 0 0 41 0 0 31 0 0 41 72 31 Future with Project 207 904 697 Average Weekday 89 111 7 182 483 32 AM Peak Hour 89 112th Ave SE 32 175 17 17 51 69 2 408 SE 64th St 1,058 SE 64th St 113 North 182 7 233 40 40 62 11 112th Ave SE 15 11 111 2 69 483 15 124 691 567 C-1
2 116th Ave SE @ SE 68th St Page 1 of 1 Synchro ID: 2 Existing 30 163 133 Average Weekday 1 20 9 5 68 60 AM Peak Hour 1 116th Ave SE 60 Year: 4/16/13 448 347 347 580 100 173 Data Source: ATD 546 SE 68th St 939 SE 68th St 704 North 5 9 98 52 52 124 41 116th Ave SE 63 41 20 173 100 68 63 234 465 231 Future without Project 33 178 145 Average Weekday 1 22 10 5 74 66 AM Peak Hour 1 116th Ave SE 66 Year: 2016 489 379 379 634 Growth Rate = 3.0% 109 189 Years of Growth = 3 596 SE 68th St 1,026 SE 68th St 770 North Total Growth = 1.0927 5 10 107 57 57 136 45 116th Ave SE 69 45 22 189 109 74 69 256 508 252 Total Project Trips 14 25 11 Average Weekday 0 14 0 0 11 0 AM Peak Hour 0 116th Ave SE 0 31 0 0 111 31 111 72 SE 68th St 292 SE 68th St 195 North 0 0 41 0 0 84 41 116th Ave SE 84 41 14 111 31 11 84 166 292 126 Future with Project 47 203 156 Average Weekday 1 36 10 5 85 66 AM Peak Hour 1 116th Ave SE 66 520 379 379 745 140 300 668 SE 68th St 1,318 SE 68th St 965 North 5 10 148 57 57 220 86 116th Ave SE 153 86 36 300 140 85 153 422 800 378 C-2
3 116th Ave SE @ SE 76th St Page 1 of 1 Synchro ID: 3 Existing 228 507 279 Average Weekday 157 69 2 90 185 4 AM Peak Hour 157 116th Ave SE 4 Year: 4/16/13 224 4 4 8 63 0 Data Source: ATD 326 SE 76th St 586 SE 76th St 11 North 90 2 102 1 1 3 11 116th Ave SE 0 11 69 0 63 185 0 80 328 248 Future without Project 249 553 304 Average Weekday 172 75 2 98 202 4 AM Peak Hour 172 116th Ave SE 4 Year: 2016 245 4 4 8 Growth Rate = 3.0% 69 0 Years of Growth = 3 356 SE 76th St 639 SE 76th St 11 North Total Growth = 1.0927 98 2 111 1 1 3 12 116th Ave SE 0 12 75 0 69 202 0 87 358 271 Total Project Trips 83 193 110 Average Weekday 42 41 0 55 55 0 AM Peak Hour 42 116th Ave SE 0 42 0 0 0 0 0 97 SE 76th St 193 SE 76th St 0 North 55 0 55 0 0 0 0 116th Ave SE 0 0 41 0 0 55 0 41 96 55 Future with Project 332 746 414 Average Weekday 214 116 2 153 257 4 AM Peak Hour 214 116th Ave SE 4 287 4 4 8 69 0 453 SE 76th St 832 SE 76th St 11 North 153 2 166 1 1 3 12 116th Ave SE 0 12 116 0 69 257 0 128 454 326 C-3
4 Coal Creek Pkwy @ Newcastle W Page 1 of 1 Synchro ID: 4 Existing 276 2,396 2,120 Average Weekday 29 221 26 116 1,868 136 AM Peak Hour 29 Coal Creek Pkwy 136 Year: 4/16/13 448 212 212 386 207 38 Data Source: ATD 659 Newcastle Way 2,965 Newcastle Way 495 North 116 26 211 66 66 109 29 Coal Creek Pkwy 17 29 221 38 207 1,868 17 288 2,380 2,092 Future without Project 301 2,618 2,317 Average Weekday 32 241 28 127 2,041 149 AM Peak Hour 32 Coal Creek Pkwy 149 Year: 2016 490 232 232 423 Growth Rate = 3.0% 226 42 Years of Growth = 3 721 Newcastle Way 3,241 Newcastle Way 542 North Total Growth = 1.0927 127 28 231 72 72 119 32 Coal Creek Pkwy 19 32 241 42 226 2,041 19 315 2,601 2,286 Total Project Trips 14 25 11 Average Weekday 14 0 0 11 0 0 AM Peak Hour 14 Coal Creek Pkwy 0 83 0 0 0 69 0 146 Newcastle Way 146 Newcastle Way 0 North 11 0 63 0 0 0 52 Coal Creek Pkwy 0 52 0 0 69 0 0 52 121 69 Future with Project 315 2,643 2,328 Average Weekday 46 241 28 138 2,041 149 AM Peak Hour 46 Coal Creek Pkwy 149 573 232 232 423 295 42 867 Newcastle Way 3,387 Newcastle Way 542 North 138 28 294 72 72 119 84 Coal Creek Pkwy 19 84 241 42 295 2,041 19 367 2,722 2,355 C-4
5 112th Ave NE @ SE 68th St Page 1 of 1 Synchro ID: 5 Existing 86 583 497 Average Weekday 0 2 84 0 3 494 AM Peak Hour 0 112th Ave SE 494 Year: 4/16/13 0 0 0 495 0 1 Data Source: ATD 0 SE 68th St 585 SE 68th St 580 North 0 84 0 0 0 85 0 112th Ave SE 1 0 2 1 0 3 1 3 7 4 Future without Project 94 637 543 Average Weekday 0 2 92 0 3 540 AM Peak Hour 0 112th Ave SE 540 Year: 2016 0 0 0 541 Growth Rate = 3.0% 0 1 Years of Growth = 3 0 SE 68th St 639 SE 68th St 634 North Total Growth = 1.0927 0 92 0 0 0 93 0 112th Ave SE 1 0 2 1 0 3 1 3 7 4 Total Project Trips 41 72 31 Average Weekday 0 0 41 0 0 31 AM Peak Hour 0 112th Ave SE 31 0 0 0 31 0 0 0 SE 68th St 72 SE 68th St 72 North 0 41 0 0 0 41 0 112th Ave SE 0 0 0 0 0 0 0 0 0 0 Future with Project 135 709 574 Average Weekday 0 2 133 0 3 571 AM Peak Hour 0 112th Ave SE 571 0 0 0 572 0 1 0 SE 68th St 711 SE 68th St 706 North 0 133 0 0 0 134 0 112th Ave SE 1 0 2 1 0 3 1 3 7 4 C-5
1 112th Ave SE @ SE 64th St Page 1 of 1 Synchro ID: 1 Existing 240 496 256 Average Weekday 111 118 11 63 184 9 School PM Peak Hour 111 112th Ave SE 9 Year: 4/16/13 171 11 11 20 49 0 Data Source: ATD 295 SE 64th St 635 SE 64th St 66 North 63 11 124 17 17 46 44 112th Ave SE 18 44 118 0 49 184 18 162 413 251 Future without Project 262 542 280 Average Weekday 121 129 12 69 201 10 School PM Peak Hour 121 112th Ave SE 10 Year: 2016 187 12 12 22 Growth Rate = 3.0% 54 0 Years of Growth = 3 323 SE 64th St 695 SE 64th St 73 North Total Growth = 1.0927 69 12 136 19 19 51 48 112th Ave SE 20 48 129 0 54 201 20 177 452 275 Total Project Trips 24 46 22 Average Weekday 0 24 0 0 22 0 School PM Peak Hour 0 112th Ave SE 0 0 0 0 0 0 0 0 SE 64th St 46 SE 64th St 0 North 0 0 0 0 0 0 0 112th Ave SE 0 0 24 0 0 22 0 0 24 46 22 Future with Project 286 588 302 Average Weekday 121 153 12 69 223 10 School PM Peak Hour 121 112th Ave SE 10 187 12 12 22 54 0 323 SE 64th St 741 SE 64th St 73 North 69 12 136 19 19 51 48 112th Ave SE 20 48 153 0 54 223 20 201 498 297 C-6
2 116th Ave SE @ SE 68th St Page 1 of 1 Synchro ID: 2 Existing 43 81 38 Average Weekday 3 27 13 2 24 12 School PM Peak Hour 3 116th Ave SE 12 Year: 4/16/13 181 133 133 293 45 148 Data Source: ATD 349 SE 68th St 711 SE 68th St 569 North 2 13 168 125 125 276 41 116th Ave SE 138 41 27 148 45 24 138 216 423 207 Future without Project 47 88 41 Average Weekday 3 30 14 2 26 13 School PM Peak Hour 3 116th Ave SE 13 Year: 2016 197 145 145 320 Growth Rate = 3.0% 49 162 Years of Growth = 3 381 SE 68th St 777 SE 68th St 622 North Total Growth = 1.0927 2 14 184 137 137 302 45 116th Ave SE 151 45 30 162 49 26 151 237 463 226 Total Project Trips 8 16 8 Average Weekday 0 8 0 0 8 0 School PM Peak Hour 0 116th Ave SE 0 22 0 0 63 22 63 46 SE 68th St 184 SE 68th St 122 North 0 0 24 0 0 59 24 116th Ave SE 59 24 8 63 22 8 59 95 184 89 Future with Project 55 104 49 Average Weekday 3 38 14 2 34 13 School PM Peak Hour 3 116th Ave SE 13 219 145 145 383 71 225 427 SE 68th St 961 SE 68th St 744 North 2 14 208 137 137 361 69 116th Ave SE 210 69 38 225 71 34 210 332 647 315 C-7
3 116th Ave SE @ SE 76th St Page 1 of 1 Synchro ID: 3 Existing 229 409 180 Average Weekday 112 110 7 107 68 5 School PM Peak Hour 112 116th Ave SE 5 Year: 4/16/13 147 2 2 8 33 1 Data Source: ATD 279 SE 76th St 471 SE 76th St 16 North 107 7 132 0 0 8 25 116th Ave SE 1 25 110 1 33 68 1 136 238 102 Future without Project 250 446 196 Average Weekday 122 120 8 117 74 5 School PM Peak Hour 122 116th Ave SE 5 Year: 2016 160 2 2 8 Growth Rate = 3.0% 36 1 Years of Growth = 3 304 SE 76th St 513 SE 76th St 17 North Total Growth = 1.0927 117 8 144 0 0 9 27 116th Ave SE 1 27 120 1 36 74 1 148 259 111 Total Project Trips 58 122 64 Average Weekday 29 29 0 32 32 0 School PM Peak Hour 29 116th Ave SE 0 29 0 0 0 0 0 61 SE 76th St 122 SE 76th St 0 North 32 0 32 0 0 0 0 116th Ave SE 0 0 29 0 0 32 0 29 61 32 Future with Project 308 568 260 Average Weekday 151 149 8 149 106 5 School PM Peak Hour 151 116th Ave SE 5 189 2 2 8 36 1 365 SE 76th St 635 SE 76th St 17 North 149 8 176 0 0 9 27 116th Ave SE 1 27 149 1 36 106 1 177 320 143 C-8
4 Coal Creek Pkwy @ Newcastle W Page 1 of 1 Synchro ID: 4 Existing 1,305 2,039 734 Average Weekday 120 1,078 107 135 479 120 School PM Peak Hour 120 Coal Creek Pkwy 120 Year: 4/16/13 374 130 130 303 124 53 Data Source: ATD 734 Newcastle Way 2,591 Newcastle Way 545 North 135 107 360 115 115 242 110 Coal Creek Pkwy 20 110 1,078 53 124 479 20 1,241 1,864 623 Future without Project 1,426 2,228 802 Average Weekday 131 1,178 117 148 523 131 School PM Peak Hour 131 Coal Creek Pkwy 131 Year: 2016 408 142 142 331 Growth Rate = 3.0% 135 58 Years of Growth = 3 802 Newcastle Way 2,831 Newcastle Way 596 North Total Growth = 1.0927 148 117 394 126 126 265 120 Coal Creek Pkwy 22 120 1,178 58 135 523 22 1,356 2,036 680 Total Project Trips 8 15 7 Average Weekday 8 0 0 7 0 0 School PM Peak Hour 8 Coal Creek Pkwy 0 47 0 0 0 39 0 91 Newcastle Way 91 Newcastle Way 0 North 7 0 44 0 0 0 37 Coal Creek Pkwy 0 37 0 0 39 0 0 37 76 39 Future with Project 1,434 2,243 809 Average Weekday 139 1,178 117 155 523 131 School PM Peak Hour 139 Coal Creek Pkwy 131 455 142 142 331 174 58 893 Newcastle Way 2,922 Newcastle Way 596 North 155 117 438 126 126 265 157 Coal Creek Pkwy 22 157 1,178 58 174 523 22 1,393 2,112 719 C-9
1 112th Ave SE @ SE 64th St Page 1 of 1 Synchro ID: 1 Existing 370 567 197 Average Weekday 184 170 16 81 102 14 PM Peak Hour 184 112th Ave SE 14 Year: 4/16/13 247 13 13 27 50 0 Data Source: ATD 424 SE 64th St 730 SE 64th St 76 North 81 16 177 29 29 49 67 112th Ave SE 4 67 170 0 50 102 4 237 393 156 Future without Project 404 619 215 Average Weekday 201 186 17 89 111 15 PM Peak Hour 201 112th Ave SE 15 Year: 2016 270 14 14 29 Growth Rate = 3.0% 55 0 Years of Growth = 3 464 SE 64th St 797 SE 64th St 82 North Total Growth = 1.0927 89 17 194 32 32 53 73 112th Ave SE 4 73 186 0 55 111 4 259 429 170 Total Project Trips 10 21 11 Average Weekday 0 10 0 0 11 0 PM Peak Hour 0 112th Ave SE 0 0 0 0 0 0 0 0 SE 64th St 21 SE 64th St 0 North 0 0 0 0 0 0 0 112th Ave SE 0 0 10 0 0 11 0 0 10 21 11 Future with Project 414 640 226 Average Weekday 201 196 17 89 122 15 PM Peak Hour 201 112th Ave SE 15 270 14 14 29 55 0 464 SE 64th St 818 SE 64th St 82 North 89 17 194 32 32 53 73 112th Ave SE 4 73 196 0 55 122 4 269 450 181 C-10
2 116th Ave SE @ SE 68th St Page 1 of 1 Synchro ID: 2 Existing 77 125 48 Average Weekday 2 56 19 1 26 21 PM Peak Hour 2 116th Ave SE 21 Year: 4/16/13 171 140 140 336 29 175 Data Source: ATD 393 SE 68th St 861 SE 68th St 686 North 1 19 222 160 160 350 61 116th Ave SE 171 61 56 175 29 26 171 292 518 226 Future without Project 84 136 52 Average Weekday 2 61 21 1 28 23 PM Peak Hour 2 116th Ave SE 23 Year: 2016 187 153 153 367 Growth Rate = 3.0% 32 191 Years of Growth = 3 430 SE 68th St 941 SE 68th St 750 North Total Growth = 1.0927 1 21 243 175 175 383 67 116th Ave SE 187 67 61 191 32 28 187 319 566 247 Total Project Trips 4 7 3 Average Weekday 0 4 0 0 3 0 PM Peak Hour 0 116th Ave SE 0 11 0 0 27 11 27 21 SE 68th St 82 SE 68th St 54 North 0 0 10 0 0 27 10 116th Ave SE 27 10 4 27 11 3 27 41 82 41 Future with Project 88 143 55 Average Weekday 2 65 21 1 31 23 PM Peak Hour 2 116th Ave SE 23 198 153 153 394 43 218 451 SE 68th St 1,023 SE 68th St 804 North 1 21 253 175 175 410 77 116th Ave SE 214 77 65 218 43 31 214 360 648 288 C-11
3 116th Ave SE @ SE 76th St Page 1 of 1 Synchro ID: 3 Existing 274 492 218 Average Weekday 122 152 0 141 74 3 PM Peak Hour 122 116th Ave SE 3 Year: 4/16/13 150 1 1 6 27 2 Data Source: ATD 335 SE 76th St 567 SE 76th St 9 North 141 0 185 2 2 3 42 116th Ave SE 1 42 152 2 27 74 1 196 298 102 Future without Project 299 537 238 Average Weekday 133 166 0 154 81 3 PM Peak Hour 133 116th Ave SE 3 Year: 2016 164 1 1 6 Growth Rate = 3.0% 30 2 Years of Growth = 3 366 SE 76th St 619 SE 76th St 9 North Total Growth = 1.0927 154 0 202 2 2 3 46 116th Ave SE 1 46 166 2 30 81 1 214 326 112 Total Project Trips 28 54 26 Average Weekday 14 14 0 13 13 0 PM Peak Hour 14 116th Ave SE 0 14 0 0 0 0 0 27 SE 76th St 54 SE 76th St 0 North 13 0 13 0 0 0 0 116th Ave SE 0 0 14 0 0 13 0 14 27 13 Future with Project 327 591 264 Average Weekday 147 180 0 167 94 3 PM Peak Hour 147 116th Ave SE 3 178 1 1 6 30 2 393 SE 76th St 673 SE 76th St 9 North 167 0 215 2 2 3 46 116th Ave SE 1 46 180 2 30 94 1 228 353 125 C-12
4 Coal Creek Pkwy @ Newcastle W Page 1 of 1 Synchro ID: 4 Existing 1,684 2,368 684 Average Weekday 110 1,493 81 152 438 94 PM Peak Hour 110 Coal Creek Pkwy 94 Year: 4/16/13 425 195 195 364 120 75 Data Source: ATD 913 Newcastle Way 3,119 Newcastle Way 635 North 152 81 488 165 165 271 171 Coal Creek Pkwy 25 171 1,493 75 120 438 25 1,739 2,322 583 Future without Project 1,840 2,588 748 Average Weekday 120 1,631 89 166 479 103 PM Peak Hour 120 Coal Creek Pkwy 103 Year: 2016 464 213 213 398 Growth Rate = 3.0% 131 82 Years of Growth = 3 997 Newcastle Way 3,408 Newcastle Way 694 North Total Growth = 1.0927 166 89 533 180 180 296 187 Coal Creek Pkwy 27 187 1,631 82 131 479 27 1,900 2,537 637 Total Project Trips 3 6 3 Average Weekday 3 0 0 3 0 0 PM Peak Hour 3 Coal Creek Pkwy 0 20 0 0 0 17 0 41 Newcastle Way 41 Newcastle Way 0 North 3 0 21 0 0 0 18 Coal Creek Pkwy 0 18 0 0 17 0 0 18 35 17 Future with Project 1,843 2,594 751 Average Weekday 123 1,631 89 169 479 103 PM Peak Hour 123 Coal Creek Pkwy 103 484 213 213 398 148 82 1,038 Newcastle Way 3,449 Newcastle Way 694 North 169 89 554 180 180 296 205 Coal Creek Pkwy 27 205 1,631 82 148 479 27 1,918 2,572 654 C-13
2023 Turning Movement Calculations D
1 112th Ave SE @ SE 64th St Page 1 of 1 Synchro ID: 1 Existing 151 761 610 Average Weekday 81 64 6 167 414 29 AM Peak Hour 81 112th Ave SE 29 Year: 4/16/13 160 16 16 47 63 2 Data Source: ATD 374 SE 64th St 903 SE 64th St 104 North 167 6 214 37 37 57 10 112th Ave SE 14 10 64 2 63 414 14 76 567 491 Future without Project 203 1,022 819 Average Weekday 109 86 8 224 556 39 AM Peak Hour 109 112th Ave SE 39 Year: 2023 216 22 22 64 Growth Rate = 3.0% 85 3 Years of Growth = 10 503 SE 64th St 1,214 SE 64th St 141 North Total Growth = 1.3439 224 8 287 50 50 77 13 112th Ave SE 19 13 86 3 85 556 19 102 762 660 Total Project Trips 41 72 31 Average Weekday 0 41 0 0 31 0 AM Peak Hour 0 112th Ave SE 0 0 0 0 0 0 0 0 SE 64th St 72 SE 64th St 0 North 0 0 0 0 0 0 0 112th Ave SE 0 0 41 0 0 31 0 0 41 72 31 Future with Project 244 1,094 850 Average Weekday 109 127 8 224 587 39 AM Peak Hour 109 112th Ave SE 39 216 22 22 64 85 3 503 SE 64th St 1,286 SE 64th St 141 North 224 8 287 50 50 77 13 112th Ave SE 19 13 127 3 85 587 19 143 834 691 D-1
2 116th Ave SE @ SE 68th St Page 1 of 1 Synchro ID: 2 Existing 30 163 133 Average Weekday 1 20 9 5 68 60 AM Peak Hour 1 116th Ave SE 60 Year: 4/16/13 448 347 347 580 100 173 Data Source: ATD 546 SE 68th St 939 SE 68th St 704 North 5 9 98 52 52 124 41 116th Ave SE 63 41 20 173 100 68 63 234 465 231 Future without Project 40 219 179 Average Weekday 1 27 12 7 91 81 AM Peak Hour 1 116th Ave SE 81 Year: 2023 601 466 466 779 Growth Rate = 3.0% 134 232 Years of Growth = 10 733 SE 68th St 1,261 SE 68th St 946 North Total Growth = 1.3439 7 12 132 70 70 167 55 116th Ave SE 85 55 27 232 134 91 85 314 624 310 Total Project Trips 14 25 11 Average Weekday 0 14 0 0 11 0 AM Peak Hour 0 116th Ave SE 0 31 0 0 111 31 111 72 SE 68th St 292 SE 68th St 195 North 0 0 41 0 0 84 41 116th Ave SE 84 41 14 111 31 11 84 166 292 126 Future with Project 54 244 190 Average Weekday 1 41 12 7 102 81 AM Peak Hour 1 116th Ave SE 81 632 466 466 890 165 343 805 SE 68th St 1,553 SE 68th St 1,141 North 7 12 173 70 70 251 96 116th Ave SE 169 96 41 343 165 102 169 480 916 436 D-2
3 116th Ave SE @ SE 76th St Page 1 of 1 Synchro ID: 3 Existing 228 507 279 Average Weekday 157 69 2 90 185 4 AM Peak Hour 157 116th Ave SE 4 Year: 4/16/13 224 4 4 8 63 0 Data Source: ATD 326 SE 76th St 586 SE 76th St 11 North 90 2 102 1 1 3 11 116th Ave SE 0 11 69 0 63 185 0 80 328 248 Future without Project 307 682 375 Average Weekday 211 93 3 121 249 5 AM Peak Hour 211 116th Ave SE 5 Year: 2023 301 5 5 10 Growth Rate = 3.0% 85 0 Years of Growth = 10 438 SE 76th St 788 SE 76th St 14 North Total Growth = 1.3439 121 3 137 1 1 4 15 116th Ave SE 0 15 93 0 85 249 0 108 442 334 Total Project Trips 83 193 110 Average Weekday 42 41 0 55 55 0 AM Peak Hour 42 116th Ave SE 0 42 0 0 0 0 0 97 SE 76th St 193 SE 76th St 0 North 55 0 55 0 0 0 0 116th Ave SE 0 0 41 0 0 55 0 41 96 55 Future with Project 390 875 485 Average Weekday 253 134 3 176 304 5 AM Peak Hour 253 116th Ave SE 5 343 5 5 10 85 0 535 SE 76th St 981 SE 76th St 14 North 176 3 192 1 1 4 15 116th Ave SE 0 15 134 0 85 304 0 149 538 389 D-3
4 Coal Creek Pkwy @ Newcastle W Page 1 of 1 Synchro ID: 4 Existing 276 2,396 2,120 Average Weekday 29 221 26 116 1,868 136 AM Peak Hour 29 Coal Creek Pkwy 136 Year: 4/16/13 448 212 212 386 207 38 Data Source: ATD 659 Newcastle Way 2,965 Newcastle Way 495 North 116 26 211 66 66 109 29 Coal Creek Pkwy 17 29 221 38 207 1,868 17 288 2,380 2,092 Future without Project 371 3,220 2,849 Average Weekday 39 297 35 156 2,510 183 AM Peak Hour 39 Coal Creek Pkwy 183 Year: 2023 602 285 285 519 Growth Rate = 3.0% 278 51 Years of Growth = 10 886 Newcastle Way 3,985 Newcastle Way 666 North Total Growth = 1.3439 156 35 284 89 89 147 39 Coal Creek Pkwy 23 39 297 51 278 2,510 23 387 3,198 2,811 Total Project Trips 14 25 11 Average Weekday 14 0 0 11 0 0 AM Peak Hour 14 Coal Creek Pkwy 0 83 0 0 0 69 0 146 Newcastle Way 146 Newcastle Way 0 North 11 0 63 0 0 0 52 Coal Creek Pkwy 0 52 0 0 69 0 0 52 121 69 Future with Project 385 3,245 2,860 Average Weekday 53 297 35 167 2,510 183 AM Peak Hour 53 Coal Creek Pkwy 183 685 285 285 519 347 51 1,032 Newcastle Way 4,131 Newcastle Way 666 North 167 35 347 89 89 147 91 Coal Creek Pkwy 23 91 297 51 347 2,510 23 439 3,319 2,880 D-4
5 112th Ave NE @ SE 68th St Page 1 of 1 Synchro ID: 5 Existing 86 583 497 Average Weekday 0 2 84 0 3 494 AM Peak Hour 0 112th Ave SE 494 Year: 4/16/13 0 0 0 495 0 1 Data Source: ATD 0 SE 68th St 585 SE 68th St 580 North 0 84 0 0 0 85 0 112th Ave SE 1 0 2 1 0 3 1 3 7 4 Future without Project 116 784 668 Average Weekday 0 3 113 0 4 664 AM Peak Hour 0 112th Ave SE 664 Year: 2023 0 0 0 665 Growth Rate = 3.0% 0 1 Years of Growth = 10 0 SE 68th St 786 SE 68th St 779 North Total Growth = 1.3439 0 113 0 0 0 114 0 112th Ave SE 1 0 3 1 0 4 1 4 9 5 Total Project Trips 41 72 31 Average Weekday 0 0 41 0 0 31 AM Peak Hour 0 112th Ave SE 31 0 0 0 31 0 0 0 SE 68th St 72 SE 68th St 72 North 0 41 0 0 0 41 0 112th Ave SE 0 0 0 0 0 0 0 0 0 0 Future with Project 157 856 699 Average Weekday 0 3 154 0 4 695 AM Peak Hour 0 112th Ave SE 695 0 0 0 696 0 1 0 SE 68th St 858 SE 68th St 851 North 0 154 0 0 0 155 0 112th Ave SE 1 0 3 1 0 4 1 4 9 5 D-5
1 112th Ave SE @ SE 64th St Page 1 of 1 Synchro ID: 1 Existing 240 496 256 Average Weekday 111 118 11 63 184 9 School PM Peak Hour 111 112th Ave SE 9 Year: 4/16/13 171 11 11 20 49 0 Data Source: ATD 295 SE 64th St 635 SE 64th St 66 North 63 11 124 17 17 46 44 112th Ave SE 18 44 118 0 49 184 18 162 413 251 Future without Project 323 667 344 Average Weekday 149 159 15 85 247 12 School PM Peak Hour 149 112th Ave SE 12 Year: 2023 230 15 15 27 Growth Rate = 3.0% 66 0 Years of Growth = 10 397 SE 64th St 854 SE 64th St 89 North Total Growth = 1.3439 85 15 167 23 23 62 59 112th Ave SE 24 59 159 0 66 247 24 218 555 337 Total Project Trips 24 46 22 Average Weekday 0 24 0 0 22 0 School PM Peak Hour 0 112th Ave SE 0 0 0 0 0 0 0 0 SE 64th St 46 SE 64th St 0 North 0 0 0 0 0 0 0 112th Ave SE 0 0 24 0 0 22 0 0 24 46 22 Future with Project 347 713 366 Average Weekday 149 183 15 85 269 12 School PM Peak Hour 149 112th Ave SE 12 230 15 15 27 66 0 397 SE 64th St 900 SE 64th St 89 North 85 15 167 23 23 62 59 112th Ave SE 24 59 183 0 66 269 24 242 601 359 D-6
2 116th Ave SE @ SE 68th St Page 1 of 1 Synchro ID: 2 Existing 43 81 38 Average Weekday 3 27 13 2 24 12 School PM Peak Hour 3 116th Ave SE 12 Year: 4/16/13 181 133 133 293 45 148 Data Source: ATD 349 SE 68th St 711 SE 68th St 569 North 2 13 168 125 125 276 41 116th Ave SE 138 41 27 148 45 24 138 216 423 207 Future without Project 57 108 51 Average Weekday 4 36 17 3 32 16 School PM Peak Hour 4 116th Ave SE 16 Year: 2023 243 179 179 394 Growth Rate = 3.0% 60 199 Years of Growth = 10 469 SE 68th St 954 SE 68th St 764 North Total Growth = 1.3439 3 17 226 168 168 370 55 116th Ave SE 185 55 36 199 60 32 185 290 567 277 Total Project Trips 8 16 8 Average Weekday 0 8 0 0 8 0 School PM Peak Hour 0 116th Ave SE 0 22 0 0 63 22 63 46 SE 68th St 184 SE 68th St 122 North 0 0 24 0 0 59 24 116th Ave SE 59 24 8 63 22 8 59 95 184 89 Future with Project 65 124 59 Average Weekday 4 44 17 3 40 16 School PM Peak Hour 4 116th Ave SE 16 265 179 179 457 82 262 515 SE 68th St 1,138 SE 68th St 886 North 3 17 250 168 168 429 79 116th Ave SE 244 79 44 262 82 40 244 385 751 366 D-7
3 116th Ave SE @ SE 76th St Page 1 of 1 Synchro ID: 3 Existing 229 409 180 Average Weekday 112 110 7 107 68 5 School PM Peak Hour 112 116th Ave SE 5 Year: 4/16/13 147 2 2 8 33 1 Data Source: ATD 279 SE 76th St 471 SE 76th St 16 North 107 7 132 0 0 8 25 116th Ave SE 1 25 110 1 33 68 1 136 238 102 Future without Project 308 550 242 Average Weekday 151 148 9 144 91 7 School PM Peak Hour 151 116th Ave SE 7 Year: 2023 198 3 3 11 Growth Rate = 3.0% 44 1 Years of Growth = 10 376 SE 76th St 633 SE 76th St 21 North Total Growth = 1.3439 144 9 178 0 0 10 34 116th Ave SE 1 34 148 1 44 91 1 183 319 136 Total Project Trips 58 122 64 Average Weekday 29 29 0 32 32 0 School PM Peak Hour 29 116th Ave SE 0 29 0 0 0 0 0 61 SE 76th St 122 SE 76th St 0 North 32 0 32 0 0 0 0 116th Ave SE 0 0 29 0 0 32 0 29 61 32 Future with Project 366 672 306 Average Weekday 180 177 9 176 123 7 School PM Peak Hour 180 116th Ave SE 7 227 3 3 11 44 1 437 SE 76th St 755 SE 76th St 21 North 176 9 210 0 0 10 34 116th Ave SE 1 34 177 1 44 123 1 212 380 168 D-8
4 Coal Creek Pkwy @ Newcastle W Page 1 of 1 Synchro ID: 4 Existing 1,305 2,039 734 Average Weekday 120 1,078 107 135 479 120 School PM Peak Hour 120 Coal Creek Pkwy 120 Year: 4/16/13 374 130 130 303 124 53 Data Source: ATD 734 Newcastle Way 2,591 Newcastle Way 545 North 135 107 360 115 115 242 110 Coal Creek Pkwy 20 110 1,078 53 124 479 20 1,241 1,864 623 Future without Project 1,754 2,740 986 Average Weekday 161 1,449 144 181 644 161 School PM Peak Hour 161 Coal Creek Pkwy 161 Year: 2023 503 175 175 407 Growth Rate = 3.0% 167 71 Years of Growth = 10 987 Newcastle Way 3,483 Newcastle Way 733 North Total Growth = 1.3439 181 144 484 155 155 326 148 Coal Creek Pkwy 27 148 1,449 71 167 644 27 1,668 2,506 838 Total Project Trips 8 15 7 Average Weekday 8 0 0 7 0 0 School PM Peak Hour 8 Coal Creek Pkwy 0 47 0 0 0 39 0 91 Newcastle Way 91 Newcastle Way 0 North 7 0 44 0 0 0 37 Coal Creek Pkwy 0 37 0 0 39 0 0 37 76 39 Future with Project 1,762 2,755 993 Average Weekday 169 1,449 144 188 644 161 School PM Peak Hour 169 Coal Creek Pkwy 161 550 175 175 407 206 71 1,078 Newcastle Way 3,574 Newcastle Way 733 North 188 144 528 155 155 326 185 Coal Creek Pkwy 27 185 1,449 71 206 644 27 1,705 2,582 877 D-9
1 112th Ave SE @ SE 64th St Page 1 of 1 Synchro ID: 1 Existing 370 567 197 Average Weekday 184 170 16 81 102 14 PM Peak Hour 184 112th Ave SE 14 Year: 4/16/13 247 13 13 27 50 0 Data Source: ATD 424 SE 64th St 730 SE 64th St 76 North 81 16 177 29 29 49 67 112th Ave SE 4 67 170 0 50 102 4 237 393 156 Future without Project 497 762 265 Average Weekday 247 228 22 109 137 19 PM Peak Hour 247 112th Ave SE 19 Year: 2023 331 17 17 36 Growth Rate = 3.0% 67 0 Years of Growth = 10 569 SE 64th St 980 SE 64th St 102 North Total Growth = 1.3439 109 22 238 39 39 66 90 112th Ave SE 5 90 228 0 67 137 5 318 527 209 Total Project Trips 10 21 11 Average Weekday 0 10 0 0 11 0 PM Peak Hour 0 112th Ave SE 0 0 0 0 0 0 0 0 SE 64th St 21 SE 64th St 0 North 0 0 0 0 0 0 0 112th Ave SE 0 0 10 0 0 11 0 0 10 21 11 Future with Project 507 783 276 Average Weekday 247 238 22 109 148 19 PM Peak Hour 247 112th Ave SE 19 331 17 17 36 67 0 569 SE 64th St 1,001 SE 64th St 102 North 109 22 238 39 39 66 90 112th Ave SE 5 90 238 0 67 148 5 328 548 220 D-10
2 116th Ave SE @ SE 68th St Page 1 of 1 Synchro ID: 2 Existing 77 125 48 Average Weekday 2 56 19 1 26 21 PM Peak Hour 2 116th Ave SE 21 Year: 4/16/13 171 140 140 336 29 175 Data Source: ATD 393 SE 68th St 861 SE 68th St 686 North 1 19 222 160 160 350 61 116th Ave SE 171 61 56 175 29 26 171 292 518 226 Future without Project 104 168 64 Average Weekday 3 75 26 1 35 28 PM Peak Hour 3 116th Ave SE 28 Year: 2023 230 188 188 451 Growth Rate = 3.0% 39 235 Years of Growth = 10 528 SE 68th St 1,157 SE 68th St 922 North Total Growth = 1.3439 1 26 298 215 215 471 82 116th Ave SE 230 82 75 235 39 35 230 392 696 304 Total Project Trips 4 7 3 Average Weekday 0 4 0 0 3 0 PM Peak Hour 0 116th Ave SE 0 11 0 0 27 11 27 21 SE 68th St 82 SE 68th St 54 North 0 0 10 0 0 27 10 116th Ave SE 27 10 4 27 11 3 27 41 82 41 Future with Project 108 175 67 Average Weekday 3 79 26 1 38 28 PM Peak Hour 3 116th Ave SE 28 241 188 188 478 50 262 549 SE 68th St 1,239 SE 68th St 976 North 1 26 308 215 215 498 92 116th Ave SE 257 92 79 262 50 38 257 433 778 345 D-11
3 116th Ave SE @ SE 76th St Page 1 of 1 Synchro ID: 3 Existing 274 492 218 Average Weekday 122 152 0 141 74 3 PM Peak Hour 122 116th Ave SE 3 Year: 4/16/13 150 1 1 6 27 2 Data Source: ATD 335 SE 76th St 567 SE 76th St 9 North 141 0 185 2 2 3 42 116th Ave SE 1 42 152 2 27 74 1 196 298 102 Future without Project 368 660 292 Average Weekday 164 204 0 189 99 4 PM Peak Hour 164 116th Ave SE 4 Year: 2023 201 1 1 8 Growth Rate = 3.0% 36 3 Years of Growth = 10 449 SE 76th St 760 SE 76th St 12 North Total Growth = 1.3439 189 0 248 3 3 4 56 116th Ave SE 1 56 204 3 36 99 1 263 399 136 Total Project Trips 28 54 26 Average Weekday 14 14 0 13 13 0 PM Peak Hour 14 116th Ave SE 0 14 0 0 0 0 0 27 SE 76th St 54 SE 76th St 0 North 13 0 13 0 0 0 0 116th Ave SE 0 0 14 0 0 13 0 14 27 13 Future with Project 396 714 318 Average Weekday 178 218 0 202 112 4 PM Peak Hour 178 116th Ave SE 4 215 1 1 8 36 3 476 SE 76th St 814 SE 76th St 12 North 202 0 261 3 3 4 56 116th Ave SE 1 56 218 3 36 112 1 277 426 149 D-12
4 Coal Creek Pkwy @ Newcastle W Page 1 of 1 Synchro ID: 4 Existing 1,684 2,368 684 Average Weekday 110 1,493 81 152 438 94 PM Peak Hour 110 Coal Creek Pkwy 94 Year: 4/16/13 425 195 195 364 120 75 Data Source: ATD 913 Newcastle Way 3,119 Newcastle Way 635 North 152 81 488 165 165 271 171 Coal Creek Pkwy 25 171 1,493 75 120 438 25 1,739 2,322 583 Future without Project 2,263 3,182 919 Average Weekday 148 2,006 109 204 589 126 PM Peak Hour 148 Coal Creek Pkwy 126 Year: 2023 571 262 262 489 Growth Rate = 3.0% 161 101 Years of Growth = 10 1,227 Newcastle Way 4,192 Newcastle Way 854 North Total Growth = 1.3439 204 109 656 222 222 365 230 Coal Creek Pkwy 34 230 2,006 101 161 589 34 2,337 3,121 784 Total Project Trips 3 6 3 Average Weekday 3 0 0 3 0 0 PM Peak Hour 3 Coal Creek Pkwy 0 20 0 0 0 17 0 41 Newcastle Way 41 Newcastle Way 0 North 3 0 21 0 0 0 18 Coal Creek Pkwy 0 18 0 0 17 0 0 18 35 17 Future with Project 2,266 3,188 922 Average Weekday 151 2,006 109 207 589 126 PM Peak Hour 151 Coal Creek Pkwy 126 591 262 262 489 178 101 1,268 Newcastle Way 4,233 Newcastle Way 854 North 207 109 677 222 222 365 248 Coal Creek Pkwy 34 248 2,006 101 178 589 34 2,355 3,156 801 D-13
Existing AM Peak-Hour Level of Service Analysis E
H:\2013\13-055\Synchro\Existing AM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 167 37 10 2 16 29 63 414 14 6 64 81 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 172 38 10 2 16 30 65 427 14 6 66 84 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 722 691 108 713 726 434 149 441 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 722 691 108 713 726 434 149 441 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 43 89 99 99 95 95 95 99 cm capacity (veh/h) 300 348 943 301 332 620 1426 1113 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 221 48 506 156 Volume Left 172 2 65 6 Volume Right 10 30 14 84 csh 318 463 1426 1113 Volume to Capacity 0.69 0.10 0.05 0.01 Queue Length 95th (ft) 122 9 4 0 Control Delay (s) 38.5 13.7 1.4 0.4 Lane LOS E B A A Approach Delay (s) 38.5 13.7 1.4 0.4 Approach LOS E B Intersection Summary Average Delay 10.7 Intersection Capacity Utilization 63.3% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Existing AM E-1
H:\2013\13-055\Synchro\Existing AM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 5 52 41 173 347 60 100 68 63 9 20 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 56 44 186 373 65 108 73 68 10 22 1 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 105 624 108 141 32 Volume Left (vph) 5 186 108 0 10 Volume Right (vph) 44 65 0 68 1 Hadj (s) -0.17 0.07 0.57-0.27 0.11 Departure Headway (s) 5.5 5.0 7.0 6.2 6.6 Degree Utilization, x 0.16 0.86 0.21 0.24 0.06 Capacity (veh/h) 622 712 490 553 508 Control Delay (s) 9.5 30.9 10.7 10.0 10.0 Approach Delay (s) 9.5 30.9 10.3 10.0 Approach LOS A D B A Intersection Summary Delay 22.9 HCM Level of Service C Intersection Capacity Utilization 57.0% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Existing AM E-2
H:\2013\13-055\Synchro\Existing AM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 90 1 11 0 4 4 63 185 0 2 69 157 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Hourly flow rate (vph) 129 1 16 0 6 6 90 264 0 3 99 224 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 146 11 354 326 Volume Left (vph) 129 0 90 3 Volume Right (vph) 16 6 0 224 Hadj (s) 0.15-0.27 0.08-0.38 Departure Headway (s) 5.6 5.5 4.8 4.4 Degree Utilization, x 0.23 0.02 0.48 0.40 Capacity (veh/h) 577 544 721 777 Control Delay (s) 10.3 8.6 12.1 10.4 Approach Delay (s) 10.3 8.6 12.1 10.4 Approach LOS B A B B Intersection Summary Delay 11.1 HCM Level of Service B Intersection Capacity Utilization 49.0% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing AM E-3
H:\2013\13-055\Synchro\Existing AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 116 66 29 38 212 136 207 1868 17 26 221 29 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.999 0.982 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3536 0 1770 3476 0 Flt Permitted 0.278 0.713 0.950 0.950 Satd. Flow (perm) 518 1863 1583 1328 1863 1583 1770 3536 0 1770 3476 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 30 83 1 16 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 118 67 30 39 216 139 211 1906 17 27 226 30 Shared Lane Traffic (%) Lane Group Flow (vph) 118 67 30 39 216 139 211 1923 0 27 256 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 10.0 25.0 25.0 8.0 23.0 23.0 27.0 79.0 0.0 8.0 60.0 0.0 Total Split (%) 8.3% 20.8% 20.8% 6.7% 19.2% 19.2% 22.5% 65.8% 0.0% 6.7% 50.0% 0.0% Maximum Green (s) 6.0 21.0 21.0 4.0 19.0 19.0 23.0 75.0 4.0 56.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 25.9 22.7 22.7 20.8 16.7 16.7 18.0 67.6 4.1 49.8 Actuated g/c Ratio 0.24 0.21 0.21 0.19 0.16 0.16 0.17 0.63 0.04 0.46 v/c Ratio 0.60 0.17 0.08 0.14 0.74 0.44 0.71 0.86 0.40 0.16 Control Delay 50.4 42.0 14.8 36.4 62.1 24.7 57.9 21.8 73.2 16.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 50.4 42.0 14.8 36.4 62.1 24.7 57.9 21.8 73.2 16.2 LOS D D B D E C E C E B GTC (MJP) Existing AM E-4
H:\2013\13-055\Synchro\Existing AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 42.8 46.4 25.4 21.7 Approach LOS D D C C Queue Length 50th (ft) 75 45 0 24 161 38 157 601 21 51 Queue Length 95th (ft) #142 88 27 53 #267 102 236 726 #60 81 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 198 395 359 275 341 358 392 2553 68 1906 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.60 0.17 0.08 0.14 0.63 0.39 0.54 0.75 0.40 0.13 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 107.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 29.0 Intersection LOS: C Intersection Capacity Utilization 86.4% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Existing AM E-5
H:\2013\13-055\Synchro\Existing AM.syn 5: 112th Avenue SE & SE 68th Street Newcastle MS (13-055) Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 84 2 1 494 3 1 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 89 2 1 526 3 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 91 618 90 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 91 618 90 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cm capacity (veh/h) 1485 448 959 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 91 527 4 Volume Left 0 1 3 Volume Right 2 0 1 csh 1700 1485 516 Volume to Capacity 0.05 0.00 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 12.0 Lane LOS A B Approach Delay (s) 0.0 0.0 12.0 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 36.8% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing AM E-6
Existing School PM Peak-Hour Level of Service Analysis F
H:\2013\13-055\Synchro\Existing School PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 63 17 44 0 11 9 49 184 18 11 118 111 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 72 20 51 0 13 10 56 211 21 13 136 128 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 576 570 199 620 623 222 263 232 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 576 570 199 620 623 222 263 232 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 82 95 94 100 97 99 96 99 cm capacity (veh/h) 393 406 836 346 379 813 1289 1324 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 143 23 289 276 Volume Left 72 0 56 13 Volume Right 51 10 21 128 csh 487 498 1289 1324 Volume to Capacity 0.29 0.05 0.04 0.01 Queue Length 95th (ft) 30 4 3 1 Control Delay (s) 15.4 12.6 1.9 0.4 Lane LOS C B A A Approach Delay (s) 15.4 12.6 1.9 0.4 Approach LOS C B Intersection Summary Average Delay 4.3 Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing School PM F-1
H:\2013\13-055\Synchro\Existing School PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 2 125 41 148 133 12 45 24 138 13 27 3 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 2 142 47 168 151 14 51 27 157 15 31 3 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 191 333 51 184 49 Volume Left (vph) 2 168 51 0 15 Volume Right (vph) 47 14 0 157 3 Hadj (s) -0.08 0.14 0.57-0.53 0.09 Departure Headway (s) 5.1 5.1 6.5 5.4 5.9 Degree Utilization, x 0.27 0.47 0.09 0.28 0.08 Capacity (veh/h) 657 676 516 617 537 Control Delay (s) 10.0 12.6 9.0 9.3 9.4 Approach Delay (s) 10.0 12.6 9.2 9.4 Approach LOS A B A A Intersection Summary Delay 10.8 HCM Level of Service B Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing School PM F-2
H:\2013\13-055\Synchro\Existing School PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 107 0 25 1 2 5 33 68 1 7 110 112 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 130 0 30 1 2 6 40 83 1 9 134 137 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 161 10 124 279 Volume Left (vph) 130 1 40 9 Volume Right (vph) 30 6 1 137 Hadj (s) 0.08-0.32 0.09-0.25 Departure Headway (s) 4.9 4.7 4.7 4.2 Degree Utilization, x 0.22 0.01 0.16 0.33 Capacity (veh/h) 680 675 719 810 Control Delay (s) 9.3 7.8 8.7 9.3 Approach Delay (s) 9.3 7.8 8.7 9.3 Approach LOS A A A A Intersection Summary Delay 9.1 HCM Level of Service A Intersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing School PM F-3
H:\2013\13-055\Synchro\Existing School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 135 115 110 53 130 120 124 479 20 107 1078 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.994 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3518 0 1770 3486 0 Flt Permitted 0.377 0.673 0.950 0.950 Satd. Flow (perm) 702 1863 1583 1254 1863 1583 1770 3518 0 1770 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 125 136 5 14 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 153 131 125 60 148 136 141 544 23 122 1225 136 Shared Lane Traffic (%) Lane Group Flow (vph) 153 131 125 60 148 136 141 567 0 122 1361 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 16.0 28.0 28.0 9.0 21.0 21.0 21.0 64.0 0.0 19.0 62.0 0.0 Total Split (%) 13.3% 23.3% 23.3% 7.5% 17.5% 17.5% 17.5% 53.3% 0.0% 15.8% 51.7% 0.0% Maximum Green (s) 12.0 24.0 24.0 5.0 17.0 17.0 17.0 60.0 15.0 58.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 28.7 21.9 21.9 18.5 13.3 13.3 13.3 49.6 12.0 48.3 Actuated g/c Ratio 0.28 0.21 0.21 0.18 0.13 0.13 0.13 0.48 0.12 0.47 v/c Ratio 0.49 0.33 0.29 0.24 0.61 0.42 0.62 0.33 0.59 0.83 Control Delay 37.8 41.4 9.1 34.8 57.1 12.2 57.8 17.1 59.0 28.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 37.8 41.4 9.1 34.8 57.1 12.2 57.8 17.1 59.0 28.9 LOS D D A C E B E B E C GTC (MJP) Existing School PM F-4
H:\2013\13-055\Synchro\Existing School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 30.2 35.5 25.2 31.4 Approach LOS C D C C Queue Length 50th (ft) 84 80 0 31 99 0 94 120 81 405 Queue Length 95th (ft) 150 145 49 69 174 54 168 167 151 527 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 325 451 479 251 320 384 304 2133 268 2047 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.47 0.29 0.26 0.24 0.46 0.35 0.46 0.27 0.46 0.66 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 102.7 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 30.2 Intersection Capacity Utilization 68.1% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service C Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Existing School PM F-5
Existing PM Peak-Hour Level of Service Analysis G
H:\2013\13-055\Synchro\Existing PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 81 29 67 0 13 14 50 102 4 16 170 184 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 85 31 71 0 14 15 53 107 4 17 179 194 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 546 526 276 610 621 109 373 112 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 546 526 276 610 621 109 373 112 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 79 93 91 100 96 98 96 99 cm capacity (veh/h) 413 433 765 336 382 947 1191 1484 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 186 28 164 389 Volume Left 85 0 53 17 Volume Right 71 15 4 194 csh 505 553 1191 1484 Volume to Capacity 0.37 0.05 0.04 0.01 Queue Length 95th (ft) 42 4 3 1 Control Delay (s) 16.2 11.9 2.9 0.4 Lane LOS C B A A Approach Delay (s) 16.2 11.9 2.9 0.4 Approach LOS C B Intersection Summary Average Delay 5.2 Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing PM G-1
H:\2013\13-055\Synchro\Existing PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 1 160 61 175 140 21 29 26 171 19 56 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1 176 67 192 154 23 32 29 188 21 62 2 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 244 369 32 216 85 Volume Left (vph) 1 192 32 0 21 Volume Right (vph) 67 23 0 188 2 Hadj (s) -0.15 0.08 0.52-0.59 0.05 Departure Headway (s) 5.3 5.3 6.8 5.7 6.2 Degree Utilization, x 0.36 0.55 0.06 0.34 0.15 Capacity (veh/h) 627 643 487 578 500 Control Delay (s) 11.3 14.6 9.1 10.5 10.3 Approach Delay (s) 11.3 14.6 10.3 10.3 Approach LOS B B B B Intersection Summary Delay 12.2 HCM Level of Service B Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Existing PM G-2
H:\2013\13-055\Synchro\Existing PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 141 2 42 2 1 3 27 74 1 0 152 122 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 164 2 49 2 1 3 31 86 1 0 177 142 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 215 7 119 319 Volume Left (vph) 164 2 31 0 Volume Right (vph) 49 3 1 142 Hadj (s) 0.03-0.22 0.06-0.25 Departure Headway (s) 5.0 5.0 4.9 4.4 Degree Utilization, x 0.30 0.01 0.16 0.39 Capacity (veh/h) 675 628 686 781 Control Delay (s) 10.0 8.1 8.9 10.1 Approach Delay (s) 10.0 8.1 8.9 10.1 Approach LOS B A A B Intersection Summary Delay 9.9 HCM Level of Service A Intersection Capacity Utilization 48.0% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Existing PM G-3
H:\2013\13-055\Synchro\Existing PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 152 165 171 75 195 94 120 438 25 81 1493 110 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.992 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1881 1599 1787 3546 0 1787 3539 0 Flt Permitted 0.241 0.619 0.950 0.950 Satd. Flow (perm) 453 1881 1599 1164 1881 1599 1787 3546 0 1787 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 180 99 8 10 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 160 174 180 79 205 99 126 461 26 85 1572 116 Shared Lane Traffic (%) Lane Group Flow (vph) 160 174 180 79 205 99 126 487 0 85 1688 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 13.0 25.0 25.0 9.0 21.0 21.0 16.0 70.0 0.0 16.0 70.0 0.0 Total Split (%) 10.8% 20.8% 20.8% 7.5% 17.5% 17.5% 13.3% 58.3% 0.0% 13.3% 58.3% 0.0% Maximum Green (s) 9.0 21.0 21.0 5.0 17.0 17.0 12.0 66.0 12.0 66.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 28.7 21.9 21.9 20.7 15.6 15.6 11.2 65.5 10.0 61.7 Actuated g/c Ratio 0.25 0.19 0.19 0.18 0.14 0.14 0.10 0.58 0.09 0.54 v/c Ratio 0.72 0.48 0.40 0.33 0.79 0.32 0.72 0.24 0.54 0.88 Control Delay 56.9 48.8 9.1 40.7 71.3 12.2 74.0 12.9 64.5 29.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 56.9 48.8 9.1 40.7 71.3 12.2 74.0 12.9 64.5 29.2 GTC (MJP) Existing PM G-4
H:\2013\13-055\Synchro\Existing PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS E D A D E B E B E C Approach Delay 37.4 49.7 25.5 30.9 Approach LOS D D C C Queue Length 50th (ft) 103 124 0 48 155 0 96 95 64 562 Queue Length 95th (ft) #198 198 62 91 #270 50 #185 128 117 677 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 221 364 455 239 284 326 191 2092 191 2079 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.72 0.48 0.40 0.33 0.72 0.30 0.66 0.23 0.45 0.81 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 113.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 33.1 Intersection LOS: C Intersection Capacity Utilization 83.4% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Existing PM G-5
2016 Baseline AM Peak-Hour Level of Service Analysis H
H:\2013\13-055\Synchro\Baseline 2016 AM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 182 40 11 2 17 32 69 452 15 7 70 89 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 188 41 11 2 18 33 71 466 15 7 72 92 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 790 756 118 780 794 474 164 481 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 790 756 118 780 794 474 164 481 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 29 87 99 99 94 94 95 99 cm capacity (veh/h) 265 317 931 265 301 589 1408 1076 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 240 53 553 171 Volume Left 188 2 71 7 Volume Right 11 33 15 92 csh 282 431 1408 1076 Volume to Capacity 0.85 0.12 0.05 0.01 Queue Length 95th (ft) 181 10 4 1 Control Delay (s) 61.8 14.5 1.5 0.4 Lane LOS F B A A Approach Delay (s) 61.8 14.5 1.5 0.4 Approach LOS F B Intersection Summary Average Delay 16.2 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Baseline 2016 AM H-1
H:\2013\13-055\Synchro\Baseline 2016 AM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 5 57 45 189 379 66 109 74 69 10 22 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 61 48 203 408 71 117 80 74 11 24 1 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 115 682 117 154 35 Volume Left (vph) 5 203 117 0 11 Volume Right (vph) 48 71 0 74 1 Hadj (s) -0.17 0.07 0.57-0.27 0.11 Departure Headway (s) 5.7 5.1 7.3 6.4 6.9 Degree Utilization, x 0.18 0.97 0.24 0.27 0.07 Capacity (veh/h) 602 700 487 550 501 Control Delay (s) 10.0 48.4 11.3 10.6 10.4 Approach Delay (s) 10.0 48.4 10.9 10.4 Approach LOS A E B B Intersection Summary Delay 34.0 HCM Level of Service D Intersection Capacity Utilization 60.4% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Baseline 2016 AM H-2
H:\2013\13-055\Synchro\Baseline 2016 AM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 98 1 12 0 4 4 69 202 0 2 75 172 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Hourly flow rate (vph) 140 1 17 0 6 6 99 289 0 3 107 246 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 159 11 387 356 Volume Left (vph) 140 0 99 3 Volume Right (vph) 17 6 0 246 Hadj (s) 0.15-0.27 0.08-0.38 Departure Headway (s) 5.8 5.7 4.9 4.5 Degree Utilization, x 0.26 0.02 0.53 0.45 Capacity (veh/h) 558 503 707 759 Control Delay (s) 10.8 8.9 13.4 11.2 Approach Delay (s) 10.8 8.9 13.4 11.2 Approach LOS B A B B Intersection Summary Delay 12.0 HCM Level of Service B Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2016 AM H-3
H:\2013\13-055\Synchro\Baseline 2016 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 127 72 32 42 232 149 226 2041 19 28 241 32 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.999 0.982 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3536 0 1770 3476 0 Flt Permitted 0.220 0.709 0.950 0.950 Satd. Flow (perm) 410 1863 1583 1321 1863 1583 1770 3536 0 1770 3476 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 33 74 1 16 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 130 73 33 43 237 152 231 2083 19 29 246 33 Shared Lane Traffic (%) Lane Group Flow (vph) 130 73 33 43 237 152 231 2102 0 29 279 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 10.0 25.0 25.0 8.0 23.0 23.0 27.0 79.0 0.0 8.0 60.0 0.0 Total Split (%) 8.3% 20.8% 20.8% 6.7% 19.2% 19.2% 22.5% 65.8% 0.0% 6.7% 50.0% 0.0% Maximum Green (s) 6.0 21.0 21.0 4.0 19.0 19.0 23.0 75.0 4.0 56.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 26.0 21.4 21.4 21.5 17.5 17.5 19.1 73.1 4.0 54.6 Actuated g/c Ratio 0.23 0.19 0.19 0.19 0.15 0.15 0.17 0.65 0.04 0.48 v/c Ratio 0.78 0.21 0.10 0.16 0.82 0.50 0.78 0.92 0.46 0.17 Control Delay 69.4 43.8 14.4 37.3 70.8 29.9 63.8 26.7 79.5 16.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 69.4 43.8 14.4 37.3 70.8 29.9 63.8 26.7 79.5 16.6 LOS E D B D E C E C E B GTC (MJP) Baseline 2016 AM H-4
H:\2013\13-055\Synchro\Baseline 2016 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 53.8 53.1 30.3 22.5 Approach LOS D D C C Queue Length 50th (ft) 83 49 0 26 179 54 172 739 23 57 Queue Length 95th (ft) #150 94 29 57 #307 123 257 #983 #65 87 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 167 357 330 267 315 329 362 2358 63 1751 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.78 0.20 0.10 0.16 0.75 0.46 0.64 0.89 0.46 0.16 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 113.3 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 34.2 Intersection LOS: C Intersection Capacity Utilization 92.9% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Baseline 2016 AM H-5
H:\2013\13-055\Synchro\Baseline 2016 AM.syn 5: 112th Avenue SE & SE 68th Street Newcastle MS (13-055) Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 92 2 1 540 3 1 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 98 2 1 574 3 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 100 676 99 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 100 676 99 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cm capacity (veh/h) 1474 414 949 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 100 576 4 Volume Left 0 1 3 Volume Right 2 0 1 csh 1700 1474 482 Volume to Capacity 0.06 0.00 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 12.5 Lane LOS A B Approach Delay (s) 0.0 0.0 12.5 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2016 AM H-6
2016 Baseline School PM Peak-Hour Level of Service Analysis I
H:\2013\13-055\Synchro\Baseline 2016 School PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 69 19 48 0 12 10 54 201 20 12 129 121 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 79 22 55 0 14 11 62 231 23 14 148 139 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 630 624 218 678 682 243 287 254 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 630 624 218 678 682 243 287 254 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 78 94 93 100 96 99 95 99 cm capacity (veh/h) 357 376 817 309 348 791 1263 1299 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 156 25 316 301 Volume Left 79 0 62 14 Volume Right 55 11 23 139 csh 449 467 1263 1299 Volume to Capacity 0.35 0.05 0.05 0.01 Queue Length 95th (ft) 38 4 4 1 Control Delay (s) 17.2 13.2 1.9 0.5 Lane LOS C B A A Approach Delay (s) 17.2 13.2 1.9 0.5 Approach LOS C B Intersection Summary Average Delay 4.7 Intersection Capacity Utilization 54.0% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2016 School PM I-1
H:\2013\13-055\Synchro\Baseline 2016 School PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 2 137 45 162 145 13 49 26 151 14 30 3 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 2 156 51 184 165 15 56 30 172 16 34 3 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 209 364 56 201 53 Volume Left (vph) 2 184 56 0 16 Volume Right (vph) 51 15 0 172 3 Hadj (s) -0.08 0.14 0.57-0.53 0.09 Departure Headway (s) 5.3 5.2 6.7 5.6 6.1 Degree Utilization, x 0.31 0.53 0.10 0.31 0.09 Capacity (veh/h) 636 658 502 597 510 Control Delay (s) 10.5 14.0 9.3 9.9 9.7 Approach Delay (s) 10.5 14.0 9.8 9.7 Approach LOS B B A A Intersection Summary Delay 11.7 HCM Level of Service B Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2016 School PM I-2
H:\2013\13-055\Synchro\Baseline 2016 School PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 117 0 27 1 2 5 36 74 1 8 120 122 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 143 0 33 1 2 6 44 90 1 10 146 149 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 176 10 135 305 Volume Left (vph) 143 1 44 10 Volume Right (vph) 33 6 1 149 Hadj (s) 0.08-0.32 0.09-0.25 Departure Headway (s) 5.0 4.9 4.8 4.3 Degree Utilization, x 0.24 0.01 0.18 0.36 Capacity (veh/h) 666 651 705 797 Control Delay (s) 9.6 7.9 8.9 9.8 Approach Delay (s) 9.6 7.9 8.9 9.8 Approach LOS A A A A Intersection Summary Delay 9.5 HCM Level of Service A Intersection Capacity Utilization 43.9% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2016 School PM I-3
H:\2013\13-055\Synchro\Baseline 2016 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 148 126 120 58 142 131 135 523 22 117 1178 131 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.994 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3518 0 1770 3486 0 Flt Permitted 0.337 0.666 0.950 0.950 Satd. Flow (perm) 628 1863 1583 1241 1863 1583 1770 3518 0 1770 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 136 149 5 14 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 168 143 136 66 161 149 153 594 25 133 1339 149 Shared Lane Traffic (%) Lane Group Flow (vph) 168 143 136 66 161 149 153 619 0 133 1488 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 16.0 28.0 28.0 9.0 21.0 21.0 21.0 64.0 0.0 19.0 62.0 0.0 Total Split (%) 13.3% 23.3% 23.3% 7.5% 17.5% 17.5% 17.5% 53.3% 0.0% 15.8% 51.7% 0.0% Maximum Green (s) 12.0 24.0 24.0 5.0 17.0 17.0 17.0 60.0 15.0 58.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 29.6 22.8 22.8 19.1 14.0 14.0 13.9 54.2 12.6 52.9 Actuated g/c Ratio 0.27 0.21 0.21 0.18 0.13 0.13 0.13 0.50 0.12 0.49 v/c Ratio 0.58 0.37 0.31 0.27 0.67 0.45 0.67 0.35 0.65 0.87 Control Delay 42.2 43.2 8.9 36.8 61.8 12.1 62.7 17.5 63.8 32.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 42.2 43.2 8.9 36.8 61.8 12.1 62.7 17.5 63.8 32.2 LOS D D A D E B E B E C GTC (MJP) Baseline 2016 School PM I-4
H:\2013\13-055\Synchro\Baseline 2016 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 32.4 37.7 26.4 34.8 Approach LOS C D C C Queue Length 50th (ft) 102 95 0 38 117 0 111 139 97 494 Queue Length 95th (ft) 165 157 50 74 187 56 180 184 163 611 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 300 421 463 243 298 378 283 1989 250 1909 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.56 0.34 0.29 0.27 0.54 0.39 0.54 0.31 0.53 0.78 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 108.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.87 Intersection Signal Delay: 32.8 Intersection Capacity Utilization 73.2% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service D Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Baseline 2016 School PM I-5
2016 Baseline PM Peak-Hour Level of Service Analysis J
H:\2013\13-055\Synchro\Baseline 2016 PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 89 32 73 0 14 15 55 111 4 17 186 201 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 94 34 77 0 15 16 58 117 4 18 196 212 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 595 574 302 666 678 119 407 121 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 595 574 302 666 678 119 407 121 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 75 92 90 100 96 98 95 99 cm capacity (veh/h) 379 404 740 300 352 935 1157 1473 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 204 31 179 425 Volume Left 94 0 58 18 Volume Right 77 16 4 212 csh 470 520 1157 1473 Volume to Capacity 0.43 0.06 0.05 0.01 Queue Length 95th (ft) 54 5 4 1 Control Delay (s) 18.4 12.4 3.0 0.4 Lane LOS C B A A Approach Delay (s) 18.4 12.4 3.0 0.4 Approach LOS C B Intersection Summary Average Delay 5.8 Intersection Capacity Utilization 55.5% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Baseline 2016 PM J-1
H:\2013\13-055\Synchro\Baseline 2016 PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 1 175 67 191 153 23 32 28 187 21 61 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1 192 74 210 168 25 35 31 205 23 67 2 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 267 403 35 236 92 Volume Left (vph) 1 210 35 0 23 Volume Right (vph) 74 25 0 205 2 Hadj (s) -0.15 0.08 0.52-0.59 0.05 Departure Headway (s) 5.5 5.5 7.1 5.9 6.5 Degree Utilization, x 0.41 0.62 0.07 0.39 0.17 Capacity (veh/h) 601 622 470 546 460 Control Delay (s) 12.4 17.1 9.4 11.5 10.8 Approach Delay (s) 12.4 17.1 11.2 10.8 Approach LOS B C B B Intersection Summary Delay 13.8 HCM Level of Service B Intersection Capacity Utilization 64.2% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Baseline 2016 PM J-2
H:\2013\13-055\Synchro\Baseline 2016 PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 154 2 46 2 1 3 30 81 1 0 166 133 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 179 2 53 2 1 3 35 94 1 0 193 155 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 235 7 130 348 Volume Left (vph) 179 2 35 0 Volume Right (vph) 53 3 1 155 Hadj (s) 0.03-0.22 0.07-0.25 Departure Headway (s) 5.1 5.2 5.0 4.5 Degree Utilization, x 0.33 0.01 0.18 0.43 Capacity (veh/h) 659 599 667 766 Control Delay (s) 10.6 8.2 9.2 10.8 Approach Delay (s) 10.6 8.2 9.2 10.8 Approach LOS B A A B Intersection Summary Delay 10.4 HCM Level of Service B Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2016 PM J-3
H:\2013\13-055\Synchro\Baseline 2016 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 166 180 187 82 213 103 131 479 27 89 1631 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.992 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1881 1599 1787 3546 0 1787 3539 0 Flt Permitted 0.195 0.549 0.950 0.950 Satd. Flow (perm) 367 1881 1599 1033 1881 1599 1787 3546 0 1787 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 184 103 8 10 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 175 189 197 86 224 108 138 504 28 94 1717 126 Shared Lane Traffic (%) Lane Group Flow (vph) 175 189 197 86 224 108 138 532 0 94 1843 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 13.0 24.0 24.0 9.0 20.0 20.0 15.0 71.0 0.0 16.0 72.0 0.0 Total Split (%) 10.8% 20.0% 20.0% 7.5% 16.7% 16.7% 12.5% 59.2% 0.0% 13.3% 60.0% 0.0% Maximum Green (s) 9.0 20.0 20.0 5.0 16.0 16.0 11.0 67.0 12.0 68.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 28.7 21.6 21.6 20.7 15.7 15.7 10.9 67.0 10.4 66.6 Actuated g/c Ratio 0.24 0.18 0.18 0.18 0.13 0.13 0.09 0.57 0.09 0.56 v/c Ratio 0.89 0.55 0.44 0.40 0.90 0.36 0.84 0.26 0.59 0.92 Control Delay 80.9 52.1 11.3 44.1 86.7 13.6 91.6 13.4 67.8 32.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 80.9 52.1 11.3 44.1 86.7 13.6 91.6 13.4 67.8 32.4 GTC (MJP) Baseline 2016 PM J-4
H:\2013\13-055\Synchro\Baseline 2016 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F D B D F B F B E C Approach Delay 46.8 59.1 29.5 34.2 Approach LOS D E C C Queue Length 50th (ft) 115 137 9 53 173 3 107 104 71 643 Queue Length 95th (ft) #219 217 76 99 #318 57 #223 138 127 775 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 197 345 443 213 255 305 167 2031 182 2043 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.89 0.55 0.44 0.40 0.88 0.35 0.83 0.26 0.52 0.90 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 118.2 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 38.2 Intersection LOS: D Intersection Capacity Utilization 89.9% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Baseline 2016 PM J-5
2016 Future With AM Peak-Hour Level of Service Analysis K
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 182 40 11 2 17 32 69 483 15 7 111 89 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 188 41 11 2 18 33 71 498 15 7 114 92 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 864 830 160 855 869 506 206 513 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 864 830 160 855 869 506 206 513 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 20 86 99 99 94 94 95 99 cm capacity (veh/h) 234 286 882 233 272 565 1359 1047 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 240 53 585 213 Volume Left 188 2 71 7 Volume Right 11 33 15 92 csh 250 399 1359 1047 Volume to Capacity 0.96 0.13 0.05 0.01 Queue Length 95th (ft) 222 11 4 1 Control Delay (s) 89.7 15.4 1.5 0.4 Lane LOS F C A A Approach Delay (s) 89.7 15.4 1.5 0.4 Approach LOS F C Intersection Summary Average Delay 21.4 Intersection Capacity Utilization 71.3% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2016 AM K-1
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 5 57 86 300 379 66 140 85 153 10 36 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 5 61 92 323 408 71 151 91 165 11 39 1 Direction, Lane # EB 1 WB 1 WB 2 NB 1 NB 2 SB 1 Volume Total (vph) 159 323 478 151 256 51 Volume Left (vph) 5 323 0 151 0 11 Volume Right (vph) 92 0 71 0 165 1 Hadj (s) -0.27 0.57-0.04 0.57-0.38 0.10 Departure Headway (s) 6.7 6.9 6.2 7.7 6.7 7.8 Degree Utilization, x 0.30 0.61 0.83 0.32 0.48 0.11 Capacity (veh/h) 507 515 567 451 515 436 Control Delay (s) 12.5 19.0 31.4 13.0 14.5 11.7 Approach Delay (s) 12.5 26.4 13.9 11.7 Approach LOS B D B B Intersection Summary Delay 20.7 HCM Level of Service C Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2016 AM K-2
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 153 1 12 0 4 4 69 257 0 2 116 214 Peak Hour Factor 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Hourly flow rate (vph) 219 1 17 0 6 6 99 367 0 3 166 306 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 237 11 466 474 Volume Left (vph) 219 0 99 3 Volume Right (vph) 17 6 0 306 Hadj (s) 0.17-0.27 0.08-0.35 Departure Headway (s) 6.5 6.8 5.5 5.1 Degree Utilization, x 0.43 0.02 0.72 0.68 Capacity (veh/h) 500 425 629 678 Control Delay (s) 14.3 10.0 21.3 18.3 Approach Delay (s) 14.3 10.0 21.3 18.3 Approach LOS B A C C Intersection Summary Delay 18.6 HCM Level of Service C Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2016 AM K-3
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 138 72 84 42 232 149 295 2041 19 28 241 46 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.999 0.976 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3536 0 1770 3454 0 Flt Permitted 0.221 0.709 0.950 0.950 Satd. Flow (perm) 412 1863 1583 1321 1863 1583 1770 3536 0 1770 3454 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 86 69 2 24 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 141 73 86 43 237 152 301 2083 19 29 246 47 Shared Lane Traffic (%) Lane Group Flow (vph) 141 73 86 43 237 152 301 2102 0 29 293 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 34.0 84.0 0.0 8.0 58.0 0.0 Total Split (%) 6.7% 16.7% 16.7% 6.7% 16.7% 16.7% 28.3% 70.0% 0.0% 6.7% 48.3% 0.0% Maximum Green (s) 4.0 16.0 16.0 4.0 16.0 16.0 30.0 80.0 4.0 54.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 21.2 18.1 18.1 20.2 16.2 16.2 23.8 75.3 4.0 51.9 Actuated g/c Ratio 0.19 0.16 0.16 0.18 0.14 0.14 0.21 0.67 0.04 0.46 v/c Ratio 1.11 0.24 0.26 0.17 0.88 0.53 0.80 0.89 0.45 0.18 Control Delay 155.1 48.4 12.2 41.1 81.3 33.9 58.8 21.1 78.8 16.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 155.1 48.4 12.2 41.1 81.3 33.9 58.8 21.1 78.8 16.9 LOS F D B D F C E C E B GTC (MJP) Future With 2016 AM K-4
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 88.2 60.6 25.8 22.5 Approach LOS F E C C Queue Length 50th (ft) ~119 52 0 28 185 60 223 644 23 59 Queue Length 95th (ft) #222 99 48 61 #345 131 312 782 #65 93 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 127 301 328 254 268 287 479 2550 64 1725 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.11 0.24 0.26 0.17 0.88 0.53 0.63 0.82 0.45 0.17 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 112.1 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.11 Intersection Signal Delay: 35.3 Intersection LOS: D Intersection Capacity Utilization 93.5% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Future With 2016 AM K-5
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 5: 112th Avenue SE & SE 68th Street Newcastle MS (13-055) Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 133 2 1 581 3 1 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 141 2 1 618 3 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 144 763 143 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 144 763 143 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cm capacity (veh/h) 1421 368 897 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 144 619 4 Volume Left 0 1 3 Volume Right 2 0 1 csh 1700 1421 432 Volume to Capacity 0.08 0.00 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 13.4 Lane LOS A B Approach Delay (s) 0.0 0.0 13.4 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 41.4% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2016 AM K-6
H:\2013\13-055\Synchro\FutureW 2016 AM.syn 6: Access & 116th Avenue SE Newcastle MS (13-055) Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 83 126 252 110 166 256 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 90 137 274 120 180 278 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) px, platoon unblocked vc, conflicting volume 973 334 393 vc1, stage 1 conf vol 334 vc2, stage 2 conf vol 639 vcu, unblocked vol 973 334 393 tc, single (s) 6.4 6.2 4.1 tc, 2 stage (s) 5.4 tf (s) 3.5 3.3 2.2 p0 queue free % 78 81 85 cm capacity (veh/h) 411 708 1165 Direction, Lane # WB 1 WB 2 NB 1 SB 1 SB 2 Volume Total 90 137 393 180 278 Volume Left 90 0 0 180 0 Volume Right 0 137 120 0 0 csh 411 708 1700 1165 1700 Volume to Capacity 0.22 0.19 0.23 0.15 0.16 Queue Length 95th (ft) 21 18 0 14 0 Control Delay (s) 16.2 11.3 0.0 8.7 0.0 Lane LOS C B A Approach Delay (s) 13.2 0.0 3.4 Approach LOS B Intersection Summary Average Delay 4.2 Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2016 AM K-7
2016 Future With School PM Peak-Hour Level of Service Analysis L
H:\2013\13-055\Synchro\FutureW 2016 School PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 69 19 48 0 12 10 54 223 20 12 153 121 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 79 22 55 0 14 11 62 256 23 14 176 139 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 683 676 245 731 734 268 315 279 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 683 676 245 731 734 268 315 279 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 76 94 93 100 96 98 95 99 cm capacity (veh/h) 328 350 788 283 324 766 1234 1272 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 156 25 341 329 Volume Left 79 0 62 14 Volume Right 55 11 23 139 csh 417 439 1234 1272 Volume to Capacity 0.37 0.06 0.05 0.01 Queue Length 95th (ft) 43 5 4 1 Control Delay (s) 18.7 13.7 1.9 0.4 Lane LOS C B A A Approach Delay (s) 18.7 13.7 1.9 0.4 Approach LOS C B Intersection Summary Average Delay 4.8 Intersection Capacity Utilization 56.5% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2016 School PM L-1
H:\2013\13-055\Synchro\FutureW 2016 School PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 2 137 69 225 145 13 71 34 210 14 38 3 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 2 156 78 256 165 15 81 39 239 16 43 3 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 236 435 81 277 62 Volume Left (vph) 2 256 81 0 16 Volume Right (vph) 78 15 0 239 3 Hadj (s) -0.13 0.17 0.57-0.53 0.09 Departure Headway (s) 5.8 5.7 7.2 6.0 6.9 Degree Utilization, x 0.38 0.69 0.16 0.46 0.12 Capacity (veh/h) 572 607 474 551 433 Control Delay (s) 12.4 20.7 10.3 13.0 10.8 Approach Delay (s) 12.4 20.7 12.4 10.8 Approach LOS B C B B Intersection Summary Delay 15.6 HCM Level of Service C Intersection Capacity Utilization 57.1% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2016 School PM L-2
H:\2013\13-055\Synchro\FutureW 2016 School PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 149 0 27 1 2 5 36 106 1 8 149 151 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 182 0 33 1 2 6 44 129 1 10 182 184 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 215 10 174 376 Volume Left (vph) 182 1 44 10 Volume Right (vph) 33 6 1 184 Hadj (s) 0.11-0.32 0.08-0.25 Departure Headway (s) 5.3 5.3 5.1 4.5 Degree Utilization, x 0.32 0.01 0.25 0.47 Capacity (veh/h) 623 579 668 763 Control Delay (s) 10.8 8.4 9.7 11.5 Approach Delay (s) 10.8 8.4 9.7 11.5 Approach LOS B A A B Intersection Summary Delay 10.9 HCM Level of Service B Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2016 School PM L-3
H:\2013\13-055\Synchro\FutureW 2016 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 155 126 157 58 142 131 174 523 22 117 1178 139 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.994 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3518 0 1770 3483 0 Flt Permitted 0.329 0.666 0.950 0.950 Satd. Flow (perm) 613 1863 1583 1241 1863 1583 1770 3518 0 1770 3483 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 178 149 5 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 176 143 178 66 161 149 198 594 25 133 1339 158 Shared Lane Traffic (%) Lane Group Flow (vph) 176 143 178 66 161 149 198 619 0 133 1497 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 16.0 28.0 28.0 9.0 21.0 21.0 21.0 64.0 0.0 19.0 62.0 0.0 Total Split (%) 13.3% 23.3% 23.3% 7.5% 17.5% 17.5% 17.5% 53.3% 0.0% 15.8% 51.7% 0.0% Maximum Green (s) 12.0 24.0 24.0 5.0 17.0 17.0 17.0 60.0 15.0 58.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 29.8 23.0 23.0 19.2 14.1 14.1 15.7 56.9 12.7 53.9 Actuated g/c Ratio 0.27 0.21 0.21 0.17 0.13 0.13 0.14 0.51 0.11 0.48 v/c Ratio 0.62 0.37 0.38 0.28 0.68 0.45 0.80 0.34 0.66 0.89 Control Delay 45.0 44.1 8.5 37.6 63.4 12.1 71.5 17.2 65.7 33.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 45.0 44.1 8.5 37.6 63.4 12.1 71.5 17.2 65.7 33.8 LOS D D A D E B E B E C GTC (MJP) Future With 2016 School PM L-4
H:\2013\13-055\Synchro\FutureW 2016 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 31.7 38.5 30.4 36.4 Approach LOS C D C D Queue Length 50th (ft) 110 97 0 39 119 0 148 140 98 516 Queue Length 95th (ft) 171 157 56 74 187 56 #259 184 163 616 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 290 408 485 238 288 371 274 1933 242 1847 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.61 0.35 0.37 0.28 0.56 0.40 0.72 0.32 0.55 0.81 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 111.6 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 34.5 Intersection LOS: C Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Future With 2016 School PM L-5
H:\2013\13-055\Synchro\FutureW 2016 School PM.syn 5: Access & 116th Avenue SE Newcastle MS (13-055) Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 58 89 226 64 95 237 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 63 97 246 70 103 258 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) px, platoon unblocked vc, conflicting volume 745 280 315 vc1, stage 1 conf vol 280 vc2, stage 2 conf vol 464 vcu, unblocked vol 745 280 315 tc, single (s) 6.4 6.2 4.1 tc, 2 stage (s) 5.4 tf (s) 3.5 3.3 2.2 p0 queue free % 88 87 92 cm capacity (veh/h) 530 758 1245 Direction, Lane # WB 1 WB 2 NB 1 SB 1 Volume Total 63 97 315 361 Volume Left 63 0 0 103 Volume Right 0 97 70 0 csh 530 758 1700 1245 Volume to Capacity 0.12 0.13 0.19 0.08 Queue Length 95th (ft) 10 11 0 7 Control Delay (s) 12.7 10.4 0.0 2.9 Lane LOS B B A Approach Delay (s) 11.3 0.0 2.9 Approach LOS B Intersection Summary Average Delay 3.4 Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2016 School PM L-6
2016 Future With PM Peak-Hour Level of Service Analysis M
H:\2013\13-055\Synchro\FutureW 2016 PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 89 32 73 0 14 15 55 122 4 17 196 201 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 94 34 77 0 15 16 58 128 4 18 206 212 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 617 596 312 688 700 131 418 133 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 617 596 312 688 700 131 418 133 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 74 91 89 100 96 98 95 99 cm capacity (veh/h) 365 392 730 288 342 922 1147 1458 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 204 31 191 436 Volume Left 94 0 58 18 Volume Right 77 16 4 212 csh 456 507 1147 1458 Volume to Capacity 0.45 0.06 0.05 0.01 Queue Length 95th (ft) 57 5 4 1 Control Delay (s) 19.1 12.6 2.8 0.4 Lane LOS C B A A Approach Delay (s) 19.1 12.6 2.8 0.4 Approach LOS C B Intersection Summary Average Delay 5.8 Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2016 PM M - 1
H:\2013\13-055\Synchro\FutureW 2016 PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 1 175 77 218 153 23 43 31 214 21 65 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1 192 85 240 168 25 47 34 235 23 71 2 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 278 433 47 269 97 Volume Left (vph) 1 240 47 0 23 Volume Right (vph) 85 25 0 235 2 Hadj (s) -0.16 0.09 0.52-0.59 0.05 Departure Headway (s) 5.8 5.8 7.3 6.2 6.9 Degree Utilization, x 0.45 0.70 0.10 0.46 0.19 Capacity (veh/h) 569 599 457 530 431 Control Delay (s) 13.6 21.1 9.9 13.2 11.5 Approach Delay (s) 13.6 21.1 12.7 11.5 Approach LOS B C B B Intersection Summary Delay 16.1 HCM Level of Service C Intersection Capacity Utilization 67.4% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2016 PM M - 2
H:\2013\13-055\Synchro\FutureW 2016 PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 167 2 46 2 1 3 30 94 1 0 180 147 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 194 2 53 2 1 3 35 109 1 0 209 171 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 250 7 145 380 Volume Left (vph) 194 2 35 0 Volume Right (vph) 53 3 1 171 Hadj (s) 0.04-0.22 0.06-0.25 Departure Headway (s) 5.2 5.4 5.2 4.6 Degree Utilization, x 0.36 0.01 0.21 0.48 Capacity (veh/h) 641 570 652 754 Control Delay (s) 11.2 8.5 9.5 11.8 Approach Delay (s) 11.2 8.5 9.5 11.8 Approach LOS B A A B Intersection Summary Delay 11.1 HCM Level of Service B Intersection Capacity Utilization 54.0% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2016 PM M - 3
H:\2013\13-055\Synchro\FutureW 2016 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 169 180 205 82 213 103 148 479 27 89 1631 123 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.992 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1881 1599 1787 3546 0 1787 3539 0 Flt Permitted 0.195 0.548 0.950 0.950 Satd. Flow (perm) 367 1881 1599 1031 1881 1599 1787 3546 0 1787 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 184 103 8 11 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 178 189 216 86 224 108 156 504 28 94 1717 129 Shared Lane Traffic (%) Lane Group Flow (vph) 178 189 216 86 224 108 156 532 0 94 1846 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 13.0 24.0 24.0 9.0 20.0 20.0 15.0 71.0 0.0 16.0 72.0 0.0 Total Split (%) 10.8% 20.0% 20.0% 7.5% 16.7% 16.7% 12.5% 59.2% 0.0% 13.3% 60.0% 0.0% Maximum Green (s) 9.0 20.0 20.0 5.0 16.0 16.0 11.0 67.0 12.0 68.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 28.7 21.6 21.6 20.7 15.7 15.7 11.0 67.2 10.5 66.7 Actuated g/c Ratio 0.24 0.18 0.18 0.17 0.13 0.13 0.09 0.57 0.09 0.56 v/c Ratio 0.90 0.55 0.49 0.41 0.90 0.36 0.94 0.26 0.59 0.92 Control Delay 84.1 52.3 13.9 44.1 87.2 13.6 109.6 13.4 67.9 32.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.1 52.3 13.9 44.1 87.2 13.6 109.6 13.4 67.9 32.7 GTC (MJP) Future With 2016 PM M - 4
H:\2013\13-055\Synchro\FutureW 2016 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F D B D F B F B E C Approach Delay 47.8 59.3 35.2 34.4 Approach LOS D E D C Queue Length 50th (ft) 117 137 21 53 173 3 122 104 71 645 Queue Length 95th (ft) #224 217 95 99 #318 57 #258 138 127 776 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 197 343 442 212 254 305 166 2026 181 2038 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.90 0.55 0.49 0.41 0.88 0.35 0.94 0.26 0.52 0.91 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 118.4 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.94 Intersection Signal Delay: 39.6 Intersection LOS: D Intersection Capacity Utilization 91.1% ICU Level of Service F Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Future With 2016 PM M - 5
H:\2013\13-055\Synchro\FutureW 2016 PM.syn 5: Access & 116th Avenue SE Newcastle MS (13-055) Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 28 41 247 26 41 314 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 30 45 268 28 45 341 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) px, platoon unblocked vc, conflicting volume 713 283 297 vc1, stage 1 conf vol 283 vc2, stage 2 conf vol 430 vcu, unblocked vol 713 283 297 tc, single (s) 6.4 6.2 4.1 tc, 2 stage (s) 5.4 tf (s) 3.5 3.3 2.2 p0 queue free % 95 94 96 cm capacity (veh/h) 568 756 1265 Direction, Lane # WB 1 WB 2 NB 1 SB 1 SB 2 Volume Total 30 45 297 45 341 Volume Left 30 0 0 45 0 Volume Right 0 45 28 0 0 csh 568 756 1700 1265 1700 Volume to Capacity 0.05 0.06 0.17 0.04 0.20 Queue Length 95th (ft) 4 5 0 3 0 Control Delay (s) 11.7 10.1 0.0 8.0 0.0 Lane LOS B B A Approach Delay (s) 10.7 0.0 0.9 Approach LOS B Intersection Summary Average Delay 1.5 Intersection Capacity Utilization 31.2% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2016 PM M - 6
2023 Baseline AM Peak-Hour Level of Service Analysis N
H:\2013\13-055\Synchro\Baseline 2023 AM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 224 50 13 3 22 39 85 556 19 8 86 109 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 231 52 13 3 23 40 88 573 20 8 89 112 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 971 929 145 959 976 583 201 593 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 971 929 145 959 976 583 201 593 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 79 99 98 90 92 94 99 cm capacity (veh/h) 186 247 900 185 232 510 1365 978 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 296 66 680 209 Volume Left 231 3 88 8 Volume Right 13 40 20 112 csh 202 341 1365 978 Volume to Capacity 1.46 0.19 0.06 0.01 Queue Length 95th (ft) 447 18 5 1 Control Delay (s) 277.1 18.1 1.7 0.4 Lane LOS F C A A Approach Delay (s) 277.1 18.1 1.7 0.4 Approach LOS F C Intersection Summary Average Delay 67.4 Intersection Capacity Utilization 79.2% ICU Level of Service D Analysis Period (min) 15 GTC (MJP) Baseline 2023 AM N-1
H:\2013\13-055\Synchro\Baseline 2023 AM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 7 70 55 232 466 81 134 91 85 12 27 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 8 75 59 249 501 87 144 98 91 13 29 1 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 142 838 144 189 43 Volume Left (vph) 8 249 144 0 13 Volume Right (vph) 59 87 0 91 1 Hadj (s) -0.17 0.07 0.57-0.27 0.11 Departure Headway (s) 5.9 5.4 7.3 6.5 7.1 Degree Utilization, x 0.23 1.25 0.29 0.34 0.08 Capacity (veh/h) 577 662 481 543 481 Control Delay (s) 10.7 143.3 12.2 11.6 10.7 Approach Delay (s) 10.7 143.3 11.9 10.7 Approach LOS B F B B Intersection Summary Delay 92.9 HCM Level of Service F Intersection Capacity Utilization 73.8% ICU Level of Service D Analysis Period (min) 15 GTC (MJP) Baseline 2023 AM N-2
H:\2013\13-055\Synchro\Baseline 2023 AM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 121 1 15 0 5 5 85 249 0 3 93 211 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 134 1 17 0 6 6 94 277 0 3 103 234 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 152 11 371 341 Volume Left (vph) 134 0 94 3 Volume Right (vph) 17 6 0 234 Hadj (s) 0.14-0.27 0.08-0.38 Departure Headway (s) 5.7 5.6 4.9 4.5 Degree Utilization, x 0.24 0.02 0.50 0.43 Capacity (veh/h) 568 518 714 768 Control Delay (s) 10.5 8.7 12.7 10.8 Approach Delay (s) 10.5 8.7 12.7 10.8 Approach LOS B A B B Intersection Summary Delay 11.5 HCM Level of Service B Intersection Capacity Utilization 60.2% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Baseline 2023 AM N-3
H:\2013\13-055\Synchro\Baseline 2023 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 156 89 39 51 285 183 278 2510 23 35 297 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.999 0.983 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3536 0 1770 3479 0 Flt Permitted 0.226 0.671 0.950 0.950 Satd. Flow (perm) 421 1863 1583 1250 1863 1583 1770 3536 0 1770 3479 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 40 59 2 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 159 91 40 52 291 187 284 2561 23 36 303 40 Shared Lane Traffic (%) Lane Group Flow (vph) 159 91 40 52 291 187 284 2584 0 36 343 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 34.0 84.0 0.0 8.0 58.0 0.0 Total Split (%) 6.7% 16.7% 16.7% 6.7% 16.7% 16.7% 28.3% 70.0% 0.0% 6.7% 48.3% 0.0% Maximum Green (s) 4.0 16.0 16.0 4.0 16.0 16.0 30.0 80.0 4.0 54.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 20.9 17.7 17.7 20.0 16.0 16.0 23.7 80.1 4.0 58.7 Actuated g/c Ratio 0.18 0.15 0.15 0.17 0.14 0.14 0.20 0.68 0.03 0.50 v/c Ratio 1.32 0.33 0.15 0.23 1.15 0.71 0.80 1.08 0.60 0.20 Control Delay 231.5 50.6 15.2 43.0 151.3 49.0 62.0 65.3 95.5 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 231.5 50.6 15.2 43.0 151.3 49.0 62.0 65.3 95.5 17.1 LOS F D B D F D E E F B GTC (MJP) Baseline 2023 AM N-4
H:\2013\13-055\Synchro\Baseline 2023 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 144.9 104.6 65.0 24.5 Approach LOS F F E C Queue Length 50th (ft) ~117 65 0 34 ~269 96 211 ~1194 28 72 Queue Length 95th (ft) #257 118 33 70 #446 #196 294 #1327 #83 112 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 120 278 271 229 252 265 449 2392 60 1732 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.32 0.33 0.15 0.23 1.15 0.71 0.63 1.08 0.60 0.20 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 118.4 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.32 Intersection Signal Delay: 72.1 Intersection LOS: E Intersection Capacity Utilization 110.4% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Baseline 2023 AM N-5
H:\2013\13-055\Synchro\Baseline 2023 AM.syn 5: 112th Avenue SE & SE 68th Street Newcastle MS (13-055) Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 113 3 1 664 4 1 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 120 3 1 706 4 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 123 830 122 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 123 830 122 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cm capacity (veh/h) 1445 336 921 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 123 707 5 Volume Left 0 1 4 Volume Right 3 0 1 csh 1700 1445 384 Volume to Capacity 0.07 0.00 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 14.5 Lane LOS A B Approach Delay (s) 0.0 0.0 14.5 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 45.7% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2023 AM N-6
2023 Baseline School PM Peak-Hour Level of Service Analysis O
H:\2013\13-055\Synchro\Baseline 2023 School PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 85 23 59 0 15 12 66 247 24 15 159 149 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 98 26 68 0 17 14 76 284 28 17 183 171 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 775 766 268 833 838 298 354 311 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 775 766 268 833 838 298 354 311 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 65 91 91 100 94 98 94 99 cm capacity (veh/h) 275 305 765 229 277 737 1194 1238 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 192 31 387 371 Volume Left 98 0 76 17 Volume Right 68 14 28 171 csh 362 384 1194 1238 Volume to Capacity 0.53 0.08 0.06 0.01 Queue Length 95th (ft) 74 7 5 1 Control Delay (s) 25.6 15.2 2.1 0.5 Lane LOS D C A A Approach Delay (s) 25.6 15.2 2.1 0.5 Approach LOS D C Intersection Summary Average Delay 6.5 Intersection Capacity Utilization 62.6% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Baseline 2023 School PM O - 1
H:\2013\13-055\Synchro\Baseline 2023 School PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 3 168 55 199 179 16 60 32 185 17 36 4 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 3 191 62 226 203 18 68 36 210 19 41 5 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 257 448 68 247 65 Volume Left (vph) 3 226 68 0 19 Volume Right (vph) 63 18 0 210 5 Hadj (s) -0.08 0.14 0.57-0.53 0.09 Departure Headway (s) 5.8 5.6 7.2 6.1 6.8 Degree Utilization, x 0.41 0.70 0.14 0.42 0.12 Capacity (veh/h) 579 617 466 539 446 Control Delay (s) 12.7 20.8 10.1 12.2 10.8 Approach Delay (s) 12.7 20.8 11.7 10.8 Approach LOS B C B B Intersection Summary Delay 15.6 HCM Level of Service C Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Baseline 2023 School PM O - 2
H:\2013\13-055\Synchro\Baseline 2023 School PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 144 0 34 1 3 7 44 91 1 9 148 151 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 176 0 41 1 4 9 54 111 1 11 180 184 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 217 13 166 376 Volume Left (vph) 176 1 54 11 Volume Right (vph) 41 9 1 184 Hadj (s) 0.08-0.33 0.09-0.25 Departure Headway (s) 5.3 5.3 5.1 4.5 Degree Utilization, x 0.32 0.02 0.24 0.47 Capacity (veh/h) 628 584 663 762 Control Delay (s) 10.8 8.4 9.7 11.5 Approach Delay (s) 10.8 8.4 9.7 11.5 Approach LOS B A A B Intersection Summary Delay 10.9 HCM Level of Service B Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Baseline 2023 School PM O - 3
H:\2013\13-055\Synchro\Baseline 2023 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 181 155 148 71 175 161 167 644 27 144 1449 161 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.994 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3518 0 1770 3486 0 Flt Permitted 0.226 0.586 0.950 0.950 Satd. Flow (perm) 421 1863 1583 1092 1863 1583 1770 3518 0 1770 3486 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 168 183 5 15 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 206 176 168 81 199 183 190 732 31 164 1647 183 Shared Lane Traffic (%) Lane Group Flow (vph) 206 176 168 81 199 183 190 763 0 164 1830 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 14.0 24.0 24.0 10.0 20.0 20.0 18.0 63.0 0.0 23.0 68.0 0.0 Total Split (%) 11.7% 20.0% 20.0% 8.3% 16.7% 16.7% 15.0% 52.5% 0.0% 19.2% 56.7% 0.0% Maximum Green (s) 10.0 20.0 20.0 6.0 16.0 16.0 14.0 59.0 19.0 64.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 29.3 21.3 21.3 21.3 15.3 15.3 14.0 62.4 15.6 64.0 Actuated g/c Ratio 0.25 0.18 0.18 0.18 0.13 0.13 0.12 0.52 0.13 0.54 v/c Ratio 0.95 0.53 0.40 0.35 0.84 0.51 0.91 0.41 0.71 0.97 Control Delay 90.9 51.9 9.5 41.1 79.2 12.0 95.9 18.6 66.3 42.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 90.9 51.9 9.5 41.1 79.2 12.0 95.9 18.6 66.3 42.8 LOS F D A D E B F B E D GTC (MJP) Baseline 2023 School PM O - 4
H:\2013\13-055\Synchro\Baseline 2023 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 53.6 46.0 34.1 44.7 Approach LOS D D C D Queue Length 50th (ft) 136 127 0 50 152 0 148 185 123 698 Queue Length 95th (ft) #242 197 57 91 #262 61 #278 238 189 #860 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 217 333 421 229 250 371 208 1843 282 1877 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.95 0.53 0.40 0.35 0.80 0.49 0.91 0.41 0.58 0.97 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 119.3 Natural Cycle: 100 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 43.5 Intersection LOS: D Intersection Capacity Utilization 87.0% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Baseline 2023 School PM O - 5
2023 Baseline PM Peak-Hour Level of Service Analysis P
H:\2013\13-055\Synchro\Baseline 2023 PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 109 39 90 0 17 19 67 137 5 22 228 247 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 115 41 95 0 18 20 71 144 5 23 240 260 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 733 707 370 819 834 147 500 149 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 733 707 370 819 834 147 500 149 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 61 88 86 100 94 98 93 98 cm capacity (veh/h) 295 332 678 216 280 903 1069 1438 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 251 38 220 523 Volume Left 115 0 71 23 Volume Right 95 20 5 260 csh 384 441 1069 1438 Volume to Capacity 0.65 0.09 0.07 0.02 Queue Length 95th (ft) 111 7 5 1 Control Delay (s) 30.4 13.9 3.2 0.5 Lane LOS D B A A Approach Delay (s) 30.4 13.9 3.2 0.5 Approach LOS D B Intersection Summary Average Delay 8.8 Intersection Capacity Utilization 64.1% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Baseline 2023 PM P - 1
H:\2013\13-055\Synchro\Baseline 2023 PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 1 215 82 235 188 28 39 35 230 26 75 3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1 236 90 258 207 31 43 38 253 29 82 3 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 327 496 43 291 114 Volume Left (vph) 1 258 43 0 29 Volume Right (vph) 90 31 0 253 3 Hadj (s) -0.15 0.08 0.52-0.59 0.05 Departure Headway (s) 6.4 6.2 7.9 6.7 7.6 Degree Utilization, x 0.58 0.86 0.09 0.55 0.24 Capacity (veh/h) 526 496 431 501 421 Control Delay (s) 17.7 35.5 10.5 16.3 13.1 Approach Delay (s) 17.7 35.5 15.6 13.1 Approach LOS C E C B Intersection Summary Delay 23.7 HCM Level of Service C Intersection Capacity Utilization 75.9% ICU Level of Service D Analysis Period (min) 15 GTC (MJP) Baseline 2023 PM P - 2
H:\2013\13-055\Synchro\Baseline 2023 PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 189 3 56 3 1 4 36 99 1 0 204 164 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 220 3 65 3 1 5 42 115 1 0 237 191 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 288 9 158 428 Volume Left (vph) 220 3 42 0 Volume Right (vph) 65 5 1 191 Hadj (s) 0.03-0.21 0.07-0.25 Departure Headway (s) 5.4 5.7 5.4 4.8 Degree Utilization, x 0.43 0.01 0.24 0.56 Capacity (veh/h) 621 515 619 728 Control Delay (s) 12.5 8.8 10.1 13.7 Approach Delay (s) 12.5 8.8 10.1 13.7 Approach LOS B A B B Intersection Summary Delay 12.6 HCM Level of Service B Intersection Capacity Utilization 58.7% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Baseline 2023 PM P - 3
H:\2013\13-055\Synchro\Baseline 2023 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 204 222 230 101 262 126 161 589 34 109 2006 148 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.992 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1881 1599 1787 3546 0 1787 3539 0 Flt Permitted 0.211 0.303 0.950 0.950 Satd. Flow (perm) 397 1881 1599 570 1881 1599 1787 3546 0 1787 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 154 103 8 11 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 215 234 242 106 276 133 169 620 36 115 2112 156 Shared Lane Traffic (%) Lane Group Flow (vph) 215 234 242 106 276 133 169 656 0 115 2268 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 12.0 23.0 23.0 9.0 20.0 20.0 14.0 69.0 0.0 19.0 74.0 0.0 Total Split (%) 10.0% 19.2% 19.2% 7.5% 16.7% 16.7% 11.7% 57.5% 0.0% 15.8% 61.7% 0.0% Maximum Green (s) 8.0 19.0 19.0 5.0 16.0 16.0 10.0 65.0 15.0 70.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 27.0 19.0 19.0 21.0 16.0 16.0 10.0 67.6 12.4 70.0 Actuated g/c Ratio 0.22 0.16 0.16 0.18 0.13 0.13 0.08 0.56 0.10 0.58 v/c Ratio 1.18 0.79 0.63 0.71 1.10 0.44 1.13 0.33 0.62 1.10 Control Delay 161.9 67.8 25.7 65.9 134.2 19.3 163.5 14.7 65.9 77.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 161.9 67.8 25.7 65.9 134.2 19.3 163.5 14.7 65.9 77.2 GTC (MJP) Baseline 2023 PM P - 4
H:\2013\13-055\Synchro\Baseline 2023 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F E C E F B F B E E Approach Delay 82.3 90.5 45.2 76.6 Approach LOS F F D E Queue Length 50th (ft) ~148 176 61 67 ~243 21 ~152 136 86 ~1047 Queue Length 95th (ft) #304 #300 152 #144 #415 82 #294 182 147 #1184 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 182 298 383 150 251 302 149 2000 223 2069 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.18 0.79 0.63 0.71 1.10 0.44 1.13 0.33 0.52 1.10 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 73.3 Intersection LOS: E Intersection Capacity Utilization 107.5% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Baseline 2023 PM P - 5
2023 Future With AM Peak-Hour Level of Service Analysis Q
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 224 50 13 3 22 39 85 587 19 8 127 109 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Hourly flow rate (vph) 231 52 13 3 23 40 88 605 20 8 131 112 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 1045 1004 187 1033 1050 615 243 625 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 1045 1004 187 1033 1050 615 243 625 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 77 98 98 89 92 93 99 cm capacity (veh/h) 163 223 852 160 209 489 1317 952 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 296 66 712 252 Volume Left 231 3 88 8 Volume Right 13 40 20 112 csh 178 315 1317 952 Volume to Capacity 1.66 0.21 0.07 0.01 Queue Length 95th (ft) 505 19 5 1 Control Delay (s) 366.2 19.5 1.7 0.4 Lane LOS F C A A Approach Delay (s) 366.2 19.5 1.7 0.4 Approach LOS F C Intersection Summary Average Delay 83.7 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15 GTC (MJP) Future With 2023 AM Q-1
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 7 70 96 343 466 81 165 102 169 12 41 1 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Hourly flow rate (vph) 8 75 103 369 501 87 177 110 182 13 44 1 Direction, Lane # EB 1 WB 1 WB 2 NB 1 NB 2 SB 1 Volume Total (vph) 186 369 588 177 291 58 Volume Left (vph) 8 369 0 177 0 13 Volume Right (vph) 103 0 87 0 182 1 Hadj (s) -0.26 0.57-0.04 0.57-0.37 0.10 Departure Headway (s) 7.0 7.2 6.6 7.9 7.0 8.1 Degree Utilization, x 0.36 0.74 1.08 0.39 0.57 0.13 Capacity (veh/h) 495 494 556 446 497 420 Control Delay (s) 13.9 26.6 84.4 14.7 17.5 12.3 Approach Delay (s) 13.9 62.1 16.5 12.3 Approach LOS B F C B Intersection Summary Delay 42.2 HCM Level of Service E Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2023 AM Q-2
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 176 1 15 0 5 5 85 304 0 3 134 253 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Hourly flow rate (vph) 196 1 17 0 6 6 94 338 0 3 149 281 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 213 11 432 433 Volume Left (vph) 196 0 94 3 Volume Right (vph) 17 6 0 281 Hadj (s) 0.17-0.27 0.08-0.35 Departure Headway (s) 6.2 6.4 5.3 4.9 Degree Utilization, x 0.37 0.02 0.64 0.59 Capacity (veh/h) 515 433 650 703 Control Delay (s) 12.8 9.5 17.2 14.8 Approach Delay (s) 12.8 9.5 17.2 14.8 Approach LOS B A C B Intersection Summary Delay 15.3 HCM Level of Service C Intersection Capacity Utilization 70.8% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2023 AM Q-3
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 167 89 91 51 285 183 347 2510 23 35 297 53 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.999 0.977 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3536 0 1770 3458 0 Flt Permitted 0.226 0.671 0.950 0.950 Satd. Flow (perm) 421 1863 1583 1250 1863 1583 1770 3536 0 1770 3458 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 93 58 2 22 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 170 91 93 52 291 187 354 2561 23 36 303 54 Shared Lane Traffic (%) Lane Group Flow (vph) 170 91 93 52 291 187 354 2584 0 36 357 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 34.0 84.0 0.0 8.0 58.0 0.0 Total Split (%) 6.7% 16.7% 16.7% 6.7% 16.7% 16.7% 28.3% 70.0% 0.0% 6.7% 48.3% 0.0% Maximum Green (s) 4.0 16.0 16.0 4.0 16.0 16.0 30.0 80.0 4.0 54.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 20.9 17.7 17.7 20.0 16.0 16.0 27.1 80.1 4.0 55.3 Actuated g/c Ratio 0.18 0.15 0.15 0.17 0.14 0.14 0.23 0.68 0.03 0.47 v/c Ratio 1.42 0.33 0.29 0.23 1.15 0.71 0.87 1.08 0.60 0.22 Control Delay 266.2 50.6 12.1 43.0 151.3 49.5 66.5 65.3 95.5 18.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 266.2 50.6 12.1 43.0 151.3 49.5 66.5 65.3 95.5 18.4 LOS F D B D F D E E F B GTC (MJP) Future With 2023 AM Q-4
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 144.0 104.8 65.5 25.5 Approach LOS F F E C Queue Length 50th (ft) ~135 65 0 34 ~269 97 259 ~1194 28 81 Queue Length 95th (ft) #276 118 49 70 #446 #198 #404 #1327 #83 114 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 120 278 316 229 252 264 449 2392 60 1627 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.42 0.33 0.29 0.23 1.15 0.71 0.79 1.08 0.60 0.22 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 118.4 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.42 Intersection Signal Delay: 73.3 Intersection LOS: E Intersection Capacity Utilization 111.0% ICU Level of Service H Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Future With 2023 AM Q-5
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 5: 112th Avenue SE & SE 68th Street Newcastle MS (13-055) Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 154 3 1 695 4 1 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Hourly flow rate (vph) 164 3 1 739 4 1 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 167 907 165 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 167 907 165 tc, single (s) 4.1 6.4 6.2 tc, 2 stage (s) tf (s) 2.2 3.5 3.3 p0 queue free % 100 99 100 cm capacity (veh/h) 1393 302 871 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 167 740 5 Volume Left 0 1 4 Volume Right 3 0 1 csh 1700 1393 348 Volume to Capacity 0.10 0.00 0.02 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 15.5 Lane LOS A C Approach Delay (s) 0.0 0.0 15.5 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2023 AM Q-6
H:\2013\13-055\Synchro\FutureW 2023 AM.syn 6: Access & 116th Avenue SE Newcastle MS (13-055) Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 83 126 310 110 166 314 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 90 137 337 120 180 341 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) px, platoon unblocked vc, conflicting volume 1099 397 457 vc1, stage 1 conf vol 397 vc2, stage 2 conf vol 702 vcu, unblocked vol 1099 397 457 tc, single (s) 6.4 6.2 4.1 tc, 2 stage (s) 5.4 tf (s) 3.5 3.3 2.2 p0 queue free % 76 79 84 cm capacity (veh/h) 376 653 1104 Direction, Lane # WB 1 WB 2 NB 1 SB 1 SB 2 Volume Total 90 137 457 180 341 Volume Left 90 0 0 180 0 Volume Right 0 137 120 0 0 csh 376 653 1700 1104 1700 Volume to Capacity 0.24 0.21 0.27 0.16 0.20 Queue Length 95th (ft) 23 20 0 15 0 Control Delay (s) 17.6 12.0 0.0 8.9 0.0 Lane LOS C B A Approach Delay (s) 14.2 0.0 3.1 Approach LOS B Intersection Summary Average Delay 4.0 Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2023 AM Q-7
2023 Future With School PM Peak-Hour Level of Service Analysis R
H:\2013\13-055\Synchro\FutureW 2023 School PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 85 23 59 0 15 12 66 269 24 15 183 149 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Hourly flow rate (vph) 98 26 68 0 17 14 76 309 28 17 210 171 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 828 819 296 886 891 323 382 337 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 828 819 296 886 891 323 382 337 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 61 91 91 100 93 98 93 99 cm capacity (veh/h) 252 284 739 209 258 713 1166 1211 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 192 31 413 399 Volume Left 98 0 76 17 Volume Right 68 14 28 171 csh 335 360 1166 1211 Volume to Capacity 0.57 0.09 0.07 0.01 Queue Length 95th (ft) 84 7 5 1 Control Delay (s) 29.2 15.9 2.1 0.5 Lane LOS D C A A Approach Delay (s) 29.2 15.9 2.1 0.5 Approach LOS D C Intersection Summary Average Delay 6.9 Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2023 School PM R-1
H:\2013\13-055\Synchro\FutureW 2023 School PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 3 168 79 262 179 16 82 40 244 17 44 4 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 3 191 90 298 203 18 93 45 277 19 50 5 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 284 519 93 323 74 Volume Left (vph) 3 298 93 0 19 Volume Right (vph) 90 18 0 277 5 Hadj (s) -0.12 0.16 0.57-0.53 0.08 Departure Headway (s) 6.5 6.2 7.8 6.6 7.8 Degree Utilization, x 0.51 0.90 0.20 0.60 0.16 Capacity (veh/h) 528 519 447 522 419 Control Delay (s) 16.0 41.5 11.5 17.7 12.3 Approach Delay (s) 16.0 41.5 16.3 12.3 Approach LOS C E C B Intersection Summary Delay 26.1 HCM Level of Service D Intersection Capacity Utilization 66.3% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2023 School PM R-2
H:\2013\13-055\Synchro\FutureW 2023 School PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 176 0 34 1 3 7 44 123 1 9 177 180 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Hourly flow rate (vph) 215 0 41 1 4 9 54 150 1 11 216 220 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 256 13 205 446 Volume Left (vph) 215 1 54 11 Volume Right (vph) 41 9 1 220 Hadj (s) 0.10-0.33 0.08-0.26 Departure Headway (s) 5.6 5.7 5.4 4.8 Degree Utilization, x 0.40 0.02 0.31 0.59 Capacity (veh/h) 590 506 626 728 Control Delay (s) 12.4 8.9 10.8 14.4 Approach Delay (s) 12.4 8.9 10.8 14.4 Approach LOS B A B B Intersection Summary Delay 12.9 HCM Level of Service B Intersection Capacity Utilization 56.1% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2023 School PM R-3
H:\2013\13-055\Synchro\FutureW 2023 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 188 155 185 71 175 161 206 644 27 144 1449 169 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.994 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 1583 1770 1863 1583 1770 3518 0 1770 3483 0 Flt Permitted 0.240 0.646 0.950 0.950 Satd. Flow (perm) 447 1863 1583 1203 1863 1583 1770 3518 0 1770 3483 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 210 183 5 14 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph) 214 176 210 81 199 183 234 732 31 164 1647 192 Shared Lane Traffic (%) Lane Group Flow (vph) 214 176 210 81 199 183 234 763 0 164 1839 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 16.0 28.0 28.0 9.0 21.0 21.0 21.0 64.0 0.0 19.0 62.0 0.0 Total Split (%) 13.3% 23.3% 23.3% 7.5% 17.5% 17.5% 17.5% 53.3% 0.0% 15.8% 51.7% 0.0% Maximum Green (s) 12.0 24.0 24.0 5.0 17.0 17.0 17.0 60.0 15.0 58.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 31.7 24.6 24.6 20.7 15.7 15.7 17.0 61.0 14.0 58.0 Actuated g/c Ratio 0.27 0.21 0.21 0.17 0.13 0.13 0.14 0.51 0.12 0.49 v/c Ratio 0.85 0.46 0.42 0.35 0.81 0.50 0.92 0.42 0.79 1.08 Control Delay 66.0 46.4 8.3 39.6 74.2 11.6 91.0 19.1 76.8 75.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 66.0 46.4 8.3 39.6 74.2 11.6 91.0 19.1 76.8 75.5 LOS E D A D E B F B E E GTC (MJP) Future With 2023 School PM R-4
H:\2013\13-055\Synchro\FutureW 2023 School PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Approach Delay 40.0 43.4 36.0 75.7 Approach LOS D D D E Queue Length 50th (ft) 137 122 0 48 150 0 182 191 124 ~842 Queue Length 95th (ft) #220 189 60 88 #250 61 #325 234 #218 #944 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 253 390 497 234 267 383 254 1811 223 1709 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.85 0.45 0.42 0.35 0.75 0.48 0.92 0.42 0.74 1.08 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 118.7 Natural Cycle: 120 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 57.0 Intersection LOS: E Intersection Capacity Utilization 89.8% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Future With 2023 School PM R-5
H:\2013\13-055\Synchro\FutureW 2023 School PM.syn 5: Access & 116th Avenue SE Newcastle MS (13-055) Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 58 89 277 64 95 290 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 63 97 301 70 103 315 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) px, platoon unblocked vc, conflicting volume 858 336 371 vc1, stage 1 conf vol 336 vc2, stage 2 conf vol 522 vcu, unblocked vol 858 336 371 tc, single (s) 6.4 6.2 4.1 tc, 2 stage (s) 5.4 tf (s) 3.5 3.3 2.2 p0 queue free % 87 86 91 cm capacity (veh/h) 489 706 1188 Direction, Lane # WB 1 WB 2 NB 1 SB 1 Volume Total 63 97 371 418 Volume Left 63 0 0 103 Volume Right 0 97 70 0 csh 489 706 1700 1188 Volume to Capacity 0.13 0.14 0.22 0.09 Queue Length 95th (ft) 11 12 0 7 Control Delay (s) 13.4 10.9 0.0 2.7 Lane LOS B B A Approach Delay (s) 11.9 0.0 2.7 Approach LOS B Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 52.3% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2023 School PM R-6
2023 Future With PM Peak-Hour Level of Service Analysis S
H:\2013\13-055\Synchro\FutureW 2023 PM.syn 1: SE 64th Street & 112th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 109 39 90 0 17 19 67 148 5 22 238 247 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Hourly flow rate (vph) 115 41 95 0 18 20 71 156 5 23 251 260 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) px, platoon unblocked vc, conflicting volume 755 729 381 842 856 158 511 161 vc1, stage 1 conf vol vc2, stage 2 conf vol vcu, unblocked vol 755 729 381 842 856 158 511 161 tc, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tc, 2 stage (s) tf (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 60 87 86 100 93 98 93 98 cm capacity (veh/h) 284 322 669 207 272 890 1060 1424 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total 251 38 232 534 Volume Left 115 0 71 23 Volume Right 95 20 5 260 csh 372 429 1060 1424 Volume to Capacity 0.67 0.09 0.07 0.02 Queue Length 95th (ft) 118 7 5 1 Control Delay (s) 32.4 14.2 3.1 0.5 Lane LOS D B A A Approach Delay (s) 32.4 14.2 3.1 0.5 Approach LOS D B Intersection Summary Average Delay 9.1 Intersection Capacity Utilization 64.7% ICU Level of Service C Analysis Period (min) 15 GTC (MJP) Future With 2023 PM S - 1
H:\2013\13-055\Synchro\FutureW 2023 PM.syn 2: SE 68th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 1 215 92 262 188 28 50 38 257 26 79 3 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Hourly flow rate (vph) 1 236 101 288 207 31 55 42 282 29 87 3 Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 Volume Total (vph) 338 525 55 324 119 Volume Left (vph) 1 288 55 0 29 Volume Right (vph) 101 31 0 282 3 Hadj (s) -0.16 0.09 0.52-0.59 0.05 Departure Headway (s) 6.8 6.6 8.2 7.1 8.2 Degree Utilization, x 0.64 0.96 0.13 0.64 0.27 Capacity (veh/h) 514 538 429 492 398 Control Delay (s) 21.0 54.8 11.2 20.5 14.2 Approach Delay (s) 21.0 54.8 19.1 14.2 Approach LOS C F C B Intersection Summary Delay 32.9 HCM Level of Service D Intersection Capacity Utilization 80.0% ICU Level of Service D Analysis Period (min) 15 GTC (MJP) Future With 2023 PM S - 2
H:\2013\13-055\Synchro\FutureW 2023 PM.syn 3: SE 76th Street & 116th Avenue SE Newcastle MS (13-055) Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Sign Control Stop Stop Stop Stop Volume (vph) 202 3 56 3 1 4 36 112 1 0 218 178 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Hourly flow rate (vph) 235 3 65 3 1 5 42 130 1 0 253 207 Direction, Lane # EB 1 WB 1 NB 1 SB 1 Volume Total (vph) 303 9 173 460 Volume Left (vph) 235 3 42 0 Volume Right (vph) 65 5 1 207 Hadj (s) 0.04-0.21 0.06-0.25 Departure Headway (s) 5.6 5.9 5.5 4.9 Degree Utilization, x 0.47 0.02 0.27 0.62 Capacity (veh/h) 605 490 604 714 Control Delay (s) 13.4 9.0 10.5 15.4 Approach Delay (s) 13.4 9.0 10.5 15.4 Approach LOS B A B C Intersection Summary Delay 13.8 HCM Level of Service B Intersection Capacity Utilization 61.7% ICU Level of Service B Analysis Period (min) 15 GTC (MJP) Future With 2023 PM S - 3
H:\2013\13-055\Synchro\FutureW 2023 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 207 222 248 101 262 126 178 589 34 109 2006 151 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft) 125 145 144 130 215 0 140 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft) 25 25 25 25 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Frt 0.850 0.850 0.992 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1787 1881 1599 1787 1881 1599 1787 3546 0 1787 3535 0 Flt Permitted 0.200 0.347 0.950 0.950 Satd. Flow (perm) 376 1881 1599 653 1881 1599 1787 3546 0 1787 3535 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 164 103 8 11 Link Speed (mph) 30 30 30 30 Link Distance (ft) 344 805 862 348 Travel Time (s) 7.8 18.3 19.6 7.9 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles (%) 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% Adj. Flow (vph) 218 234 261 106 276 133 187 620 36 115 2112 159 Shared Lane Traffic (%) Lane Group Flow (vph) 218 234 261 106 276 133 187 656 0 115 2271 0 Turn Type pm+pt Perm pm+pt Perm Prot Prot Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 4 8 8 Detector Phase 7 4 4 3 8 8 5 2 1 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 8.0 20.0 20.0 8.0 20.0 20.0 8.0 20.0 8.0 20.0 Total Split (s) 13.0 24.0 24.0 9.0 20.0 20.0 15.0 71.0 0.0 16.0 72.0 0.0 Total Split (%) 10.8% 20.0% 20.0% 7.5% 16.7% 16.7% 12.5% 59.2% 0.0% 13.3% 60.0% 0.0% Maximum Green (s) 9.0 20.0 20.0 5.0 16.0 16.0 11.0 67.0 12.0 68.0 Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None None None None None Walk Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk (s) 11.0 11.0 11.0 11.0 11.0 11.0 Pedestrian Calls (#/hr) 0 0 0 0 0 0 Act Effct Green (s) 29.0 20.0 20.0 21.0 16.0 16.0 11.0 67.9 11.1 68.0 Actuated g/c Ratio 0.24 0.17 0.17 0.18 0.13 0.13 0.09 0.57 0.09 0.57 v/c Ratio 1.11 0.75 0.65 0.65 1.10 0.44 1.14 0.33 0.70 1.13 Control Delay 134.7 63.2 25.8 59.5 134.2 19.3 161.5 14.4 74.6 92.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 134.7 63.2 25.8 59.5 134.2 19.3 161.5 14.4 74.6 92.2 GTC (MJP) Future With 2023 PM S - 4
H:\2013\13-055\Synchro\FutureW 2023 PM.syn 4: Newcastle Way & Coal Creek Pkwy SE Newcastle MS (13-055) Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR LOS F E C E F B F B E F Approach Delay 71.4 89.1 47.0 91.4 Approach LOS E F D F Queue Length 50th (ft) ~166 174 67 67 ~243 21 ~169 136 87 ~1076 Queue Length 95th (ft) #298 #287 162 #133 #415 82 #318 175 #164 #1213 Internal Link Dist (ft) 264 725 782 268 Turn Bay Length (ft) 125 145 144 130 215 140 Base Capacity (vph) 197 314 403 162 251 302 164 2010 179 2008 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 1.11 0.75 0.65 0.65 1.10 0.44 1.14 0.33 0.64 1.13 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Natural Cycle: 130 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 1.14 Intersection Signal Delay: 79.5 Intersection LOS: E Intersection Capacity Utilization 108.7% ICU Level of Service G Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: Newcastle Way & Coal Creek Pkwy SE GTC (MJP) Future With 2023 PM S - 5
H:\2013\13-055\Synchro\FutureW 2023 PM.syn 5: Access & 116th Avenue SE Newcastle MS (13-055) Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 28 41 304 26 41 392 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 30 45 330 28 45 426 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) px, platoon unblocked vc, conflicting volume 860 345 359 vc1, stage 1 conf vol 345 vc2, stage 2 conf vol 515 vcu, unblocked vol 860 345 359 tc, single (s) 6.4 6.2 4.1 tc, 2 stage (s) 5.4 tf (s) 3.5 3.3 2.2 p0 queue free % 94 94 96 cm capacity (veh/h) 511 698 1200 Direction, Lane # WB 1 WB 2 NB 1 SB 1 SB 2 Volume Total 30 45 359 45 426 Volume Left 30 0 0 45 0 Volume Right 0 45 28 0 0 csh 511 698 1700 1200 1700 Volume to Capacity 0.06 0.06 0.21 0.04 0.25 Queue Length 95th (ft) 5 5 0 3 0 Control Delay (s) 12.5 10.5 0.0 8.1 0.0 Lane LOS B B A Approach Delay (s) 11.3 0.0 0.8 Approach LOS B Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 34.2% ICU Level of Service A Analysis Period (min) 15 GTC (MJP) Future With 2023 PM S - 6
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Page 1 of 1 T-1 http://metro.kingcounty.gov/maps/routes/images/m114_0.jpg 11/7/2013
Route 114 - King County Metro Transit Page 1 of 1 Route 114 Weekday: To Renton Highlands Effective September 28, 2013 thru February 14, 2014 Downtown Seattle Bell St & 7th Ave 2nd Ave & Spring St 5th Ave S & S Jackson St Coal Creek Pkwy SE & I-405 Newport Hills 119th Ave SE & SE 58th St Newcastle Transit Center Coal Creek Pkwy SE & Newcastle Way Renton Highlands Union Ave NE & NE 4th St Union Ave SE & SE 2nd Pl 4:04 pm 4:11 pm 4:21 pm * 4:40 pm * 4:47 pm * 4:53 pm * 5:08 pm * 5:14 p m * 4:34 pm 4:41 pm 4:51 pm * 5:10 pm * 5:17 pm * 5:23 pm * 5:38 pm * 5:44 p m * 5:01 pm 5:08 pm 5:18 pm * 5:37 pm * 5:44 pm * 5:50 pm * 6:05 pm * 6:11 p m * 5:33 pm 5:40 pm 5:50 pm * 6:09 pm * 6:16 pm * 6:22 pm * 6:37 pm * 6:43 p m * S0114114 Schedule Notes The following notes apply only if the codes are found in the schedule: * - This is an estimated timepoint. Special Service Information Route 114 does NOT operate on Nov. 11 & 29, Dec. 24 & 26 thru 31 and Jan. 20 when Metro operates its Reduced Weekday service levels. WSDOT-Funded additional trips: Metro, with support from the Washington State Department of Transportation, has added weekday trips on bus routes that travel on corridors affected by construction. More trips may be added in the future if needed. http://metro.kingcounty.gov/schedules/114/s0.html T - 2 11/7/2013
Route 114 - King County Metro Transit Page 1 of 1 Route 114 Weekday: To Downtown Seattle Effective September 28, 2013 thru February 14, 2014 Renton Highlands Union Ave SE & SE 2nd Pl Union Ave NE & NE 4th St Newcastle Transit Center Coal Creek Pkwy SE & Newcastle Way Newport Hills 119th Ave SE & SE 58th St Coal Creek Pkwy SE & 119th Ave SE Downtown Seattle 4th Ave & Pike St Howell St & 9th Ave 5:32 am 5:37 am 5:48 am 5:54 am 5:59 am * 6:22 am * 6:27 am * 6:00 am 6:05 am 6:16 am 6:22 am 6:27 am * 6:50 am * 6:56 am * 6:32 am 6:37 am 6:51 am 6:57 am 7:03 am * 7:26 am * 7:32 am * 7:09 am 7:14 am 7:28 am 7:34 am 7:41 am * 8:05 am * 8:11 am * 7:43 am 7:48 am 8:02 am 8:08 am 8:14 am * 8:39 am * 8:45 am * N0114114 Schedule Notes The following notes apply only if the codes are found in the schedule: * - This is an estimated timepoint. Special Service Information Route 114 does NOT operate on Nov. 11 & 29, Dec. 24 & 26 thru 31 and Jan. 20 when Metro operates its Reduced Weekday service levels. WSDOT-Funded additional trips: Metro, with support from the Washington State Department of Transportation, has added weekday trips on bus routes that travel on corridors affected by construction. More trips may be added in the future if needed. http://metro.kingcounty.gov/schedules/114/n0.html T - 3 11/7/2013
Page 1 of 1 http://metro.kingcounty.gov/maps/routes/images/m240_0.jpg 11/7/2013 T - 4