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HomeMy WebLinkAboutDraft IS/MND Appendix E - Project Trip Generation Analysis APPENDIX E: PROJECT TRIP GENERATION ANALYSIS 1 | P a g e TECHNICAL MEMORANDUM To: Lisa Flores, City of Arcadia Vanessa Quiroz, City of Arcadia From: Carla Dietrich, Michael Baker International CC: John Bellas, Michael Baker International Madonna Marcelo, Michael Baker International Date: December 17, 2019 Subject: Artis Senior Assisted Living Facility Trip Generation Analysis Project Description The Project proposes the construction of a 44,192 square-foot senior assisted living facility with 80 rooms to be located at 1150 W. Colorado Boulevard in Arcadia, California. The facility would be dedicated to people afflicted with Alzheimer’s disease and related memory disorders. The Project is proposed at the location of the existing Coco’s Bakery Restaurant near the intersection is W. Colorado Boulevard and Michillinda Avenue. Exhibit A-1 (attached) shows the proposed site plan. Trip Generation Applicable Trip Credits Trip credits may be applied to account for certain conditions including current operational uses located at the proposed site. Table 1 details the type of trip credits which were considered during this study. Table 1: Trip Credit Summary Item Project Condition Credit Applied? Existing Active Land Use The site is currently occupied by an operational Coco’s Bakery Restaurant which will be demolished to accommodate the proposed Project. Yes Internal Trip Reduction Singular land use proposed which is not consistent with internal trip reductions. No Pass-by Trip Reduction Land use not consistent with pass-by trips. No Traffic counts of the ingress/egress traffic at the two (2) existing Coco’s Bakery Restaurant site driveways were collected on Tuesday, December 3, 2019 for a 24-hour period. The traffic count data is included as an attachment. Table 2 details the daily and hourly ingress/egress data for the entire 24-hour period and summarizes the ingress/egress data for the peak hours. 2 | P a g e Table 2: Existing Coco’s Bakery Restaurant Ingress/Egress 24-Hour Volume Summary Coco's Bakery Restaurant - Entering/Existing Hourly Traffic Volumes Start Time W. Colorado Blvd Driveway Michillinda Ave Driveway Total Entering Traffic Total Exiting Traffic Enter Exit Enter Exit Right Turn Left Turn Total Right Turn Left Turn Total Right Turn Right Turn 12:00 AM 0 0 0 0 0 0 0 1 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 5:00 AM 2 1 3 0 1 1 3 0 6 1 6:00 AM 3 2 5 0 2 2 2 1 7 3 7:00 AM 3 0 3 2 0 2 7 4 10 6 8:00 AM 11 4 15 3 1 4 7 5 22 9 9:00 AM 13 7 20 10 5 15 10 5 30 20 10:00 AM 23 6 29 14 11 25 19 9 48 34 11:00 AM 15 0 15 9 1 10 9 10 24 20 12:00 PM 15 2 17 7 8 15 9 14 26 29 1:00 PM 12 2 14 7 9 16 3 14 17 30 2:00 PM 10 3 13 9 4 13 5 9 18 22 3:00 PM 11 1 12 5 3 8 3 4 15 12 4:00 PM 5 0 5 2 5 7 6 4 11 11 5:00 PM 10 3 13 7 2 9 4 8 17 17 6:00 PM 11 2 13 6 6 12 6 6 19 18 7:00 PM 8 1 9 8 7 15 3 9 12 24 8:00 PM 5 1 6 3 3 6 5 8 11 14 9:00 PM 1 2 3 3 2 5 1 1 4 6 10:00 PM 0 0 0 1 2 3 0 4 0 7 11:00 PM 0 0 0 0 1 1 0 0 0 1 Total 158 37 195 96 73 169 102 116 297 285 Adjacent Street AM Peak Hour 8 0 8 5 1 6 9 3 17 9 PM Peak Hour 10 3 13 7 2 9 6 4 19 13 Coco's AM Peak Hour 23 6 29 14 11 25 19 9 48 34 PM Peak Hour 15 2 17 7 8 15 9 14 26 29 3 | P a g e Project Trips Trip generation analysis was conducted for the weekday daily, AM Peak Hour, and PM Peak Hour time periods. The ITE Trip Generation Manual, 10th Edition published in 2017, was the source of the project trip generation rates. Given the nature of the proposed use, the proposed Project is anticipated to generate trips due to employees, visitors, and deliveries. Table 3 summarizes the trip generation rates for an assisted living facility. Table 3: Trip Generation Rates The project trips estimated for the proposed assisted living facility are shown in Table 4 in addition to the trip credit which is applicable given that the Coco’s Restaurant is currently in operation. As shown, the estimated new trips based on the proposed assisted living facility is 374 fewer daily trips, 11 fewer AM peak hour trips and 11 fewer PM peak hour trip compared to the existing Coco’s Restaurant. Table 4: Estimated Number of Project Trips Land Use Source ITE Code Intensity Daily Trips AM Peak Hour Trips PM Peak Hour Trips Total In Out Total In Out Total In Out Assisted Living (Proposed) ITE Trip Generation Manual, 10th Edition 254 80 beds 208 104 104 15 9 6 21 8 13 Coco's Bakery Restaurant (Existing) Traffic Count Data -- Approximate 582 297 285 26 17 9 32 19 13 13,000 sf Estimated New Trips (Proposed minus Existing) -374 -193 -181 -11 -8 -3 -11 -11 0 Notes: sf = square feet Trip Distribution/Assignment The existing restaurant has two access points (see Exhibit 1). One driveway provides full access along W. Colorado Boulevard. The second driveway provides right-in/right-out access along Michillinda Avenue. The Project proposes a single, full access driveway along W. Colorado Boulevard, shifted slightly east of the existing access driveway. In :Out In :Out In :Out 254 2.60 /bed 50%:50%0.19 /bed 63%:37%0.26 /bed 38%:62% Notes: Source: ITE Trip Generation Manual, 10th Edition Assisted Living PM Peak Hour TripsAM Peak Hour TripsITE Code Daily TripsLand Use Rate Rate Rate 4 | P a g e Exhibit 1: Site Access Existing Vehicular Access Points Proposed Vehicular Access Point The existing restaurant trips are distributed between the two site driveways, while the proposed Project would concentrate all trips at the W. Colorado Boulevard driveway. It is anticipated that the area trip distribution would be similar between the existing and proposed land uses given the location of the surrounding roadways, with consideration of the driveway consolidation. Exhibit 2 shows the trip distribution percentages based on the Coco’s Bakery Restaurant count data at the two existing site driveways and Exhibit 3 graphically shows the anticipated distribution patterns for the proposed Assisted Living facility with a single site driveway. Exhibit 2: Coco’s Restaurant Trip Distribution Driveway #2 – Right-In/Right-Out Driveway #1 – Full Access Driveway #1 – Full (Only) Access – Shifted slightly to the east Michillinda Ave Michillinda Ave 5 | P a g e Exhibit 3: Projected Trip Distribution Exhibit 4 shows the anticipated change in trips at the Assisted Living site driveway as a result of demolishing the existing Coco’s Bakery Restaurant and constructing the proposed Assisted Living facility. Exhibit 4: Projected Change in Trips Findings Given the overall estimated reduction in trips based upon the trip generation analysis, it is anticipated that the change in site trips entering and exiting the site at the W. Colorado Boulevard driveway will range from -4 to +3 trips per movement during the AM and PM Peak Hours. In terms of total site trips entering the intersection, this equates to one additional trip during the AM Peak Hour and a reduction of one trip during the PM Peak Hour. It is anticipated that these minimal changes in site trips would have a negligible impact on the intersection operations at the W. Colorado Avenue site driveway. Additionally, all site traffic would be removed from the existing Michillinda Avenue site driveway with the development of the Assisted Living facility. Michillinda Ave Legend X% (X%) AM Peak Hour (PM Peak Hour) Distribution Percentages Michillinda Ave Legend X (X) AM Peak Hour (PM Peak Hour) Net Change in Trips Note: All site trips will be removed from the Michillinda Avenue site driveway. 6 | P a g e Attachments Exhibit A-1: Site Plan 7 | P a g e Location:Coco's Bakery Restaurant Dwy & W Colorado Blvd Date:12/3/2019 City:Arcadia Day:Tuesday ER WL NL NR ER WL NL NR 12:00 AM 0 0 0 0 0 12:00 AM 0 0 0 0 0 12:15 AM 0 0 0 0 0 1:00 AM 0 0 0 0 0 12:30 AM 0 0 0 0 0 2:00 AM 0 0 0 0 0 12:45 AM 0 0 0 0 0 3:00 AM 0 0 0 0 0 1:00 AM 0 0 0 0 0 4:00 AM 0 0 0 0 0 1:15 AM 0 0 0 0 0 5:00 AM 2 1 1 0 4 1:30 AM 0 0 0 0 0 6:00 AM 3 2 2 0 7 1:45 AM 0 0 0 0 0 7:00 AM 3 0 0 2 5 2:00 AM 0 0 0 0 0 8:00 AM 11 4 1 3 19 2:15 AM 0 0 0 0 0 9:00 AM 13 7 5 10 35 2:30 AM 0 0 0 0 0 10:00 AM 23 6 11 14 54 2:45 AM 0 0 0 0 0 11:00 AM 15 0 1 9 25 3:00 AM 0 0 0 0 0 12:00 PM 15 2 8 7 32 3:15 AM 0 0 0 0 0 1:00 PM 12 2 9 7 30 3:30 AM 0 0 0 0 0 2:00 PM 10 3 4 9 26 3:45 AM 0 0 0 0 0 3:00 PM 11 1 3 5 20 4:00 AM 0 0 0 0 0 4:00 PM 5 0 5 2 12 4:15 AM 0 0 0 0 0 5:00 PM 10 3 2 7 22 4:30 AM 0 0 0 0 0 6:00 PM 11 2 6 6 25 4:45 AM 0 0 0 0 0 7:00 PM 8 1 7 8 24 5:00 AM 0 1 0 0 1 8:00 PM 5 1 3 3 12 5:15 AM 0 0 0 0 0 9:00 PM 1 2 2 3 8 5:30 AM 0 0 0 0 0 10:00 PM 0 0 2 1 3 5:45 AM 2 0 1 0 3 11:00 PM 0 0 1 0 1 6:00 AM 0 0 1 0 1 Grand Totals 158 37 73 96 364 6:15 AM 0 1 0 0 1 6:30 AM 2 0 1 0 3 6:45 AM 1 1 0 0 2 7:00 AM 1 0 0 0 1 7:15 AM 1 0 0 0 1 7:30 AM 1 0 0 2 3 7:45 AM 0 0 0 0 0 8:00 AM 3 0 0 0 3 8:15 AM 4 0 1 3 8 8:30 AM 1 3 0 0 4 8:45 AM 3 1 0 0 4 9:00 AM 5 0 1 2 8 9:15 AM 2 3 2 2 9 9:30 AM 4 1 0 5 10 9:45 AM 2 3 2 1 8 10:00 AM 3 1 1 2 7 10:15 AM 7 3 4 2 16 10:30 AM 7 2 5 8 22 10:45 AM 6 0 1 2 9 11:00 AM 4 0 0 3 7 11:15 AM 5 0 0 3 8 11:30 AM 3 0 1 3 7 11:45 AM 3 0 0 0 3 12:00 PM 4 0 1 1 6 12:15 PM 8 2 0 4 14 12:30 PM 1 0 4 2 7 12:45 PM 2 0 3 0 5 1:00 PM 4 0 2 1 7 1:15 PM 1 0 4 0 5 1:30 PM 0 2 0 5 7 1:45 PM 7 0 3 1 11 2:00 PM 2 0 0 2 4 2:15 PM 3 1 0 0 4 2:30 PM 3 2 2 5 12 2:45 PM 2 0 2 2 6 3:00 PM 2 1 1 2 6 3:15 PM 2 0 0 1 3 3:30 PM 3 0 1 1 5 3:45 PM 4 0 1 1 6 4:00 PM 1 0 0 0 1 4:15 PM 0 0 1 0 1 4:30 PM 1 0 4 0 5 4:45 PM 3 0 0 2 5 5:00 PM 2 1 0 1 4 5:15 PM 4 1 0 1 6 5:30 PM 1 0 1 1 3 5:45 PM 3 1 1 4 9 6:00 PM 3 0 1 1 5 6:15 PM 0 1 3 3 7 6:30 PM 5 0 1 0 6 6:45 PM 3 1 1 2 7 7:00 PM 2 0 4 4 10 7:15 PM 2 1 2 2 7 7:30 PM 2 0 0 2 4 7:45 PM 2 0 1 0 3 8:00 PM 2 1 0 2 5 8:15 PM 1 0 1 0 2 8:30 PM 2 0 1 1 4 8:45 PM 0 0 1 0 1 9:00 PM 0 0 1 1 2 9:15 PM 0 2 1 1 4 9:30 PM 0 0 0 0 0 9:45 PM 1 0 0 1 2 10:00 PM 0 0 0 0 0 10:15 PM 0 0 0 0 0 10:30 PM 0 0 2 1 3 10:45 PM 0 0 0 0 0 11:00 PM 0 0 1 0 1 11:15 PM 0 0 0 0 0 11:30 PM 0 0 0 0 0 11:45 PM 0 0 0 0 0 Grand Totals 158 37 73 96 364 Prepared by National Data & Surveying Services Driveway INS/OUTS Study TIME 15 Minute Volumes TOTALSIngressEgress TIME Hourly Volumes TOTALSIngressEgress 8 | P a g e Location:Michillinda Ave & Coco's Bakery Restaurant Dwy Date:12/3/2019 City:Arcadia Day:Tuesday Ingress Egress Ingress Egress NR WR NR WR 12:00 AM 0 0 0 12:00 AM 0 1 1 12:15 AM 0 0 0 1:00 AM 0 0 0 12:30 AM 0 1 1 2:00 AM 0 0 0 12:45 AM 0 0 0 3:00 AM 0 0 0 1:00 AM 0 0 0 4:00 AM 0 0 0 1:15 AM 0 0 0 5:00 AM 3 0 3 1:30 AM 0 0 0 6:00 AM 2 1 3 1:45 AM 0 0 0 7:00 AM 7 4 11 2:00 AM 0 0 0 8:00 AM 7 5 12 2:15 AM 0 0 0 9:00 AM 10 5 15 2:30 AM 0 0 0 10:00 AM 19 9 28 2:45 AM 0 0 0 11:00 AM 9 10 19 3:00 AM 0 0 0 12:00 PM 9 14 23 3:15 AM 0 0 0 1:00 PM 3 14 17 3:30 AM 0 0 0 2:00 PM 5 9 14 3:45 AM 0 0 0 3:00 PM 3 4 7 4:00 AM 0 0 0 4:00 PM 6 4 10 4:15 AM 0 0 0 5:00 PM 4 8 12 4:30 AM 0 0 0 6:00 PM 6 6 12 4:45 AM 0 0 0 7:00 PM 3 9 12 5:00 AM 0 0 0 8:00 PM 5 8 13 5:15 AM 0 0 0 9:00 PM 1 1 2 5:30 AM 0 0 0 10:00 PM 0 4 4 5:45 AM 3 0 3 11:00 PM 0 0 0 6:00 AM 0 0 0 Grand Totals 102 116 218 6:15 AM 0 0 0 6:30 AM 2 0 2 6:45 AM 0 1 1 7:00 AM 2 1 3 7:15 AM 0 1 1 7:30 AM 1 2 3 7:45 AM 4 0 4 8:00 AM 2 0 2 8:15 AM 2 1 3 8:30 AM 2 3 5 8:45 AM 1 1 2 9:00 AM 2 1 3 9:15 AM 2 1 3 9:30 AM 3 2 5 9:45 AM 3 1 4 10:00 AM 4 2 6 10:15 AM 4 2 6 10:30 AM 5 4 9 10:45 AM 6 1 7 11:00 AM 0 2 2 11:15 AM 2 3 5 11:30 AM 4 4 8 11:45 AM 3 1 4 12:00 PM 4 2 6 12:15 PM 0 3 3 12:30 PM 1 5 6 12:45 PM 4 4 8 1:00 PM 0 5 5 1:15 PM 1 3 4 1:30 PM 0 4 4 1:45 PM 2 2 4 2:00 PM 1 4 5 2:15 PM 0 3 3 2:30 PM 1 2 3 2:45 PM 3 0 3 3:00 PM 2 2 4 3:15 PM 0 1 1 3:30 PM 1 1 2 3:45 PM 0 0 0 4:00 PM 1 1 2 4:15 PM 1 1 2 4:30 PM 2 1 3 4:45 PM 2 1 3 5:00 PM 0 2 2 5:15 PM 2 5 7 5:30 PM 0 1 1 5:45 PM 2 0 2 6:00 PM 2 1 3 6:15 PM 3 2 5 6:30 PM 0 2 2 6:45 PM 1 1 2 7:00 PM 1 7 8 7:15 PM 0 1 1 7:30 PM 1 1 2 7:45 PM 1 0 1 8:00 PM 2 2 4 8:15 PM 2 4 6 8:30 PM 1 0 1 8:45 PM 0 2 2 9:00 PM 1 0 1 9:15 PM 0 1 1 9:30 PM 0 0 0 9:45 PM 0 0 0 10:00 PM 0 0 0 10:15 PM 0 1 1 10:30 PM 0 3 3 10:45 PM 0 0 0 11:00 PM 0 0 0 11:15 PM 0 0 0 11:30 PM 0 0 0 11:45 PM 0 0 0 Grand Totals 102 116 218 Prepared by National Data & Surveying Services Driveway INS/OUTS Study TIME 15 Minute Volumes TOTALS TIME Hourly Volumes TOTALS 9 | P a g e ID:19-05738-001 Day: City:Arcadia Date: AM 0 0 0 0 AM NOON 0 0 0 0 NOON PM 0 0 0 0 PM AM NOON PM PM NOON AM 0 0 0 0 0 0 0 0 2 348 0 1756 0 0 1 0 1 3 0 0 0 0 0 0 TEV ###0 ###0 0 0 0 249 0 1571 2 PHF 0.97 0.94 8 0 10 0 0 0 1 0 AM NOON PM PM NOON AM PM 0 2 0 7 PM NOON 0 0 0 0 NOON AM 0 1 0 5 AM W Colorado Blvd07:00 AM - 09:00 AM NONE 1757 0 351 Coco's Bakery Restaurant Dwy 8 0 Coco's Bakery Restaurant Dwy SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 1578 0PEAK HOURSTotal Vehicles (AM) NONE 05:00 PM - 06:00 PM 0 0 0 No Control W Colorado BlvdEASTBOUNDPeak Hour Turning Movement Count 13 Coco's Bakery Restaurant Dwy & W Colorado Blvd Tuesday 12/03/2019 CONTROL WESTBOUND07:30 AM - 08:30 AM 254 COUNT PERIODSTotal Vehicles (AM) NOONAM PM 10 | P a g e Location:Coco's Bakery Restaurant Dwy & W Colorado Blvd City:Arcadia Project ID:19-05738-001 Control:No Control Date: NS/EW Streets: 0 1 0 0 0 0 0 0 0 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 0 0 0 0 0 26 1 0 0 478 0 0 505 7:15 AM 0 0 0 0 0 0 0 0 0 42 1 0 0 434 0 0 477 7:30 AM 0 0 2 0 0 0 0 0 0 69 1 0 0 424 0 0 496 7:45 AM 0 0 0 0 0 0 0 0 0 62 0 0 0 449 0 0 511 8:00 AM 0 0 0 0 0 0 0 0 0 59 3 0 0 429 0 0 491 8:15 AM 1 0 3 0 0 0 0 0 0 59 4 0 0 454 0 0 521 8:30 AM 0 0 0 0 0 0 0 0 0 58 1 0 3 429 0 0 491 8:45 AM 0 0 0 0 0 0 0 0 0 55 3 0 1 406 0 0 465 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :1 0 5 0 0 0 0 0 0 430 14 0 4 3503 0 0 3957 APPROACH %'s :16.67%0.00%83.33%0.00%0.00%96.85%3.15%0.00%0.11%99.89%0.00%0.00% PEAK HR :07:30 AM 39 37 44 08:15 AM TOTAL PEAK HR VOL :1 0 5 0 0 0 0 0 0 249 8 0 0 1756 0 0 2019 PEAK HR FACTOR :0.250 0.000 0.417 0.000 0.000 0.000 0.000 0.000 0.000 0.902 0.500 0.000 0.000 0.967 0.000 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 1 0 0 0 0 0 0 0 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 0 0 0 0 0 0 0 0 284 1 1 0 100 0 0 386 4:15 PM 1 0 0 0 0 0 0 0 0 342 0 0 0 124 0 1 468 4:30 PM 4 0 0 0 0 0 0 0 0 376 1 0 0 83 0 0 464 4:45 PM 0 0 2 0 0 0 0 0 0 377 3 2 0 100 0 0 484 5:00 PM 0 0 1 0 0 0 0 0 0 339 2 0 1 88 0 0 431 5:15 PM 0 0 1 0 0 0 0 0 0 388 4 1 1 94 0 0 489 5:30 PM 1 0 1 0 0 0 0 0 0 426 1 0 0 86 0 0 515 5:45 PM 1 0 4 0 0 0 0 0 0 418 3 0 1 80 0 0 507 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :7 0 9 0 0 0 0 0 0 2950 15 4 3 755 0 1 3744 APPROACH %'s :43.75%0.00%56.25%0.00%0.00%99.36%0.51%0.13%0.40%99.47%0.00%0.13% PEAK HR :05:00 PM 293 289 296 05:30 PM TOTAL PEAK HR VOL :2 0 7 0 0 0 0 0 0 1571 10 1 3 348 0 0 1942 PEAK HR FACTOR :0.500 0.000 0.438 0.000 0.000 0.000 0.000 0.000 0.000 0.922 0.625 0.250 0.750 0.926 0.000 0.000 EASTBOUND 12/3/2019 W Colorado Blvd NORTHBOUND W Colorado Blvd 0.967 WESTBOUND Coco's Bakery Restaurant Dwy Coco's Bakery Restaurant Dwy 0.918 EASTBOUND PM AM 07:30 AM - 08:30 AM NORTHBOUND 0.375 0.969 Total 0.9430.926 WESTBOUND 0.924 SOUTHBOUND 0.450 05:00 PM - 06:00 PM SOUTHBOUND 11 | P a g e ID:19-05738-002 Day: City:Arcadia Date: AM 10 460 0 0 AM NOON 0 0 0 0 NOON PM 17 738 0 0 PM AM NOON PM PM NOON AM 0 2 0 0 0 4 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TEV ###0 1457 0 0 0 0 0 0 0 1 PHF 0.95 0.95 12 0 30 0 0 0 2 1 AM NOON PM PM NOON AM PM 0 0 662 6 PM NOON 0 0 0 0 NOON AM 0 0 1139 9 AM Peak Hour Turning Movement Count 768 Michillinda Ave & Coco's Bakery Restaurant Dwy Tuesday 12/03/2019 CONTROL WESTBOUND07:30 AM - 08:30 AM 9 COUNT PERIODSTotal Vehicles (AM)PEAK HOURSTotal Vehicles (AM) NONE 04:00 PM - 05:00 PM 1142 666 0 No Control Coco's Bakery Restaurant DwyEASTBOUNDMichillinda Ave 472 0 Michillinda Ave SOUTHBOUND 04:00 PM - 06:00 PM NORTHBOUND 6 0 Coco's Bakery Restaurant Dwy07:00 AM - 09:00 AM NONE 10 0 17 NOONAM PM 12 | P a g e Location:Michillinda Ave & Coco's Bakery Restaurant Dwy City:Arcadia Project ID:19-05738-002 Control:No Control Date: NS/EW Streets: 0 2 1 0 0 2 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 205 2 0 0 60 0 0 0 0 3 0 0 0 1 0 271 7:15 AM 0 266 0 0 0 68 3 0 0 0 2 0 0 0 1 0 340 7:30 AM 0 302 1 0 0 96 5 0 0 0 4 0 0 0 2 0 410 7:45 AM 0 255 4 0 0 117 2 0 0 0 1 0 0 0 0 0 379 8:00 AM 0 284 2 0 0 142 0 0 0 0 4 0 0 0 0 0 432 8:15 AM 0 298 2 0 0 105 3 0 0 0 3 0 0 0 1 0 412 8:30 AM 0 263 2 0 0 113 5 0 0 0 3 0 0 0 3 0 389 8:45 AM 0 220 1 0 0 105 2 0 0 0 0 0 0 0 1 0 329 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 2093 14 0 0 806 20 0 0 0 20 0 0 0 9 0 2962 APPROACH %'s :0.00%99.34%0.66%0.00%0.00%97.58%2.42%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00% PEAK HR :07:30 AM 39 37 44 08:00 AM TOTAL PEAK HR VOL :0 1139 9 0 0 460 10 0 0 0 12 0 0 0 3 0 1633 PEAK HR FACTOR :0.000 0.943 0.563 0.000 0.000 0.810 0.500 0.000 0.000 0.000 0.750 0.000 0.000 0.000 0.375 0.000 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 0 2 1 0 0 2 0 0 0 1 0 0 0 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 0 173 1 0 0 188 5 0 0 0 6 0 0 0 1 0 374 4:15 PM 0 147 1 0 0 168 1 0 0 0 6 0 0 0 1 0 324 4:30 PM 0 161 2 0 0 197 6 0 0 0 9 0 0 0 1 0 376 4:45 PM 0 181 2 0 0 185 5 0 0 0 9 0 0 0 1 0 383 5:00 PM 0 197 0 0 0 109 5 0 0 0 16 0 0 0 2 0 329 5:15 PM 0 185 2 0 0 92 4 0 0 0 12 0 0 0 5 0 300 5:30 PM 0 191 0 0 0 131 1 0 0 0 9 0 0 0 1 0 333 5:45 PM 0 181 2 0 0 98 0 0 0 0 12 0 0 0 0 0 293 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES :0 1416 10 0 0 1168 27 0 0 0 79 0 0 0 12 0 2712 APPROACH %'s :0.00%99.30%0.70%0.00%0.00%97.74%2.26%0.00%0.00%0.00%100.00%0.00%0.00%0.00%100.00%0.00% PEAK HR :04:00 PM 289 289 296 04:45 PM TOTAL PEAK HR VOL :0 662 6 0 0 738 17 0 0 0 30 0 0 0 4 0 1457 PEAK HR FACTOR :0.000 0.914 0.750 0.000 0.000 0.937 0.708 0.000 0.000 0.000 0.833 0.000 0.000 0.000 1.000 0.000 0.945 Total 0.9510.833 WESTBOUND 1.000 PM AM 07:30 AM - 08:30 AM NORTHBOUND 0.947 SOUTHBOUND 0.913 0.930 04:00 PM - 05:00 PM SOUTHBOUND 0.827 0.750 EASTBOUND EASTBOUND 12/3/2019 Coco's Bakery Restaurant Dwy NORTHBOUND Coco's Bakery Restaurant Dwy 0.375 WESTBOUND Michillinda Ave Michillinda Ave