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Home My WebLink AboutSUP-19-02..4 7500 West 29th Avenue City of Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 29-WheatREJge Approval of Special Use Permit WHEREAS, an application for a Special Use Permit was submitted to allow a private elementary school with daycare facilities to operate on property zoned Residential-Three (R-3) and located at 3480 Ames Street, referenced as Case No. SUP-19-02; and WHEREAS, City staff found basis for approval of the Special Use Permit relying on criteria listed in Section 26-114 of the Wheat Ridge Code of Laws and on information submitted in the case file; and WHEREAS, the Community Development Department has properly notified pursuant to Section 26-109 ofthe Wheat Ridge Code of Laws; and WHEREAS, there were no registered objections regarding the application; NOW THEREFORE, be it hereby resolved that a Special Use Permit to allow a private elementary school with daycare facilities to operate on property zoned R-3 and located at 3480 Ames Street based on the following findings of fact: 1. The special use will not have a detrimental effect upon the general health, welfare, safety and convenience of persons residing or working in the neighborhood. 2. The special use will not create adverse impacts greater than allowed under the existing zbning for the property. 3. The special use will not create or contribute to blight in the neighborhood and will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. With the following conditions: 1. The maximum number of students allowed is 155. 2. The Special Use Permit shall run with the land, as long as it operates consistent with the parameters outlined in this report, the traffic circulation plan and operational guide, and physical improvements. 3. The special use shall comply with all material representations, commitments, and operational restrictions as depicted in the application materials and documents, particularly the Traffic Circulation Plan and Operational Guide, maintained in the case file in the Community Development Department. 4. The use shall operate in compliance with all State regulations regarding private education and early childhood education facilities. 5. The proposed renovations are subject to staff review and approval through review of a building permit. 1 1 6. The applicant must resolve any outstanding issues with utility districts directly prior to building permit approval. It A 2* 1-9-10 'Kenneth Johnstone#kier Fj Date Community Devel#pment Director 2 -I - -'- 1,4.r.. .. ..I d.*V-9 Lotut_DENVER CO€02 -U.---,=„,--- /005' Mo#e sU,1<e. 1>r 28 OCT 2019·®M S i.. #*=-..34=.- 64.ltiek, CO (00 401 a C-1 43 -6. 19ko.,h-1Rt 1.10- Huk, 4. r3< ch·7500 0, 2411% At- C.*Mitirtl -Pe Y&lopwazt 11 Yetciv-W Ae.9 t..ir, 00 40033- 9001 ELLSWORTH KELLY 60033-800100 i 1114' 1111,1 114 1,1 11,1,11 1114111 11,1111111 11111 1,1 114 4 411 1 j3479 A-es Sk LL C_ L I City of3Wheat Ridge - COMMUNITY.rDEVELOPMENT City of Wheat Ridge Munibipal Building 7500 W. 29'h Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE 4 - 4 . October 21,2019 Dear Property Owner: This is to inform you of Case No. SUP-19-02, a request for approval of a special use permit to allow a private school serving Pre-K through elementary at 3480 Ames Street. Pursuant to Section 26-114 ofthe City Code, an administrative special use review can be granted by the Community Development Director without need for a public hearing. Prior to the rendering of a decision, all adjacent property owners are <-1 3[eqUiped te be Uofified ti; the'mquest,bs Cydifed mail: ,•_ 6 .. . If you haVe,alix questions, please dontactth? ,!Manning Division at 303-235-2846 orif.you'wliuld like tii submit comments conceming this*request,"please do Do in· Writilagby 5 :QO p.m. on Oetob,r-3,1,3 . 0 I . T ' f ';' 'rhhnkou. ' "' ;1•· 2 J . + 4' 1 (1 - , i I "'..16.,-3/.1, .._,1 ....f '...,J . ... If , ' 1 1 Lt 1., . *:/7 . , , . . ,. 4%I. 1 ..7 . SUP 1902.doc . I I ../ I. ,.. _,./ 3 . 3 6. .2 : f. 0 'i p 7 7 6 , -4 .93 , .· V ,F a .. 7 - 0 '4 -1 . I. I .. I Cf1 i i t'.L " h .''t 14 -..4 ..' www.ci.wheatridge.co.us ·, ·'99 r J ..4 t..0,1 ...1 -4, . 1./.,; ...1 ./ , .,}..... I L & VICINITY MAP Site .Fil '-- 111':1 ,- I,i'% 4,5 J 43#11 7 Amp- / .V ,™4 4 1 71.1,4.f"lr0121| i 1. & ·; 2 · 3 2,i.rLd 1" 1, 35THAVEN 34-7 5-my. 1; i't,75-1/ell/60£/711<-"ll .-1.-4 =AW· 1 5 < /__ti*/--90 -»24 , r .ri=--,0 m>,*RE r 9-8 - / 1-r 4 5. .41 2, '.: b j =r..... ; Ii:; T.I.r#imi [Irit.7)%411#.r Fil'J r, mi""Il 1. loe_ e,u,w 3476- A-eh cli v-til o-vess1-\- elv...i 4-vow- t\A e.- c.\,t-vv ,1. Fv-ive.ke- 561oal u..e...6 OL (04- 04 . 1polv,kts kv°,?01 °¢G- 4"-A -9•c-KIbtlq 44212%#50 Ouv- cowe.e-v'R i S *\A e_ tv•_C-t:c fepre 4-kj Olke& perv K '11 1 ./ 0\N OurS 41/1 4 \0 0-46 t-6:ae) 4 AW,O 5.Sc>w W. U- 4 re €l/eat 7 OLV L<: 9 ° al 00 u LA \6 £* \pest ,- CIA -8-c i £_ -4·4. s 4: C. vi vIL heSL· F-'\kel> kie,J -4 accoPtioN A-fe- resided,r <Kla-9,1 14,--TO,vi Loce- -by,e-kit 3 61 £1*6 l , 4- --_ A N C ity o fAlheatRidge -COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave.Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE October 21,2019 Dear Property Owner: This is to inform you of Case No. SUP-19-02, a request for approval o f a special use permit to allow a private school serving Pre-K through elementary at 3480 Ames Street. Pursuant to Section 26-114 of the City Code, an administrative special use review can be granted by the Community Development Director without need for a public hearing. Prior to the rendering of a decision, all adjacent property owners are required to be notified of the request by certified mail. If you have any questions, please contact the Planning Division at 303-235-2846 or if you would like to submit comments concerning this request, please do so in writing by 5:00 p.m. on October 31. Thank you. SUP 1902.doc www.ci.wheatridge.co.us L A VICINITY MAP Site *, j -35TH'AVECit V r 4, 0 3 -WDENVER 9. 335577 SHERIDAN BLVD LLC 5070 BOW MAR DR LITTLETON CO 80123 3475 AMES ST LLC 1005 HOMESTAKE DR GOLDEN CO 80401 BRYANT R ROBB TRUST 2015 15565 HOLBEIN DR COLORADO SPRINGS CO 80921 DELPICCOLO SILVANA DELPICCOLO PAOLO DELPICCOLO ELENA 3501 AMES ST WHEAT RIDGE CO 80212 KRAFT BRIAN KRAFT ELIZABETH 3495 AMES ST WHEAT RIDGE CO 80212 OPIELTIMOTHYLOPIELSTEPHANIE SUZANNE 3500 AMES ST DENVER CO 80212 OSBORNE STACEY L PO BOX 280421 LAKEWOOD CO 80228 SHERIDAN SEVEN PLEX LLC PO BOX 6769 DENVER CO 80206 SHERMAN DALLAS MOZART 4587 BISCAY ST DENVER CO 80249 SOLANO AMALIA 4121 BRYANT ST DENVER CO 80211 SPK LIMITED LLC 200 LIPAN ST DENVER CO 80223 VELLECA LISA M 3365 AMES ST WHEAT RIDGE CO 80212 YUREK JEREMY YUREK KATHERINE YUREK JAMIE 3501 SHERIDAN BLVD WHEAT RIDGE CO 80212 335577 SHERIDAN BLVD LLC 5070 BOW MAR DR LITTLETON CO 80123 3475 AMES ST LLC 1005 HOMESTAKE DR GOLDEN CO 80401 BRYANT R ROBB TRUST 2015 15565 HOLBEIN DR COLORADO SPRINGS CO 80921 DELPICCOLO SILVANA DELPICCOLO PAOLO DELPICCOLO ELENA 3501 AMES ST WHEAT RIDGE CO 80212 KRAFT BRIAN KRAFT ELIZABETH 3495 AMES ST WHEAT RIDGE CO 80212 OPIELTIMOTHY LOPIEL STEPHANIE SUZANNE 3500 AMES ST DENVER CO 80212 OSBORNE STACEY L PO BOX 280421 LAKEWOOD CO 80228 SHERIDAN SEVEN PLEX LLC PO BOX 6769 DENVER CO 80206 SHERMAN DALLAS MOZART 4587 BISCAY ST DENVER CO 80249 SOLANO AMALIA 4121 BRYANTST DENVER CO 80211 SPK LIMITED LLC 200 LIPAN ST DENVER CO 80223 VELLECA LISA M 3365 AMES ST WHEAT RIDGE CO 80212 YUREK JEREMY YUREK KATHERINE YUREK JAMIE 3501 SHERIDAN BLVD WHEAT RIDGE CO 80212 C...t'> of Wheat Ridge Ruil,-1.ing 231-050-0003 C ;. 1 .9 of Wheat: R b:} 9-3 08/29/2019 09:56 CBBE ZONING APPLICATION FEES< C DB 4, 1- MSD AMOUNT ZONTNA AFFLI;CATION FEES 200.00 PA'-'MEN'i RECEIV'ET,1 AMOUNT Lhnub: ,,4 211 0 An for Deposit Only TOTAL 200.00 NOTE: Land use applications must be 464,submitted BY APPOINTMENT with a planner. Incomplete applications will not- W heatilidge be accepted--refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue . Wheat Ridge, CO 80033. Phone (303) 235-2846 (Please print or type all information) Applicant 3480 Ames Street LLC Phone 2144540100 Email info@mvmidtownacademv.com Address, City, State, Zip 1675 W 67th Ave. Suite 200. Denver CO 80221 Owner Andrew & Rebecca Barrilleaux Phone 2144540100 Address, City, State, Zip 1532 W 66th Ave. Denver, CO 80221 Email info@mvmjdtownacademv. com Contact Rebecca Barrilleaux Phone 2145175059 Email info@mvmidtownacademv.com Address, City, State, Zip 1532 W 66th Ave. Denver. CO 80221 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 3480 Ames Street. Wheat Rdiae. CO 80212 Type of action requested (check one or more of the actions listed below which pertain to your request): O Change of Zone or Zone Conditions O Planned Development (ODP, SDP) O Planned Building Group O Temporary Use, Building, Sign O Variance/Waiver (from Section 26- Fl Special Use Permit O Conditional Use Permit O Site Plan O Concept Plan ) O Right of Way Vacation O Subdivision - specify type: O Administrative (up to 3 lots) O Minor (4 or 5 lots) O Major (6 or more lots) O Other: Detailed description of request: Requesting a special use perrnit for subject property for the use of a MontessoriSchool serving PK-3rd Grade. This is an allowable special use under the R-3 Zoning. I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, 1 am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this action on his Notarized Signature of Applicant State of Colgrado } ss /4 County of tle,J€* The fore,goin0 instrument (Land Use Processing Application) was acknowledged by me this 2, day of A(*t.202__by 4/7517*01 **,FAL Christian D Hernandez Palae os NOTARY PUBLIC 0/- .0.-My commission expires :21 120211 STATE OF COLORADO Notary Public NOTARY ID 20184016438 MY COMMISSION EXPIRES APRIL 24,1022 To be filled out by staff: Date received 9 -24 41 Comp Plan Design. Related Case No. Assessor's Parcel No. 39. 14 1 - Size (acres or sqft)1,04 Acces Fee $ 400, DO Receipt No. COBA-/474 Pre-App Mtg. Date & 21- R Current Zoning A-3 Proposed Zoning Case No. 3 UP- 19 -02 Quarter Section Map /8 9 25- Case Manager 1-5 Ate# Current Use (, k 4-06Proposed Use MNed ?nk- 3420 Rev ]/22/ 2016 Midtown Montessori Academy Proposal Narrative MIDTOWN . MONTESSORI ACADEMY Targeted Opening Date: Ql 2020 I. Executive Summary: Midtown Academy, LLC, a Colorado based company which does business under the tradename, Midtown Montessori Academy or "MMA," was established in early 2018 as a 45-child Montessori school. MMA was developed to service an emerging community with limited viable early childhood education options within a 3-mile radius in the Midtown Neighborhood located within Denver. The school has been met with strong demand and is operating at capacity with a full-time waitlist which exceeds 140 children. The ownership team has witnessed the shortage of quality early childhood education first hand, as desperate parents call searching for quality, licensed educational options for their child in the Denver Area. As such, ownership of MMA is looking to expand the school into a second location within the Highlands/Wheat Ridge/Berkley Area, where over 40% of our waitlist resides. I[. Expansion Opportunity: The MMA owners are currently under contract on a property for sale located at 3480 Ames Street, Wheat Ridge, Colorado. We believe this location is perfect for a second location and would be ecstatic to be able to join the Wheat Ridge Community as an additional educational option for Wheat Ridge's growing population! Midtown Montessori Academy is seeking approval for a Special Use Permit from the City of Wheat Ridge, to transform this amazing and well-maintained building into a beautiful private school - to serve some of Wheat Ridge's youngest community members. The property is perfect for a school, as it's sits on over an acre of manicured land and already has a gymnasium - ideal for school assembles, plays, and indoor gross motor for students! The existing classrooms, once used for Sunday School, and expansive hallways would be maintained and are already arranged perfectly, reducing the renovation needs to get the school operational. Our vision for this Midtown Montessori Academy location consists of renovating the existing building to serve the community as a PK-3 Elementary School. We believe that children 0 to 9 years of age would thrive in a safe, comfortable, and family-like environment to explore the world around them and build a passion for education to carry them for years to come - what we call the Flame of Knowledge. Each of our thoughtfully prepared classrooms would provide Wheat Ridge students with a quality Montessori education, guided by an AMS/AMI accredited Montessori Guide. Our existing level of educational excellence would, of course, be maintained in this expansion to a second school. Exhibit A : 3480 Ames Street - Renovations Before After f III. Montessori Method of Education: Montessori is a method of education that is based on self-directed activity, hands-on learning and collaborative play. In Montessori classrooms children make creative choices in their learning, while the classroom and the teacher offer age-appropriate activities to guide the process. Children work in groups and individually to discover and explore knowledge ofthe world and to develop their maximum potential. Montessori classrooms are beautifully crafted environments designed to meet the needs of children in a specific age range. Dr. Maria Montessori discovered that experiential learning in this type of classroom led to a deeper understanding of language, mathematics, science, music, social interactions and much more. Every material in a Montessori classroom supports an aspect of child development, creating a match between the child's natural interests and the available activities. Children can learn through their own experience and at their own pace. They can respond at any moment to the natural curiosities that exist in all humans and build a solid foundation for life-long learning. IV. Montessori and Community: Community is a hallmark of the Montessori pedagogy and vital to the child's sense of safety, community bond, socio-emotional development, and success. A child who feels valued and appreciated for the contributions they make to their environment is emotionally able to learn more than a child struggling with finding their "place." Our school's values are built on creating a community for not only our student, but their entire family. We host monthly community events that range from Parent Education Night (ex. Positive Parenting), to Summer Carnivals, to Mother' s Day Tea, so that everyone associated with Midtown Montessori Academy feels at home and welcome. As the old adage goes... "It takes a village!" and we absolutely stand by that moto. In addition to the Community Events we offer current families, we also host many extended community seminars. We offer Prenatal classes for expecting parents, Positive Discipline Series (4 weeks long), Toilet Learning seminars, Meeting Your Child Where They Are, Story Time for community children, Silly Song and Dance Time for community children, and so many others! IV. Community Need: While Wheat Ridge is a beautiful little community with many different types of residences and amenities, the current placement of schools, particularly Montessori Schools, is not meeting the needs ofthe community in an optimized way. The map on the next page (Exhibit B) represents all ofthe preschool and elementary schools located in Wheat Ridge Colorado, operated by Jefferson County Public School. The tan/brown schools represent Elementary schools, while the navy schools represent Preschool/Elementary combination schools. Middle schools are represented in burgundy. Exhibit B - Jeff Co Public School District Map District Map IFind A School '1 High Schools Middle Schools Elementary Schools / Preschools C Charter O Option S Special B . 8 .0.4.1,1. te - .....i I ....coltrowhal....9 ...r -r. 0 1 70 CO,1.0.. i 1./6,/% 6#.*,0 4 ' 0,*J- /Al -AM|Qal KIPLING!CONDOS4# I '16-..4 KlPL#NG . ..... .-Il BERKELEY HEIGHTS 9- .Mounla'i 1 ...1 1 10 .-R I ...9 .. "THS -'.-.--NORTHWEST e. 9/ 1 1 11 -L liRE :i WhAIR,(lge,„„ .,-*2Z 1......00, -//iJb........41 0 VILLAGE- ...- WESTHIGHLAND VILLAnt .e 4 Map Satell i # 14;7°°.Cro.n-In I EASTAr-WHEATRU05[3480 Ames StreetCONDO --- As you can see, all of the preschools in the district are located near the I-70 corridor and are not located near the majority of residences in the city. This is a concern for three reasons. First, families are having to commute to busy intersections to drop off young children for school - both the 1-70 and 44th Ave corridors are busy and traffic filled both before and after school. Additionally, dual working families residing in Eastern Wheat Ridge are finding hardship having to drive in the opposite direction of downtown to drop off their child before heading Downtown to work. Finally, of these 3 public preschools, only one of them offers a full day program from 7:00 am to 4:00 pm, the others are either half-day or solely school day and all three of them are only open for the school year. This poses a huge concern for children of working families because the model simply does not work for their lifestyle. As a result, families are forced to look for alternative places for care for their children, depriving them ofa quality education provided by a quality Early Childhood Education (ECE) program. While our primary focus would be to serve children 3 to 9 years of age (going up to 3rd Grade), we would also have programs to accommodate younger children (0-3) in our Nido and Toddler programs. This model has been successfully implemented in many public schools across Colorado, including Mapleton Public Schools and Westminster Public School. Additionally, this model is important to the success of our school, as Montessori curriculum builds on itself. Children immersed in the Montessori Pedagogy from birth are more successful in Montessori classrooms in later years. There is even a designated Montessori Certification for I to A (0-3). Similar to an Immersion School, many Montessori schools (even public schools), do not accept children into their programs if they do not have Montessori Pre-K because the children lack the necessary skills to be self-paced and self-regulated in the classroom - two key skills that are required to be successful. The 0-3 curriculum is a pre-requisite to our Primary 3-6 class and, likewise, our Primary prepares students for our Ll class (1 St, 2nd, 3]*d grades). We view these younger programs as necessary to this location because: 1) they strengthen parent involvement in school activities, 2) they increase family loyalty to the school and pedagogy, and 3) these loyalties will feed our lst, 2nd and 3rd grade classes. For the purpose of this discussion, we have pulled census data from the 2010 Wheat Ridge Tracts. Continued on next page. Exhibit C - 3480 Ames Street Property Tract and Surrounding Tracts s 3,04.19&{ rI e t aketide t 1 1 H -Downtown Aquarium ¥ Peps' Ce:,1 High Stadium Ill. Wheat Ridge Child Care Deserts Along those same "family need" lines, Colorado is struggling with a Child Care shortage, and the City of Wheat Ridge is no exception. A Child Care Desert is the term used to identify areas of shortages of care for children under the age of 5. The need is urgent and families are feeling the pressure to find quality, affordable, and professional educational options to meet their child's developing needs all while keeping in mind their needs as working families. The census tract (Tract 107.2) that 3480 Ames St. resides within as seen in YELLOW in Exhibit C has been identified as a Child Care Desert. According to the 2010 United State Census, there are 2,031 children under the age of 5 years old who need full day care and only 1,096 Licensed spots available any given year to be filled in the Tracts that immediately surround this property and extend North and West into Wheat Ridge. Additionally, there are another 1,678 children ages 5 to 9 years old who need a quality education, as well. While Wheat Ridge and Jeffco Public Pre-Schools account for some of these "available spots," keep ill mind that they are not full-day programs and Before and After School Care is not guaranteed. At the time of this census, there were approximately 10,077 adults between the age of 20 and 39 years old, individuals we consider to be the target demographic for families with elementary aged children. Since this last census, Colorado has seen a material annual population growth, with a heavy influx of individuals 20 to 34 for a number of years. This would indicate that these shortages are now far worse than they were 9 years ago. Continued on Next Page - Intentionally Left Blank Exhibit D - Stevens Elementary School District Boundaries Stevens Elementary yu i-i i iii i i I i i } 2;'i i ii ii 10 - T. -=-14 1--MT ' 3480 Ames Street 1 i i 1 1-4 2i i <-i 11*4 t-- f.711 4 1 ./--'.. I 1.- i 1. 1.. - i ** M.. i i ,1_. 2 |- ni iu 1 * S : ;JFT? L.- 11 Ill 1..2 9-1 2 113:FCO .'*'......n „:. ,1 ..... It*.rag.UP,•1"il' ---- In this property's Tract alone (Tract 107.2), there are 373 children under the age of 5 years old, and another 345 children between the ages of 5 and 9 years old - for a total of 718 children with need, with only 116 available child care opportunities for children 0-5. While Steven's Elementary (the neighborhood elementary school) does offer pre-school programs for students, it only offers -50 enrollment opportunities for children under 5 (none of which are full day options), leaving approximately 323 Pre-K students without access to a quality education. This means that many children entering Kindergarten to Steven's are largely coming from in-home daycare facilities, where the professional requirements are not nearly as stringent as Pre-K facilities governed by the Office of Early Childhood Education. Additionally, Stevens is the only elementary school (or ECE program) located within walking distance (1 mile+) to the neighborhood surround the property, as seen in Exhibit D below. MMA hopes to alleviate some ofthese shortages, all while keeping Wheat Ridge families' needs in mind. Our Montessori School "school day" would follow a traditional schedule of 8:30am to 3:30 pm, but we would be offering private Before School and After School programs for all students ofall ages. V. Zoning: The existing structure was previously used as a church, owned by the LDS church, and has been sitting vacant for over a year. The building recently was put up for sale and received modest interest, despite its appropriate pricing in today's market, due to the current zoning on the property. The property is zoned R- 3, and consists of 6 parcels ofland. As the zoning stands today, the existing building' s only Permitted uses (without requiring a Special Use Permit) are: A farmers Market, a Foster Care Home, A Government/Public Utility Building, a Park, a Produce Stand, a Nursing Home, a Public School, or Urban Gardens. All other uses require a Special Use Permit, including a Private School, a children's group home, or even another church. As stated in the executive summary, MMA is requesting the approval of a Special Use Permit to operate a private Pk-3 Montessori School, serving children 0-9 years ofage. Exhibit E - Wheat Ridge Comprehensive Plan, Neighborhood Buffer Area 1 ijl i-T- *T-1-!4 LAKAW - Connee r Hightan 10 1 lei 2111 -%.....'3480 Ames Street '-22ND AVE m TT-[1 ii m 26TH AVE , R:244 The property currently resides within the Neighborhood Buffer Area, as outlined in the 2009 Wheat Ridge Comprehensive Plan. Located just 3 blocks from the Main Street Corridor and Neighborhood Portal found at the intersection of Sheridan Blvd and 38th Ave, the property sits just far enough away to provide the safety a school needs during drop-off and pick-up, while still aiding in the "Walkable" and "Community-Centered" atmosphere desired for this neighborhood by the City of Wheat Ridge. The proposed building use would provide the perfect transition between the low-density neighborhood to the West and the Sheridan Blvd corridor to the East. As stated in the Comprehensive Plan, "Neighborhood Buffer Areas [...] because of their close proximity to the city's primary commercial corridor [...] will continue to transition from a mix of residential and small-scale commercial uses to areas with higher intensity residential, office, and commercial uses." VI. In Closing: Midtown Montessori Academy sincerely appreciates the consideration for the special use permit for a private school at 3480 Ames Street. We firmly believe that the adaptive re-use ofthe vacant church into a beautiful Montessori School is the location's highest and best use and will be a great addition to the growing community. What a wonderful opportunity to educate the next generation of Wheat Ridge citizens and build an amazing community in the process! Thank you for your time and consideration! Sincerely, Andrew and Rebecca Barrilleaux Addendum: A. Draft Floor Plan: M a X a- AJO HUCEA.1 Rily.lilij..... -gal = 22Tl 40 PARD«3 STALLS \{4+ n K..3 ) 'ftlyAIN LEVEL -21*-1 1,0-'E-ZZ 17'-loE-IEL_ .M U 1 =C. r-=T--Er ....- NO WORK N THESE AREAS -I V.m, EXCEPrION OFAO[InION OFFRESUPPRESSION CXZ 111 ) 927ypPER STAGE ) pFliUPPER LEVEL09 1 B. Draft Site Plan: Playground C• 4 t 0E 01 1.-1. FALE ' C. Traffic Circulation Plan: Sheridan Blvd MIDTOWN 4 MONTESSORIACADEMY 99-1,1.:Al-I„I,Im LEGEND TRAFFIC CIRCULATION PLAN 1 - Infant Drop-OK/Pick-Up Route 11 - - 2- Pre-School Drop-Off/Pick-Up Route I 3 - Elementary Drop-Off/Pick-Up Route 4**64 U. D Wlk 1 e Ames Striet D. Response to SUP Review Criteria [l.] The special use will nothave a detrimental effect upon the general health, welfare, safety and convenience ofpersons residing or working in the neighborhood. Applicant Response: We believe the school will have a positive impad on the neighborhood with an underutilized, vacant building being reusedfor a private school. The use will create 25-30 local teaching jobs and management intends to communicate and promote a community with nearby residents and businesses. [2.] The special use will not create or contribute to blight in the neighborhood by virtue of physical or operational characteristics. Applicant Response: Adaptive re-use of an abandoned property with an exterior and interior renovation planned. The renovations will serve to improve the physical appearance of the neighborhood. [3.] The special use will not create adverse impacts greater than allowed under existing zoning for the property. Applicant Response: The proposed use, a private Montessori School, will have an impact that will be lesser than a public school of a similar capacity. A public school is a pennitted use under the existing R-3 zoning. The proposed private school is an allowable special use for the zoning. [4.] The special use will not result in undue traffic congestion or traffic hazards, or unsafe paking, loading, service or internal tramc conflicts to the detriment of persons whether on or offthe site. Applicant Response: Per the included tr®ic impact study, the proposed Montessori School can be accommodated by the existing roadway network. Further, a tramc circulation Nan has been included which proposes that the majority of tral#c.flow to be accommodated on the property through use of the parking lot and Eastern alley access. [5.1 The property is appropriately designed, including setbacks, heights, parking, bulk, buffering, screening and landscaping, so as to be in harmony and compatible with the character of the surrounding areas and neighborhood, especially with adjacent properties. Applicant Response: The existing propeny is well maintained with appropriately designed landscaping. Parking is more than adequate with 40 spots existing allocated for the proposed use which requires -32 spots. The character of the building design will be maintained, yet updated, to refresh the buildings appearance. [6.1 The special use will not overburden the capacities of the existing streets, utilities, parks, schools and other public facilities and services. Applicant Response The burden to the community will be minimal with the School being selfsustained with no needfor an outside playground orpark use. Th€ trac impact is nominal as the existingroadway network supports the proposed use as conjinned by a tralRc impact study. [7.] There is a history of compliance by the applicant and/or property owner with Code requirements and priorconditions, if any, regarding the subject property. Applicant Response: N/A: Applicant has no prior histoo with the City of Wheat Ridge. To our knowledge the pre-existing ownership remained in compliance since the original construction in the mid-19403. [8.] The application is in substantial compliance with the applicable standards set forth in the Architectural and Site Design Manual. Applicant Response: N/A: Adaptive Re-use of existing building. To ou, knowledge the pre-existing building was infult compliance with applicable standards. Theproposed use will requirecenainimprovements fortheproperty toadheretocurrent codeguidance whichwillbereviewed as partofthe building permit process. [9.1 The proposed special use promotes goals and outcomes from applicable portions ofthe city's comprehensive plan and any subarea plan applicable to the subject property. Applicant Response: According to Wheat Ridge's Comprehensive Plan, the proposed site location resides in a neighborhood buffer ana. The plan states that, "Over time, the City aims to improve the appearance, mix of uses, property values, and overall vitality of these areas." We believe that our proposed use in a vacant building will accomplish each one of those goats. .k''Rev. 5/2014 I ,City of79- W heat R€jge -COMMUNHY DIVELOPMENI Submittal Checklist: Special Use Permit Project Name:3%00 lUS ST*EET freSSO LS lt-MaL- project Location: < 3¥kt)AME,6 ST/26275 WHEM-21£E, Co 2024 L Application Contents: A special use permit (SUP) is required for approval of a special use in any zone district. The following items represent a complete SUP application: -3<r Completed, notarized land use application form __E,7. Application fee /3. Signed submittal checklist (this document) Proof of ownership-e.g. deed Written authorization from property owner(s) if an agent acts on behalf of the owner(s) Mineral rights certification form 403 736.t> 73 wA IT FO, #En'ZING; DATE. Writ*n request and description of the proposal 1 Include a response to thgSUP review criteria-these are found in Section 26-114of the municipal code4Mwbuk, D. 5. NA . Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre-application meeting. This includes, but is not limited to, the following documents (one paper copy plus Adobe .pdf file is required)'. 1. Site plan application-required if new development is proposed with the SUP * Proposed building elevations 13. Trip generation letter or traffic study 4. Drainage report As applicant for this project, I hereby ensure that all of the above requirements have been included with this submittal. I fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, I understand that in the event any revisions need to be made *te¤he second (23 full review, I will be subject to the applicable resubmittal fee. / Signature:Date:8/47,//9 Name (please print):4Vierj DAU.ALLEA «-Phone: 2/4- 43't-6/06 Community Development Department · (303) 235-2846 · www.ci.wheatridge.co.us No. IN,T-WARRANT¥ DNED.-4-t Fii- ¢44„,Mle--Th. W. 21. 214,0. mattai#,1 Co,, D-••r. m...,ao. 6 :536673 WARRANTY DEED Ebil *teb, Mod. 1,0.twenty-fifth duy Of October in the yar of our Lord ozie thotiand nine hundred ind forty-6ne bet.een Joseph A. Burggraf TO of the County or Denver,State of Colorado. of the antrb ,/' partand, The Corporation of The Presiding Aled tor Raoard St -D o'OID©»•»' M. Bishop of the Church of Jeaue Christ of MAS 1 8 '642 A D. 19 Latter Day Slaints, a Utah Corporation, Sole, 'lly. 0. 'thcule' 'a ..../.·4--180.-ell"de. 0!th' Iecond Irt: WITNE,BETH. ThAL tbe *Did puty of the *rit DIA lor - 12 Con,id,r,lion of the ium of -- 31x Thousand Five Hundred ($6,500.00)DOI.LARS. to the -id pare ofthe.".0.thbandvaw".th'."Pay K tho -end part the reealpt whereof in blri,b, confen,4 Ind uk=•40**60 h, 8 #unt* 21Ii,4 lold and m¥*Ad. and by th, PMIInI die S Zint. bar:,ta. *14convey -conann, ,-th.=M/:ty <the,-,8 /st ltS -,and,/*no fom-,Uthomllowingd,am*edlot *rweel of talld.iltuate, 1114100•111*113£h, -------Counlyof Jefferson .Statao{Colorado. to·Wit: Forty-eight (40) lots altuate in the Southeast Quarter (@Et)of the Northeast quarter (NEit) Section 25, Township 3, Range 69,' formerly being numbered Block five (5) C,lumbla Heights, and all ofmy right, title and interest, lf any, tn and to all atreets andalleys wlthln or adjoining said premisee, otherwise described ae EastHalf of Northeast Quarter (26 of NEit) of the Southeast Quarter r.f theNortheast *tarter (84 of NE*} of Section 25, Township 3, Range 69 in Jefferson County, Colorado. 700'THER 1,11.,M and 00"I' loheeditmment'•ad•=1,-=-thg,unt.bel"m.ng, or ia,An,I,e apptalaing,,"4 thi ""."m=."dn"v"W.4 mmal-r ud ¥em,1.*/4 ,-t•. 1-- •ad DI,1,1 there/: -8 0,2 the eltat#,1.ht, title tater.t. clatm d demand vhata-/ ogthomm/'my .Of the nrit part. either in law or equity. of. m and to the above b*,salded p-lm with the harldltamentl lad appn§08=ea.TO HAVE ANg TO HOLD lhe iall D-mt- E-* baabid 22 0-crthed, Will the *,partenan-, unto the aud Party of the *noond part,its h.1. and Ullin, folvvir. And the -14 *ty of the Orst part, for h lm•elf, hlehetri. execatort wid Idmtnlitktori. dce a 20••nant. grant, 1*r,11* and UreD to 011,1 -lth the *d Da•y ar th. *cand ..rt. lt 8 hal,0 - latn# that atthedmoof lb,-Illog Ind d.11•or, Of thel. Pte»ent* he 18 -11 *elled al th,Nemli- 86-convoye* ma o¢ Ped,,04 Dirket, Ibiol- am! Welea,lble-tate of inberitance, in hv. in fee *Imple, ed hal;lood stght tell »ew- - 1-01 Iummiw 10 Diang be:al# Iell aDd ®om,e, the -me 0,•on•r.4 *rm u ae--i =21,/ th/•ame=/M//** *mantor=andother/=4 bars* 101* lien# 14*21,and Incumbiwees K whti¥*r #4 w .tar, 00*I.I. 0, N' .adth.dove-le.*aid,.,.nt-tath.quilimad,1-11.1 - 4¢a••ill&* 020,0-00.4.4 1tahel•* and *- .u. /11 -4 0---2 0,enomo ]*WN]Delatmia:Or:o el,lm thi -f oruy .rt themotlbe uid parly 4 the ent part 011811 and .Ul WARRANT AND FOREVER DE.END IN WITNEI WHERIP, ne m- wty of the ant »It has h.-to ..t his h. Nat thed., ant Nar *ret ab- wrltten county of Denver rDrry J. Struck .Now, Public loud for -d Denver County. in the 0Late an,re-, do b,-hy en,lif that Joseph A. Burggraf,¥40 18 Dersonally kno•ratom, to be thu perlon mb,cribed to the twegothz D-d. appetrid before me thi. day tn per,an. and acknowledged thatpfi ,;41*k4 - delwanaa the =td nizirmment of ,*an, u hla free *ad ¥0/unt//1 act and 90*1**'60 Wflf'/lo- tk•relm -t *mth ·0/'3M89904¥'notarial ..1. thi.5th day 02 3.nuary, 1948. 'Ire-I. W.-1.W--4 Imf=ber .th.A D 1,45• p u'Al i. /4 ;473.4,1-dl.Notaul Public. .'tn·rer.. ...1.-*I'll-+IIl- Ne 368 1 4k t..., , ... . f A .9 ... .C i _OE jm.EK_£71££0Lt 4_ALEJCH-15_I. .. IN 71#/ 43£4 4 THE N#* 9 S-cr;- 25 16•0*HIP J Wrll A- I WS• ' *- 4---• 0-n C•&*I e. PED,CATION . .1 -t. 1. ... K•,w A.L ..... n.0 ......Ti•T rk• C,ounc# op Jis- CH.12¥•LA¢*=138. SAUm - - -4 W....0- - - -S., M. D... Sr.. ...0. ..... m 8.-• C.L...4 .A *Dov•••. -•N• S;u-•A•, 0., Qu.m" w 7,4. N8,au F Wn, 0, n,• 4 8-#a, M••,»,I , .1,;o,v C,Inv C.-u-0.-•d HAS CAUSID SAID PARCh W MID n U Ing••0¥,O,0Ine •.Tr.•kl•*,0 -2 70 Twill'n•v/. i.cl.•all, 4, /hult*LUMIN_Bhdm- Ar B-op G...... ta....... ...1.. . 4 Ing- SAU... 0/ . 4 -,4.V ......... ...... ...¥ 7 £//ARTI 0/ARI M TI'l lay A- At"'Mat'ID Tlf *' 9*- -.4-O*,2/ *al AY ...D AID **Al 7, 91 Da, 04*,1 , »,6 1 3 . ...€:J t-tli 7 t • t A 1 . i 1. I ; .r 1 7/2 11 .7 10 »ru,4 w..4 1 . C Iinpl---I- M&/= ,......1 .4a B- --+6 - ¢ W a. Al/-4 . L AE• W TIL // tweOieI - IL•44 /C•40,1-4 411•M -4, MW 01 Nt *14 . .. PZ#62- f..346 J .. . I 1 ... ler ... MIDTOWN MONTESSORI ACADEMY 08/04/2019 Church of Jesus Christ of Latter-Day Saints Attn: Real Estate Services Division 50 East North Temple Street, 12th Floor Salt Lake City, Utah 84150 To Whom It May Concern, This letter serves to request written authorization to allow Andrew & Rebecca Barrilleaux acting on behalf of 3480 Ames Street, LLC to submit a special use permit application request from the City of Wheat Ridge regarding the subject property at 3480 Ames Street, Wheat Ridge, CO 80212. We expect to submit the application during or after the week of August 260,2019. The approval of a special use permit, if granted, would occur after the expecting close of the subject property and therefore, would not interfere with any conditions of the executed sales contract, Please reach out if you have any questions regarding this request. Sincerely, '67 Andrew Barrilleaux, Owner Acknowledged & Accepted by: Representative's Signature: //L- Date: 5 Ay 2.0 19 -3 Title:AUTHORIZED AGENT r LSC TRANSPORTATION CONSULTANTS, INC. 1889 York Street Denver, CO 80206 (303) 333-1105 FAX (303) 333-1107 E-mail: Isc@lsedenver.com TRANSPORTATION CONSULTANTS, INC. August 28, 2019 Mr. Andrew Barrilleaux 1532 W. 66th Avenue Denver, CO 80221 Re: Montessori School Wheat Ridge, CO LSC #190860 Dear Mr. Barrilleaux: In response to your request, LSC Transportation Consultants, Inc. has prepared this traffic impact analysis for the proposed Montessori School. As shown on Figure 1, the site is located south of W. 35th Avenue and east of Ames Street in Wheat Ridge, Colorado. REPORT CONTENTS The report contains the following: the existing roadway and traffic conditions in the vicinity of the site including the lane geometries, traffic controls, posted speed limits, etc.; the typical weekday site-generated traffic volume projections for the site; the assignment of the projected traffic volumes to the area roadways; the projected long-term background and resulting total traffic volumes on the area roadways; recommendations to mitigate growth in background traffic and the impact of the proposed site. LAND USE AND ACCESS The site is proposed as a Montessori School with a 45-student daycare and 70-student private elementary school. Access is proposed to Ames Street and W. 35th Avenue as shown in Figure 2a. Figure 2b shows the proposed circulation plan. Daycare and pre-school drop-off/ pick-up is expected to occur on site and elementary drop-off/pick-up will be along the east side of Ames Street. It would be appropriate to modify the east side of Ames Street adjacent to the site to be a drop-off/pick-up zone during school peak times and be available for public parking at other times. ROADWAY AND TRAFFIC CONDITIONS Area Roadways The major roadways in the site's vicinity are shown on Figure 1 and are described below. • Sheridan Boulevard (SH 95) is a north-south, four-lane state highway east of the site. The intersection with W. 35th Avenue is signalized and the intersection with W. 33rd Avenue Mr. Andrew Barrilleaux Page 2 August 28, 2019 Montessori School is stop-sign controlled. It is classified NR-B (Non-Rural Arterial) by CDOT. The posted speed limit is 35 mph in the vicinity of the site. • W. 35 Avenue is an east-west, two-lane collector roadway north of the site. The inter- section with Sheridan Boulevard (SH 95) is signalized and the intersections with Ames Street and Benton Street are stop-sign controlled. The posted speed limit is 25 mph in the vicinity of the site. • Ames Street is a north-south, two-lane collector roadway west of the site. The intersec- tions with W. 33rd Avenue and W. 35th Avenue are stop-sign controlled. No speed limit is posted in the vicinity of the site. • W. 33' Avenue is an east-west, two-lane local roadway south ofthe site. The intersections with Sheridan Boulevard (SH 95), Ames Street, and Benton Street are stop-sign controlled. The posted speed limit is 25 mph in the vicinity of the site. Existing Traffic Conditions Figure 3 shows the existing lane geometries, traffic controls, posted speed limits, and traffic volumes in the site's vicinity on a typical weekday. The weekday peak-hour traffic volumes and daily traffic volumes are from the attached traffic counts conducted by Counter Measures in July, 2019. 2020 and 2040 Background Traffic Figures 4 and 5 show the estimated 2020 and 2040 background traffic, lane geometry, and traffic control. The 2020 and 2040 background traffic is based on an annual growth rate of 0.5 percent based on historic CDOT data for Sheridan Boulevard (SH 95). Existing, 2020, and 2040 Background Levels of Service Level of service (LOS) is a quantitative measure of the level of congestion or delay at an inter- section. Level of service is indicated on a scale from «A" to «F." LOS A is indicative of little con- gestion or delay and LOS F is indicative of a high level of congestion or delay. Attached are specific level of service definitions for signalized and unsignalized intersections. The intersections in the study area were analyzed to determine the existing, 2020 background, and 2040 background levels of service using Synchro. Table 1 shows the level of service analysis results. The level of service reports are attached. • W. 35t Avenue/Benton Street: All movements at this stop-sign controlled intersection currently operate at LOS «A" during both morning and afternoon peak-hours and are ex- pected to do so through 2040. • W. 35th Avenue/Ames Street: All movements at this stop-sign controlled intersection cur- rently operate at LOS «A" during both morning and afternoon peak-hours and are expected to do so through 2040. Mr. Andrew Barrilleaux Page 3 August 28, 2019 Montessori School • Sheridan Boulevard (SH 95)/W. 35h Avenue: This signalized intersection currently ope- rates at an overall LOS «A" during both morning and afternoon peak-hours and is expected to do so through 2040. • Benton Street/W. 33rd Avenue: All movements at this stop-sign controlled intersection currently operate at LOS "A" during both morning and afternoon peak-hours and are ex- pected to do so through 2040. • Ames Street/W. 33rd Avenue: All movements at this stop-sign controlled intersection cur- rently operate at LOS «A" during both morning and afternoon peak-hours and are expected to do so through 2040. • Sheridan Boulevard (SH 95)/W. 33rd Avenue: All movements at this stop-sign controlled intersection currently operate at LOS «D" or better during both morning and afternoon peak-hours with the exception of the westbound approach which operates at LOS "F "ln the afternoon peak-hour and are expected to do so through 2025. In 2040, the eastbound and westbound approaches are expected to operate at LOS «F" during both peak-hours. TRIP GENERATION Table 2 shows the estimated typical weekday, morning peak-hour, and afternoon peak-hour trip generation for the expansion based on the rates from Dip Generation, 10th Edition, 2017, by the Institute of Transportation Engineers (ITE). The site is projected to generate about 472 vehicle-trips on the average weekday, with about half entering and half exiting during a 24-hour period. During the morning peak-hour, about 64 vehicles would enter and about 53 vehicles would exit the site. During the afternoon peak- hour, about 37 vehicles would enter and about 41 vehicles would exit the site. During the afternoon school peak-hour, about 25 vehicles would enter and about 29 vehicles would exit the site. TRIP DISTRIBUTION Figure 6 shows the estimated directional distribution of the site-generated traffic volumes on the area roadways. These estimates were based on the location of the site with respect to the regional population, employment, and activity centers; and the site's proposed land use. TRIP ASSIGNMENT Figure 7a shows the assignment of the site-generated daycare traffic volumes based on the directional distribution percentages (from Figure 6) and the daycare trip generation estimate (from Table 2). All daycare and pre-school drop-off/pick-up is planned to occur on site. Figure 7b shows the assignment of the site-generated elementary school traffic volumes based on the directional distribution percentages (from Figure 6) and the elementary school trip gene- ration estimate (from Table 2). All elementary drop-off/pick-up is planned to occur on the east side ofAmes Street. This will encourage trips to arrive from Sheridan Boulevard (SH 95) via the unsignalized intersection with W. 33rd Street and exit to Sheridan Boulevard (SH 95) via the signalized intersection with W. 35th Street. Mr. Andrew Barrilleaux Page 4 August 28, 2019 Montessori School Figure 7c shows the total site-generated trips which is the sum of the volumes in Figures 7a and 7b. 2020 AND 2040 TOTAL TRAFFIC Figure 8 shows the 2020 total traffic which is the sum of the 2020 background traffic volumes (from Figure 4) and the total site-generated traffic volumes (from Figure 7c). Figure 8 also shows the recommended 2020 lane geometry and traffic control. Figure 9 shows the 2040 total traffic which is the sum of the 2040 background traffic volumes (from Figure 5) and the total site-generated traffic volumes (from Figure 7c). Figure 9 also shows the recommended 2040 lane geometry and traffic control. PROJECTED LEVELS OF SERVICE The intersections in Figures 8 and 9 were analyzed to determine the 2020 and 2040 totallevels of service. Table 1 shows the level of service analysis results. The level of service reports are attached. • W. 351 Avenue/Benton Street: All movements at this stop-controlled intersection are ex- pected to operate at LOS «A" during both morning and afternoon peak-hours through 2040. • W. 35th Avenue/Ames Street: All movements at this stop-controlled intersection are ex- pected to operate at LOS «A" during both morning and afternoon peak-hours through 2040. • Sheridan Boulevard (SH 95)/W. 35th Avenue: This signalized intersection is expected to operate at an overall LOS "A" during both morning and afternoon peak-hours through 2040. • Benton Street/W. 33 rd Avenue: All movements at this stop-controlled intersection are ex- pected to operate at LOS «A" during both morning and afternoon peak-hours through 2040. • Ames Street/W. 33rd Avenue: All movements at this stop-controlled intersection are ex- pected to operate at LOS «A" during both morning and afternoon peak-hours through 2040. • Sheridan Boulevard (SH 95)/W. 33rd Avenue: All movements at this stop-controlled inter- section are expected to operate at LOS «D" during both morning and afternoon peak-hours through 2040 with the following exception: The eastbound and westbound approaches are expected to operate at LOS "F»during both peak-hours with or without the addition of site traffic. • W. 35h Avenue/Site Access: All movements at this stop-controlled intersection are ex- pected to operate at LOS "A" during both morning and afternoon peak-hours through 2040. Mr. Andrew Barrilleaux Page 5 August 28, 2019 Montessori School • Ames Street/North Site Access: All movements at this stop-controlled intersection are expected to operate at LOS «A" during both morning and afternoon peak-hours through 2040. • Ames Street/South Site Access: All movements at this stop-controlled intersection are expected to operate at LOS «A" during both morning and afternoon peak-hours through 2040. CONCLUSIONS AND RECOMMENDATIONS Trip Generation 1. The site is projected to generate about 472 vehicle-trips on the average weekday, with about half entering and half exiting during a 24-hour period. During the morning peak- hour, about 64 vehicles would enter and about 53 vehicles would exit the site. During the afternoon peak-hour, about 37 vehicles would enter and about 41 vehicles would exit the site. During the afternoon school peak-hour, about 25 vehicles would enter and about 29 vehicles would exit the site. Projected Levels of Service 2. All movements at all of the intersections analyzed are expected to operate at LOS «D" or better through 2040 with the following exception: The eastbound and westbound approa- ches at the Sheridan Boulevard (SH 95)/W. 33rd Avenue intersection are expected to operate at LOS "F" during both peak-hours with or without the addition of site traffic. Conclusions 3. The impact ofthe proposed Montessori School can be accommodated by the existing road- way network with the following recommendations. Recommendations 4. The site access approaches to Ames Street and W. 35th Avenue should be stop-sign con- trolled. 5. The school should generally follow the proposed circulation plan in Figure 2b which shows daycare and pre-school drop-off/pick-up on site and elementary drop-off/pick-up along the east side of Ames Street. This will encourage trips to arrive from Sheridan Boulevard (SH 95) via the unsignalized intersection with W. 33rd Street and exit to Sheridan Boulevard (SH 95) via the signalized intersection with W. 35th Street. This plan may need to be updated in the future to address conditions as they evolve over time. 6. It would be appropriate to modify the east side of Ames Street adjacent to the site to be a drop-off/pick-up zone during school peak times and be available for public parking at other times. ***** Mr. Andrew Barrilleaux Page 6 August 28, 2019 Montessori School We trust our findings will assist you in gaining approval of the proposed Montessori School development. Please contact me if you have any questions or need further assistance. Sincerely, LSC TRAIppCONSULTANTS, INge 5.4404% 0 YA 39018 ki T-28-/? By -ZZ cirrist4ffer S. McGranahan, PE, FrOE 263&: Enclosures:Tables 1 and 2 Figures 1-9 Traffic Counts Level of Service Definitions Level of Service Reports W:\LSC\Projects\2019\190860-MontessoriSchool\Report\MontessoriSchool-082819.wpd Table 1 Intersection Levels of Service Analysis Montessori School Wheat Ridge, CO LSC #190860; August, 2019 Intersection Location Traffic Control Existing Traffic Level of Level of Service Service AM PM 2020 Background Level of Level of Service Service AM PM 2020 Total Level of Level of Service Service AM PM 2040 Background Level of Level of Service Service AM PM 2040 Total Level of Level of Service Service AM PM W. 35th Avenue/Benton Street TWSC NBApproach A A A A A A A A A A EBApproach A A A A A A A A A A WBApproach A A A A A A A A A A SBApproach A A A A A A A A A A Critical Movement Delay (sec /veh)9.4 9.7 9.4 9.7 9.5 9.8 9.3 9.6 9.4 9.9 W. 35th Avenue/Ames Street TWSC NBApproach A A A A A A A A A A EBApproach A A A A A A A A A A WBApproach A A A A A A A A A A SBApproach A A A A A A A A A A Critical Movement Delay (sec /veh)9.2 9.4 9.2 9.4 9.6 9.9 9.3 9.4 9.7 9.8 Sheridan Boulevard/W. 35th Avenue Signalized EB Left/Through/Right C C C C C C C C C D WB Left/Through/Right D D D D D D D D D D NBLen A A A A A A A A A B NB Through/Right A A A A A A A A A A SBLeft A A A A A A A A A A SB Through/Right A A A A A A A A A A Entire Intersection Delay (sec /veh)3.8 5.5 3.8 5.6 4.9 6.5 4.2 6.4 5.6 77 Entire Intersection LOS A A A A A A A A A A Benton StreeVW. 33rd Avenue TWSC NBApproach A A A A A A A A A A EBApproach A A A A A A A A A A WBApproach A A A A A A A A A A SBApproach A A A A A A A A A A Critical Movement Delay (sec /veh)8.9 9.3 8.9 9.3 9.0 9.4 8.9 9.3 8.9 9.5 Ames StreeVW. 33rd Avenue TWSC NBApproach A A A A A A A A A A EBApproach A A A A A A A A A A WBApproach A A A A A A A A A A SBApproach A A A A A A A A A A Critical Movement Delay (sec /veh)9.0 9.4 9.0 9.4 9.3 9.7 9.0 9.4 9.5 9.7 Sheridan Boulevard/W. 33rd Avenue TWSC NBLeft B B B B B B B B B B EBApproach D C D D F D F F F F WBApproach B F B F B F F F F F SBLeft B B B B B C B C B C Critical Movement Delay (sec /veh)31.1 158.2 31.8 171.7 53.4 >240 >240 >240 >240 >240 W. 35th Avenue/North Site Access TWSC WB Left/Through - - - - A A - - A A Critical Movement Delay (sec /veh) - - - - 9.0 9.2 - - 9.1 9.3 Ames StreeVNorth Site Access TWSC WBApproach - - - - A A - - A A Critical Movement Delay (sec /veh) - - - - 8.9 8.9 - - 9.0 9.0 Ames StreeVSouth Site Access SBApproach - - - - A A - - A A Critical Movement Delay (sec /veh) - - - - 7.5 7.4 - - 7.5 7.4 Table 2 ESTIMATED TRAFFIC GENERATION Montessori School Wheat Ridge, CO LSC #190860; August, 2019 Trip Generating Category Quantity Trip Generation Rates (1) Average AM Peak-Hour PM Peak-Hour PM School Peak Weekday In Out In Out In Out Vehide-Trips Generated Average AM Peak-Hour PM Peak-Hour PM School Peak Weekday In Out In Out In Out CURRENTLY PROPOSED LAND USE Daycare (2)45 Students 4.09 0.413 0.367 0.371 0.419 0.381 0.429 184 19 16 17 19 17 19 Private Elementary School (3)70 Students 4.11 0.642 0.525 0.283 0.319 0.120 0.140 288 45 37 20 22 8 10 Total =472 64 53 37 41 25 29 Notes: (1) Source: Dip Generation, Institute of Transportation Engineers, 10th Edition, 2017. (2) ITE Land Use No. 565 - Day Care Center - average rates were used because the R2 values are less than 0.75. (3) ITE Land Use No. 534 - Private School (1<-8) '1 95 S 4 4r Approximate Scale Scale; 1'=300 4 9 95 t 19*<f 2 4 ' : SITE t r y ir 4 i t r 4*k· J it./#t Figure 1 €,14 L 1 Vicinity 181 Montessori School (LSC #190860) co-,4.OElr*Art&ZINC Approximate Scale Scale NTS A detailed site plan is being prepared. Figure 2a Site Plan Montessori School (LSC #190860) TRANSPORTATIONCONSULTANTS, INC. MIDTOWN Al, MONTESSORI ACADEMY LEGEND: TRAFFIC CIRCULATION PLAN 0¥Ehiu- JAf&4£6*SE 1 - Infant Drop-off/Pick-Up Route - - 2 - Pre-School Drop-Off/Pick-Up Route I 3 - Elementary Drop-Off/Pick-Up Route I Sheridan Blvd ) L. - 11'Up-\111/ I 1.--Wp .......AloN 2 4 3 D - Ames Street 000 - aav P,££ At Figure 2b Circulation Plan Montessori School (LSC #190860) r --4 EGENE 26 35 1- i J IL- _1_ j & i .JL A -9 ,All_, 1 31 -3 L 15 1 1 8 --L 8 C 14 2 1-411 -1-4 8 2 3 1 *gl.5 -2 L 532 19 33 311143 4 1,577 2 4 - 1-1_ .J &l/ 1 1 Lit 1 - --- -1 ...5 --7771 /*./6 -1- f A 45 F 0 59 £2- --% m. 0-; &1=44.1791: *##il-\4 9 31 0 9 7 f -7 2 15 - 4 1-4 0 5 0 -'-9 -dit==- \/ 46 1 1i P- 54 1- ---12 71 7/ \0 7 7 0 -6- 4 7-1111-, f227%4-3 310 1 T f 5 -*f-24-/- 0 3 18 -1 /1 TF 1 4150 1,635 2 Stop Sign Traffic Signal Speed Limit AM Peak Hour Traffic PM Peak Hour Traffic 1,000 = Average Daily Traffic Figure 3 Existing Traffic, Lane Geometry and Traffic Control Montessori School (LSC #190860) TRANSi'€)RTATIC]NCONSUL TANTS, INC.1416 1,572«Vt\\\\1-8 20 18 11 14 2 6 15 1 8 15 8 56 1 20 2 21 1 2 1 19 0 /1 9 39 li 12 0 0 2 8 2 6 0 9 0 ' 4- 1/ t .JIL .-JIL +' + Y .11- 2 L J L + t A 454 7 r 1 f-\ 3- 1 -1--7 5 713 102 -=&-Ili>9 33 4 14 33 1150 1,585 31 8 7 -iT TI 23 2 4,/ 5 1 L 5 .1 -JIL4 -1 142\V 32 ' 4 --- --.L J 6 111 + *41 1-45 1 -3 f_ 7 F 1 10 A --t- 1 lt'L -1- f - 5 2 6 17 0 4 /1,455 7 1-4 1,620 0 5< 4 -1-0 1 Lt -014 +1401 5 It L 0 T 4 4-7- 112 F 1 Note: Assumes annual growth rate of 0.5 percent on Sheridan 22 7 70 -°- k t'itt-' /«144*2//Boulevard (SH 95) and local roadways based on CDOT data. \* int rz_ -3- f-0 3 1 19 1 ,125 18 4645 --i LEGEND:Figure 4 H = Stop Sign G = Traffic Signal 26 _ AM Peak Hour Traffic 35 PM Peak Hour Traffic 1,000 = Average Daily Traffic Year 2020 Background Traffic, Lane Geometry and Traffic Control Montessori School (LSC #190860) aNSPORTABONI -ONSULTANTS, INC.1,425421--2 1,5807-1 7 6 18.-20 1 1 + + 14 6-3 X1 8 3 -JIL 1 1 9 17 9 f-62 24 1 22 2 23 16 12 q I 15 1 16 1 L 6 10 65 13 1 1 6L 17 r. 4 1-6 J'Ll -2-9 L2 1 7 1 8 20-_ J $ L22 4 16 41 +G+ )50 -7 7 E-261- 1-2- -6 -1 t F14 F, 2 1 4 37 1 270 1,750 34 8 T3- 2 24 6 l +4-4- 1 36 1 -j J7 Cl A\ 1 -27ff--2 1- / 1.--/'./\ 6 2 2 7 19 1 -ltr 3 20 / 1,605 1790 . 98 J 1 l. 4- J -lk J 1-6 l T IT1 \ 24/ Note: Assumes annual growth rate of 0.5 percent on Sheridan i Boulevard (SH 95) and local roadways based on CDOT data. iy 6_ -2 71 \ 21 1 225 1,815 LEGEND:Figure 5 F = Stop Sign G = Traffic Signal 26 AM Peak Hour Traffic = 35 PM Peak Hour Traffic 1,000 = Average Daily Traffic Year 2040 Background Traffic, Lane Geometry and Traffic Control Montessori School (LSC #1 90860) NSPC)RTATIONCONSULTANTS. INC.4-1745 / 1 7 13 4 r .r 1 10%5% % 0/5 O/ /0 5% LEGEND: 5% = Percent Directional Distribution Figure 6 Directional Distribution of Site-Generated Traffic Montessori School (LSC #1 90860) n.02 11 iiCI41122.15% 2 7 3 T 2 7 r 8 f T 4 2 -2 1 1-_L 5 1 7 r 2 6 1 T T i .T n Approximate Scale Scale r= 300 0. 1 W / 10 \ / T X -6- • .- -1, ..11 1 3 rrN,r '2 2 2- -2 71 rMul 7,-''I L. "'1 4 -. 20 & ..1 4, 4 4 T : r L . ' / r 10 < J- 1-j-1 w,u'M :7'L -1 ii·&&1 1 / 1 T 1 1 1--1- j \ T 1-1 17 \ 5 1 T '-EGEND: 10. _ AM Peak Hour Traffic 35 PM Peak Hour Traffic 1,000 = Average Daily Traffic UtrANry.IN 912+ j Figure 7a 1 Assignment of Day Care 2-r Site-Generated Traffic Montessori School (LSC #190860) 1 T 4 \166 79 - f \T T.UZ 7 2 -O Approximate Scalef---1 .*wk /6,2§8· I' 41 r-' y *1 4- 1 , i ':3 i.-4 -. ·-1 :1 1A - f.+",to >C.:L i Ll ) ... .1/ .-1 ./.Co 4 ' ' - 4 i... 1 -t 1, i.. :mia,1, 3.- AL.-1 - *r .4D.,2 i.- j=a -,--2-*4 . J ·'.E 20 €94, A ;C 1 -..2.1 /4 h ':fl : 2:k., . 1,·r -9- ( 3. 1 7 71 - 15 -N¥ m1 . / /2 Tl . ir -,- .1-39·Aily:, ALy /TJ'Ll -1t,pt. f :0 7....O :TI: --4.4 Lu ' I 1 1/+2 L -1 0 Tt-,L 2L 17 Figure 7b 1.Assignment of Elementary AM Peak Hour Traffic 5PM Peak Hour Traffic T School Site-Generated Traffic Average Daily Traffic Montessori School (LSC #190860) mtimyme£.. LEGENC 35111,000 = 0 2 9 J 1 1 T 1 1 T 2 A r T 2 13 JToi 2 1 n 7 -4 1-9.0 L 21 Ty 1 1 Approximate Scale71+Scale: 1 '-3300 1 / 74 r . I / T'0) =f: 0-1 : 9 »4-14 j .1 1%1 1 _ i i L5 25-1- - 4·Li ... i /5..1)·. 9'·<-Iyr.r- g 4, :. ENi -1 T N .. t.1,4 h -i . 20 .1 . J-- -* I -4.- O ' >A -€-' 46 :73 £ r ,.1 1 --1- · I. rf * I 3. f ....-9 t- 19 **\/3\ , T 2 2 C - .·LL:-·31:-wil¢1li.11 IL e i j 4/4 , L' ' ./ c 11 tr13 T 2-1 2137 20 1 «\ 3 T '-EGEND: ZE _ AM Peak Hour Traffic 35 - PM Peak Hour Traffic 1,000 = Average Daily Traffic / 3 T1 1 r- 1 1 TJ'Ll- 8 J L Figure 7c Assignment of Total 1 Site-Generated Traffic4 Montessori School (LSC #190860) 1 31 1 Lbf + 141-4 4 8 16 1 8 A 5 27 67 14251380 13 12 21 \ 2 10 30 41 1.645 N 4 9 U TJ L 30 * F-+ 0 1 4T 2 ntr.. 0 3 6 Tij"Ty P25 4 I +4+ )Approximate ScaleScale t·= 300·li / \ 7- f + .1.0 L 1 * - 14* +1+ * 9 5 itr 4 L+ l/ klF3 -- 4 J1 2 1 15 5 16 1 /1474 9IL ...-4 LIL+ +1-Jditr13 03 LItt< 43 ntr-2- 4 /- 46 T' \40 ••re 2 44 ++1/+ = Stop Sign = Traffic Signal AM Peak Hour Traffic PM Peak Hour Traffic = Average Daily Traffic Figure 8 Year 2020 Total Traffic, Lane Geometry and Traffic Control Montessori School (LSC #190860) CONSUrt*Nt©.2/ LEGEND ;1,000 9 73 -1-7 r-2 2 10 14 18 1 2 T 8 14 a JIL22 11 ill 114 1,750 r 49 / 1 614 1305 1 T 25 44 7 tr 1225 1,815 9 5 Tr -r- 7- 4 Tli 23 f-* 21 Approximate Scgle Scal' 1/=300 8 "' 39 - - 8 -, 35 38 1,m 34 9 -' 14 /L9 3;-2 92. 31*,r :41%/ TE \ / 2 3 J /21/ + T.'ll-1.-+ 1 t 1 7, 6 1 +I+ 12 2 43»0-:6 -- . - f 3.,-4.3 : elf -71-1 1"- 1 1 .. ' 4, A== 111.3.3 2- 143 -- ..U : ' -'r- G 4 - ; T ;--2, bir t' d- / 1%. /' .44.4,r 97, 3 Cl 4 8 Tiy 9. 1L 7 19 ' .Ll 2 T 42 49 4 1 6 3 T T 1 JIll 1 8 10 15 TT TY 7 1 T - 2 LEGEND: Figure 9P = Stop Sign G = Traffic Signal Year 2040 Total Traffic, 26 - AM Peak Hour Traffic -1 9- iT/k 1-35 PM Peak Hour Traffic Lane Geometry and Traffic Control 1,000 = Average Daily Traffic --Montessori School (LSC #190860) N/S STREET: AMES ST. E/W STREET: W. 33RD AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : AMES33RD Site Code : 00000015 Start Date : 7/25/2019 Page No : 1 AMES ST Southbound Groups Printed- VEHICLES W. 33RD AVE AMES ST Westbound Northbound W. 33RD AVE Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 10 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:30 AM 0 1 0 1 0 1 0 0 0 1 0 1 0 2 0 0 7 06:45 AM 2 0 0 0 0 0 1 0 0 1 0 2 0 1 0 0 7 Total 2 1 0 1 0 1 1 0 0 2 0 3 0 3 0 0 14 07:00 AM 3 0 0 0 2 0 0 0 0 2 0 0 0 1 0 0 807:15 AM 2 1 1 0 0 0 1 0 0 2 0 0 0 2 0 0 9 07:30 AM 1 4 0 0 0 3 1 1 2 0 0 1 1 2 0 0 16 07:45 AM 0 1 1 0 0 2 1 0 0 1 2 0 0 2 0 0 10 Total 6 6 2 0 2 5 3 1 2 5 2 1 1 7 0 0 43 08:00 AM 1 1 0 0 1 0 1 Ol 0 3 0 Ol 0 3 0 0 1008:15 AM 0 0 0 1 0 1 1 0| 0 1 2 0| 0 2 0 9 Total 1 1 0ll1120I0 4 2 01 0 5 0 ll 19 1 7 7 21 1 3 1 0 120 000|9 020 0 0 3 0 0| 0 3 0 0| 10 Total 1 1 10 I 151 01042 0 0 3 0 Ol 19 03:00 PM 2 3 2 0 1 2 4 0 0 3 1 0 0 1 0 1 20 03:15 PM 0 2 0 0 1 2 1 0 0 1 1 0 1 2 0 0 11 03:30 PM 2 1 0 0 0 3 1 0 0 6 1 0 0 0 0 0 14 03:45 PM 2 0 0 0 1 3 2 0 0 2 0 0 0 1 1 0 12 Total662031080 0 12 3 0 1 4 1 1 57 04:00 PM 0 1 1 0 1 1 2 0 0 4 1 0 1 1 0 0 13 04:15 PM 1 1 0 0 1 4 2 0 1 3 0 0 1 3 0 0 17 04:30 PM 1 2 0 1 1 2 2 1 0 1 0 1 0 3 0 1 16 04:45 PM 1 4 0 0 1 4 4 0 0 6 0 2 0 0 1 1 24 Total 3811411 10 1 11413271270 05:00 PM 1 5 1 0 1 0 0 2 1 7 0 0 0 6 0 0 24 05:15 PM 3 4 1 0 0 3 1 0 0 3 1 0 0 3 1 1 21 05:30 PM 2 4 0 0 0 3 2 0 0 6 0 0 0 5 0 1 23 05:45 PM 1 5 0 0 1 2 2 1 0 5 2 0 0 0 0 0 19 Total 7 18 2 0 2 8 5 3 1 21 3 0 0 14 1 2 87 Grand Total 26 41 8 3 13 41 30 5 4 62 13 7 4 43 3 6 309 Apprch %33.3 52.6 10.3 3.8 14.6 46.1 33.7 5.6 4.7 72.1 15.1 8.1 7.1 76.8 5.4 10.7 Total %8.4 13.3 2.6 1.0 4.2 13.3 9.7 1.6 1.3 20.1 4.2 2.3 1.3 13.9 1.0 1.9 N/S STREET: AMES ST. E/W STREET: W. 33RD AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : AMES33RD Site Code : 00000015 Start Date : 7/25/2019 Page No : 2 AMES ST W. 33RD AVE AMES ST W. 33RD AVE Southbound Westbound Northbound Eastbound Start Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr I Rig Ped App. Left Thr Rig Ped App. Int.Time u ht s Total u ht s Total ul ht s Total u ht s Total Total Peak Hour From 07:15 AM to 08:00 AM - Peak 1 of 1 Intersecti 07:15 AM on Volume 4720 131541 112621 1119001045 30.53. 15 45.36.18.54. 18.10.90.Percent 0.0 9.1 9.1 9.1 0.0 0.0884 54 252 0 0 07:30 Volume Peak Factor High Int. Volume Peak Factor 1400 50311 52001 31200 3 16 0.703 07:30 AM 07:30 AM 07:30 AM 07:30 AM 1400 50311 52001 312003 0.65 0.55 0.91 0.83 0 0 7 3 AMES ST Out In Total r-ril r-731 Flim 1 21 71 41 01 ht Thru Left Peds 1 4 T t.1.- P6 2 North - 2 4-Jof' 1 p- 201 i ac - 7/25/2019 7:15:00 AM ---1-15 2O-R 7/25/2019 8:00:00 AM r Ill 32-1 :-5 1 mr- VEHICLESA 1 02 1 12 1 - 1&2Ii 4-liE. Left Thru Right Peds I N el N U 1 1 - Fip 1 Out In Total AMES ST N/S STREET: AMES ST. E/W STREET: W. 33RD AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : AMES33RD Site Code : 00000015 Start Date : 7/25/2019 Page No : 2 AMES ST W. 33RD AVE AMES ST W. 33RD AVE Southbound Westbound Northbound Eastbound Start Left Th Rll I Peds 1 tal Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Int. Time u ht s Total u ht s Total u ht s Total Total Peak Hour From 04:15 PM to 05:00 PM - Peak 1 of 1 Intersecti 04:15 PM on Volume 4 12 1 1 18 4 10 8 3 25 2 17 0 3 22 1 12 1 2 16 81 22.66.16.40.32.12.77.13.75.12. Percent 5.6 5.6 9.1 0.0 6.3 6.327 0000 36 05 05:00 Volume Peak Factor High Int. Volume Peak Factor 1510 71002 31700 80600 6 24 0.844 05:00 PM 04:45 PM 04:45 PM 05:00 PM 1510 71440 90602806006 0.64 0.69 0.68 0.66 3 4 8 7 AMES ST Out In Total 267-PilE--44 1 1I ll 12I 4I 1| ht Thru Left Peds 1 4 ME'51 9; LI m 9 -El T t.* m._ 8m North -2 +- oil!- 7/25/2019 4:15:00 PM --145 i7/25/2019 5:00:00 PM r Eh rs 1- VEHICLES CN 0 - ng' 1 - 14- a, W +11[+ Left Thru Right Peds I 2 I 17 I Ol 3I 1-1,1 rim I Out In AMES ST Total N/S STREET: AMES ST. E/W STREET: W. 35TH AVES CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : AMES35TH Site Code : 00000025 Start Date : 7/30/2019 Page No : 1 AMES ST Southbound Groups Printed- VEHICLES W. 35TH AVE AMES ST Westbound Northbound W. 35TH AVE Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I 1.0 1.0 06:30 AM 0 0 1 0 0 3 1 1 0 1 0 0 0 2 0 1 10 06:45 AM 0 0 1 0 1 1 1 2 1 1 0 0 0 7 0 3 18 Total 0 0 2 0 1 4 2 3 1 2 0 0 0 9 0 4 28 07:00 AM 2 0 0 0 0 0 0 1 3 1 0 0 0 16 2 0 25 07:15 AM 2 0 0 1 0 2 0 0 0 1 1 0 0 5 1 2 15 07:30 AM 0 3 0 4 1 6 0 3 1 2 4 1 1 5 1 2 34 07:45 AM 0 3 1 0 0 3 1 0 0 5 1 1 0 15 2 1 33 Total46151111449621416 5 107 08:00 AM 1 1 1 Ol 0 4 0 ll 0 3 1 21060 3 2308:15 AM 0 0 2 0I061 2 I 0 1 3 1 1 6 2 2 27 Total 1 1 3010 10 1 31 0 4 4 3 I 1 12 2 5 I 50 02:30 PM 3 4 1 2 0 14 1 Ol 1 2 1 2 1 5 0 0| 37 02:45 PM 0 2 0 1|084 3| 2 5 1 0 0 8 1 ll 36 Total 3 6 1 3 0 22 5 33 7 2 2 I 1 13 1 ll 73 03:00 PM 0 1 3 0 1 12 0 0 1 2 1 1 0 8 0 0 30 03:15 PM 2 2 1 0 0 10 0 2 1 6 2 0 1 14 1 2 44 03:30 PM 0 1 1 0 1 9 1 3 3 0 1 0 0 6 0 1 27 03:45 PM 0 4 0 1 1 6 1 1 0 2 1 2 0 10 1 2 32 Total285133726510531382 5 133 04:00 PM 0 2 2 0 2 10 1 1 4 2 2 0 0 9 1 1 37 04:15 PM 2 0 0 0 016040220180035 04:30 PM 1 1 1 0 0 12 1 144301171249 04:45 PM 2 4 3 2 2 10 1 6 0 4 5 0 1 11 2 2 55 Total 5 762448 3 12 8 12 12 0 3 45 4 5 176 05:00 PM 1 2 3 0 0 18 1 0 0 4 4 0 2 9 2 0 46 05:15 PM 2 1 1 0 1 17 0 3 1 1 1 1 0 6 0 2 37 05:30 PM 2 2 2 1 0 14 2 6 1 2 2 0 3 10 2 2 51 05:45 PM 2 0 3 0 0 13 6 234202101149 Total 7 5 9 1 1 62 9 11 5 11 9 1 7 35 5 5 183 Grand Total 22 33 27 12 10 194 23 42 26 55 38 11 14 193 20 30 750 Apprch % 23.4 35.1 28.7 12.8 3.7 72.1 8.6 15.6 20.0 42.3 29.2 8.5 5.4 75.1 7.8 11.7 Total %2.9 4.4 3.6 1.6 1.3 25.9 3.1 5.6 3.5 7.3 5.1 1.5 1.9 25.7 2.7 4.0 N/S STREET: AMES ST. E/V\/ STREET: W. 35TH AVES CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : AMES35TH Site Code : 00000025 Start Date : 7/30/2019 Page No : 2 AMES ST W. 35TH AVE AMES ST W. 35TH AVE Southbound Westbound Northbound Eastbound Start Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr I Rig Ped App. Left Thr Rig Ped App. IntTimeu ht s Total u ht s Total ul ht s Total u ht s Total Total Peak Hour From 07:15 AM to 08:00 AM - Peak 1 of 1 Intersecti 07:15 AM on Volume3725171151421111742313148 44 105 17.41.11.29. 71 19.47.30.17.70.18.Percent 4.8 4.8 4.3 2.3 9.16284 4 0 844 5 2 07:30 Volume Peak Factor High Int. Volume Peak Factor 0304 7160310124181512 9 34 0.772 07:30 AM 07:30 AM 07:30 AM 07:45 AM 0304 71603101241 8 0 15 2 1 18 0.60 0.52 0.71 0.61 7 5 9 1 AMES ST Out In Total 137 17-561 1 1 21 71 31 5| ht Tu L,4 Peds 214 -- V I E / 1- ..1-1 -Al 1 00 . T u - El¤-- ].]5£ North -l=11 . C . -1 A E7/30/2019 7:15:00 AM -1.01=, 07/30/2019 8:00:00 AM 111 j ; VEHICLES _ -Flg 1 - Imli +Ill-+ Left Thru Right Peds I ll 1ll 7I 4] 1 1 Eli 1 231 1-351 Out In Total AMES ST N/S STREET: AMES ST. E/W STREET: W. 35TH AVES CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : AMES35TH Site Code : 00000025 Start Date : 7/30/2019 Page No : 2 AMES ST W. 35TH AVE AMES ST W. 35TH AVE Southbound Westbound Northbound Eastbound Start Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr 1 Rig Ped App. Left Thr 1 Rig Ped App. IntTimeu ht s Total u ht s Total ul m s Total u I ht s Total Total Peak Hour From 04:15 PM to 05:00 PM - Peak 1 of 1 Intersecti 04:15 PM on Volume 677 2 22 2 56 3117241414032 5 45 5 4 59 185 27.31.31.77.15.12.43.43.76. Percent 9.1 2.8 4.2 0.0 8.5 8.5 6.8388 8 3 588 3 04:45 Volume Peak Factor High Int. Volume Peak Factor 243211 2 10 1 6 1904509 1 11 2 2 16 55 0.841 04:45 PM 04:15 PM 04:30 PM 04:30 PM 243211 0 16 0 4 20 4 4 3 0 11 1 17 1 2 21 0.50 0.90 0.72 0.70 0 0 7 2 AMES ST Out In Total E--ail E-431 1 71 71 61 21 Rioht Thru Left Peds 4 :8- -19 -in A I .E +ILL North u - n Z W L K 7/30/2019 4:15:00 PM 7/30/2019 5:00:00 PM .E N -1815 m VEHICLES n2-_ 92 +-lie Left Thru Right Peds I *I 14 I 14I Ol r-iII r-41 I Out In AMES ST Total N/S STREET: BENTON ST. E/W STREET: W. 33RD AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : BENT33RD Site Code : 00000011 Start Date : 7/25/2019 Page No : 1 BENTON ST Southbound Groups Printed- VEHICLES W. 33RD AVE BENTON ST Westbound Northbound W. 33RD AVE Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:30 AM 1 0 0 1 0 1 0 0 0 2 0 0 0 1 0 0 606:45 AM 0 2 0 0 0 0 0 0 0 2 0 0 0 1 0 0 5Total 1 2 0 1 0 1 0 0 0 4 0 0 0 2 0 0 11 07:00 AM 1 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 07:15 AM 0 1 0 0 0 0 0 0 2 1 0 0 0 1 0 0 07:30 AM 0 1 0 0 1 2 1 0 0 2 0 0 0 3 1 007:45 AM 2 2 0 0 0 3 1 0 1 0 0 0 0 1 0 0Total 3 6 0 0 1 5 2 0 3 4 0 0 0 5 1 0 08:00 AM 3 0 0 0| 0 1 0 0 0 0 1 01 0 0 0 Ol08:15 AM 0 2 0 0| 0 1 0 0 1 1 0 0 0 2 0 0 7 5 Total 3 2 0 01 0 2 0 Ol 1 1 1 Ol 0 2 0 Ol 12 02:30 PM 0 0 0 01002 04001 1 0 01 1 0 01 8 02:45 PM 2 2 1 Ol 1 3 0 0 1 1 1 Ol 14 Total 2 2 1 ol 1 3 2 0 1 5 0 0 2 2 1 Ol 22 03:00 PM 0 1 0 0 1 2 2 0 0 2 0 0 0 1 0 0 903:15 PM 1 1 1 0 0 1 1 0 0 0 1 0 1 0 0 0 7 03:30 PM 0 3 3 0 0 2 1 0 0 2 0 0 0 0 0 0 11 03:45 PM 0 0 0 0 0 3 0 0 0 2 0 0 1 1 0 0 7 Total 1 5 4 0 1 8 4 0 0 6 1 0 2 2 0 0 34 04:00 PM 0 5 1 0 0 2 0 0 0 1 0 0 2 2 1 0 14 04:15 PM 1 4 1 0 0 5 0 0 0 3 1 0 0 2 1 0 18 04:30 PM 0 4 0 0 0 0 2 0 0 5 0 0 2 4 1 0 18 04:45 PM 0 4 0 0 0 4 0 0 0 4 0 0 1 1 2 0 16 Total 1 17 2 0 0 11 2 0 0 13 1 0 5 9 5 0 66 05:00 PM 0 2 1 0 1 0 0 0 0 6 0 0 2 5 1 0 1805:15 PM 2 3 0 0 0 2 2 0 0 7 1 0 1 0 0 0 1805:30 PM 3 4 0 0 0 1 2 0 1 4 0 0 0 3 0 0 18 05:45 PM 0 1 0 0 0 1 1 0 1 2 0 0 0 0 0 0 6 Total 5 10 1 0 1 4 5 0 2 19 1 0 3 8 1 0 60 Grand Total 16 44 8 1 4 34 15 0 7 52 4 0 12 30 8 0| 235 Apprch %23.2 63.8 11.6 1.4 7.5 64.2 28.3 0.0 11.1 82.5 6.3 0.0 24.0 60.0 16.0 0.0 Total %6.8 18.7 3.4 0.4 1.7 14.5 6.4 0.0 3.0 22.1 1.7 0.0 5.1 12.8 3.4 0.0 N/S STREET: BENTON ST. E/W STREET: W. 33RD AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : BENT33RD Site Code : 00000011 Start Date : 7/25/2019 Page No : 2 BENTON ST W. 33RD AVE BENTON ST W. 33RD AVE Southbound Westbound Northbound Eastbound Start Thr I Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig 1 Ped App. Int.Left ITimeu I ht s Total u ht s Total u I ht s Total u ht I s Total Total Peak Hour From 07:15 AM to 08:00 AM - Peak 1 of 1 Intersecti 07:15 AM on Volume 540091620 93310 70510631 55.44.11.66.22.42.42.14.83.16.Percent 0.0 0.0 0.0 0.0 0.0 0.064 172 993 3 7 07:30 Volume Peak Factor High Int. Volume Peak Factor 0100 11210 40200 20310 4 11 0.705 07:45 AM 07:30 AM 07:15 AM 07:30 AM 2200 41210 42100 303104 0.56 0.56 0.58 0.37 3 3 3 5 BENTON ST Out In Total 1 1 01 41 51 01 ht Thru Left Peds 1 4 W 10 * 181 0 -61 1 B -131 21 1 0 -11 2 E if-1 T 12 -no Nonh M 121£ I -1 . . =2 0 1-1- M 7/25/2019 7:15:00 AM 7/25/2019 8:00:00 AM : VEHICLES _-n' a>R - 162|B 4111+ Left Thru Right Peds I 3I 3l ll Ol 1 1 r--71 Fiii Out In Total BENTON ST N/S STREET: BENTON ST. E/W STREET: W. 33RD AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER COLORADO 303-333-7409 File Name : BENT33RD Site Code : 00000011 Start Date : 7/25/2019 Page No : 2 BENTON ST W. 33RD AVE BENTON ST W. 33RD AVE Southbound Westbound Northbound Eastbound Start Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr I Rig Ped App. Left Thr 1 Rig Ped App. Int.Time u ht s Total u ht s Total ul m s Total ul ht s Total Total Peak Hour From 04:15 PM to 05:00 PM - Peak 1 of 1 Intersecti 04:15 PM on Volume 1 14 2 0 17 1 9 2 0 12 0 18 1 0 19 5 12 5 0 22 70 82.11.75.16.94.22.54. 22.Percent 5.9 0.0 8.3 0.0 0.0 5.3 0.0 0.08 0 7 7 7 5 7 05:00 Volume Peak Factor High Int. Volume Peak Factor 021031000 10600 62510 8 18 0.972 04:15 PM 04:15 PM 05:00 PM 05:00 PM 141060500 50600 625108 0.70 0.60 0.79 0.68 8 0 2 8 BENTON ST Out In Total EJ 1 1 I 2I 14l ll Ol ht Thru Left Peds 1 4 161% MEN M LI- m R -El 7%-3 T t.2z E- 62:cv North. 2 4--#c - 7/25/2019 4:15:00 PM to -7/25/2019 5:00:00 PM r O2-1 51 - 2 - VEHICLES r 00 -0 - |2 U 1 - le|i 0 +Tr· Left Thru Right Peds I Ol 18I ll Ol 1 1 r-I I 19I r--351 Out In Total BENTON ST N/S STREET: BENTON ST. E/W STREET: W 35TH AVE. CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : BENT35TH Site Code : 00000015 Start Date : 7/30/2019 Page No : 1 BENTON ST. Southbound Groups Printed- VEHICLES W. 35TH AVE.BENTON ST. Westbound Northbound W. 35TH AVE. Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:30 AM 0 0 1 0 0 5 0 0 0 2 0 0 0 2 0 0 06:45 AM 1 2 0 0 0 1 1 0 0 2 0 0 1 6 0 0 Total 1 2 1 0 0 6 1 0 0 4 0 0 1 8 0 0 Total 07:00 AM 1 2 1 0 0 3 0 0 0 4 0 0 0 17 1 007:15 AM 0 3 0 0 0 2 0 0 0 2 1 0 0 6 0 007:30 AM 1 0 0 0 0 7 0 1 1 1 0 0 0 4 0 307:45 AM 2 2 0 0 0 5 1 0 4 3 0 0 0 17 1 0 Total4710017115101 004423 08:00 AM 0 3 2 0 0 5 1 2 0 0 0 Ol 1 5 0 208:15 AM 0 0 0 0 0 8 0 2 0 0 0 0| 0 10 0 1 Total 0 3 2 01 0 13 1 41000 Ol 1 15 0 3I 02:30 PM 0 2 1 0 2 10 2 Ol 0 0 0 1 0 6 0 002:45 PM 2 1 0 0 0 11 13I01210801 Total 2 3 1 Ol 2 21 3 3I 0 1 2 2I 0 14 0 ll 03:00 PM 0 2 1 0 0 13 2 0 1 1 0 0 0 6 1 0 03:15 PM 2 2 3 1 0 11 0 2 2 1 0 1 0 14 0 303:30 PM 2 4 0 1 0 9 2 2 1 6 0 0 0 4 1 103:45 PM 1 2 1 0 0 5 1 1 1 5 0 0 0 10 1 1 Total 51052038555130103435 04:00 PM 1 5 3 0 1 9 4 1 2 2 1 0 1 9 1 1 04:15 PM 2 1 0 0 0 15 1 4 0 3 1 0 0 6 2 0 04:30 PM 0 6 4 0 1 15 1 0 0 3 0 0 1 20 2 2 04:45 PM 0 3 1 0 1 14 0 8 2 5 3 0 0 10 3 4 Total 31580353 6 13 4 13 5 0 2 45 8 7 05:00 PM 3 4 0 0 2 15 3 0 0 4 1 0 0 9 0 1 05:15 PM 0 2 4 0 1 14 2 4 1 4 1 0 0 5 2 1 05:30 PM 2 5 0 0 0 14 3 4 0 3 0 0 0 13 2 1 05:45 PM 4 6 0 0 3 16 2 2 0 0 0 0 2 9 0 0 Total 91740659101011120 23643 Grand Total 24 57 22 2 I 11 207 27 36 15 52 10 3 6 196 17 22 Apprch %22.9 54.3 21.0 1.9 3.9 73.7 9.6 12.8 18.8 65.0 12.5 3.8 2.5 81.3 7.1 9.1 Total %3.4 8.1 3.1 0.3 1.6 29.3 3.8 5.1 2.1 7.4 1.4 0.4 0.8 27.7 2.4 3.1 N/S STREET: BENTON ST. Em STREET: W 35TH AVE. CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : BENT35TH Site Code : 00000015 Start Date : 7/30/2019 Page No : 2 BENTON ST.W. 35TH AVE.BENTON ST.W. 35TH AVE. Southbound Westbound Northbound Eastbound Start Left ,Thr Rig Ped App. Left Thr Rig Ped App. Left Thr 1 Rig Ped App. Int.Thr I Rig Ped App. Left s Total u ht s TotalTimeu I ht s Total u ht ul ht s Total Total Peak Hour From 07:15 AM to 08:00 AM - Peak 1 of 1 Intersecti 07:15 AM on Volume3820130192 324561012132153988 23.61. 15 79 12.41.50. 82 12.Percent 0.0 0.0 8.3 8.3 0.0 2.6 2.6154 2 5 70 1 8 07:45 Volume Peak Factor High Int. Volume Peak Factor 2200 40510 6 4 3 0 0 7 0 17 1 0 18 35 0.629 08:00 AM 07:30 AM 07:45 AM 07:45 AM 0320 50701 8 4 3 0 0 7 0 17 1 0 18 0.65 0.75 0.42 0.54 0 0 9 2 BEN1 ON ST. Out In Total C= 1 21 81 31 01 ht 1hru Left Peds 1 4 0 --1.-f THU t.-i- 1>5 NorthM 0 -1+-3 - nCl e _- 7/30/2019 7:15:00 AM --1NpL W-7/30/2019 8:00:00 AM 4-% 2 lEi 211 E 0 VEHICLES ES' % g R - ImliiCJ +Ill-+ Left Thru Right PedsI 5| 6I ll Ol 1 1 r--51 Flim U Out In Total BENTON ST. N/S STREET: BENTON ST. E/W STREET: W 35TH AVE. CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : BENT35TH Site Code : 00000015 Start Date : 7/30/2019 Page No : 2 BENTON ST.W. 35TH AVE.BENTON ST.W. 35TH AVE. Southbound Westbound Northbound Eastbound Start Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr 1 Rig Ped App. Left Thr 1 Rig Ped App. IntTimeu ht s Total u ht s Total ul m s Total u I ht s Total Total Peak Hour From 04:15 PM to 05:00 PM - Peak 1 of 1 Intersecti 04:15 PM on Volume 5145024459 5128021550221457760186 20.58. 20 73.15.68.22.75.11.11. Percent 0.0 5.0 6.3 9.1 0.0 1.7838 8 0 27 077 04:30 Volume Peak Factor High Int. Volume Peak Factor 064010 1 15 1 0 1703003 1 20 2 2 25 55 0.845 04:30 PM 04:45 PM 04:45 PM 04:30 PM 064010 1 14 0 8 23253 0 10 1 20 2 2 25 0.60 0.87 0.55 0.60 0 0 0 0 BENTON ST. Out In Total -211 r--24--45 1 1 5I 14I 5 I 0| ht Thru Left Peds 1 4 31%1 -- C j t.-4 - [220 3 T 2 - North , - 4.- U - E - 2-1 7/30/2019 4:15:00 PM I -1 15: 7/30/2019 5:00:00 PM ,ir. ·2 512rVEHICLES c_.- 19191 0 W 5 +111+ Left Thru Right Peds 21 151 51 Ol 1 1 E751 1 221 Elyl Out In Total BENTON ST. N/S STREET: SHERIDAN BLVD E/W STREET: W. 33RD AVE. CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : SHER33RD Site Code : 00000011 Start Date : 7/30/2019 Page No : 1 SHERIDAN BLVD Southbound Groups Printed- VEHICLES W 33RD AVE SHERIDAN BLVD Westbound Northbound W 33RD AVE Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int. Total Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:30 AM 1 259 4 0 0 0 0 0 1 252 0 0 1 0 5 0 523 06:45 AM 1 317 3 0 0 0 0 0 0 275 0 0 3 0 4 0 603 Total 2576700000152700409 0 1126 07:00 AM 0321300010128100102 0 610 07:15 AM 1366400000226700204 0 646 07:30 AM 035620000023111020 7 0 681 07:45 AM 2 411 1 0 0 0 1 0 1 288 1 0 1 0 7 0 713 Total 3 1454 10 0 0 0 2 0 6 1147 2 0 6 0 20 0 2650 08:00 AM 2 313 1 Ol 0 0 2 0 0 284 0 01 3 0 4 01 609 08:15 AM 2 334 2 Ol 1 0 1 0 3 276 2 Ol 1 0 7 0| 629 Total 4 647 3 Ol 1 0 3 01 3 560 2 01 4 0 11 0 I 1238 02:30 PM 0 291 0 0 0 1 2 0 0 353 3 01002 0 652 02:45 PM 4 282 3 021307 324 0 01 0 0 2 0 628 Total 4 573 3 01 2 2 5 01 7 677 301004 0 I 1280 03:00 PM 0365300000234700103 0 721 03:15 PM 0 302 2 0 0 0 2 0 6 403 0 0 1 0 5 0 721 03:30 PM 2344300010438220202 0 742 03:45 PM 3 393 0 0 0 0 4 0 4 414 1 0 0 0 4 0 823 Total 5 1404 8 0 0 0 7 016 1546 304 0 14 0 3007 04:00 PM 3 363 1 0 0 0 3 0 3 376 1 0 0 0 6 0 756 04:15 PM 4 416 1 0 1 0 0 0 2 411 2 0 1 0 5 0 843 04:30 PM 1408101010740400000 0 823 04:45 PM 1371402040840100007 0 798 Total 9 1558 7 0 4 0 8 0 20 1592 3 0 1 0 18 0 3220 05:00 PM 1 417 1 0 0 0 0 0 2 419 0 0 0 0 12 0 852 05:15 PM 4 360 100 0303 396 100 0 10 0 778 05:30 PM 33802000004403101 0 10 0 804 05:45 PM 2 433 2 0 0 0 2 0 8 375 4 0 1 0 3 0 830 Total 10 1590 60005 0 17 1593 6 0 2 0 35 0 3264 Grand Total 37 7802 44 01 7 2 30 0 1 70 7642 19 0 21 0 111 0 15785 Apprch %0.5 99.0 0.6 0.0 17.9 5.1 76.9 0.0 0.9 98.8 0.2 0.0 15.9 0.0 84.1 0.0 Total %0.2 49.4 0.3 0.0 0.0 0.0 0.2 0.0 0.4 48.4 0.1 0.0 0.1 0.0 0.7 0.0 N/S STREET: SHERIDAN BLVD E/W STREET: W. 33RD AVE. CITY: WHEATR1DGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : SHER33RD Site Code : 00000011 Start Date : 7/30/2019 Page No : 2 SHERIDAN BLVD W 33RD AVE SHERIDAN BLVD W 33RD AVE Southbound Westbound Northbound Eastbound Start Left Thrl Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Int.Time u I ht s Total u ht s Total u ht s Total u ht s Total Total Peak Hour From 07:15 AM to 08:00 AM - Peak 1 of 1 Intersecti 07:15 AM on Volume 5 144 6 8 0 1459 0 0 3 0 3 5 115 0 2 0 1157 8 0 22 0 30 2649 Percent 0.3 99. 1 0.5 0.0 0.0 0.0 100 .0 0.0 0.4 99. 4 0.2 0.0 26. 7 0.0 73. 3 0.0 07:45 Volume Peak Factor High Int. Volume Peak Factor 2 411 1 0 414 0 0 1 0 1 1 288 1 0 290 1 0 7 0 8 713 0.929 07:45 AM 08:00 AM 07:30 AM 07:30 AM 2 411 1 0 414 0 0 2 0 2 2 311 1 0 314 2 0 7 0 9 0.88 0.37 0.92 0.83 1 5 1 3 SHERIDAN BLVD Out In Total rrim-1 ri¥91 ENEI 1 1 I Bl 1446I 51 01 ht Thru Left Peds 1 4 T 1 0.Nonh 462- BE 4- Cl.,r. _El _ f.-1 21 1 0. 7/30/2019 7:15:00 AM 7/30/2019 8:00:00 AM VEHICLES 4-9 9 -415 O m WCJ 0 +11[+ Left Thru Right Peds | 5 I 1150 I 2 I Ol 1 1 r-iI I 1157I I--EBI Out In Total SHERIDAN BLVD N/S STREET: SHERIDAN BLVD E/W STREET: W. 33RD AVE. CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : SHER33RD Site Code : 00000011 Start Date : 7/30/2019 Page No : 2 SHERIDAN BLVD W 33RD AVE SHERIDAN BLVD W 33RD AVE Southbound Westbound Northbound Eastbound fit Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr I Rig Ped App. Left Thr Rig 1 Ped App. Int.u nt s Total u ht s Total ul ht s Total u ht | s Total Total Peak Hour From 04:15 PM to 05:30 PM - Peak 1 of 1 Intersecti 04:15 PM on Volume 7 161 2 70 1626 4050919 163 5 2 0 1656 1 0 24 0 25 3316 Percent 0.4 99. 1 0.4 0.0 44. 4 0.0 55. 6 0.0 1.1 98. 7 0.1 0.0 4.0 0.0 96. 0 0.0 05:00 Volume Peak Factor High Int. Volume Peak Factor 1 417 1 0 419 0 0 0 0 0 2 419 0 0 421 0 0 12 0 12 852 0.973 04:15 PM 04:45 PM 05:00 PM 05:00 PM 4 416 1 0 421 2 0 4 0 6 2 419 0 0 421 0 0 12 0 12 0.96 0.37 0.98 0.52 6 5 3 1 SHERIDAN BLVD Out In Total 1--TUil ET651133571 1 1 7 I 1612I 71 01 Riaht Thru Left Peds E@ 14 North t-2 - 02 2 7/30/2019 4:15:00 PM5 U *E 7/30/2019 5:00:00 PM ri All O E VEHICLES -0 r·-1 - r R - 1211 0 4111+ Left Thru Right PedsI 19 I 1635 I 2 I Ol 1 1 -1=61 ribBI r32§61 Out In Total SHERIDAN BLVD N/S STREET: SHERIDAN BLVD EAN STREET: W. 35TH AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : SHER35TH Site Code : 00000008 Start Date : 7/30/2019 Page No : 1 SHERIDAN BLVD Southbound Groups Printed- VEHICLES W. 35TH AVE SHERIDAN BLVD Westbound Northbound W. 35TH AVE Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 06:30 AM 1 260 0 020115247100021 06:45 AM 0 314 1 1 2 0 1 2 1 277 0 0 2 2 5 4 Total 1 574 1 140236524102275 Int. Total 521 612 1133 07:00 AM 1 309 0 1 2 0 4 1 0 280 3 0 0 4 13 0 618 07:15 AM 2 358 1061100 268 10137 2 651 07:30 AM 3 343 4 1 11 3 3 2 1 308 4 0 2 2 4 3 694 07:45 AM 4 404 1 0 3 0 4 0 2 285 3 0 4 1 7 2 720 Total 10 1414 6 2 22 4 12 3 3 1141 11 0 7 10 31 7 2683 08:00 AM 3 311 0 01 3 4 2 4 2 282 50I122 41 625 08:15 AM 3 327 1 01 4 3 3 2 5 269 4 0| 3 1 7 1 | 633 Total 6 638 1 01 7 7 5 6I 7 551 9 Ol 4 3 9 5I 1258 02:30 PM 5 282 4 Ol 4 4 3 1 9 241 5 Ol 4 1 5 0 568 02:45 PM 5 281 7 1| 2 0 1 6 5 317 5 0| 3 3 6 1 643 Total 10 563 11 1 I 6 4 4 7I 14558 10 Ol 7 4 11 1 I 1211 03:00 PM 2 363 204 270833550711 0 737 03:15 PM 1 289 5 2 6 3 1 1 4 398 4 1 3 7 9 4 738 03:30 PM 2 338 3 5902293733 1 2 5 2 1 757 03:45 PM 2 386 2 1 7 5 6 1 1 413 4 1 2 7 3 3 844 Total 7 1376 12 8 26 10 16 4 22 1519 16 3 14 20 15 8 3076 04:00 PM 4 363 3 13623637120371 3 778 04:15 PM 3 407 1 1 12 5 4 51239730552 0 862 04:30 PM 7 395 2 17320839160398 4 846 04:45 PM 2 361 12 1 9 5 3 3 2 393 10 0 8 7 6 3 825 Total 16 1526 18 4 31 19 11 11 28 1552 21 0 19 28 17 10 3311 05:00 PM 8 409 3 05500113961204151860 05:15 PM 435320626 51637760226 2 789 05:30 PM 8 367 10738 110 387 731 7 10 6 826 05:45 PM 10 425 2 1 6 3 0 1 10 259 9 0 1 6 6 0 739 Total 30 1554 8 1 24 13 14 7 47 1419 34 3 8 16 27 9 3214 Grand Total 80 7645 57 17 120 57 64 41 127 7264 102 6 61 83 117 45 15886 Apprch %1.0 98.0 0.7 0.2 42.6 20.2 22.7 14.5 1.7 96.9 1.4 0.1 19.9 27.1 38.2 14.7 Total %0.5 48.1 0.4 0.1 0.8 0.4 0.4 0.3 0.8 45.7 0.6 0.0 0.4 0.5 0.7 0.3 N/S STREET: SHERIDAN BLVD E/W STREET: W. 35TH AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : SHER35TH Site Code : 00000008 Start Date : 7/30/2019 Page No : 2 SHERIDAN BLVD W. 35TH AVE SHERIDAN BLVD Southbound Westbound Nonhbound Start Left Thr I Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. LeftTimeu I ht s Total u ht s Total u ht s Total Peak Hour From 07:15 AM to 08:00 AM - Peak 1 of 1 Intersecti 07:15 AM on W. 35TH AVE Eastbound Thr Rig Ped App. Int.u ht s Total Total Volume 12 141 6 6 1 1435 23 8 10 6 47 5 114 3 13 0 1161 8 8 20 11 47 2690 Percent 0.8 98. 7 0.4 0.1 48.17.21.12. 9038 0.4 98. 4 1.1 0.0 17.17.42.23. 0064 07:45 Volume Peak Factor High Int. Volume Peak Factor 4 404 1 0 409 3040 72 285 3 0 290 4 1 7 2 14 720 0.934 07:45 AM 07:30 AM 07:30 AM 07:45 AM 4 404 1 0409113321913084 0 313 4 1 7 2 14 0.87 0.61 0.92 0.83 7 8 7 9 SHERIDAN BLVD Out In Total rriErl r-i=11--Eigl 1 1 I 6I 1416I 12l ll ht Thru Left Peds 1 4 1· t.&! - 1-1MU -0 1 i IMFJ 00 North 8"--i . [-1 i 7/30/2019 7:15:00 AM --1.15 -1 U g E 7/30/2019 8:00:00 AM Fi N M i VEHICLES X r-L r ju -=1 i . - Al +111+ Left Thru Right Peds I 5 I 1143 I 13 I Ol 1 1 -145Ul I 11611 I--2626 Out In Total SHERIDAN BLVD N/S STREET: SHERIDAN BLVD EAN STREET: W. 35TH AVE CITY: WHEATRIDGE COUNTY: JEFFERSON COUNTER MEASURES INC. 1889 YORK STREET DENVER.COLORADO 303-333-7409 File Name : SHER35TH Site Code : 00000008 Start Date : 7/30/2019 Page No : 2 SHERIDAN BLVD W. 35TH AVE SHERIDAN BLVD W. 35TH AVE Southbound Westbound Nonhbound Eastbound Start Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Left Thr Rig Ped App. Int.Time I u ht s Total u ht s Total ul m s Total u ht s Total Total Peak Hour From 02:30 PM to 05:45 PM - Peak 1 of 1 Intersecti 04:15 PM on Volume 20 157 2 18 3 1613 3318986833 157 7 31 0 1641 20 22 21 8 71 3393 Percent 1.2 97. 5 1.1 0.2 48.26.13.11. 5528 2.0 96. 1 1.9 0.0 28.31.29.11. 2063 04:15 Volume Peak Factor High Int. Volume Peak Factor 3 407 1 1 412 12 5 4 5 26 12 397 3 0 412 5 5 2 0 12 862 0.984 05:00 PM 04:15 PM 05:00 PM 04:30 PM 8 409 3 0 420 12 5 4 5 26 11 396 12 0 419 3 9 8 4 24 0.96 0.65 0.97 0.74 0 4 9 0 SHERIDAN BLVD Out In Total 16661 1-16151 riifil 1 1 I 18 I 1572I 201 3| ht Thru Left Peds 1 4 2191 ZED:101 2 %-9 t.2 -noT North 4_51- EJ : 2 6; t - 7/30/2019 4:15:00 PM AE 7/30/2019 5:00:00 PM2-1 4--= 81- VEHICLES . 00 0 1319 0 a)1 - I/li 00 4-liE. Left Thru Right PedsI 33I 15nl 31 I Ol 1 1 rigigl ril-i r55671 Out In Total SHERIDAN BLVD LEVEL OF SERVICE DEFINITIONS From Highway Capacity Manual,Transportation Research Board, 2016, 6th Edition SIGNALIZED INTERSECTION LEVEL OF SERVICE (LOS) Averaae Vehicle Delav LOS sec/vehicle Operational Characteristics A <10 seconds Describes operations with low control delay, up to 10 sec/veh. This LOS occurs when progression is extremely favorable and most vehicles arrive during the green phase. Many vehicles do not stop at all. Short cycle lengths may tend to contribute to low delay values. B 10 to 20 seconds Describes operations with control delay greater than 10 seconds and up to 20 sec/veh. This level generally occurs with good progression, short cycle lengths, or both. More vehicles stop than with LOS A, causing higher levels of delay. C 20 to 35 seconds Describes operations with control delay greater than 20 and up to 35 sec/veh. These higher delays may result from only fair progression, longer cycle length, or both. Individual cycle failures may begin to appear at this level. Cycle failure occurs when a given green phase does not serve queued vehicles, and overflows occur. The number of vehicles stopping is significant at this level, though many still pass through the intersection without stopping. D 35 to 55 seconds Describes operations with control delay greater than 35 and up to 55 sec/veh. At LOS D, the influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable progression, long cycle lengths, and high Wc ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. E 55 to 80 seconds Describes operations with control delay greater than 55 and up to 80 sec/veh. These high delay values generally indicate poor progression, long cycle lengths, and high v/c ratios. Individual cycle failures are frequent. F >80 seconds Describes operations with control delay in excess of 80 sec/veh. This level, considered unacceptable to most drivers, often occurs with over-saturation, that is, when arrival flow rates exceed the capacity of lane groups. It may also occur at high v/c ratios with many individual cycle failures. Poor progression and long cycle lengths may also contribute significantly to high delay levels. LEVEL OF SERVICE DEFINITIONS From Highway Capacity Manual,Transportation Research Board, 2016, 6th Edition UNSIGNALIZED INTERSECTION LEVEL OF SERVICE (LOS) Applicable to Two-Way Stop Control, All-Way Stop Control, and Roundabouts Average Vehicle Control LOS Delay Operational Characteristics A <10 seconds Normally, vehicles on the stop-controlled approach onlv have to wait up to 10 seconds before being able to clear the intersection. Left-turning vehicles on the uncontrolled street do not have to wait to make their turn. B 10 to 15 seconds Vehicles on the stop-controlled approach will experience delays before being able to clear the intersection. The delay could be up to 15 seconds. Left-turning vehicles on the uncontrolled street may have to wait to make their turn. C 15 to 25 seconds Vehicles on the stop-controlled approach can expect delays in the range of 15 to 25 seconds before clearing the intersection. Motorists may begin to take chances due to the long delays, thereby posing a safety risk to through traffic. Left-turning vehicles on the uncontrolled street will now be required to wait to make their turn causing a queue to be created in the turn lane. D 25 to 35 seconds This is the point at which a traffic signal mav be warranted for this intersection. The delays for the stop-controlled intersection are not considered to be excessive. The length of the queue may begin to block other public and private access points. E 35 to 50 seconds The delays for all critical traffic movements are considered to be unacceptable. The length of the queues for the stop-controlled approaches as well as the left-turn movements are extremely long. There is a hiah probability that this intersection will meet traffic signal warrants. The ability to install a traffic signal is affected by the location of other existing traffic signals. Consideration may be given to restricting the accesses by eliminating the left-turn move- ments from and to the stop-controlled approach. F >50 seconds The delay for the critical traffic movements are probably in excess of 100 seconds. The length of the queues are extremely long. Motorists are selecting alternative routes due to the long delays. The onlv remedy for these long delays is installing a traffic signal or restricting the accesses. The potential for accidents at this inter- section are extremely high due to motorist taking more risky chances. If the median permits, motorists begin making two-stage left-turns. HCM 6th TWSC Existing 1: Benton Street & W. 35th Avenue AM Peak Intersection M, Int Delay, s/veh 3 Movement 'llllp=EBL- EBT EBR-WBL WBT WBR-NBL NBT NBR-SBL" 507-*BR "IIIIIIIIIIIIIII Lane Configurations + 4 4 + Traffic Vol, veh/h ** 1 32 1 0 19 2 5 6 4:· 1 ·44 3 8 2 1 Future Vol, veh/h 1 32 1 0 19 2 5 6 1 3 8 2 Conflicting Peds, #/hr 0 0 0 0 04.0 0 0 0 0 if 0 0 1......... Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None aw/adul None ,None la.ra- None f Storage Length - - - - - - - - - - - - Veh in Median Storage, # -0 tf - dill"p. 0 4 - fill'llif 0 *· 2'lli -0 4.................. Grade, %-0--0--0--0- Peak Hour Factor 63 63 63 63 63 63 63 63 63 63 63 63 ' Heavy Vehicles, %222222222222 Mvmt Flow 2 51 2 0 30 3 8 10 2 5 13 3 Major/Minor IVIajor2 1 Minorl 1,Vp= Minor2 -""Il"""9I*"'mi"M Conflicting Flow All 33 0 0 53 0 0 96 89 52 94 89 32 I Stage 1 - -s - 56 56 -*32.32 4, 1 Stage 2 - - - - - - 40 33 - 62 57 - Critical Hdwy 6 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 i Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 1 * - - -6.12 5.52 -6.12 5.52 1 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1579 11#'lk - 1553 * r':: - 887.*; 801 1016 889 801 1042 Stage 1 - - - - - -956 848 -984 868 - F Stage 2 - - - - - -975 868 *» 949 847 1 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1579 - -1553 - -873 800 1016 879 800 1042 1 Mov Cap-2 Maneuver - - - - - -873 800 -879 800 - L. Stage 1 i *- - - - - -955 9 847 -983 868 4.944 Stage 2 - - - - - -958 868 -936 846 - %.6.76&/i.,IMI""IM//"MI/#tn# HCM Control Delay, s 0.2 a.0 *,-' ·'AIL. 9.4 -., . 9.4 0,,. ,i,..,..,.. .,a.„../ HCM LOS A A minor Larie/Majo™vmt'"N#Lif-E-817EMT- rEBR-WBE-WBT' 'WBR'SBLnl -""I Capacity (veh/h) ..dia 844 1579 4.- diA 1553 .,.,,riaw„ - 848.ji-·- ......·.· .- , ........ ,,,e.Ii,i HCM Lane V/C Ratio 0.023 0.001 - - - - -0.024 HCM Control Delay (s) 9.4 7.3 0 - 0 - -9.4 HCM Lane LOS AAA-A--A HCM 95th %tile Q(veh)11O.1 0 -2 0..¥.1 -0.1 9 Synchro 10 Report KMK HCM 6th TWSC Existing 2: Ames Street & W. 35th Avenue AM Peak Intersection '"" Int Delay, s/veh 3.6 191ovement U.'-1 EBL EBT EBIE'WBL WBT ' WBM-RIBL- NBT - - NBR - SBL '581-SBR-'" Lane Configurations + 4 + 4 Traffic Vol, veh/h 1 31 4 1 15 1 411 11 7 3 7 2 allhllilllllk, ziwi Future Vol, veh/h 1 31 4 1 15 1 1 11 7372 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 *0 0 0:. Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized % - ->*-- None ia,r -None - -None i-.4 - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - 4 - 0 - - 0 - -0 ./...... Grade, %-0--0--0--0- Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 wj Heavy Vehicles, %222222222222 Mvmt Flow 1 40 5 1 19 1 1 14 9 4 9 3 , Major/Minor IMHWMajorl '"imim":imi'w Major2 11'*"imiIm'< Minorl -""mll#'IFFim"- Minor2 1"""""*'"m"''""9 Conflicting Flow All 20 0 0 45 0 0 73 67 43 78 69 20 1 Stage 1 -45 45 ·,a™1/ 22 22 / - - ...Ail Stage 2 - - - - - - 28 22 - 56 47 Critical Hdwy ?* 4.12 - -4.12 -o, 7.12 6.52 6.22 7.12 6.52 6.22 i Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 -§1 - - - - - -6.12 5.52 4- - 6.12 5.52 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1596 1563 ru.r. - 918 824 1027 +911 822 1058 / Stage 1 - - - - - -969 857 -996 877 - Stage 2 fl - 19 - -4 - - -989 877 -956 856 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1596 - -1563 - -907 822 1027 890 820 1058 Mov Cap-2 Maneuver - - - - - -907 822 -890 820 - I Stage 1 - 1 - - -'-* -968 856 ft - 995 876 % - " Stage 2 - - - - - -975 876 -931 855 - HCM Control Delay, s 0.2 0.4 9.2 ,w„ 9.2 ·=LI-'.Ag HCM LOS A A MindEGRal*BAWHr-"NOGT-EME"EBT" EBR'WBE- W07-WBIENERT-' Capacity (veh/h) 892 1596 - -1563 - -870 HCM Lane V/C Ratio 0.028 0.001 - -0.001 - -0.018 HCM Control Delay (s) 9.2 : 7.3 0 -7.3 0 .- 9.2 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 1 0.1 0 * -- 0.1 · Synchro 10 Report KMK Timings Existing 3: Sheridan Boulevard & W. 35th Avenue AM Peak t 64 Lane GroupEBL ¥ EBT¥' WBE': WBT INBL-NBT SBE¥ SBT 111 . .,,, . Lane Configurations + 4 1, 41.9 +1* Traffic Volume (vph) 1 8 * 8 23 10 8 5 1143 12 1416 Future Volume (vph) 8 8 23 8 5 1143 12 1416 Turn Type -Perm NA Perm NA Perm NA Perm NA , Protected Phases 4 8 2 6 Permitted Phases I 4 8 2 1%: 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase ' ;im Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 + 23.0 23.0 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (96) " 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72,2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) " 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 '91 5.0 '> 5.0 5.0 ' 5.0 ' 5.0 2 Lead/Lag ---- /ME.N.ImeLead-Lag Optimize? 1111 Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s) '1 7.5 7.6 78.7 78.7 78.7 78.7 3 Actuated g/C Ratio 0.08 0.08 0.87 0.87 0.87 0.87 v/c Ratio 0.26 1 0.34 0.02 0.40 0.04 - 0.4911 Control Delay 26.5 37.7 2.4 2.6 2.5 3.1 Queue Delay 2 0.0 .,L 0.0 0.0 0.0 0.0 - 0.0 2 Total Delay 26.5 37.7 2.4 2.6 2.5 3.1 LOS C - D 'LA A A .2 A . Approach Delay 26.5 37.7 2.6 3.1 Approach LOS. .: C i, D A 'A ' L "*FWN'42\#49·V«rv':·»ff :1 -, P:.U .41111Intersection Summary' Cycle Length: 90 ./. I.-I'-I)//./.21.-4 ' d./.*.1/Wk.-1.-.1-AS:i....an.+ 4.u=/1,40:U :r,---Juj,D.#IL.J , ·.„, ..- ra4"u:82/A6aA:"_ . .·2' Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green : Natural Cycle: 60Control Type: Actuated-Coordinated 2 Maximum v/c Ratio: 0.49 Intersection Signal Delay: 3.8 Intersection LOS: A 1 Intersection Capacity Utilization 52.7%ICU Level of Service A Analysis Period (min) 15 ·- Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue - 02 (R)-)04 655 ,·2 .1 1 1 . 1 4 3.,74#4 121 06 (R) 08 65s 1 256 1 1 Synchro 10 Report KMK HCM 6th TWSC Existing 4: Benton Street & W. 33rd Avenue AM Peak Intersection .."H.. ,/.„:„....../. ·'... ·.'1/0 "Il'*·! '1 -:..,.........1, 3 '1'11...',V.u• I,I+Ir. . - - Int Delay, siveh 4.8 Movement-BL EBT EBR-WBL WBT WBR-NAL' NBT - NBIE -581.- SBT--5014-TIMMIIWIIlM.1 Lane Configurations + 4 + 4 Traffic Vol, veh/h . 0 5 1 1 6 2 3 3 1 5 4 0 *•.- ..• Future Vol, veh/h 051162331540 Conflicting Peds, #/hr 0 0 0 000000000- Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized : - None a - 4,6 - None - -None ....None ,1111111111111111111 Storage Length .I - I - - I - I - Veh in Median Storage, # 0 2 - 1 0 -49.·- 0.-4'.4..Ii"I." 0-*- 3 Grade, %-0--0--0--0- Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71 Heavy Vehicles, %222222222222 Mvmt Flow ..0 7 1 1 8 3 4 4 1 7 6 0 .4,i.-= Major/Minor Majorl "1IM#F*'m'm'"- Major2 "Minorl""inor2 1M Conflicting Flow All 11 0 0 8 0 0 23 21 8 22 20 10 1 Stage 1 *I - - - - - -8 '80: 8 12 12 0 - di Stage 2 - - - - - - 15 13 - 10 8 - Critical Hdwy 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - - - - - -6.12 5.52 *t 6.12 5.52 e --a Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 4 -*· - 1612 - -989 873 1074 990 874 1071 Stage 1 - - - - - -1013 889 -1009 886 - /1*· Stage 2 /Il - - - - - -1005 885 4 - 1011 889 - i Platoon blocked, % - - - - Mov Cap-1 Maneuver 1608 - -1612 jity-:. - 983 872 1074 4 984 873 1071 Mov Cap-2 Maneuver - - - - - -983 872 -984 873 - k Stage 1 , -- 1013 889 1 1009 885 4 - k Stage 2 ------998 884 -1005 889 - **pprdath Y#.dq HCM Control Delay, s 0 -A 0.8 8.9 HCM LOS A A v inor Lane/vajor Mvi?ir==" NBLAT'-EBL- EST- * lESR-WBC °WBT "WBR SBE-Ef Vlllliillil Capacity (veh/h) n„„I,6 943 1608 - -1612 - -931 HCM Lane WC Ratio 0.01 - - -0.001 - -0.014 HCM Control Delay (s) 8.9 0 0 - * - 7.2 0 -8.9 HCM Lane LOS AA--AA-A HCM 95th %tile Q(veh) 0 0 - - 0 '*19.'Ih 0 : Synchro 10 Report KMK HCM 6th TWSC Existing 5: Ames Street & W. 33rd Avenue AM Peak Intersection "' Int Delay, s/veh 5.1 Movement*-BIT EBT EBR-WBE WBT WBR-NBL-'NBT --NBir--500- -SBY-9R-1.. Lane Configurations + 4 + 4 Traffic Vol, veh/h 19015426 2'47 Future Vol, veh/h 190154262472 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 40 0 1 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None 8 - -None -4k None Il*li. - None Storage Length . -I - I - i - - I - I Veh in Median Storage, # -· 0 - - 0 - 4 - 0 Grade, %-0--0--0--0- Peak Hour Factor *70 70 70 70 70.70 70 70 70 70 70 70 Heavy Vehicles, %222222222222 Mvmt Flow 1 13 0 1763936103 -Ill-b.-al..0.. Major/Minoi Majorl Major2 ' Minorl'"Minorl Conflicting Flow All 13 0 0 13 0 0 34 30 13 33 27 10 k Stage 1 *aullIM't Al· - ui00 - w - -15 15 *I* 12 12 11M11111111111111111111 Stage 2 - - - - - - 19 15 - 21 15 - Critical Hdwy 4 4.12 . -4.12 18,- -7.12 6.52 6.22 7.12 6.52 6.22 ' Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 -* - 6.12 5.52 6 6.12 5.52 '·° - Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1606 -1 1606 -ik; 973 863 1067 . 974 866 1071 .di Stage 1 - - - - - -1005 883 -1009 886 - I Stage 2 -1000 883 .998 883 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1606 -9 - 1606 * - - 960 861 1067 962 864 1071 Mov Cap-2 Maneuver - - - - - -960 861 -962 864 - L - Stage 1 *I=/ --9. - - - -1004' 882 2 1008 885 * - 1 Stage 2 - - - - -985 882 -985 882 -Kb-broaER;'HCM Control Delay, s 0.7 0.7 j. 9 ...2 J.ah„.# HCM LOS A A VI inor Lane/Major Mviit-*--NBLAY-EML " EBT"0FBR-WBIL WBT'WBR 50[iif" Capacity (veh/h) ,1,&@ 915 1606 - -1606 - 16 - 920 --......u.'./.*. ....&""&/* -6,,0,/Al HCM Lane V/C Ratio 0.016 0.001 - -0.001 - -0.02 HCM Control Delay (s) 9 7.2 0 -*/ 7.2 € 0 -9 - HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh)00--0- -0.1 Synchro 10 Report KMK HCM 6th TWSC Existing 6: Sheridan Boulevard & W. 33rd Avenue AM Peak Intersection ' Int Delay, s/veh 0.4 Movement"IllIlp-FBO EBT EBR-WBL WBT WBFENBL NBT NBfr' SBL SBT*'SBR " Lane Configurations 44 44 vi +9 +$• Traffic Vol, veh/h 8 0 22 0 0 3 5 1150 2 4% 5 1446 10 8 Aillbw/Illil:*I Future Vol, veh/h 8 0 22 0 0 3 5 1150 2 5 1446 8 Conflicting Peds, #/hr 0 0 0 0 0 0 00*00 0 0 .----- Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized ,: - None - -None *.,64"- None -ze.,r,di - None .. Storage Length - - - - - - O - - O - - Veh in Median Storage, # - 0 .,0 - v - 0 4 - n Grade, %-0--0--0--0- Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 fl Heavy Vehicles, %222222222222 Mvmt Flow 1 9 024003 5 1237 2 5 1555 9 i. Major/Minor IlMino,Illl/ Minorl 1""1"Illim"" Majorl "'Major2'"PlllllllllmllllII,Illl,IlllI Conflicting Flow All 2199 2819 782 2036 2822 620 1564 0 0 1239 0 0 **Stage 1 ''11 1570 1570 i ;*I» 1248 1248 :· ---l©* -4...F/- 2.................. Stage 2 629 1249 -788 1574 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - -4.14 Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 4 - 6.54 5.54 *- *- - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - Pot Cap-1 Maneuver *762 -*. *11 *482 *116 ***11 431 *722 * - '1558 3 Stage 1 *455 *399 -*183 *243 ------- k.. Stage 2 7 *437 *243 " - *455 *399 Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver *61 *11 *482 *109 *11 431 *722 - -558 Mov Cap-2 Maneuver *61 *11 -*109 *11 ------- £ Stage 1 *452 *395 -*182 *241 - - - . .9.79 Stage 2 *431 *241 -*429 *395 ------- *bilillnk- . A||4#acli™'HCM Control Delay, s 31.1 _„. 13.4 -0 Atia- - 0 '6 ....&*J... ....-I'-i#Il HCM LOS D B & itior Lane/Majoi Mvinf- -NB17K1e1'NeR EBLIifWBCAT"5C Capacity (veh/h) g.,* ,*722 .... - 170 431 558 HCM Lane V/C Ratio 0.007 - -0.19 0.007 0.01 HCM Control Delay (s) .. 10 8 -- - 31.1 13.4 11.5 HCM Lane LOS B--DBB . , eumHCM 95th %tile Q(vell) 0.1 - 4 - 0.7 0 0 lr5BR- ,.'/i.'. ''.' 1 ./.i- "&.4. T I ..2#6* F Notes -: Volume exceeds capacity $:Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon <*1 Synchro 10 Report KMK HCM 6th TWSC Existing 1: Benton Street & W. 35th Avenue PM Peak Intersection ............ Int Delay, s/veh 2.9 Movemieni"'mil.mlll.ll'Eal 'reaT EBr'WAI.--WaT 'WBR-Aler-ligr'RIBR' -SBc ser-SBR:' Lane Configurations 4 + 4 + Traffic Vol, veh/h 4*1 1 45 7 4 59 5 2 15 5 5 14 5 9--:.w'--- .4, 66.*...i, Future Vol, veh/h 1 45 7 4 59 5 2 15 5 5 14 5 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized {16 - -None f None 4- Nonedl -None 2 Storage Length --I - I - I - I - - - Veh in Median Storage, # - 0 - - 0 - -vt 0.- -9' 0- r Grade, %-0--0--0--0- Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, %222222222222 Mvmt Flow d 1 53 8 5 69 6 2 18 6 6 16 6 Major/Minor 'ajorl"Major2 '9 Minorl " Minor2'. Conflicting Flow All 75 0 0 61 0 0 152 144 57 153 145 72 14, Stage 1 , - 1 - 59 59 * - 82 82 ·. . Stage 2 - - - - - - 93 85 - 71 63 - Critical Hdwy 4.12 '*f 2 4.12 - **7.12 6.52 6.22 7.12 6.52 6.22 1 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - 5 -f- J*. 6.12 5.52 * 6.12 5.52 * - : Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1527 4. - -1542 -4 823 752 1009 822 751 998 Stage 1 - - - - - -953 846 -932 830 - Stage 2 V - *'E- r - - . -920 827 -939 842 4///////////////// Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1527 - -1542 - -802 749 1009 800 748 998 ; Mov Cap-2 Maneuver - - - - - -802 749 -800 748 - Stage 1 *7'- O - - -952 845 * - 931 828 4. - 4 Stage 2 - - - - - -894 825 -913 841 - *bprgET-.., EB' SB-'" HCM Control Delay, s 0.1 e 0.4 9.6 .i.,, 9.7 „i. =-92. ' LW- :.....:...e@2. .*i Lt'....A HCM LOS A A Th hoME@UNZFEWiM-TBOiT"mr-EBI-'EBir'WBL 'WBrWBISBL,ir"f.IBJIIBB'='- »4.'- Capacity (veh/h) ,« =„„6. 801 1527 -m,a - 1542 61,...3 801 __ - HCM Lane V/C Ratio 0.032 0.001 - -0.003 - -0.035 HCM Control Delay (s) 9.6 7.4 0 - 7.3 01.1 9,7 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 2 0.ff¥ 0 - - 0 - -0.111 Synchro 10 Report KMK HCM 6th TWSC Existing 2: Ames Street & W. 35th Avenue PM Peak Intersection ""MPIIlmAIM Int Delay, s/veh 3.2 MovementBL"EBT EBR'19012- WBT' WBR-NBE NBT -NBR"-580 - SB'f'laR--9 Lane Configurations + 4 4 + Traffic Vol, veh/h * 5 45 5 2 56 3 4 14 14 6 7 7 4.WA//6::: 11 Future Vol, veh/h 5 45 5 2 56 3 4 14 14 6 7 7 Conflicting Peds, #/hr 0 0 0 0 0 0 000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized .*b - ·, - None - -* - None ·4* - None allb. - None :f>' Storage Length .I - I - I - I - - Veh in Median Storage, # -;* 0 -.Aillir o 'll'll'llill'll:' O* - 1 Grade, %0--0--0--0- Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, %222222222222 Mvmt Flow a 6 54 6 2 67 4 5 17 17 7 8 8 4 Major/Minor ,r Majorl "Major2 YmNIIAIIRmF Minorl 'IZIPBIFMinor2-1'MmIIMIMImmiIIli Conflicting Flow All 71 0 0 60 0 0 150 144 57 159 145 69 Stage 1 AND - % - / -* - - -69 69 73 73 -..........1 Stage 2 - - - - - - 81 75 - 86 72 Critical Hdwy 4.12 - 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - - .2 / - 6.12 5.52 *- 6.12 5.52 "'- 2 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1533 . -15421 NI*67 825 752 1009 814 751 1002 Stage 1 . - - - - -941 837 -943 837 - Stage 2 111 - - - - - -934 835 M - 922 835 * - Platoon blocked, % 1 - - - - 1 1 111 Mov Cap-1 Maneuver 1533 - -1544 - -809 748 1009 784 747 1002 - Mov Cap-2 Maneuver - - - - - -809 748 -784 747 - UE Stage 1 ti- ff: - - - .f# - - -937 834 -939 836 - 4 Stage 2 - - - - - -916 834 -885 832 - 42-. 56: --Al .$ HCM Control Delay, s 0.7 0.2 9.4 9.4 ,li *../.* :./& HCM LOS A A .0 .Cl =...%,"auk . I- Iv#i67'[6iiW*F*i€flillnf-£817"EBT-EBR998[71981" WBR 50[RT'MIIIIIIII,Illllllllllllpvq Capacity (veh/h) 32,,. 853 1533 - -1544 833 HCM Lane V/C Ratio 0.045 0.004 - -0.002 - -0.029 HCM Control Delay (s) 9.4 7.4 0 -7.3 ' 0 -9.4 HCM Lane LOS AAA -AA -A 4HCM 95th %tile Q(veh) 1 0.1 0 - - 0 - -0.1 Synchro 10 Report KMK Timings Existing 3: Sheridan Boulevard & W. 35th Avenue PM Peak t\·1 Lane Group EBL ¥ EBT¥ WBLI. WBT NBL ¥ NBT¥"SBE-7 SBT ' Lane Configurations 4 + Vi +1•9 +ID Traffic Volume (vph) 20 22 / 33 18 33 1577 0 20 1572 4 Future Volume (vph) 20 22 33 18 33 1577 20 1572 Turn Type Penn NA Penn NA Penn NA Penn NA Protected Phases 4 8 2 6Permitted Phases : 4 8 0 2 / 6 1 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase 3,i Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 4 23.0 23.0 4 23.0 * 23.0 * 23.0 23.0 + Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (%) ' 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% Yellow Time (s) 3.5 3.5 3.5 3,5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) ,L 5.0 1'1 5.0 5.0 5.0 5.0 5.0 Lead/Lag .,e,-pr#¥fFM- 3,Lead-Lag Optimize? f - Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s) 1 8.6 8.6 74.5 74.5 74.5 74.5 Actuated g/C Ratio 0.10 0.10 0.83 0.83 0.83 0.83 v/c Ratio ,0.36 0.39 0.17 0.56 0.10 0.55 Control Delay 33.0 39.9 5.0 4.4 4.0 4.4 Queue Delay J.,dj 0.0 "- 0.0 0.0 0.0 -0.0 0.0 2 Total Delay 33.0 39.9 5.0 4.4 4.0 4.4 LOS D f AJ A¥ A 12 A 6 Approach Delay 33.0 39.9 4.4 4.4 Approach LOS 1 c , D . A 1 A ..1 Intersection Summa Cycle Length: 90 ,;i- Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green ,_:. Natural Cycle: 60Control Type: Actuated-Coordinated -Ilill-.id-..I Maximum v/c Ratio: 0.56 Intersection Signal Delay: 5.5 Intersection LOS: A ' Intersection Capacity Utilization 58.6%ICU Level of Service B Analysis Period (min) 15 T.li . Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue 02 (R) 65s - 1 U.. ' 11111!2(16fil-;.. V 0602) -64 214.1.-2..u/-4*li 1 25 s 1 1 08 I I 2/WE-1, 'f't- -- L . 11. 1 1 Synchro 10 Report KMK HCM 6th TWSC Existing 4: Benton Street & W. 33rd Avenue PM Peak Intersection. Int Delay, s/veh 5.4 Movement 1'EBL EBT EBR-WBO WBT WBR-NBL NBT - NBR"SBL " SBilBR'ml Lane Configurations + 44 + 4 Traffic Vol, veh/h 5 12 5 1 9 2 0 18 1 1 14 2 -I-. Future Vol, veh/h 5 12 5 1 9 2 0 18 1 1 14 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 40 0 ....Ill Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized % - None - * -None lihi-.Ab- None * - -None Storage Length Veh in Median Storage, # - 0 - a - 0 0 -1 -0 -:4 Grade, %-0--0--0--0- Peak Hour Factor A 97 97 97 97 97 97 97 97 97 97 97 97 ' Heavy Vehicles, %222222222222 Mvmt Flow 5 12 5 1 9 2 0 19 1 1 14 2 16:'t..r., Major/Minor ' Majorl Conflicting Flow All 11 / Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap-1 Maneuver 1608 Stage 1 1* Stage 2 ·.3*' - Platoon blocked, % 0 0 - Major2 '"" Minorl " Minor2'09 17 0 0 45 38 15 47 39 10 ' 25 25 10* 12 (412 i - - - 20 13 - 35 27 - 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 ' - 6.12 5.52 -6.12 5.52 - - - 6.12 5.52 ,6.12 5.52 .zil*Tis .. 2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 1600 f;* - 957 , 854 1065:4 954 853 1071{ - - - 993 874 -1009 886 - - - - 999 885 -981 873 *- t Mov Cap-1 Maneuver 1608 -940 851 1065 934 850 1071*- 1600 Mov Cap-2 Maneuver - - - - - -940 851 -934 850 - 6- Stage 1 .-----990 871 -1006 885 6.- Stage 2 . - - - - -980 884 -956 870 - 93 9.2 .1HCM Control Delay, s 1.6 0.6i.1.1 ,/2* ./...€.. lei -- =& .41/ HCM LOS A A Minor Lane/Major Mvnit '- NBLnf ' EBL EBT EM"WBI- WBT h WBIS#Gl'™''ImliImIlllill Capacity (veh/h) . :860 1608 zvaw# 1600 - .- - 876 -1 HCM Lane V/C Ratio 0.023 0.003 - -0.001 - -0.02 HCM Control Delay (s) 1 9.3 7.2 0 -7.3 0 h 9.2 HCM Lane LOS AAA-AA .A HCM 95th %tile Q(veh) 1 0.1 "0 - - 0 - -0.1 i' Synchro 10 Report KMK HCM 6th TWSC Existing 5: Ames Street & W. 33rd Avenue PM Peak IntersectionIT- 1 .te' 101... .Mt.e!eat*M,r299,0e8,?m,Me,7, 21,11 1lJ; ..C33:JI.,7 . ......'<774R...17'. Int Delay, s/veh 5.1 Movement"Illilm"'-EBC'< EBT EBR-WBE' WBT WBR-- NBL NBT NBR- SBL - SBT-'58R 1,1 Lane Configurations 4 + 4 + Traffic Vol, veh/h 4*99* 1 12 1 4 10 8 2 17 0 4 12 1 1 Future Vol, veh/h 1 12 1 4 10 8 2 17 0 4 12 1 Conflicting Peds, #/hr 0 0 0 0 40 000000 0 -lill Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized ' -ty#'- None . - -None *i.,1 None j# - None< Storage Length . -I - i - - I - I - - Veh in Median Storage, # *E='9 0 «39W -0 937'21'llf . 0 - Grade, % 0 - 0 - - 0 - - 0 - Peak Hour Factor * 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, %222222222222 Mvmt Flow 1 14 1 5 12 10 2 20 0 5 14 Major/MinoM|Majorl' Major2 1 Minorl Minor2 -9"Illl"9 Conflicting Flow All 22 0 0 15 0 0 52 49 15 54 44 17I Stage 1 -17 , 17 Ilt. 27 *27 4. Stage 2 - - - - - - 35 32 27 17 Critical Hdwy '- 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 e ·. - - .*L . -6.12 5.52 -6.12 5.52 ·*.. - ' Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1593 . - .0-li 1603 * -947 843 1065 944 * 848 1062 Stage 1 - - - - - -1002 881 -990 873 - - 981 868 -990 881 1,1- 1F Stage 2 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1593 - -1603 ·* - 931 840 1065 924 845 1062 /Il Mov Cap-2 Maneuver - - - - - -931 840 -924 845 6. Stage 1 - - - - - -1001 880 1436 989 870 .- e ----_- - 9 6- - -880 - *pproach™''-WM-'"* HCM Control Delay, s 0.5 1.3 - ,4 9.4 1 All*9.2 ,,r.,4,-*..:: -'-. HCM LOS A A Minor Lane/Major Mvnit-"NBLnt'-™EBO-EBT --EBR'WBC WBT WBRSBEhf"" Capacity (veh/h)849 1593 - -1603 HCM Lane V/C Ratio 0.027 0.001 - -0.003 - -0.023 HCM Control Delay (s) 9.4 7.3 0 -7.3 0 -9.2 ' HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh)1 0.1 0 - - 0 - -0.1 4 Synchro 10 Report KMK HCM 6th TWSC Existing 6: Sheridan Boulevard & W. 33rd Avenue PM Peak Intersection'. Int Delay, s/veh 0.7 1#bvemenr'lll.llf'UBL EBT EBR"NBL -WBT WBR-NBL - NBT NBR' SBC" '-181-50-R r..' Lane Configurations 4 + 'i +14 9 +h Traffic Vol, veh/h w 1 0 24 4 0 5 19 1635 2 7 1612 Future Vol, veh/h 1 0 24 4 0 5 19 1635 2 7 1612 7 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 0 .u Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized yi. - -None - -None - -None - -None j Storage Length - - - - - - 0 - - 0 - - Veh in Median Storage, # * O au - - 0 - - 0 -I 0 AL - Ill'll'll'll Grade, %-0.-0--0--0- Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 9, Heavy Vehicles, %222222222222 Mvmt Flow ., 1 0 25 4 0 5 20 1686 2 7 1662 7 dibee:*22... Major/Minor '-Minor2 WMinorl "Ill.MIHMPMajorl VM#V Major2' Conflicting Flow All 2563 3408 835 2572 3410 844 1669 0 0 1688 0 0 I. Stage 1 , 1680 1680 -1727 1727 - - - - - -. 4- Stage 2 883 1728 -845 1683 - - - - - - - Critical Hdwy "" 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - -4.14 - a. 0 Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 1 6.54 5.54 - - -6 - - - -I Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver , *18 -* *1 *413 *17 *, *1 307 j.*618 -:- 375 * Jy Stage 1 *389 *341 -*92 *142 ------- P· Stage 2 14 *307 *142 .*389 *341 - - -'- Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver *17 *1 *413 *15 *1 307 *618 - * -375 - Mov Cap-2 Maneuver *17 *1 -*15 *1---- ./4 y, Stage 1 2 *377 *335 I *89 *137 -I Stage 2 *292 *137 -*359 *335 - - - - - - . *bpfoath' EB'I.IlllIP'-'Ph NB- SB ' ' -- "IMIMMIHImll HCM Control Delay, s 24.1 0.1 HCM LOS C F .DEI*RWEREmE'BT-NBR EBLIiWBL¢iT-SBIT SBT SBR- " - +161.0 17#-4.-M'',----. Capacity (veh/h) , *_„, * 618 - -214 , 32 375 -s - HCM Lane V/C Ratio 0.032 - -0.12 0.29 0.019 - - HCM Control Delay (s )11 - 24.1 158.2 14.8 - *·, HCM Lane LOS 8--CFB-- ...1- ,>0-/./.-.-/----.-//....===HCM 95th %tile Q(veh) . 0.1 * - adl - 0.4 0.9 0.1 -: Volume exceeds capacity $:Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ,___ ;, Synchro 10 Report KMK HCM 6th TWSC 1: Benton Street & W. 35th Avenue 2020 Background AM Peak Intersection .mimm""me*MImimlem'v04mvim"YfFMvpmmiH<IiII**wmilllIMINI,9Imi Int Delay, s/veh 3 Movernent "mmlImIlp'EBL EBT EBR-WBL WBT WBR"NBL--NB¥ " NBR --- -50-l- 507-50*-*0-1'! Lane Configurations + 4 + 4 Traffic Vol, veh/h I 1 32 1 0 19 2 5 6 1 J? 8 Future Vol, veh/h 1 32 1 0 19 2 5 6 1 3 8 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 3 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -2 - None ,*. - None J - -None *.- -None f Storage Length .i - I - - I I - - - I Veh in Median Storage, # - 1 0 p. - 11» 0 4 - , -0 ..W - 0 Grade, %-0--0--0--0- Peak Hour Factor 63 63 63 63 63 63 63 63 63 63 63 63 : Heavy Vehicles, %222222222222 Mvmt Flow , 2 51 2 0 30 3 8 10 2 5 13 3 · Major/Minor -t.' Majorl '""""'Fr ---C.'Minoti r"Mm#I.IM Minor2'-Im"'IM"w""Ili'""I"-Major2 -"-'='- Conflicting Flow All 33 0 0 53 0 0 96 89 52 94 89 32 * Stage 1 j - :* - - - - - 56 56 - 32 32 - ••-•---••-•----••• Stage 2 - - - - - - 40 33 - 62 57 - Critical Hdwy '4.12 -4 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 -, - . -I -6.12 5.52 -6.12 5.52 0- 3 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver'%1579 8 -0 1553 4 -,- 887 801 1016 889 801 1042 Stage 1 - - - - - -956 848 -984 868 - P Stage 2 --9.- - - -975 868 -949 847 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1579 - -1553 - -873 800 1016 879 800 1042 Mov Cap-2 Maneuver - - - - - -873 800 -879 800 - L Stage 1 ... - - - - - -955 847 0; - 983 868 i' Stage 2 - - - - - -958 868 -936 846 - *FproEF'-I---MSB HCM Control Delay, s 0.2 0 _ - 9.4 HCM LOS A A Minor Lanetva of &9Rtr'" 48[Kf-EB[ - EBT- EBR 1VBL'r"WT-WBR SBLriT" ' ' ' J . . t € . . M Capacity (veh/h) . ,:,„,#a,+...=:, 844 1579 - -1553 - - .848 : at. - j HCM Lane V/C Ratio 0.023 0.001 - - - - -0.024 HCM Control Delay (sj 1 9.4 4 7.3 0 22.9 0 ="EtriagG.- - 9.4 HCM Lane LOS AAA-A--A HCM 95th %tile Q(veh) *: 0.1 f 0 - - 0 -1 0,1 l Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2020 Background AM Peak Intersection ' Int Delay, s/veh 3.6 Movement"' EBT EBR'WBL WBT WBR-NBL NMT NBR-SBL - SBT'-581€' Lane Configurations + 4 4 + Traffic Vol, veh/h 1 31 4 1 15 1 1117372 -*lk. ,-A Future Vol, veh/h 1 31 4 1 15 1 1 11 7372 Conflicting Peds, #/hr 00003000000 0* 0 ......... Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None.i - None 4 - -None ·, - None Storage Length . - -0 - I - I - I - I n0'Veh in Median Storage, # 99 0 --1. 0 Grade, % 0 - 0 - - 0 - - 0 - Peak Hour Factor 77 77 77 77 77 77 77 77 77 77 77 77 ..u Heavy Vehicles, %222222222222 Mvmt Flow .d 1 40 5 1 19 1 1 14 9 *4 9 3 Major/Minoi Majorl -ajor2 "MMinorl '2Minor2 =MipmmvImm:=v=mwep,,,p9 Conflicting Flow All 20 0 0 45 0 0 73 67 43 78 69 20 p- Stagel j - », - 4Fa 2, *Ii; 45 45; 22 22 dillilililllil-alllilllStage 2 - - - - - - 28 22 - 56 47 - Critical Hdwy 4.12 - -4.12 - *-7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 1*+ - - -6.12 5.52 idh 6.12 5.52 :407 - - Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1596 -9 1563 -9 -4 918 824 1027*911 822 1058 ....,2 Stage 1 - - - - - -969 857 -996 877 - I Stage2 - -989 877 0 956 856 /- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1596 - -1563 - -907 822 1027 890 820 1058 0 Mov Cap-2 Maneuver - - - - - -907 822 -890 820 - £ Stage 1 ,dillf - 0 - - * - *-968 856 0- 995 876 {0? - i Stage 2 - - - - - -975 876 -931 855 - DAbpr"6*R'9/1......89........Wog"Il"m"/Fwi<emigili/FY*/VI'.Il....I HCM Control Delay, s *.0.2 .i-u -,Aw- 0.4 ,„,a 9.2 , 9.2 .i -*.26- $..._ .......· I. HCM LOS A A Minor Lane/Ma or Mvnif'-r NBLnl -BBL EBr"EBR-»WBI. W0T WBR55061"'; Capacity (veh/h) 6 892 1596 .,... 1563 4. L.,-4-wh.., 870... HCM Lane V/C Ratio 0.028 0.001 - -0.001 - -0.018 HCM Control Delay (sF 9.2 7.3 0 -7.3 0 7 - 9.2 I HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 0.1 -0 - - 0.1 1 Synchro 10 Report KMK Timings 2020 Background 3: Sheridan Boulevard & W. 35th Avenue AM Peak t\·,1, Lane GroupEBLIEBT¥ WBI-' WBT *NBL¥NBT*f SBLI SBT i""pm'v"Im1'*'4'Ff Lane Configurations 4 + vi *01+9 +t• Traffic Volume (vph) 8 * 8 *21 23 I 5 * 1150 12 1425 Future Volume (vph) 8 8 23 8 5 1150 12 1425 Turn Type , Perm NA Perm NA Perm + NA Perm NA , Protected Phases 4 8 2 6 Permitted Phases 4 .8 . 02 4 6 · .. Detector Phase 4 4 8 8 2 2 6 6 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Minimum Split (s) i. 23.0 23.0 23.0 .. 23.0 w. 23.0 * 23.0 23.0 23.0 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0Total Split (06) 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) " 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 " Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0Total Lost Time (s) I. 5.0 u,.. 5.0 5.0 5.0 5.0 5.0 -i.g Lead/Lag Lead-Lag Optimizel- Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (si' 7.5 - 7.6 78.7 * 78.74% 78.7 ' 78.7 Actuated g/C Ratio 0.08 0.08 0.87 0.87 0.87 0.87 v/c Ratio 0.26 j 0.34 0.02 9' 0.40 0.04 0.50 f Control Delay 26.5 37.7 2.4 2.6 2.5 3.1 Queue Delay 0.0 0.0 1 0.0 0.0 "0.0 0.0 1.......... Total Delay 26.5 37.7 2.4 2.6 2.5 3.1 LOS .r C . D -A·LAIA* A' Approach Delay 26.5 37.7 2.6 3.1 Approach LOS : C 4 D ·i A , A 3 Cycle Length: 90 d Actuated Cycle Length: 90Offset 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green 3 Natural Cycle: 60Control Type: Actuated-Coordinated'l Maximum v/c Ratio: 0.50 Intersection Signal Delay: 3.8 " Intersection LOS: A Intersection Capacity Utilization 53.0%ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue t02 (R)-64 65$ , ·i i.,03¥,AUBMY//##*413@39%W#JAL.'" i 1 1 25 E' 74*,D¥-JWN*,",,: 1 1 06 R) 08 Synchro 10 Report KMK HCM 6th TWSC 4: Benton Street & W. 33rd Avenue 2020 Background AM Peak In tersection.....<........... Int Delay, s/veh 4.8 RVIovement"'"M"'"' EBE- EBT EBR-WBL WBT WBR-NBL NST NBR SBL Slf-SBR-". Lane Configurations 4 + 4 + Traffic Vol, veh/h 0 5 1 1 6 2 3 31:5 9 4 0 4- Future Vol, veh/h 051162331540 Conflicting Peds, #thr 0 - O 0 0 0 0 000 0 * 0 '' Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RTChannelized'-fy- None- None - None 1 - None Storage Length . -I - I - I - I - - - Veh in Median Storage, # 0 - 1 - 0 - 4 - * 0 Grade, %-0--0--0--0- Peak Hour Factor -* 71 71 71 71 71 71 71 71 71 71 71 71 Heavy Vehicles, %222222222222 Mvmt Flow 0 7 1 1 8 3 4 4 1 +7 6 0 Major/Minor Majorl 71 Major2 .Ill./P Minorl ' Minor2 "' Conflicting Flow All 11 0 0 8 0 0 23 21 8 22 20 10 /' Stage 1 ', - 9* - illllill - 4 8 8 12 *12 Stage 2 - - - - - - 15 13 - 10 8 - Critical Hdwy 4.12 - .4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - 1*2 - - -6.12 5.52 -6.12 5.52 * - Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Capd Maneuver 1608 - -1612 * - 4 989 873 1074* 990 874 1071 t Stage 1 . - - - - -1013 889 -1009 886 - , Stage 2 -..4 - - - -1005 885 - 1011 889 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1608 * - 1 - 1612 -.4 - 983 872 1074 984 873 1071 if Mov Cap-2 Maneuver - - - - - -983 872 -984 873 - *6, Stage 1 -B - 1013 889 f - 1009 885 IF Stage 2 . - - - - -998 884 -1005 889 - Approadh---MB'",»=.u=...a.-··.*.u,e.-'.AG-a£%. HCM Control Delay, s 0 .. 0.8 -8.9 -- 8.9 .* . ._ --..-,L. 1 HCM LOS A A Minor Lane/Major Mvmr- NBLnl-EBE 6 - EBT ' EBR'WBI- WB¥ 'WBR-SBC,il'--'"-••• Capacity (veh/h)943 1608 -jg. 1612 a.. - #. - 931 *----..g_ -.- - 0.001 - -0,014HCM Lane V/C Ratio 0.01 - - HCM Control Delay (s) 8.9 '0' - - 7.2 0/-*8.9 1 HCM Lane LOS AA--AA-A HCM 95th %tile Q(veh) 1 0 O .19# 2 0 -1-V=-7 0 11, Synchro 10 Report KMK HCM 6th TWSC 5: Ames Street & W. 33rd Avenue 2020 Background AM Peak Intersection' Int Delay, siveh 5.1 Movement' -EBrmBR" WAL - WBT- WBR NBL NBr"NBR -5Bt "581'-581r Lane Configurations + 4 + 4 Traffic Vol, veh/h 190154262472 1 Udi Future Vol, veh/h 190154262472 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized i*.i; - #6 None - -None - - None -:2. - None Storage Length -- -I - - I - Ill Veh in Median Storage, # - 0 - - 0 - - 0 - -0 d./.r j Grade, %-0--0--0--0- Peak Hour Factor % 70 70 70 70 70 70 70 70 70 70 70 70 Heavy Vehicles, %222222222222 Mvmt Flow *. 1 13 0 1763936103 1 Major/Minor"'9"Majorl *1ajor21inori™'MiriorY™ Conflicting Flow All 13 0 0 13 0 0 34 30 13 33 27 10 h Stage 1 - - - --C-1515 -12 12 -Al&-$.:di'./.a"#:d Stage 2 - - - - - - 19 15 - 21 15 - Critical Hdwy .mr 4.12 -0 - 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 • Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1606 - -1606 - -973 863 1067 974 866 1071 f Stage 1 - - - - - -1005 883 1009 886 - / Stage 2 4- - - - 1000 883 4-* 998 883 1 - 7 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1606 - -1606 - -960 861 1067 962 864 1071 1 Mov Cap-2 Maneuver - - - - - -960 861 -962 864 - *i Stage 1 A - - - - - -1004 882 -1008 885 0 - j Stage 2 - - - - - -985 882 -985 882 - Apfroidli'41'lm*Immlf EB' WB '"'0"'"RB - SB -.q HCM Control Delay, s 0.7 0.7 9 9 J HCM LOS A A 0iErGiWE@87-62"- NBERT"*BL- EBT EBR 1/VBL-WBT WBR SBLril - .,.|Ila--+--'-k4.„.* W.avl,1--•Er-·IL - T -a•.- ·.•·•.- M Capacity (veh/h)915 1606 - -1606 - -920 ,U.L . 4/ HCM Lane V/C Ratio 0.016 0.001 - -0.001 - -0.02 HCM Control Delay (s) 1%, 9 7.2 0 -7.2 0 -9 , HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 0 0 - - 0 - -0.1 Synchro 10 Report KMK HCM 6th TWSC 6: Sheridan Boulevard & W. 33rd Avenue 2020 Background AM Peak thtersection Int Delay, s/veh 0.4 Movernerit' EBL EB¥ -EBR WBL WBT WBR"' NBL-' NBTliBR" 3017"5Bf'SBR"vI.MII.IV.H.Il/4 Lane Configurations + 4 9 +9 + $• Traffic Vol, veh/h 1 8 0·*22 0 0 3 5 1155 2 5 1455 8 ..1/'I- Future Vol, veh/h 8 0 22 0 0 3 5 1155 2 5 1455 8 Conflicting Peds, #/hr 0 0*0000000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized * - -None * - 43 - None ··.1- ·*.. - None - -.None - Storage Length - - - - - - 0 - - 0 - - Veh in Median Storage, # - 0 -0 .41 . 0.*0. Grade, %-0--0--0--0- Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, %222222222222 Mvmt Flow .. 9 0 24 0 0 3 5 1242 2 5 1565 9 2 Major/Minor 'a-,p- Minor2 "'llallilil Minorl v.Ill'rMajort *'mIIIIIIIFMajor2 ' Conflicting Flow All 2211 2834 787 2046 2837 622 1574 0 0 1244 0 0 *ti Stage 1 4., 1580 1580 -1253 1253 - - -,15 Stage 2 631 1254 -793 1584 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -11 - 4.14 7.. ·1 - Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 -- 9Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 ------t Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver *60 *10 *482 *111 *10 430 *722 * -6: 555 *- - j Stage 1 *455 *399 -*182 *242 ----- /; Stage 2 *· *436 *242 -*455 *399 1- - - - - Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver *59 *10 *482 *105 *10 430 *722 -8- 555 - * - 1 Mov Cap-2 Maneuver *59 *10 -*105 *10 ------- L Stage 1 *452 *395 ' - *181 *240 * - '19 -. - . -, - 4-1„ Stage 2 *430 *240 -*429 *395 ------- i .'.·-i*.=du.11.4.-1·.AAppmER. HCM Control Delay, s 31.8 .4-60 4-0 U... -...A13.4 HCM LOS D B Minor La-ne/Major MVinr'-'" NBE''NBT; ' NBR ES[niWBIAT -518[-SBT SBR'1 Capacity (veh/h)ab *722 - -166 430 555 - - „ - .,.... - HCM Lane V/C Ratio 0.007 - -0.194 0.008 0.01 - - HCM Control Delay (s)10 ..- -31.8 13.4 11.6 HCM Lane LOS B--DBB-- HCM 95th %tile Q(veh) Adi OJO*al -,4- - Notes -: Volume exceeds capacity , $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Synchro 10 Report KMK HCM 6th TWSC 1: Benton Street & W. 35th Avenue 2020 Background PM Peak intersection' Int Delay, s/veh 2.9 Movemerii "IllIm EBL EBT Lane Configurations + Traffic Vol, veh/h * 1 45 Future Vol, veh/h 1 45 Conflicting Peds, #/hr 0 0 Sign Control Free Free RT Channelized .4 - - Storage Length - - Veh in Median Storage, # - 0 Grade, % 0 Peak Hour Factor a. 85 85 Heavy Vehicles, %2 2 Mvmt Flow *,1 53 7EBR WSL 7* 4 7 4 0 0 Free Free None - 85 85 2 2 8 .5 WBT WBR NBL NAT"NBR -5617'587'50R™-YIIllImlllq 4 + 44 59 5 2 15 5 5 14 5 *lia,admllidli/ 59 5 2 15 5 5 14 5 0000000 0 5 Free Free Stop Stop Stop Stop Stop Stop - None - -None * - 1. - None 0 *. 12 0 1"*4'll. 0 I.Ill.......... 0 -0--0- 85 85 85 85 85 85 85 85 f 22222222 469 6 2 18 6 6 ¥ 16 6 2 Major/Minor ,--"'Majorl ™' Major2 .W Minorl ""IlllImp= Mirlor2 W:Illl:II.IlIlIq Conflicting Flow All 75 0 0 61 0 0 152 144 57 153 145 72 Stage 1 .:*Ill/91 - 9 - - - 59 59 6.- 82 82 - Stage 2 - - - - - - 93 85 - 71 63 - Critical Hdwy 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 4 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 7 - . - - - -6.12 5.52 -6.12 5.52 - 9 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1527 -4 - 1542 - .51 - 823 752 1009 822 751 - 998 . Stage 1 - - - - - -953 846 -932 830 - / Stage 2 11! - - - - - -920 827 * - 939 842 *ki/ Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1527 .'- 1542 - {* - 802 749 1009 800 748 998 J Mov Cap-2 Maneuver - - - - - -802 749 -800 748 - Stage 1 -* - - - - 952 845 * - 931 828 ,Illaialillllllllllllllillllll Stage 2 - - - - - -894 825 -913 841 - ln-,¥· HCM Control Delay, s 0.1 0.4 _, 9.6 liA HCM LOS A A Mindi-L@Halvajar vvME-'NOLWT"EB[10'f-'EBR-War"*Wer-"WBREBLFiT'9 Capacity (veh/h) . ._ - 801 1527 - -1542 - -801 HCM Lane V/C Ratio 0.032 0.001 - -0.003 - -0.035 HCM Control Delay (s) 9.6 7,4 * 0 V -4 7.3 * 0 - *9.7 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) i.k, 0.1 0 - - 0 - .0.1,. Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2020 Background PM Peak Intersection ' Int Delay, s/veh 3.2 Movement' EBL EBT"*BR WBL WBT WBR -NBE IVB10'14014- SBE'307-SBR -9 Lane Configurations + 4 + Traffic Vol, veh/h ////5 45 5 2 56 3 4 14 14 6 *76 7 Allil.Al Future Vol, veh/h 5 45 5 2 56 3 4 14 14 6 7 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0* 0 *0 0 07........ Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - -None -,- None - -None - -None ( Storage Length - - - - - - - - - - - - Veh in Median Storage, # -*- 0 2 :4* 0 0 -0 -:.44- 0 * 4 Grade, %-0--0--0--0- Peak Hour Factori 84 84 84 84 84 ' 84 84 84 84 84 84 * 84 Heavy Vehicles, %222222222222 Mvmt Flow 65462674 5 17 17 .-1.i 8 . 8 i Major/Minor 1 Majorl ' Major2 "'ilililiNI:p Minorl '' Minor2'M.4.m.BH Conflicting Flow All 71 0 0 60 0 0 150 144 57 159 145 69 Stage 1 1 - ·.0.v,· - --- - 69 69 Illl£ 73 *73 Stage 2 - - - - - - 81 75 - 86 72 - Critical Hdwy 4.12 - -4.12 i.,,U, 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 4 - - *lib - - /-6.12 5.52 .4,6.12 5.52 - 1 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1533 -P- 1544 2 - F - 825 752 1009 814 751 1002 1Stage 1 ------941 837 -943 837 / Stage 2 - - *-I -1- 934 835 t 922 835 -ilill- Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1533 30 - -4 - 1544 34 -3 - *' 809 748 1009 784 747 1002 1 Mov Cap-2 Maneuver - - - - - -809 748 -784 747 - . : Stage 1 ,b - ¥ -¥ - - - E - 937 834 4 - 939 836 Stage 2 - - - - - -916 834 -885 832 - *#bibith-"-..--EfI<%.I,,ImWiFIIHIIm,m#N HCM Control Delay, s 0.7 .iN„= uw- 0.2 a*,b 9.4 -Ib- i 9.4 - -.Ma HCM LOS A A Minor Lhne/Ma€i--tv vrri' * NBEnt*-EBL" 'EMT '14'EBR"WB[*'WBT- WBR-'58Lnl -- . Capacity (veh/h). 853 1533 -1544 - * - 833 /0//u/"6/656//1,60/6'I,-w.£29'AMM--41'wi/:6/4 ; HCM Lane V/C Ratio 0.045 0.004 - -0.002 - -0.029 HCM Control Delay (s) ' 9.4 7.4 9 0 * - 7.3 F O - 9.4 6 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(vehjy 0.1'llf- 0 -RIFT-,r.i* 0 - -0.1 ' Synchro 10 Report KMK Timings 3: Sheridan Boulevard & W. 35th Avenue 2020 Background 1 t'•,1 Lane Group EBLI EBT¥ WBLI WBT I NBLI NBT¥ SBL *SBT Lane Configurations + 4 vi +1*9 +t• Traffic Volume (vph) 20 * 22 + 33 *18 33 4 1585 ' 20 1580 i Future Volume (vph) 20 22 33 18 33 1585 20 1580 Turn Type Perm NA Perm NA Perm NA Perm NA £ Protected Phases 4 8 2 6 Permitted Phases :I 4 4 8 2 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase 1 .2 9 g*. ./'-f - ......ia@ Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s )3 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 . Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (56) 31 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% 2 Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 9 1.5 1.5 1.5 1.5 1.5 1.5 0 1.5 ' 1.5 1 Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 4 5.0 5.0 5.0 2 Lead/Lag Lead-Lag Optimize? ..m... 4/p 1.F Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s) 01, 8.6 8.6 74.5 74.5 74.5 74.5 Actuated g/C Ratio 0.10 0.10 0.83 0.83 0.83 0.83 v/c Ratio 1IIIIIIIIIIIIIIIIIIIII0.36 16 0.39 0.17 0.56 0.10 0.56 Control Delay 33.0 39.9 5.1 4.4 4.0 4.4 Queue Delay ?11 0.0. 0.0 0.0 0.0 0,0. 0.0 Total Delay 33.0 39.9 5.1 4.4 4.0 4.4 LOS C ·-: D A A A A Approach Delay 33.0 39.9 4.5 4.4 Approach LOS a, C l D i A ., A J/74 Intersection Summary --......'P"*-...*mm".R"m=-m-m--Il..-m"V.'MI.m.9-1."*MqM.m"'F- Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green lilli................ ... Natural Cycle: 60 Control Type: Actuated-Coordinated ., ·*IlllIIllIi - Y Maximum v/c Ratio: 0.56 Intersection Signal Delay: 5.6 , Intersection LOS: A Intersection Capacity Utilization 58.8%ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue 1 102 (R)-04 1f7 06 (R)08 -. - v . .,1 Synchro 10 Report KMK HCM 6th TWSC 4: Benton Street & W. 33rd Avenue 2020 Background PM Peak Int Delay, s/veh 5.4 Slyj, Move,nerlf' EBT'EBR WBL WBT WBR NBC NBT-KIBR 301.-501*-SBR"' Lane Configurations + 4 4 + Traffic Vol, veh/h .0 5 12 5 1 9 2 0 18 1 1 * 14'* 2 ... Future Vol, veh/h 5 12 5 1 9 2 0 18 1 1 14 2 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 0 .-.-2.--Ji.__---_--/. .=| Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized ·@0 - -None - -None *t .None 111. - None,i: Storage Length - -I - I - - I - I - - Veh in Median Storage, #- 0 - .0 - 110-1,0 ..: Grade, %-0--0--0--0- Peak Hour Factor :* 97 97 97 97 97 97 97 97 97 97 97 97 ., Heavy Vehicles, %222222222222 -Mvmt Flow i 5 12 5 1 9 6 2 * 0 19. 1 1 14 3 Major/Minor Majorl ' '" Minorl'Minorf' Conflicting Flow All 11 0 0 17 0 0 45 38 15 47 39 10 h. Stage 1 , - -25 s 25 i - 12 * 12.1, - . Stage 2 - - - - - - 20 13 - 35 27 - Critical lidwy 4.12 . e,&.A- 4.12 - * - 7.12 6.52 6.22 7.12 6.52 6.22 1 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 * n · - - - -A- 6.12 5.52 -6.12 5.52 4&, .4 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1608 - *-1600 -,1.4 957 854 1065 954 853 1071 . Stage 1 ------993 874 -1009 886 - /' Stage 2 0 - - - - -V - 999 885 -981 873 -4E 11 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1608 - -1600 - -940 851 1065 934 850 1071 Mov Cap-2 Maneuver - - - - - -940 851 -934 850 - L. Stage 1 .: v.ad - - -990 871 -1006 885 I '. Stage 2 - - - - - -980 884 -956 870 - ApirdiER= HCM Control Delay, s 1.6 0.6 - 9.3 .a,„. 9.2 64_. »,11•2: - ...A.1.11 HCM LOS A A 19„7 18[hl-YEMU -£ inor Lane/UNor MVEit T EBf"WIL"" WST"WGiEEnl ' Capacity (veh/h) 860 1608 - -1600 - -876 ... -*•.'"/+-// .* HCM Lane V/C Ratio 0.023 0.003 - -0.001 - -0.02 HCM Control Delay (s) 9.3 8 7.2 0 -7.3 0 40.9.2 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 0.1 0 - - 0 - -0.1 Synchro 10 Report KMK HCM 6th TWSC 5: Ames Street & W. 33rd Avenue 2020 Background PM Peak Intersection .......7.2.. , +Jt ;'--9./ .' ' ':..#..#•.. -'7. c.. 1 ..·M-"& I Int Delay, s/veh 5.1 r,7.gtxg·a,A ,©ime*et...Vt'··4?,l.b1'¢i'4't@k'7:ff.:,91'M"MI" Movement' EBL EBT' EBR WBL WBT WBR NBL NBT"NBR SBL-"-SBrmS!#R''' Lane Configurations + 4 + 4 Traffic Vol, veh/h 1 12 le 4 10 8 2 17 0 4 12 1 Future Vol, veh/h 1 12 1 4 10 8 2 17 0 4 12 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 +Jill"ll'll Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - -None - -None - -None -.*. -None Storage Length - - - - - - - - - - - - Veh in Median Storage, # 1 0 - - 0 -0 0- .O.-1 Grade, %-0--0 -0--0- Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 i Heavy Vehicles, %222222222222 Mvmt Flow .. 1 14 1 512102200 5 14 1 Major/Minor ; Majorl 1 Major2 1.-1. Minorl -!1!1 Minor2 v1Iu'lIIiIili"V Conflicting Flow All 22 0 0 15 0 0 52 49 15 54 44 17 'r Stage 1 - - - - - ....17 17 - 27 27 iStage 2 - - - - - - 35 32 27 17 - Critical Hdwy 4 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 3 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ------6.12 5.52 -6.12 5.52 - ' Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1593 l.tz -1603 -I 947 843 1065 944 848 1062 £ Stage 1 - - - - - -1002 881 -990 873 - Stage 2 .;*91 . -.9 - *- '' " - 981 868 F-990 881 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1593 - -1603 - -931 840 1065 924 845 1062 Mov Cap-2 Maneuver - - - - - -931 840 -924 845 - 7/IL Stage 1 -dJ - * - >.14 - ' - - -1001 880 -989 870 - i Stage 2 - - - - - -961 865 -966 880 - /4.·. i·li- -&:-&.. i 7,>1.1 D./'i Approach" ------rWB"'B' HCM Control Delay, s 0.5-*-. 1.3 9.4 HCMLOS A A *«;di Minor Lane/Major-MvME"'*'---NBLnf--EBL -EBT - EBRWBE Capacity (veh/h)... 849 1593 - -1603 HCM Lane V/C Ratio 0.027 0.001 - -0.003 HCM Control Delay (sE 9.4 7.3 0 -7.3 HCM Lane LOS AAA -A HCM 95th %tile Q(veh) ¥ 0.1 0 - - 0 WAY-WBRSBERf - - 873 - - 0.023 *0 -9.2 A A - 0.1 9 Synchro 10 Report KMK HCM 6th TWSC 6: Sheridan Boulevard & W. 33rd Avenue 2020 Background PM Peak Intersection'' Int Delay, s/veh 0.8 Movement-EBL EBT -EBR WBL WBT WBR NBE-' NBr'NBR-SBE-50'7-50R;"' Lane Configurations 4 + li +9 +t• Traffic Vol, veh/h 1 0 24 4 0 5 19 1645 2 7 1620 7 - Future Vol, veh/h 1 0 24 4 0 5 19 1645 2 7 1620 7 Conflicting Peds, #/hr 1 0 0 0 0 00000000 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized *b - -None - -None - -None 4, . None , Storage Length - - - - - - 0 - - 0 - - Veh in Median Storage, # -0 ....t / 0*-000 1.0/0 Grade,%-0--0--0--0- Peak Hour Factor * 97 97 97 97 97 97 97 97 * 97 97 97 4 97 ; Heavy Vehicles, %222222222222 Mvmt Flow , 1 0 25 4 0 5 20 1696 2 7 1670 7 - Major/Minor " Minor2 '""IN:Il:ImIF Minorl ™Ill:Imllp- Majorl "'Ill:IP Major2 Conflicting Flow All 2576 3426 839 2586 3428 849 1677 0 0 1698 0 0 . Stage 1 ·*. 1688 1688 :t· - 1737 1737 * - yi - '* - 4- - -111 Stage 2 888 1738 -849 1691 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 j.-* - 4.14 ..,.-* - Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 - - - - - Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 -----,-'ll Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver *16 * *1 *413 *16 9 304 *618 -*,7, 371 ¥ h - y Stage 1 *389 *341 -*91 *140 ------- / Stage 2 *305 *140 -*389 *341 * - - - - -.:·.EN. 1 4 Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver *15 *1 *413 *14 '· *1 304 *618 -9 - 371 Mov Cap-2 Maneuver *15 *1 -*14 *1 ------- , Stage 1 * *377 *335 -*88 *136 - - Stage 2 *290 *136 -*359 *335 ------- .- Approach -'-M--- EB - - HCM Control Delay, s 25.6 171.7 0.1 0.16 - HCM LOS D F A.m& - &&..#" *EGRWDior MVME'-"imm0r-RON-E0[RTWRIM '* SBC'"'BBT-SBR' Capacity (veh/h) - -200 30 371 - - /A16 - j-....ir = HCM Lane V/C Ratio 0.032 - -0.129 0.309 0.019 - - HCM Control Delay (s) 11 6 - + - 25.6 171.7 14.9 - - P. HCM Lane LOS B--DFB-- HCM 95th %tile Q(veh) j* 0.1 :wg, - * - 0.4 gh 1 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s *+: Computation Not Defined 1. All major volume in platoon *„i_ i._ Synchro 10 Report KMK HCM 6th TWSC 1: Benton Street & W. 35th Avenue 2020 Total AM Peak Intersection '...... . Int Delay, siveh 2.7 Movemen-f' EBL EBTEBR WBL WBT WBR NAL*u NBUNBR-'--50[-501-5-BR'-0 Lane Configurations + 4 + 4 Traffic Vol, veh/h i 1 341„027256138 2 d////6 _i Future Vol, veh/h 1 34 1 0 27 2 5 6 1 3 8 2 Conflicting Peds, #/hr 0.00000000000. Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - -None - -None - -None - -None f Storage Length - Veh in Median Storage, # - 0 - 0 - - 0 *- -0.- , Grade, %-0--0--0--0- Peak Hour Factor * 60 60 60 60 60 60 60 60 60 60 60 60 1 Heavy Vehicles, %222222222222 Mvmt Flow 66/ 2 57 2 0 45 3 8 10 2 5 '13 3 j Major/Minor 1*m"'*w*< Majorl " Major2 4' Minorl F....,Fr'Minor2,M Conflicting Flow All 48 0 0 59 0 0 117 110 58 115 110 47 * Stage 1 MI 62 62 - 47 47 Stage 2 - - - - - - 55 48 68 63 - Critical Hdwy 4.12 - * -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 f Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 IF'- ,• #6 - - -6.12 5.52 -6.12 5.52 -4 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1562 -.- 1545 ....itel, 868 786 1008 871 786 1030 Stage 1 - - - - - -949 843 -974 859 - / Stage 2 77,24.. - - - - - 964 858 - 942 842 .- Platoon blocked, % 1 - - 1 1 111 Mov Cap-1 Maneuver 1562 - -1545 - -853 785 1008 860 785 1030 f Mov Cap-2 Maneuver - - - - - -853 785 -860 785 - 1 Stage 1 --9. - I - -948 842 -973 859 1- Stage 2 - - - - - - 946 858 -928 841 - Approach' SM HCM Control Delay, s 0.2 ...1.- --0 9.5 9.4 AL, U.'/* ./ HCM LOS A A ' EBR 'WBCWBT WBR SBLriT'MIIHIII'"M"- - - --'- r- - Capacity (veh/h) ..,-828 1562 - *- 1545 - -832 * I.-*- - 4@2 - 10- HCM Lane V/C Ratio 0.024 0.001 - - - - -0.026 HCM Control Delay (s) -' 9.5 3 7.3 0 -, 0 ."rv . 9.4 HCM Lane LOS AAA-A--A HCM 95th %tile Q(veh) 0.1 0 - - 0 - .0.1 Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2020 Total AM Peak Int Delay, s/veh 5.5 Movement" EBT -EBR Lane Configurations 44 Traffic Vol, veh/h *1 31 6 Future Vol, veh/h 1 31 6 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized -None Storage Length - - - Veh in Median Storage, # - 0 - Grade, %-0 - Peak Hour Factor * 70 70 70 Heavy Vehicles, %222 Mvmt Flow -7, 1 44 9 WBL WBT 44 12 16 12 16 0 0 Free Free - 0 70 70 2 2 17 23 WBRd NAL NAT-NBR SBC;"758¥"58R1.,7,! 3 *8* 2 lia*A: .42 8 13 38 2 8 13 38 3 8 2 0 0 0* 0 0 0 0 -'....... Free Stop Stop Stop Stop Stop Stop None - -None * - *- None li f, - 0 J -,t. 0 ,0<1 --0--0- 70 70 70 70 70 70 70 2222222 3 11 19 54 4 11 jA 3 2 Major/Minor '7/ Majorl IMajor2 " Minorl , Minor2.MI"'ll'"IMI'll'llill'll"Im"m"Imill'll"" Conflicting Flow All 26 0 0 53 0 0 117 111 49 146 114 25 Stagel I '1 4--t'.1, 51 51 2 59 594*.i, Stage 2 - - - - 66 60 - 87 55Critical Hdwy 41 4.12 I - 4.12 - *- 7.12 6.52 6.22 7.12 6.52 6.22 ,, Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - - - - -.F - 6.12 5.52 / 6.12 5.52 44 - J Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1588 ¢ - a. - 1553 ir.- 3 - 859 779 1020 823 776 1051 -.•i Stage 1 - - - - - -962 852 -953 846 -IP Stage 2 lilll"L"r - - ' 3*' - - 945 845 ely, 921 849 * - =Platoon blocked, % - - - - Mov Cap-1 Maneuver 1588 - -1553 -*- 839 770 1020 758 767 1051 Mov Cap-2 Maneuver - - - - - -839 770 -758 757 - Stage 1 . - 4 - - -961 851 /I:- 952 837- Stage 2 - - - - - -919 836 -852 848 - #pr@*r-'•m HCM Control Delay, s 0.2 2.9 9.3 - 9.6 a. 1*,=*. . . HCM LOS A A Minor Grie/MaliMVMT-"ABLKf'-TBL -"EBT-<-EBR-WBE-WBT.Wak-50[iir" Capacity (veh/h) vi:i,927 1588 4,. - -1553 - -798 .&.G. JI.i/.6 - HCM Lane V/C Ratio 0.091 0.001 - -0.011 - -0.023 HCM Control Delay (s) 9.3 47.3 * 0 14.1 7.3 0 9.6 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 0.3 0 - - 0 - -0.1 71 Synchro 10 Report KMK Timings 2020 Total 3: Sheridan Boulevard & W. 35th Avenue AM Peak '64 r-r,1 1/jW '-r--r 'A,r,1 1//1-,-T' 1k Alril // AtrIT Le On, 1-1/1.17 1 --- '17'rtv» ."7·,7.:Y#k»$3*fs 7.i,·„r.· 57'--7f>X'"92'xml'6 Lane Configurations 4 +9 +A Traffic Volume (vph) 1 21 1 13 2 25 *3 9 4 8* 1150 /12 0'1425 Future Volume (vph) 21 13 25 9 8 1150 12 1425 Tum Type *, Perm NA Perm NA Perm NA Penn NA i Protected Phases 4 8 2 6 Permitted Phases 4 8 04 2 1, 6 Detector Phase 4 4 8 8 2 2 6 6 "41..I ' 44 * ,/. .:if·-40Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 . 23.0 · Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (%) 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% i Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) " 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 5.0 5.0 5.0 . 5.0 1 Lead/Lag Lead-Lag Optimize? .2 -r V +9 . 3, - Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effd Green (s 8.1 8.1 75.0 75.0 75.0 75.0 i Actuated g/C Ratio 0.09 0.09 0.83 0.83 0.83 0.83 v/c Ratio '1 0.46 0.34 0.04 0.43 0.04 0.53 i.1/lill Control Delay 28.3 37.3 2.9 3.3 2.8 4.0 Queue Delay . 0.0 I 0.0 0.0 0.0 .L 0.0 0.0 I Total Delay 28.3 37.3 2.9 3.3 2.8 4.0 LOS C D 4 A A , A A.i Approach Delay 28.3 37.3 3.3 4.0 Approach LOS 1: C ,i D j A A j vi=.a.L'6·te Intersection Summar Cycle Length: 90 u. .r· Lk. ./r2;Wat./2/.7, +·-FAWUU.2. rll'.1 .f ... ,i a....rn.deAAb*laamWUp u-,2.6.8.--*a.,:i=¢4,ea#/.4... ,......-I»-:2:e·Ui '-- .f'll Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 4.9 I Intersection LOS: A 1 Intersection Capacity Utilization 52.8%ICU Level of Service A Analysis Period (min) 15 - , ./ 11 Splits and Phases: 102 R) 65 s...,- i 1 06 OT) 3: Sheridan Boulevard & W. 35th Avenue 04 1 25 R;,. 08 · . wad.. 1 . 47,/f.,·2 1 25**4////P Te AdO I Synchro 10 Report KMK HCM 6th TWSC 2020 Total 4: Benton Street & W. 33rd Avenue AM Peak Intersection ,. ..-, - -, , . ,· ·· , r' ·4 " -t-· -· 5 %3· ·- ''> .'' 2·'•'·d ..•• i:.p + · 'tf·· '/ '9( '-·.»'P''r*F«' © 7•a . 1/1.0..,/nz79¤ Int Delay, siveh 4.3 Movemenflllll- EBL EBT-EBR WBL WBT WBR NBL °14BT"NBR SBC-5810""SBR' Lane Configurations + 44 + 4 Traffic Vol, veh/h *Wi1172331540--1 -- Future Vol, veh/h 081172331540 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0*010 0 . Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -None I* -None - :a - None /*2 2 None ? Storage Length - - - - - - - - - - - - Veh in Median Storage, # A 0 *- *< -* 0 .f.* 0*- 4...1 01"Vit Grade, %-0--0--0--0- Peak Hour Factor * 70 70 70 70 70 70 70 * 70 70 70 70 70 i Heavy Vehicles, %222222222222 Mvmt Flow , 0 *11 1 1 10 3 4 4 197 6«0 i Major/Minor Majorl 1Ill Major2 '| Minorl Minor2 Conflicting Flow All 13 0 0 12 0 0 29 27 12 28 26 12 - Waw:.1- 12 *12 *A, 0. 14 *14* - Stage 2 - - - - - - 17 15 - 14 12 - Critical Hdwy V< 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 F Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - - ' - 9 - * - 6.12 5.52 1.- - 6.12 5.52 - : Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1606 ' - 8- 1607 - *- 980 866 1069 981 867 1069 7 Stage 1 - - - - - - 1009 886 -1006 884 - B. Stage 2 I: - - ¥- - - -19 - 1002 883 1006 886 VIP- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1606 -4 - 1607 -w- 974 865 1069 975 866 1069 Mov Cap-2 Maneuver - - - - - -974 865 -975 866 - & Stage 1 ..26 - - - - - *-1009 886 94' - 1006 883 j Stage 2 - - - - - -995 882 -1000 886 - 1//b: #dilial= A®-roacti m,"Immi"mEB'v„MIHImIHIPI'TVB-m,ImmIMIIMI:,VB"#9",m",Im,p'lia-'w,mmllmiImimimmmm,IMMIm,mm,Ill HCM Control Delay, s 0 - :,Aw.*4 0.7 4,L, U....8.9 - 9 HCM LOS A A 41,ik.-Ii LEW&*/59?. v inor Lane/Major Mvm --""'"NBLA-f-EBI "- FBf- E-ER'199[ wdT- WBR38[hf'> Capacity (veh/h) .aw· 935 1606 ****.:- 1607 ..0* -923 .,..,.,......... -- HCM Lane V/C Ratio 0.011 - - -0.001 - -0.014 HCM Control Delay (s) 124 8.9 ' 0 - -7.2 0 -9 ////////////// HCM Lane LOS AA--AA A HCM 95th 96tile Q(veh) 1, 0 -'0 0 '" 2,9 -0 Synchro 10 Report KMK HCM 6th TWSC 2020 Total 5: Ames Street & W. 33rd Avenue AM Peak Intersection"' Int Delay, s/veh 3.1 Movement-i'memmmi' EBL EBr'EBR WBL L LWBT ' WBR NBL" NBT-NBR SBC'58¥-581€',r., Lane Configurations 4 + 4 + Traffic Vol, veh/h *4901544262 546 8 :03 #A Allkadi Future Vol, veh/h 4901544262583 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized -None - None - -None I -None .. Storage Length - - - - - - - - - - - - Veh in Median Storage, # - ¥ 0 *- -0 *f ill.,0 -0.!C r Grade, %-0--0--0--0- Peak Hour Factor 70 70 70 70 70 70 70 70 70 70 70 70 it Heavy Vehicles, %222222222222 Mvmt Flow 1 6 13 0 1 7 63 3 9 *3 7 11 04., Major/Minor 1, Majorl 1/I'll"Im.Wajor2 'mr Minorl '"'IImp- Minor2'I' Conflicting Flow All 70 0 0 13 0 0 73 97 13 72 66 39 Stage 1, - * - - - .f#* 25 25 * ' / 41 41 -. -lill' .,ill Stage 2 - - - - - - 48 72 31 25 Critical Hdwy ' 4.12 - -4.12 -*-7.12 6.52 6.22 7.12 6.52 6.22 ..r ./ Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2/- *- - - - -6.12 5.52 *'- 6.12 5.52 "- M . 2 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1531 -, 1606 *-9 - 918 , 793 1067 919 825 1033 .. Stage 1 - - - - -993 874 -974 861 - - 965 835 1' - JE 986 874 * - i.' Stage 2 q' - - /- Platoon blocked, % - - Mov Cap-1 Maneuver 1531 - * -1606 4 -'.: - 901 789 1067 905 821 1033 1 Mov Cap-2 Maneuver - - - - - -901 789 -905 821 - , Stage 1 j.,-- A - -ir· -fs - 989 871 a - 970 860 - f Stage 2 ------947 834 -970 871 - HCM Control Delay, s 2.3 0.1 ..-9.2 ...4L*,w,*.11 HCM LOS A A . Mino r lan e/Major Mvmt - - N BL A C"E -BL -EBT- - E BR-WB E ' WBT- WB R 58Ln'i-v""Il.Immlm-'"Vm.Ill.MM .M, m*I.. Capacity (veh/h)855 1531 - . - 1606 4*miA;*iNL - 880 j. abwa HCM Lane V/C Ratio 0.017 0.004 - -0.001 - -0.026 HCM Control Delay (sf 9.3 7.4 -rov, -4 7.2 * 0 -9.2 .1 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 1 0,1 '' 0 - ' - 0 - -0.1 Synchro 10 Report KMK HCM 6th TWSC 6: Sheridan Boulevard & W. 33rd Avenue 2020 Total AM Peak Intersection . Int Delay, s/veh 0.9 Movement EB-f'*BR Lane Configurations + Traffic Vol, veh/h 8 0 23 Future Vol, veh/h 8 0 23 Conflicting Peds, #/hr 0 0 0 Sign Control Stop Stop Stop RT Channelized ·*»4**, - None Storage Length - - - Veh in Median Storage, # - 0 - Grade, %-0- Peak Hour Factor 92 92 92 Heavy Vehicles, %222 Mvmt Flow . .1/I. 9 . 0 25 WBL WBT WBR 4, to *0 6 006 000 Stop Stop Stop Al##bh - None - 0 *- -0- 92 92 92 222 007 NBL NBT"NBR SBL-SBYSBR-'IMIPMIIIMIIHIIM 9 +A 9 +t• 43 1155 40 2 7 1474 * 10 1*66*altllA. .,I 43 1155 2 7 1474 10 0 0 0 0.*9 0......... Free Free Free Free Free Free - - None -*ll.g None ; 0--0-- .*, 0 -*-*0.'-S -0--0- 92 92 92 92 92 92 4 222222 47 1255 91 2 8 1602 11 Major/Minor' Minor2 11 Minorl Majorl Major211 Conflicting Flow All 2346 2975 807 2167 2979 629 1613 0 0 1257 0 0 Ill* Stage 1 .*h 1624 1624 - 1350 1350 /1 4,, - ,.,2..1. Stage 2 722 1351 -817 1629 - - - - - - - rE Critical Hdwy 1- 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -* -4.14 Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 - - - - - Critical Hdwy Stg 2 * 6.54 5.54 .; - 6.54 5.54 1*- - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver * *36 7 *482 *70 *6 425 *722 :'" 549 41- - F - f Stage 1 *455 *399 -*159 *217 ------- / Stage 2 *384 *217 * - *455 *399 -1.. I ...lili.lili Platoon blocked, %11111 1-- -- Mov Cap-1 Manet,19@ *33 *6 *482 *63 **6 425 *722 - 1 - 549 74:.t# - 3% Mov Cap-2 Maneuver *33 *6 -*63 *6 ------- £ Stage 1 11 *425 *393 *149 *203 - - - Ir - *10 - Stage 2 *353 *203 -*425 *393 ------- IL-'-1-k*di..Il.4 Approaphilill'li'"Ea.,"I'll""I"'Arrvi/"//I'li"1/TI'll'll'lip./9,"li//I////IMI/"Iml HCM Control Delay, s 53.4 ./._'.........0.4 .--am c= HCM LOS F B Min-orlane/Ma}di-Mvmt ' --NBE-NBT NBREBLnlWBLM' SBE-SM5BR----I··- ·97'.Me .y 11. Capacity (veh/h) ,722 42, =00, 107 425 549 Al.'lli"-..210 -A HCM Lane V/C Ratio 0.065 - -0.315 0.015 0.014 - - HCM Control Delay (s)' 10.3 * - T- 53.4 13.6 11.7 HCM Lane LOS B--FBB-- HCM 95th %tile Q(veh)1 0.2 *a - f - 1.2 0 0 w - , - -: Volume exceeds capacity $:Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ....,.„„... - Synchro 10 Report KMK HCM 6th TWSC 17: North Site Access & W. 35th Avenue 2020 Total AM Peak Int Delay, s/veh 0.8 9./Movement- EBT EBR 4 981- WBT'-NBCNBR '9 Lane Configurations 1,4 ¥ 0Traffic Vol, veh/h 72 0 0 28 2 8 /IA ddlk - Future Vol, veh/h 72 0 0 28 2 8 Conflicting Peds, #/hr 0 0 0 0 0 0 31!.M Sign Control Free Free Free Free Stop Stop RT Channelized - None .k None ·.6 - None Storage Length ---0 Veh in Median Storage, # 0 4 4 0,- Grade, %0--00- Peak Hour Factor 60 60 60 60 60 60 1 Heavy Vehicles, %222222 Mvmt Flow 120 0 0 47 1* 3 13 . Major/Minor-v"" Majorl 'M' Major2 -'" Minorl' Conflicting Flow All 0 0 120 0 167 120 12 Stage 1 *Ill. - * - ,4 -2 120 Mi - L:... Stage 2 - - - - 47 - Critical Hdwy - -4.12 -6.42 6.22 Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 2 - - *5.42 Follow-up Hdwy - -2.218 -3.518 3.318 Pot Cap-1 Maneuver V - -1468 -829 931 Stage 1 - - - -905 - - 980 *- 1 Platoon blocked, % - - 1 Mov Cap-1 Maneuver - 1 - 1468 -829 931 Mov Cap-2 Maneuver - - - -829 - 4 Stage 1 -905 - Stage 2 - - - -980 - ApproachWS're-ip--------------.HCM Control Delay, s ..0 ,,I„A 0 9 ',.... -d; HCM LOS A Minor Lane/Ma or Mvnit »' NBUirEBT "EBR"WBE"'W81--I! Capacity (veh/h) u_. 909 _ - -1468 -S.'* =u- ·:.7. * &=14.2 .,g6 -LL HCM Lane V/C Ratio 0.018 - - - - HCM Control Delay (s) & 9 id* - -0.*- I. HCM Lane LOS A--A- HCM 95th %tile Q(veh) * 0.1 1 - - 0 ..........1.....1....1 LA¥2 Synchro 10 Report KMK HCM 6th TWSC 2020 Total 19: Ames Street & West Site Exit AM Peak Intersection' Int Delay, s/veh 0.7 Movement" WBR-NBT NBR--SB[-SBT '-. Lane Configurations ¥ 0 + Traffic Vol, veh/h 113 3 48 0 0 24 -.............."i..............£. '........... Future Vol, veh/h 3 3 48 0 0 24 Conflicting Peds, Whr 0 0 0 0 0 0 - - Sign Control Stop Stop Free Free Free Free RT Channelized 4**··* None *4 - None -None - Storage Length O - - - - - Veh in Median Storage, # 0 0 6--0 Grade, %0-0--0 Peak Hour Factor 60 60 60 60 60 60 Heavy Vehicles, %222222 rMvmt Flow .a,Illl o 5 80 0 0 40 5 Major/Minor ""' Minorl "MMajorl '*' Major2'19V9 Conflicting Flow All 120 80 0 - - - , Stage 1 N 80 *' - *0. - -.2 .-I -:.Al' Stage 2 40 - - - - - Critical Hdwy ' 6.42 6.22 2 - Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver * 876 980 * -' 0 0 - Stage 1 943 - - 0 0 - / Stage 2 4 982 0.- 1 Platoon blocked, % Mov Cap-1 Maneuver F 876 980 3¥· - - - Mov Cap-2 Maneuver 876 - - - - - L Stage 1 -- 943 -0..1 - I Stage 2 982 - - - - - Abjiba66" HCM Control Delay, s. 8.9 . 0 0 HCM LOS A Minor GA@iVIa or Mvmt 9'FN BMBLBi SBT.. I. Capacity (veh/h) *i.- -925 * 161. 21- A-='"Ilid'"in"Ei'="==: d HCM Lane V/C Ratio -0.011 - HCM Control Delay (s) 1 -. 8.9 -,...................................... HCM Lane LOS -A HCM 95th %tile Q(veh) r -11 Synchro 10 Report KMK HCM 6th TWSC 21: Ames Street & West Site Entrance 2020 Total AM Peak Intersection 'Ii-""Ii--I'I="miili--I-liIlli-IIIliilIilll Int Delay, s/veh 1.2 Movement -'WBL WBR NBT NBR" SBL ' SBT "''' Lane Configurations ¥ A 4 Traffic Vol, veh/h 0 0 48 13 14 16 <6 Jlk·-* I. &9/illillima Future Vol, veh/h 0 0 48 13 14 16 Conflicting Peds, Whr -' O 0 0 0 0 0 .......Il- i...... Sign Control Stop Stop Free Free Free Free RT Channelized 0 - None , g - None -Nonej111111111111111111111111111111111111111111111111 Storage Length 0----- Veh in Median Storage, # 0 - 6» 0 Grade, %0-0--0 Peak Hour Factor 60 60 60 60 60 60 ' Heavy Vehicles, %222222 Mvmt Flow , 0 0 80 22 23 27 Major/Minor Ill Minorl 1' Majorl-ajor29!i Conflicting Flow All 164 91 0 0 102 0 Stage 1 ,.. 91 -4 - .1 - - - -iil.k _I'U*kA,U. Stage 2 73 - - - - - Critical Hdwy 6.42 6.22 4 --4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 0- 5.42 - - - - Follow-up Hdwy 3.518 3.318 - -2.218 - Pot Cap-1 Maneuver .t. 827 967 , 1490 1 - Stage 1 933 - - - - - Stage 2 950 24· - -Ir - ' - 3 Platoon blocked, % - - - Mov Cap-1 Maneuver 814 967 k - -1490 Mov Cap-2 Maneuver 814 - - - - - . Stage 1 :1 933 - - - - - Stage 2 935 - - - - - 09 ApproaEK'NBE'.Sf-MM' HCM Control Delay, s. 0 0 3.5 ..-I...1·.'jib. -· HCM LOS A 4#'"YF· ·4'21„ra' ...''r .74¥.T°'e,1.r.f)Nf' : Minor Lane/Major Mvmt "NBT -NBRWBLnj -SBL SMT - - -- "-r--"-=-•--· · ···;r:··0 '··"-··,',-" ·,···,:':,pe··r·· Capacity (veh/h) ... . -· - aw - -1490 - *:i i,*Allill/*'=· A-k .th_: -•1•ur 2,26 4 HCM Lane V/C Ratio - - -0.016 - HCM Control Delay (s) - -0 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) 3 -210 - - 0 ..F lilli............ Synchro 10 Report KMK HCM 6th TWSC 2020 Total 1: Benton Street & W. 35th Avenue PM Peak Intersection """'?-,•, Int Delay, s/veh 2.8 Movemeni' EBT-EBR WBL WBT WBR 14812 NB¥-NBR - -80[79Bf'-58R -"I Lane Configurations + 4 + 4 Traffic Vol, veh/h 1 47 7 4645 2 15 5 5 14 5 ..:......I'.aMI Future Vol, veh/h 1 47 7 4645 2 15 5 5 14 5 Conflicting Peds, #/hr t, 0 0 0 0 0 0 0 0 0 0 0 0 i Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized * - -None - -None - -None - -None 1 Storage Length - -I - I - I - - - - - Veh in Median Storage, # - f.p. 0 54I..- 0 2! - i'* 0 IlIl U. Grade, %-0--0--0--0- Peak Hour Factor .* 70 70 70 70 70 70 70 70 70 70 70 70 Heavy Vehicles, %222222222222 Mvmt Flow 1 67 10 6 91 7 3 21 7 7 20 7 + Major/Minor vlw'Majorl '"Ii"I"'Im" Major2'I/N' Minorl'Minor2"" Conflicting Flow All 98 0 0 77 0 0 194 184 72 195 186 95 Stage 1 illh - - - - - -74 74 - 107 107 .i - 14 , 4 Stage 2 - - - - - -120 110 -88 79 - Critical Hdwy 4.12 ,4 - 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 - Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - - - --h - 6.12 5.52 -6.12 5.52 -All Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1508 2 1522 F- ¥ -' 799 731 990 798 730 996 - Stage 1 - - - - - -935 833 -927 821 - F Stage 2 11 - - :*- - 1 - 912 818 %. - 920 829 .............. Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1508 -I - 1522 - -773 728 990 771 726 996 1 Mov Cap-2 Maneuver - - - - - -773 728 -771 726 - k Stage lici .* - - - - - *-934 8324 - 926 817 - 4I Stage 2 - - - - - -879 814 -889 828 - HCM Control Delay, s 0.1 0.4 9.8 .9.8 HCM LOS A A Ihiks -gii , 64 N#Abili@Malor Mi,int-- NBEriT -EBIL 'ENT EBR-WBL"WST-4"WBRSEIC1Mm,ImmIlll#lilImmlilmmV F<:Mi Capacity (veh/h) 06. 779 1508 - -1522 - -780 ..4...2,|"'£il""11.'&'.:/1-1,ill"'&.#..'Ulii'.. HCM Lane WC Ratio 0.04 0.001 - -0.004 - -0.044 HCM Control Delay (si' 9.8 7.4 0 -7.4 0 *- 9.8 , HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) / 0.1 0 - - 0 - -0.1 i Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2020 Total PM Peak Intersection ·-·-- -·- Int Delay, s/veh 4.2 MovemeriEBL EBT-EBR WBC 'WBT WBR NBC' NBfliBR SBE™501'-EBR *1.. Lane Configurations + 44 44 + Traffic Vol, veh/h ,40, 5 45 5 7 8 57 4 81534 6 8 7 4/ Future Vol, veh/h 5 45 7 8 57 4 81534687 Conflicting Peds, Whr 0 0 0 0 0 0 010 0 0*0 0 -/I'll"ll Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized , - -None - -None - -None -I - None j Storage Length - - - - - - - - - Veh in Median Storage, # - 0 /0 0 -0* - 0 - .0. - Grade, %-0--0--0--0- Peak Hour Factor 70 70 70 70 70 70 70 *70 70 70 70 * 70 Heavy Vehicles, %222222222222 Mvmt Flow.p• 7 64 10 11 81 6 11 21 4.49 9 mall 5 10 , Major/Minor 1 Majorl I Major2 "! Minorl -vlllilf Minor2 --»m -·n-··.------..+..--.m Conflicting Flow All 87 0 0 74 0 0 200 192 69 224 194 84 Stage 1 1 - 44*; - *0* - 83 83 -: 106 106 4 Stage 2 - - - - - -117 109 -118 88 - Critical Hdwy i.{1 4.12 . -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 " Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ; 1 -6.12 5.52 -6.12 5.52 * - -- It - - - Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1512 1 - 1 1526 - -766 707 994 738 705 983 Stage 1 - - - - - -925 826 -906 810 - F Stage 2 -V'-FV - Pt ¥ -1 - 894 807 4 - 887 822 Platoon blocked, % 1 - - - - 1 1 111 Mov Cap-1 Maneuver 1512 - -1526 -1 - 741 698 994 679 696 .i. 983 N Mov Cap-2 Maneuver - - - - - -741 698 -679 696 - £ Stage 1 - ' - -29 - 920 822 8 - 901 804 ' - i Stage 2 - - - - - -865 801 -818 818 - wr=-1-No .... ob-----, HCM Control Delay, s. 0.6 4,I„„-,ad„,a 0.9 -9.6 9.9 -.-. ..- a ..k HCM LOS A A & Rdrl.An@/Ma 67 vVAi l""- NRGirFENC"El*f - Emf'WBE *T WMRSM[Ki · - Capacity (veh/h) th#*Mai*Imf 857 1512 - -1526 765 ./. 1-k .*:.al HCM Lane V/C Ratio 0.095 0.005 - -0.007 - -0.039 HCM Control Delay (s) lE 9.6 7.4 9 0 *< -'54 7.4 11" 0 /- 9.91, HCM Lane LOS AAA-AA-A HCM 95th %tile Q(veh) .0 0.3 0 - -0 +46 -0.1 ////////////////////////////// .%. Synchro 10 Report KMK Timings 2020 Total 3: Sheridan Boulevard & W. 35th Avenue PM Peak t\·,1 Lane Group EBLlf EBT¥ WBL '· WBT 9NBL1|F NBT'¥ SBL *SBT 111 Lane Configurations 4 + f *t•9 +1• Traffic Volume (vph) 30 1. 25 34 + 19 10 34 ; 1585 * 20 1580 4 Future Volume (vph) 30 25 34 19 34 1585 20 1580 Turn Type Perm NA Perm NA Perm NA Perm NA 1 Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 . Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 1 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0Total Split (96) 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 41 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 > 5.0 5.0 5.0 5,0 5.0 3 Lead/Lag Lead-Lag Optimize? , v'.„·*#91#i,m,w Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s) 9.2 9.2 73.9 73.9 73.9 73.9 Actuated g/C Ratio 0.10 0.10 0.82 0.82 0.82 0.82 v/c Ratio U 0.51 0.44 0.20 0.59 0.12 0.58 t Control Delay 34.0 42.2 6.2 5.0 4.7 5.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.0 42.2 6.2 5.0 4.7 5.0 LOS D . A A a#, A Approach Delay 34.0 42.2 5.0 5.0 r>1.Approach LOS , C ,,i D Ili A .1,411 I Intersection Summarf-1- Cycle Length: 90 1.·...'·i /.»/.4...01.- .i i-4-1-=- 1 L ' ,lau Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green 1,4 Natural Cycle: 60 Control Type: Actuated-Coordinated - Maximum v/c Ratio: 0.59 Intersection Signal Delay: 6.5 ™ > Intersection LOS: A j Intersection Capacity Utilization 58.9%ICU Level of Service B Analysis Period (min) 15 11-6 ..'Millillillillillillillillillillilillillillillillillillilillill22.Re., Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue ' 029)-04 555 ..1.,.,,,, . - * 06 (R)08 - e . 1 27, 4.:, *U':U'. 0..0 3,%1 11'16//N : d"Clw,1;1 1 21/1 1 Synchro 10 Report KMK HCM 6th TWSC 2020 Total 4: Benton Street & W. 33rd Avenue PM Peak Int Delay, s/veh 5.2 Movemeni...",1.EBL EBT-EBR WBL WBT'-WBR-NBC- NAT'NBR SBC-'5BT-50R7 Lane Configurations 44 46 4 + Traffic Vol, veh/h 5 14 0 5 1 "10 2 0 18 1 1 4 14 2 Future Vol, veh/h 5 14 5 1 10 2 0 18 1 1 14 2 Conflicting Peds, Whr -6 0 0 0 0 0 0 0 0 0 *0.0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized 4*Aw.**bt-Y - None -alllk None - +None - -None Storage Length - - - - - - - - - - - - Veh in Median Storage, # -0.4- -4,0.F=.- 0.... - 0.............. Grade, %-0--0--0--0- 2,4 Peak Hour Factor * 70 70 70 70 70 70 70 70 Heavy Vehicles, %22222222 Mvmt Flow , 7 20 7 1 14 3 0 26 70 70 70 . 70 i 2222 1 1 *20 ,*3 Major/Minor % Majorl M' Major2 72, Minorl"' MinorZ'7 Conflicting Flow All 17 0 0 27 0 0 67 57 24 69 59 16 li,: Stage 14 - - th - - - .4 - 38 42 38 *f: 18 #118. Stage 2 - - - - - - 29 19 - 51 41 - Critical Hdwy 4.12 -6, 4.12 .. - -7.12 6.52 6.22 7.12 6.52 6.22 1 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 2 - -2 - - -A - 6,12 5.52 . 6.12 5.52 ...lili-1... Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1600 i - 1587 - -926 834 1052 923 832 1063 , Stage 1 - - - - - - 977 863 -1001 880 -/ Stage 2 IllL ¥'3'31.".Fy.WI/'"' 988 880 962 861 5-1r Platoon blocked, % - - - - Mov Cap-1 Maneuver 1600 - -1587 -* - 903 830 1052 896 828 1063 ., Mov Cap-2 Maneuver - - - - - -903 830 -896 828 -& Stage 1 - >F - --I - '° 973 860 - 0 997 879 - Stage 2 - - - - - -962 879 -928 858 - Abib"&817:HCM Control Delay, s 1.5 ... 0.6 9.4 9.3 ,·62 HCM LOS A A Mihdr Lane?Major MOrti J.=:-ABLrii-EBL - EMT-EBR" WBIN WST'-WRRSB[iir' Capacity (veh/h) wili,-„, 839 1600 - ,1587 - -854 ./ HCM Lane V/C Ratio 0.032 0.004 - -0.001 - -0.028 HCM Control Delay (s) 1 9.4 7.3 0 - 7.3 0 W - 9.3 i HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 0.1 ' 0 · -- 0*- -F 0.1 g Synchro 10 Report KMK HCM 6th TWSC 5: Ames Street & W. 33rd Avenue 2020 Total PM Peak Intersection Int Delay, siveh 4.3 ·*.?2/6./.'*I'*/ Movement'' EBL EBT EBR WBL WBT" WBR NBC* NBf"NBR SBL SBT SBR '--'--"-- Lane Configurations 4 + 4 44 Traffic Vol, veh/h 3 , 12 1 4 10 30 2 17 0 6 13 ,0 2 .,Al Future Vol, veh/h 3 12 1 4 10 30 2 17 0 6 13 2 Conflicting Peds, #/hr 0 0.+ 0 0 0 0 0 0: 0 0 0 + 0 til-&.-- Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized j - -None - -None - -None '*' - * - None 1 Storage Length - - - - - - - - - - - - Veh in Median Storage, # 0' 0 .¥2 ' 0 1Ld, . MIO 1 -* 01R* Grade, %-0--0--0--0 Peak Hour Factor ¥ 70 70 * 70 70 70 ' 70 70 70 70 70 70 * 70 Heavy Vehicles, %222222222222 Mvmt Flow j 4 17 1 6 14 43 3 24* 0 9 19 '443 Major/Minor ' Major' Major2 " Minorl Minor211111 Conflicting Fiow All 57 0 0 18 0 0 85 95 18 86 74 36 * Stage 1 1 - - - - - ' -26 4%26*' - 48 48 4'd Stage 2 - - - - - - 59 69 - 38 26 - Critical Hdwy 4.12 . * -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - '""I. - p-- -11.- 6.12 5.52- 6.12 5.52 'M -: Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1547 /- 6- 1599 * - -901 795 1061 900 816 1037 -d Stage 1 - - - - - - 992 874 -965 855 - / Stage 2 - -953*' 837 9*-- 977 874 41 Platoon blocked, % - - - - Mov Cap-1 ManeuveF 1547 -3 - 1599 - -878 789 1061 874 810 1037 111111111111111111111 Mov Cap-2 Maneuver - - - - - -878 789 -874 810 - - 989 871 5 -962 852 9 - ., Stage 1 Stage 2 - - - - - - 926 834 -947 871 - 4... 'll-.....·6 -=-2 i- ,/0.44.1 Approach"v""I'll'll'll"ED#.ill"'"I"IN""Im'VUMM "9""Imillill""I.Rer'll'll...Ill'.m/'ter"ll""Ill""Ill'll'll.'ll""Ill"'ll'll'll HCM Control Delay, s 1.4 0.7 9.7 9.44. -I.,I ah HCM LOS A A Minor Lane/Major Mvmt --NOLnl-"EBL- EBT EBR"WBE-WBT WBR SBLhl'" Capacity (veh/h) ,„798 1547 - -1599 - -845 .-. HCM Lane WC Ratio 0.034 0.003 - -0.004 - -0.036 HCM Control Delay (s) 1 9.7 7.3 .0 0 7.3 0.4- -9.4 HCM Lane LOS AAA-AA-A HCM 95th %tile Q(vehf 0.1 0 - - 0 - -0.1 !*Ai Synchro 10 Report KMK HCM 6th TWSC 2020 Total 6: Sheridan Boulevard & W. 33rd Avenue PM Peak Int Delay, s/veh 1.5 Movement'I EBL EBT- EBR WBL WBT WBR NBL NBT" NBR SBC "bBY-SBR MIFIIIMIMVIMMIMMI Lane Configurations 4, 4, 'i *t•9 +t' Traffic Vol, veh/h j., 1 0 26 4 0 6 40 1645 2 9 1635 8 Future Vol, veh/h 1 0 26 4 0 6 40 1645 2 9 1635 8 Conflicting Peds, #/hr * 0 0 0 0 0 0 0 0 0 0 0 0 - Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized -None - -None -g - None - -None .5 Storage Length - - - - - - 0 - 0 - - Veh in Median Storage, # - 0 - - 0 - -0* - .0* - Grade,%-0--0--0--0- Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 . Heavy Vehicles, %222222222222 Mvmt Flow 1 0 27 4 0 6 42 1732 2 9 1721 8 f Major/Minor Minor2 ' Minorl l. Majorl ?11- Major21 Conflicting Flow All 2693 3561 865 2696 3564 867 1729 0 0 1734 0 0 » Stage 1 i:* 1743 1743 : 1817 1817 - - -„.4.Im./18 - Stage 2 950 1818 -879 1747 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - -4.14 -- Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 ------- Critical Hdwy Stg 2 * 6.54 5.54 -6.54 5.54 - . .1 - '%'' . . - ..... Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver + *10 *0 *413 *10 *0 296 *618 - - 359 r; - - f Stage 1 *389 *341 -*81 *128 ------- Stage 2 :'tlm. *280 *128 -*389 *341 - - - ... -- -"Z, Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuvd . *9 *0 *413 ' *8 *0 296 *618 - -359 -* - i Mov Cap-2 Maneuver *9 *0 -*8*0 ------- Stage 1 - *363 *333 *- *75 *119 *- - - - ...1 - 2e Stage 2 *255 *119 -*354 *333 ------- Approach' - -·-····j'-35' HCM Control Delay, s 33.4 ..._ $333.5 0.3 0.1 _ j b a HCM LOS D F Minor Lane/Major Mvmt --RIBL-NBT " NBR EBLnlWBLnl - SBC-5-BU-SBR------ Capacity (veh/h)*618 . -155 19 359 -·, ·i... - -' ./*£.1.'.e HCM Lane V/C Ratio 0.068 - -0.183 0.554 0.026 - - HCM Control Delay (s) 1- 11.3 I - -33.4$333.5 15.3 ° - - HCM Lane LOS B--DFC-- HCM 95th %tile Q(veh) 0.2 „., - 4, - 0.6 1.5 0.1 1 - .........11.1.1.. -: Volume exceeds capacity $:Delay exceeds 300s +: Computation Not Defined i: All major volume in platoon _ s•.- - Synchro 10 Report KMK HCM 6th TWSC 2020 Total 17: North Site Access & W. 35th Avenue PM Peak Intersection"' Int Delay, s/veh 0.7 Movement' EBR WBC"WBT NBE-NBR -' Lane Configurations t.4 ¥ Traffic Vol, veh/h * 85 0 0 67 2 10 i Allb .-al Future Vol, veh/h 85 0 0 67 2 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized 4* - None -None -None f Storage Length - - - - 0 - Veh in Median Storage,# 0 - i- 0*0 - l.......................... Grade, %0--00- Peak Hour Factor * 60 60 60 60 60 60 1 Heavy Vehicles, %222222 Mvmt Flow AbiL... 142 0 0 112 3 17 Major/Minor 9r- Majorl -"'Major2 -" MinorlI Conflicting Flow All 0 0 142 0 254 142 h. Stage 1 . -lL,Alb:> :/ -..-142 Stage 2 - - - -112 - Critical Hdwy -4.12 -6.42 6.22 1 Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 f - .- - - -5.42 - Follow-up Hdwy - -2.218 -3.518 3.318 Pot Cap-1 Maneuver - ** 1441 ¥ - 755 906 6 Stage 1 - - - -885 - P Stage 2 :-1- -930 * - 5 Platoon blocked, % - - - 1 Mov Cap-1 Maneuver / - -1441 -755 906 Mov Cap-2 Maneuver - - - -755 - m, Stage 1 -885 - f. Stage 2 - - - -930 - HCM Control Delay, s .0 0 . 9.2 ..,...A/tal/* A., -$./.'./.'=/10.A HCM LOS A Minor Lane/Major Mvhit-- NBLA-1TFBT- --EBR-WMi,W@r" Capacity (veh/h) .4.-877 j. - a· - 1441 227 6. HCM Lane V/C Ratio 0.023 - - - HCM Control Delay (s) -. 9.2 2 - -0 12.- - , HCM Lane LOS A--A- HCM 95th %tile Q(vehf 0.1 ' - - 0 - Synchro 10 Report KMK HCM 6th TWSC 2020 Total 19: Ames Street & West Site Exit PM Peak Int Delay, s/veh 1.1 MovemenE' WBR'NBT NBR'SBC'SBT " Lane Configurations ¥ + + Traffic Vol, veh/h wl. 4 5 41 Oi¢ 0 22 , d.Future Vol, veh/h 4 5 41 0 0 22 Conflicting Peds, Whr % 0 0 0 000' Sign Control Stop Stop Free Free Free Free RT Channelized /-Ill-* None -None -None Storage Length 0 - - - - - Veh in Median Storage, # 0 PA 0,. 0 .. Grade, % 0 - 0 - 0 Peak Hour Factor # 60 60 60 60 60 60 1 Heavy Vehicles, %222222 Mvmt Flow di 7 8 68 0 0 37 f Major/Mirlor 4 Minorl MajorliMajorl 'M'llliil,ililliiillllillli'ImiIV Conflicting Flow All 105 68 0 - - - Stage 1 .:,1 68 64. Stage 2 37 - - - - - Critical Hdwy · 6.42 6.22 - - - - 1 Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 9 5.42 "" -1 . -110 - 6: - =-- -. ----- Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver *893 995 0 Stage 1 955 - - 0 0 - /' Stage 2 985 -...2,4%- 0 0 * -'r ilk· Platoon blocked, % - - Mov Cap-1 Maneuver ' 893 995 /- Mov Cap-2 Maneuver 893 - - - - - a. Stage 1 u. 955 * - - - *- 4 Stage 2 985 - - - - - AbriM£-179•M• WB62,Impp ATB-'1 - HCM Control Delay, s 8.9 •*Il"'- :,]6./G2· ..46/I'.116 U HCM LOS A kinbr Lane/MajoiMVmtmi" NB¥#81.HT- 1*I.. Capacity (veh/h) ..,ai,Illiiliill - 947 I ..2/*/*MI/*/Ill'"/,€-L'*............. .-11.29.....a .../Illi# -"."*." HCM Lane V/C Ratio -0.016 - HCM Control Delay (s) 5 - 8.9 - HCM Lane LOS -A- HCM 95th %tile Q(vdtijl -' 0 L·M Synchro 10 Report KMK HCM 6th TWSC 2020 Total 21: Ames Street & West Site Entrance PM Peak Intersection ™'' Int Delay, s/veh 0.8 Movemenf*'illllilllmvWBL WBR-NBT " NBR -=SBE -SBT"'M Lane Configurations ¥ t• 4 Traffic Vol, veh/h ·1*@ 0 0 46 8 9 21 11.........h;...7%-41-92*--- Future Vol, veh/h 0 0 46 8 9 21 Conflicting Peds, #/hr 0 0 0 O 0 0 -1111- Sign Control Stop Stop Free Free Free Free RT Channelized * -None -None -None f Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 . -0 - Grade, % 0 0 - - 0 Peak Hour Factor £ 60 60 60 60 60 60 Heavy Vehicles, %222222 Mvmt Flow . 0 0 77 13 15 35 6 Major/Minor©''M" Minorl "'-3Vlajorl '-- Majorf'-I Conflicting Flow All 149 84 0 0 90 0 b. Stage 1 84 - - - - --@:.-:"i..=..G,-I...': A.'ll:'ll. Stage 2 65 - - - - - Critical Hdwy j. 6.42 6.22 / - -4.12 - -. Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 £ 5.42 -2,-2.- I - Follow-up Hdwy 3.518 3.318 - -2.218 - Pot Cap-1 Maneuver ' 843 975 'F;- - - 1505 * - Stage 1 939 - - - - - Stage 2 1 958 * - -'44 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 835 975 4 - -1505 - 2 Mov Cap-2 Maneuver 835 - - - - - & Stage 1 , 939 - - - - Stage 2 948 - - - - - HCM Control Delay, s 0 0 2.2 .- a,w .k' I.'... =4,/Il. .·.&.I. t-,a.·.. ./d./.... HCM LOS A Minortane/Major MvihT-- 0RBT-NARWB[ir"52"5MT"-- Capacity (veh/h) -r - 1505 -.. I: HCM Lane V/C Ratio - - -0.01 - HCM Control Delay (s) - 6- 0 7.4 0 1 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) 1 - '- -0. -J- Synchro 10 Report KMK HCM 6th TWSC 1: Benton Street & W. 35th Avenue 2040 Background AM Peak Intersection"' Int Delay, s/veh 3.1 Movement '---- EBL EBT-EBR WBL WBT WBR NBL NBT "ABR SBL - SBT-SBR -flllIIHIlll Lane Configurations + 44 + 4. Traffic Vol, veh/h /.1 36 1 1212671392 -..0,89,411/1 Future Vol, veh/h 1 36 1 1212671392 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 0 0 4 0 0 -1-/1,- Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized *i. - -None .e - None. AA- -None '1 None Storage Length - - - - - - - - - - - - Veh in Median Storage, # -9 0 - -o wil# - allillif 01g- Wil"TRIMP 0 9,"Ihi;£ dillillillillillillillillill Grade,% 0 - 0 - - 0 - - 0 - Peak Hour Factor 70 70 70 70 70 70 70 70 70 70 70 70 i Heavy Vehicles, %222222222222 Mvmt Flow ..id 15111303 9 10 1 4 *13' 3 i Major/Minor Majorl 4Major2 Minorl 4IMI Mino,2 Conflicting Flow All 33 0 0 52 0 0 96 89 52 93 88 32 ;Stagel idlf -.i. -1. 54 54* - 34 34 li; Stage 2 - - - - - - 42 35 59 54 - Critical Hdwy ?I 4.12 ¥78%< 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 , Critical Hdwy Stg 1 - - -6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 , - - -6.12 5.52 # 6.12 5.52 *- Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1582 9 - A. 1554 £'Ir-·- 896 807 1016 900 808 1050 Stage 1 - - - - _--958 850 -989 870 - / Stage 2 - '"'- 1, - /t. 9.t'- 980 870 t' 953 850 Fot, Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1582 0 - 4% 1554 - - 881 806 1016 889 807 1050 0@ Mov Cap-2 Maneuver - - - - - -881 806 -889 807 - b Stage 1 -8 - 957 849 air.9 988 869.-.. Stage 2 - - - - - -962 869 -940 849 - Approach™ WB,Immi-.IMW-ZIMMI.IM,HI#SS.. HCM Control Delay, s 0.2 ,. 9.3 a. 9.3 . HCM LOS A A b. 1 11 .W Minor Land/Major-MviliFr NBLnl-EBL EB¥--EBR-WBC -rWAT- WBRSB[ii#"- Capacity (veh/h) t,,.,a 850 1582 . HCM Lane WC Ratio 0.024 0.001 HCM Control Delay (s)'1 9.3 7.3 - HCM Lane LOS A A HCM 95th %tile O(veh)'i 0.1 0 - - 1554 w,w., - 852 -1 ...... . 1-2--,D. --- - - 0.001 - -0.023 0 - 7.3 70 -9.3. A-AA .A - 0 - -0.1 Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2040 Background AM Peak Intersection .......... Int Delay, s/veh 3.6 Movemenl-'1-Er EBL'EBT"*BR WBL WBrWBR ENBC-NB¥"ABR 971.SBE-'507-SBR--"' Lane Configurations 44 44 + 4, Traffic Vol, veh/h , 1 34* 4 1 17 1 1 12 8 3*842 11.. Future Vol, veh/h 1344 1 17 1 1 12 8 3 8 2 Conflicting Peds, #/hr / 0 0 0 0000000003 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - -None - -None / 3 None /-41 None f Storage Length - - - - - - - - - - - - Veh in Median Storage,# -12% 0 i 0 4- or -.1 - - 0- Grade, %-0--0--0--0- Peak Hour Factor * 80 80 80 80 80 80 80 80 80 80 *80 © 80 Heavy Vehicles, %222222222222 Mvmt Flow q 1 43 5 1 21 1 1 15 * 10 4*103 I Major/Minor-'"Illi" Majorl "IMIImIIIrMajor2 "IIllIV Minorl '91"Ii'IiI'I" Mnor2'' ··.·-7-q-· :x--·;e··",e-,* ·-w-- p.ll Conflicting Flow All 22 0 0 48 0 0 78 72 46 84 74 22 Ila,. Stage 1 AllI*64a,. -. - * - - .-••» 48 48 lillib 24 , 24 ,dillillillilill . dlli Stage 2 - - - - - - 30 24 - 60 50 - Critical Hdwy < 4.12 *4··tl. 4.12 i4 7.12 6.52 6.22 7.12 6.52 6.22 i Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2. - * 0.· t.. - . - 6.12 5.52 ** - 6.12 5.52#-fi Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1593 ./. 1559 9, - -911 818 1023 903 816 1055 1 Stage 1 - - - - - -965 855 -994 875 - ./ p Stage 2 - Platoon blocked, % - - Mov Cap-1 Maneuver 1593 '' - 1/ - 1559 Mov Cap-2 Maneuver - - - - Stage 1 - - - Stage 2 987 8751319 951 853 1M 899 816 1023 880 814 1055 4 899 816 -880 814 - 964 854 F-' 993 8742 1 972 874 -924 852 - *®-foact.gallill""Im'"1,1,1'll'll'll'll'llill'*rfi'll"'ll'"Ilill""P6 HCM Control Delay, s 0.2 - 0.4 .04.1....'/*:u-9.2 -- 9.3 **„6.,.„,...... Ii, 6 HCM LOS A A Min-dr Ck,ne/Majdr Mvm ' »""'"-NB[Rl" ERL - E-8¥'72' EBR"WBE WBT' WBR-861:fil'VIIHI.liIM. IMIII,IiIm9 Capacity (veh/h) - ,....- 888 1593 - -1559 Ic -859 'Ah '::': 441*"6· ,-a.. .4.6...4.6-,a:./.1, HCM Lane V/C Ratio 0.03 0.001 - -0.001 - -0.019 HCM Control Delay (s)' 9.2 * 7.3 + 0 0 -1 7.3 9 0 * - * 9.3 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) i, 0.1 2 0 -,1-*0*f-r,[0,1, Synchro 10 Report KMK Timings 2040 Background 3: Sheridan Boulevard & W. 35th Avenue AM Peak t\-1 Lane Group -1 EBL EB'FF WB WB-r 1.NBL¥ NBT ' SBL *SBT ' Lane Configurations 44 44 'i +01*li *t• Traffic Volume (vph) 't 9 * 9 26 10 9* 6 1270 13 1570 11111111111111111111111111111 Future Volume (vph) 9 9 26 9 6 1270 13 1570 Turn Type Perm NA Perm NA Perm NA Perm NA L Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 ' --L-' - Detector Phase 4 4 8 8 2 2 6 6 '#I.'I.W.63 Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 4 23.0 23.0 23.0 23.0 23.0 * 23.0 23.0 23.0 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (°,6) 29 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% i Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) . 5.0 5.0 5.0 5.0 5.0 5.0 -, Lead/Lag Lead-Lag Optimize? _ '7"""'F'* Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s) 1 7.7 7.9 78.5 78.5 78.5 78.5 ' 1 Actuated g/C Ratio 0.09 0.09 0.87 0.87 0.87 0.87 a 0.36 0.03 0.45 0.05 0.55 1111v/c Ratio --1 Control Delay 26.2 38.2 2.7 2.9 2.7 3.6 Queue Delay 0.0 / 0.0 0.0 0.0 0.0 0.0 Total Delay 26.2 38.2 2.7 2.9 2.7 3.6 LOS Ci DAAAA Approach Delay 26.2 38.2 2.9 3.6 Approach LOS . C Lb D d A .„..., A i,ji Intersection Summary .''"".-./m"./F".N..m.W<,9---/-·- ··'-:·/1.,1- -*,-1.-el€F,fp:----¥ 11...8%'y/-·:··.·':«'·· i··3.-··p? „e·. · · .-'-P..MI Cycle Length: 90 ...'.2 ./.-dy. i.'',12128/£*·c,sr,W.C..uU'.....Ufft·,)al<Uirk,06-! - .·:»,£.,&1- Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green f Natural Cycle: 60 Control Type: Actuated-Coordinated ] Maximum Wc Ratio: 0.55 Intersection Signal Delay: 4.2 Intersection LOS: A 1!e, Intersection Capacity Utilization 57.6%ICU Level of Service B Analysis Period (min) 15 - Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue t02 R) 06 R) -Ir)4 EZE 16"'MS ;/FMMM li. 2 ...1,? 1./INIFTE-1// 1 Emvica/Aj,"64 !4] 08 mit.'- . I.,li.J·u: 1:43. :. -9/impo Al'Lit i. ·· 194*1 1 255 1 1 Synchro 10 Report KMK HCM 6th TWSC 4: Benton Street & W. 33rd Avenue 2040 Background AM Peak Int Delay, s/veh 4.8 Movemenf' EBY-EBR WBL WBT WBR NBE NBY"NBR SBL '44'.5B1'SBR-*1 Lane Configurations 4 + 4 + Traffic Vol, veh/h 1 6 1 1 7 2 3 3*1 +,6 4 1 i Future Vol, veh/h 161172331641 Conflicting Peds, #/hr 0 0, 0 000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized ./ - -None 1 - None - -None : - h - None 111111111111111111111 Storage Length -I - i - - - 1 - - - - Veh in Median Storage, # -0 --' - 0 .4 ... 0.....8** 00 - i Grade, %-0--0--0--0- Peak Hour Factor / 75 75 75 75 75 75 75 75 75 75 4.75 75 , Heavy Vehicles, %222222222222 Mvmt Flow 181193441 8 5* 1 Major/Minor 1 Majorl 11, Major2 vilmilr Minorl'willmlw' MinorZ '™ Conflicting Flow All 12 0 0 9 0 0 27 25 9 26 24 11 Stage 1, - i. #IN.Il#- 20'-- : 11 *11 * - 13:* 13 c-%7 Stage 2 - - - - - - 16 14 - 13 11 - Critical Hdwy j 4.12 . * -4.12 33,1 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2. - - -- 6.12 5.52 -6.12 5.52 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1607 -- * -1611 ""- - 983 868 1073 984 869 1070 .i Stage 1 - - - - - -1010 886 -1007 885 - / Stage 2 19 - --7* - 1004 8841 1007 886- i,i Platoon blocked, % - - - - Mov Cap-1 Maneuver 1607 - -1611 - -976 866 1073 978 867 1070 . Mov Cap-2 Maneuver - - - - - -976 866 -978 867 - ..,. Stage 1 1 - 21/% -. ™. - 1009 885 )- 1006 884* -41*1 Stage 2 - - - - - -996 883 -1000 885 -AiT#833-HCM Control Delay, si. 0.9 ,._ .-0.7 -8.9- -8.9 ..W 'Jk--6..-.t. ./.*al HCM LOS A A LS - Minar"Lane/&*FIGvm-J-"NFEr"EBE -Eff -"60R-'WBC-WWT-WeR SBER. Capacity (veh/h) ta..i„, 937 1607.6„cw- X25- 1611 - -942 HCM Lane WC Ratio 0.01 0.001 - -0.001 - -0.016 HCM Control Delay (s) 3 8.9 7.2 * 0 -7.2 2 0 ·*-48.9 j HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh)7 0 m 0 - .0 1 Synchro 10 Report KMK HCM 6th TWSC 5: Ames Street & W. 33rd Avenue 2040 Background AM Peak Intersection ' Int Delay, s/veh 5.1 Movement" EBL EBT™'EBR WBL WBT WBR NBC NBT-NBR SBE-55*f- SBR Lane Configurations + 44 + 4 Traffic Vol, veh/h ·:.i40* 1 10 0 164272*482 Future Vol, veh/h 1 10 0 1 6 4 2 7 2 4 8 2 Conflicting Peds, Whr 0 0 0 0 0 0 0 00900 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized ( None - -None 4 - -None - -None 1 Storage Length - - - Veh in Median Storage, # - r 0 *- - 4:, 0 -··144*,- 0 O * - -fGrade, %0--0- 0 0- Peak Hour Factor J» 75 75 75 75 75 75 75 75 75 75 75 75 Heavy Vehicles, %222222222222 Mvmt Flow *,1 13 0 1 8 5 3 9 3 5 11 t..3 Major/Minor Majorl 1ajor2 0'"' Minorl "' Minor2"" Conflicting Flow All 13 0 0 13 0 0 35 30 13 34 28 11 hbit Stage 1 .,.. - :.ij? - ;- 15 15 10 - 13Stage 2 - - - - - - 20 15 21 15 - Critical Hdwy 3.. 4.12 - -4.12 - *-7.12 6.52 6.22 7.12 6.52 6.22 0 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - . ¥7 9.Critical Hdwy Stg 2 - - -6.12 5.52 4 - 6.12 5.52 - 411 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1606 · ---19*- 1606 - 971 863 1067 973 865 1070 Stage 1 - - - - - -1005 883 -1007 885 - MI Stage 2 VI/L - - -999 883 FY' 998 883 P" Platoon blocked, % - - - - Mov Cap-1 Maneuver 1606 - -1606 - -958 861 1067 961 863 1070 i Mov Cap-2 Maneuver - - - - - -958 861 -961 863 - . Stage 1 1 - 33 - . - -1- 1004 882 * - 1006 884 0- Stage 2 - - - - - -984 882 -984 882 - Approach'B'0' HCM Control Delay, s 0.7 i.=s 0.7 .i 9 -06 HCM LOS A A Minor Lane/Major-MvmfF r ABL-hl-*BL --EBT -EBR190[-T 3/VAT--WMR 50UiT'™-,- Capacity (veh/h) , w,z„„„i,„ 910 1606 ,i....e. 1606 - -915 .... -gLU di HCM Lane V/C Ratio 0.016 0.001 - -0.001 - -0.02 HCM Control Delay (s) 9 * 7.2 0 -i..7.2 +0-* 9 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(vehj 1 0 "7 0 - - 0 --1. 0.1 E Synchro 10 Report KMK HCM 6th TWSC 6: Sheridan Boulevard & W. 33rd Avenue 2040 Background AM Peak Intersection' Int Delay, s/veh 3.7 Movement' EBL EBT"EBR WBE WBT WBR NBL NBT-RBR SBC'"'561-SBR"' Lane Configurations + 46 vi 9 +$* Traffic Vol, veh/h .44 9 1 24 1 1 3 *6 1275 2 6 1605 9 4...."6' il. Future Vol, veh/h 9 1 24 1 1 3 6 1275 2 6 1605 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 04 0 0 0 ' 0 taillillillillillillillillillillillillillillillillillillillill. Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized i None - *-None acul* - None , - Il None Storage Length - - - - - O - - 0 - -Veh in Median Storage,# >4%4/ 0 9-200 # - :0 i Grade, %-0--0--0--0- Peak Hour Factor * 93 93 93 93 93 93 93 93 93 93 93 93 1 Heavy Vehicles, %222222222222 Mvmt Flow .L 10 1 26 1 1 3 6 1371 2_6 1726 4 10 '0€262 Major/Minor ="llil"' Minor2 -"Illit:ll1I""w Minorl 1.. Majorl 'IPil1"Ip- Major2;' Conflicting Flow All 2441 3128 868 2260 3132 687 1736 0 0 1373 0 0 Stage 1 Al 1743 1743 up · - 1384 1384 ..4, - iy.,- -*-./I'llik/ Stage 2 698 1385 -876 1748 - - - - - - - Critical I·idwy / 7.54 6.54 6.94 7.54 6.54 6.94 4.14 -* -4.14 -- Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 ------- Critical Hdwy Stg 2 ¥ 6.54 5.54 -- 6.54 5.54 - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver *30 *3 *413 *68 *3 389 *618 1! - 496 Ili'.. Stage 1 *389 *341 -*151 *209 ------- Stage 2 *397 *209 * - *389 *341 Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver *21 9 *413 *45 *3 389 *618 . - 496 - E-Illillillillillillillillillillillillillillillillillill Mov Cap-2 Maneuver *21 *3 -*45 *3 ------- L Stage 1 *385 *337 -*149 *207 7 - Stage 2 *388 *207 -*359 *337 ------- Approadfiqmalm'IIHIFTB4-,Im'I.H.Illl''IIHIIMIW 8 HCM Control Delay, s 257.7 , $ 375.8 _ab 0.1 -b. 0 '4*. '#'/:.....82'/'":':Ill I =4. I.Ni HCM LOS F F Minot-Larielu*Fi Emr--NNE, 8¥- *#BRE0[niWBER. 2-50E'187-501*vi'",M,1ImmimiM""IlV Capacity (veh/h) , , 0,,_,„„* 618 . - -41 14 496 - - :*!h: 49.'ll'/&'t ..U- ·LE. .k, ,, .L.• HCM Lane V/C Ratio 0.01 - -0.892 0.384 0.013 - - HCM Control Delay (sf'!1 10.9 9 - 257.7$ 375.8 · 12.4 Li T HCM Lane LOS B--FFB-- HCM 95th %tile Q(veh) & 0 . - - 3.4 3,.1 0 :4...0 Notes -: Volume exceeds capacity $:Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon ...1-8 Synchro 10 Report KMK HCM 6th TWSC 1: Benton Street & W. 35th Avenue 2040 Background PM Peak Intersection Int Delay, s/veh 2.9 Movement"' EBL EBT--IEBR WBL WBT WBR NBL NBT-NBR SBL-SB'r'-'58R 'WII.Ill#Illl4Ill Lane Configurations + 4 + 4 Traffic Vol, veh/h *1 1 50 8 °V 4 65 6 2 17 6 6 - 16 9 6 d/„**a.:.d////1//,//a Future Vol, veh/h 1 50 8 4 65 6 2 17 6 6 16 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 6 0 .9. 0 01 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized ---0 - None -' u - None 9-1 - None -i - None '11'11'11'11'11'11'11 Storage Length - - - - - - - . - . - . Veh in Median Storage,# 0 'll - * 0 4 4 - 1% Odlilll.-0.- Grade, %-0--0--0--0- Peak Hour Factor 89 89 89 89 89 89 89 89 9 89 89. 89 89 Heavy Vehicles, %222222222222 Mvmt Flow **£ wi 1 56 9 4 73 6 7 2 19 7 7 18 7.i• Major/Minor ""'- Majorl v"Ili"lili Major2 "" Minorl Minorl wl"-"''"""'""'Conflicting Flow All 80 0 0 65 0 0 160 161 152 77 Stage 1 - * - 2., - al, * 63 63 All' 85 Stage 2 - - - - - - 97 88 - 76 67 - Critical Hdwy i 4.12 - 4.12 » - *- 7.12 6.52 6.22 7.12 6.52 6.22 f Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ' - - - -1- 6.12 5.52 "9* 6.12 5.52-- 1 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1532 -4 - 1537 - 9 - 842 764 1004 841 763 1020 Stage 1 - - - - - -948 842 -953 839 - / Stage 2 1 - - - - - * -939 837 933 839 0 - Platoon blocked, % 1 - - - - 1 1 111 Mov Cap-1 Maneuver 1532 - -1537 - :/ 818 761 1004 ' 816 760 1020 ' Mov Cap-2 Maneuver - - - - - -818 761 -816 760 - k Stage 1 - - - - - -¥-947 841 -952 836 *- : Stage 2 - - - - - -910 834 -905 838 - HCM Control Delay, s 0.1 .-. _. 0.4 -.9.6 #„.alu;U.9.6 . &.di HCM LOS A A dinor Lane/Ma)67 -EAW--N#[iir-EBL--EMT- -*B-f-War-WAT"WeR-80Gf- Capacity (veh/h) -;i,-. 813 1532 --o.*, 1537 - ame- 817 ......'41@./"/*"/all'I HCM Lane V/C Ratio 0.035 0.001 - -0.003 - -0.039 HCM Control Delay (sj 9.6 47.41 0 '/.. 9 7.3 .* 0 9.6 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) 0.1 0 - .0 Al'# I 0.1 Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2040 Background PM Peak Intersection '7 Int Delay, s/veh 3.2 Movement':.EBL EST -EBR WaL WBT WBR"NBC NBrNBR - "SAL-SB¥-SBR'Il=Iliq Lane Configurations + 44 4 + Traffic Vol, veh/h 6 50 6 2 62 3 4 15 16 7 8 8---4 .J Future Vol, veh/h 6 50 6 2 62 3 4 15 16 7 8 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized 10, - -None - -None • -None -7· None Storage Length - - - - - - - - - - - -Veh in Median Storage, #.z, s O y#I - 0 - - * 0 0 - 4 - 0- allllllll Grade, %-0--0--0--0- Peak Hour Factor * 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, %222222222222 Mvmt Flow .. *. 7 57 7 2 70 3 5 17 18 8 99E Major/Minor N.M, Majorl vIINI"w Major2 Minorl m'lillp Minor2' Conflicting Flow All 73 0 0 64 0 0 160 152 61 168 154 72 Stage 1 -- *' 5'475 754*- 76*76 , Stage 2 - - - - - - 85 77 92 78 - Critical Hdwy j' 4.12 - -4.12 -1* 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 * - - - - - * -6.12 5.52 -6.12 5.52 -j Follow-up Hdwy 2.218 2.218 -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1542 - 1538 - *- 842 763 1004 832 761 1027 · Stage 1 ------934 833 -963 847 - / Stage 2 - - - - - -953 846 * - 915 830 .* - i Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1542 4 -V#·- 1538 - * -823 759 1004 800 757 1027 Mov Cap-2 Maneuver - - - - - -823 759 -800 757 - k Stage 1 - - - -4- 929 829 959 846 4% - Stage 2 - - - - - -933 845 -876 826 - Approachvllilipt8»viiiillp'WBNBIII,Ill,A%, HCM Control Delay, s 0.7 4,d,„,„,A 0.2 d„„,A 9.4 - - 9.4 ..Il'£. 4,4 HCM LOS A A Minor Lane/Major Mvmr'-NBERT"'EME- rEM¥-I#TWFC-WET -WBR58ERT-' Capacity (veh/h) . f we-- 863 1542 - : - 1538 - -848 :2- A.i:. -,--.. . ...,•-•u. ..1 HCM Lane V/C Ratio 0.046 0.004 - -0.001 - -0.031 HCM Control Delay (s) 9.4 7.3 0 -7.3 0 -9.4 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) I 0.1 * 0 -mi - O.1 1 Synchro 10 Report KMK Timings 2040 Background 3: Sheridan Boulevard & W. 35th Avenue PM Peak t 61 [ane Group' EBT¥ WBE' WBT ¥ NBL F NBT¥ SBI.95BT MI|. Lane Configurations + 44 f +01*9 +1* Traffic Volume (vph) 22 24*» 37 20 *37 ·£ 1750 3* 22 301745 Future Volume (vph) 22 24 37 20 37 1750 22 1745 Turn Type *Perm NA Perm NA Perm NA Perm NA •11111111111111111111 Protected Phases 4 8 2 6 Permitted Phases /4 ¥ 8 24 6 /2 f Detector Phase 4 4 8 8 2 2 6 6 Switch Phase '14 91&' Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 1 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (56) 11 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% . Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1 1.5 1.5 1.5 1.5 1.5 1.5 " 1.5 1.5 ' Lost Time Adjust (s)0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 1 5.0 JI 5.0 5.0 ' 5.07,19 5.0 FE. 5.0 ' Lead/Lag Lead-Lag Optimize? Recall Mode None None None Act Effct Green (s) ,;. 9.0 _:UL Actuated g/C Ratio 0.10 v/c Ratio 0.38 '. Control Delay 32.6 Queue Delay '1 0.0 A Total Delay 32.6 LOS 11..........p C "lib Approach Delay 32.6 Approach LOS.» C ..dIII None C-Max C-Max C-Max C-Max 9.0 74.1 74.1 74.1 74.1 9 0.10 0.82 0.82 0.82 0.82 0.42 0.25 0.63 0.15 0.62 j 40.7 7.7 5.3 5.5 5.2 0.0 0.0 0.0 0.0 0.0 i 40.7 7.7 5.3 5.5 5.2 DAAA A Illllllllill 40.7 5.4 5.2 D A J A. Intersection Summarf Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated - Maximum v/c Ratio: 0.63 Intersection Signal Delay: 6.4 Intersection LOS: A - Intersection Capacity Utilization 64.2%ICU Level of Service C Analysis Period (min) 15 - - Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue t02 1 ' 061 --€/7 'C.c ,<·!.1: ./----- -*04 . L, 71,864'·. 6.B'.,...... r 08 Synchro 10 Report KMK HCM 6th TWSC 4: Benton Street & W. 33rd Avenue 2040 Background PM Peak Int Delay, s/veh 5.4 Movement"all,EBL EBT -EBR WBL WBT WBR NBL NBT -NBR SBL SBT.'-SBR 1 Lane Configurations + 4 4 + Traffic Vol, veh/h .*¢ 6 13 6 1 10 2 1 20 1 1 16 *£ 2 I.....4 .ill Future Vol, veh/h 6 13 6 1 10 2 1 20 1 1 16 2 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized * - - None - -None Al:*Ill*I/ - None m - * None Storage Length - - - - - - - - - - - - Veh in Median Storage, # * 0 - - 0 - - 0 - *- *0 j...) Grade, %-0--0--0--0- Peak Hour Factor * 97 97 97 97 97 97 97 97 . 97 97 97 97 Heavy Vehicles, %222222222222 Mvmt Flow ,0 6 13 6 1 10 2 1 21 1 *' 1 16 2 Major/Minor Majorl Major2 Minorl 1 Minor2 Conflicting Flow All 12 0 0 19 0 0 50 42 16 52 44 11 k Stage 1 - - -- - .4..:+.- 28 28 - 13 *.13 4. - Stage 2 - - - - - - 22 14 - 39 31 Critical Hdwy *'. 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 " Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 „-1* - - - - - -6.12 5.52 44 6.12 5.52 -.. Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1607 -th: - 1597 2- - ·/. --44 950 850 1063 947 848 1070 ' Stage 1 - - - - - - 989 872 -1007 885 - /I Stage 2 / -/ - '•r, -9 - -996 884 Or 976 869 7- 0 Platoon blocked, % - - - - Mov Cap-1 Maneuver 1607 - -1597 - ., 930 846 1063 925 844 1070 ' Mov Cap-2 Maneuver - - - - - -930 846 -925 844 - .,i Stage 1 ./ - - - - - ) 985 869 f - 1003 884 -' f Stage 2 - - - - - -975 883 -948 866 - =t ..,1!.1.191*%Rt . Approach""""""Mill,Im'Ed *"Ii:IliIiiimm- WB-"Ii,Ill,Ill:IllrVEF,Illifi.IMI..Ipppga ···- HCM Control Delay, s 1.7 0.6 9.3 .9.2 HCM LOS A A Minor Lane/Major Mvrhf'" NBLnl- ESL- EB¥- EBIC.WAL WBT WBR SBLA'I--"'' Capacity (veh/h)857 1607 - -1597 - -867 HCM Lane WC Ratio 0.026 0.004 - -0.001 - -0.023 HCM Control Delay (s) y 9.3 7.2 0 -7.3 -9.2 ,/........... HCM Lane LOS AAA -AA A HCM 95th %tile Q(veh) -F 0.1 'T 0 ' - ,Fer -0 -- -0,1 4 Synchro 10 Report KMK HCM 6th TWSC 5: Ames Street & W. 33rd Avenue 2040 Background PM Peak Int Delay, siveh 5.2 Movement 44, EBL EBT-EBR WBL WBT 'WBR NBL NBT'99BR" SBE'58¥"-SBR -;wmIlmilImf Lane Configurations 4 + 4 + Traffic Vol, veh/h 6 1 13 1 4 11 9 2 19 1 4 13 1 1.,=alillliilll Future Vol, veh/h 1 13 1 4 11 9 2 19 1 4 13 1 Conflicting Peds, #/hr ' 0 000000000002 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelizecl .1 - -None . - -None 44 1 - None . -None f Storage Length - - - - - - - - - - - - Veh in Median Storage, # I., 0 *R .0 f.. I 0 *•-I-- 0 ' Grade, %-0--0--0--0- Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 * 86 Heavy Vehicles, %222222222222 Mvmt Flow di.W/4: 1 15 195 13 10 2 22 1 .5 *15 *1...I Major/Minor 1 Majorl Majo,2 71 Minorl vIBIll:w Minor2 " Conflicting Flow All 23 0 0 16 0 0 54 51 16 57 46 18 * Stage 1 .-. . 3 -.. - .- 18 18 *- 28 *28 4 -.a Stage 2 - - - - - - 36 33 29 18 - Critical Hdwy · " ,#.!IP 4.12 - -4.12 -2 - 7.12 6.52 6.22 7.12 6.52 6.22 .i,•I Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 - -. - - - ;1 - 6.12 5.52 -6.12 5.52 *- t Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1592 ¥916 1602 f-F - 944 840 1063 940 846 1061 9 Stage 1 - - - - - -1001 880 -989 872 - 9 Stage 2 9 Ty.F - 1#W-9.¢'13, - 980 868 90@f, 988 880 :" Platoon blocked, % - - - - Mov Cap-1 Maneuver 1592 , - -1602 2·-f- 927 837 1063 917 843 1061 i Mov Cap-2 Maneuver - - - - - -927 837 -917 843 - k Stage 1 - * -7 - 1000 879 - 988 869 :0 - 5 Stage 2 - - - - - -959 865 -961 879 - Approaci€ HCM Control Delay, s 0.5 -----= 1.2 i-..w 9.4 ...9.3 .-.-- =.'/*/.. .. HCM LOS A A 22(4 Minoil:IA*/91*EVVRf-- NBERT-EM[-°-EMT- EBR'982' WBT'WBWl:Ri-'- Capacity (veh/h) :i*4 853 1592 **r ,1602 - -868 ...u ./"Al/. - 4.- :./'Wu: .diL ._ -* HCM Lane V/C Ratio 0.03 0.001 - -0.003 - -0.024 HCM Control Delay (S)"k' 9.4 7.3 0 9 -4 7.3 0 4 -*9.3 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh)0.1 0 - '- 0 - -0,14 Synchro 10 Report KMK HCM 6th TWSC 6: Sheridan Boulevard & W. 33rd Avenue 2040 Background PM Peak intersection' Int Delay, s/veh 3.1 MovemenrEBL EB¥'-EBR WBL WBT WBR NBL - NBrONBR 50173%rbBIR='"Willl,IMIVI4 Lane Configurations + 4 9 +T• Traffic Vol, veh/h 1 12741 6 21 1815 2 8 1790 8 .U...2 -- Future Vol, veh/h 1 1 27 4 1 6 21 1815 2 8 1790 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 00 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - -None - ·*-None - -None -*9 - None Storage Length - - - - - - 0 - - 0 - - Veh in Median Storage, # ·l' 0 :-4.I' -4, 0 I. - 4 0 J.......0 Grade, %-0--0--0--0- Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 ·F 97 74 Heavy Vehicles, %222222222222 Mvmt Flow ah.. .... 1 1 *28 4 1 6 22 1871 2 8 1845 * 8 Major/Minor '""MW" Minor2 "Illm:IM' Minorl 1, Majorl vil.Illl"' Major2 " Conflicting Flow All 2845 3782 927 2855 3785 937 1853 0 0 1873 0 0 .s=.a Stage 1 ... 1865 1865#* 1916 1916 ,•r -1* - I - - 1/Il...b - - Stage 2 980 1917 -939 1869 - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14.- S - 4.14 Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 - - - Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 - ..... - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver 4*4 * *0 *344·*> 4 *0 266 *514 :1 -317 -,i, Stage 1 *324 *284 -*70 *114 ------- * Stage 2 F *268 *114 /{- *324 *284 - -'.y 21 Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver *4 *0 *344 *- 4 *0 266 *514 2. - -317 ,,t -'3'E. 3 Mov Cap-2 Maneuver *4 *0 - *- 4 *0 - - - h Stage 1 *310 *277 90 - *67 *109 ¥ - - -42.,0 =1- Stage 2 *248 *109 -*289 *277 ------- ' 2/1' FI/ h·7F1),I •...+ v ·=1· ./.727%/afV'*72?3Mm=ga HCM Control Delay, s 68.8 - $824.8 ..,w.0.1 ,„a„6 .,-0.1 4 lu- .,.:a.- HCM LOS F F 6*Frin@U*F'UWM--"RED"NS'r-ABREBUMWBEHT "--Sm,591"whBR. Capacity (veh/h)1-......'I'- *514 - -85 , 10 317 - .u- ,·' · . ---1... HCM Lane WC Ratio 0.042 - -0.352 1.134 0.026 - - HCM Control Delay (s) 91 12.3 * -9.- 68.8$824.8 16.7 HCM Lane LOS B--FFC HCM 95th %tile Q(veh) 16 0.1 j - 1.4 92.1 0.1* 1 Notes -: Volume exceeds capacity. $: Delay exceeds 300s +: Computation Not Defined ;: All major volume in platoon -:_. Synchro 10 Report KMK HCM 6th TWSC 1: Benton Street & W. 35th Avenue 2040 Total AM Peak Int Delay, s/veh 2.8 Movernenfl EBL EBT"1EBR WBL WBT WBR NBL NBT"'NBR SBL SBT SBR 'IllII:ll4 Lane Configurations 44 + 4 + Traffic Vol, veh/h 1 38 1 *1 29 2 6 7 1 3 ·. 9 2f Future Vol, veh/h 1 38 1 1 29 2 6 7 1 3 9 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 1.2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized JI... - None - %-None - -None fl -None L Storage Length -- -I - - - - - - - Veh in Median Storage, # .* 0 "'' - * - 'a' 0 ·Il*- 0 *I# -0 ' Grade, %-0--0--0--0- Peak Hour Factor * 70 70 70 70 70 70 70 70 70 70 1 70 0 70 , Heavy Vehicles, %222222222222 Mvmt Flow 1 54 1 3 1 41 3 9 10* 1 4 13 <,0 3 1 Major/Minor Majorl Il/'Major2 '"'""""" Minorl Minor2Conflicting Flow All 44 0 0 55 0 0 110 107 102 43 45 - :-B Stage 1 r - :*0 -9/- 57 .57 jit** 45 Stage 2 - - - - - - 53 46 - 62 57 Critical Hdwy 1 4.12 - -4.12 u - -7.12 6.52 6.22 7.12 6.52 6.22 .i Critical Hdwy Stg 1 - - - - - - 6,12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 #Im' - Flp-" - - - -6.12 5.52 + 3. - 6.12 5.52 li - f Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1567 - - .1550 64* 0 - 877 793 1012 881 794 1035 Stage 1 - - - - - -955 847 -976 861 - ' Stage 2 99*. .·, - .,0,-2..t - - 1, - 966 860 ·* - 949 847 f-'1111111111111 Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1567 4- 2 - 1550 * - '4 - 862 791 1012 869 792 1035 Mov Cap-2 Maneuver - - - - - -862 791 -869 792 - ,& Stage 1 - - -11 - .4 - 5 954 846 71 92 975 860 *- Stage 2 - - - - - -948 859 -936 846 - Approachv"-Mm#w£B-'V\A-Bwl#mMMIFIP,m#pSB-....„,----,.r,3.w-..,.-..9..9 HCM Control Delay, s 0.2 9.4 ...,.._ 9,4 __HCM LOS ....:ia. 0.2 A A Minor Lane/Major Mvrni-; NBLnf; EBL EBT EBR-WBE-- - WBT WBR501.-nf--• Capacity (veh/h)833 1567 , - -1550 - *, 836 . - · ..:...„,.a ,- - 1 HCM Lane V/C Ratio 0.024 0.001 - -0.001 - -0.024 HCM Control Delay (s) 9.4 7.3 0 -7.3 0 9.4 1 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) '1 0.1 , 0 - - 0 - -0.1 !1 Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2040 Total AM Peak Intersection' Int Delay, s/veh 5.4 Movemenf' EBL EBTEBR WBL WBT WBR NBC'NBrNBR SBL187- SBR""M Lane Configurations 46 + 4 + Traffic Vol, veh/h * 1 34 6 12 18 2 8 14 39 3 9 *2 i Future Vol, veh/h 1 34 6 12 18 2 8 14 39 3 9 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 10 0 03 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - -None - . -None - * -None 11 Storage Length - - - - - - - - - - - - Veh in Median Storage, #. O* -4 - f 0 41:44*72*' 0 - .4. O il Grade, %-0--0--0--0- Peak Hour Factor *· 70 70 70 70 70 70 70 70 70 70 70 70 Heavy Vehicles, %222222222222 Mvmt Flow 21 49 9 17 26 3 11 20 56 .. 4 13 3 1 Major/Minor 1 Major'l 11 Major2 1 Minorl "Illl:/ Minor2 ';" Conflicting Flow All 29 0 0 58 0 0 126 119 54 156 122 28 Stagel - * - 56 56 62 *62 i Stage 2 - - - - - - 70 63 94 60 - Critical Hdwy · 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 4 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 ./lk ·37 - I „;. I -*-6.12 5.52*- 6.12 5.52 4- 5 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1584 f,f'-"3t - 1546 - * - 848 771 1013 810 768 1047. ;W Stage 1 - 956 848 -949 843 - P Stage 2 - * 1/ - - 1 - I . 940 842 - 913 845 - 11. Platoon blocked, % - - - - Mov Cap-1 Maneuver 1584 - -1546 - -827 762 1013 744 759 1047 Mov Cap-2 Maneuver - - - - - -827 762 -744 759 - r'.-L. Stage 1 - I - - - -955 847 / - 948 834 4, Stage 2 - - - - - -913 833 -842 844 - --.- a- HCM Control Delay, s 0.2 :,.2.8 --, unH i ne A A 1.1 nUIVI Lue m m Mibor Lane/Major Mvme-'-ABLA'rEBL ---EBT-ItiR-WBE WEIT- -WaRM[RT-' . Capacity (veh/h)abi,w 917 1584 di4,r„a - 1546 *££, -787 „i.,...„iaa*,a,-w,·..;- -, :<,· ,.a-- HCM Lane V/C Ratio 0.095 0.001 - -0.011 - -0.025 HCM Control Delay (sr 9.3 7.3 - 0 * - 7.4 V 0 -9.7 HCM Lane LOS AAA -AA -A HCM 95th %tile 0(velffl/ 0.51 0 -17 0 -9'. 0.1 Synchro 10 Report KMK Timings 2040 Total 3: Sheridan Boulevard & W. 35th Avenue AM Peak tk# Lane GrouEBL¥ EBT WBL WBT ¥NBL¥ NBT" SBLVIFSBT 11 Lane Configurations + 4* li 11•9 +t, Traffic Volume (vph) 22 14 28 -=10 9* 1270 * 13 1570 ' Future Volume (vph) 22 14 28 10 9 1270 13 1570 Turn Type ,j Perm NA Perm NA Perm NA Perm ¥ NA Protected Phases 4 8 2 6 y.Permitted Phases ,4* 8 2* 96 : Detector Phase 4 4 8 8 2 2 6 6 :·.1Switch Phase *3 ..FF-...r . 411#mnil· ; Ap' Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) I..23.0 23.0 23.0 23.0 * 23.0 23.0 23.0 14 23.0 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (56) 1 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% ,f Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) -71 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 ? Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 4.,.. 5.0 5.0 5.0 5.0 5.0 4 Lead/LagLead-Lag Optirnize?"'llllll.Imqmp, A-.---,m -=e=,.-,rr--,IT -7.:,, Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Green (s) 1 „2. 8.6 8.6 74.5 74.5 74.5 74.5 U Actuated g/C Ratio 0.10 0.10 0.83 0.83 0.83 0.83 v/c Ratio 0.48 0.36 0.06 0.48 005 0.59 Control Delay 33.1 37.1 3.6 3.8 3.2 4.8Queue Delay . 0.0 0.0 0.0 0.0 0.0 0.01 Total Delay 33.1 37.1 3.6 3.8 3.2 4.8 LOS C llih-# D k w A . A ; Approach Delay 33.1 37.1 3.8 4.7 Approach LOS ...allllllllllllllllllllibi C llllllllllk,I. D.L. i. A * Ai...t · J .1# - ';liA-%22 ·: t LV.S.0.1 '·· ·· 4„'LJ/*2 Intersection Summary Cycle Length: 90 F.QrKi5.&·· ·..O,ke,1.42/ ··A '/.2* 2...1.·.. fi· A.-,0..4/1 Actuated Cycle Length: 90Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.59 Intersection Signal Delay: 5.6 7-'*'t'., 1ntersedion LOS: A Intersection Capacity Utilization 57.4%ICU Level of Service B Analysis Period (min) 15 - Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue 1 102 R)-04 45s 6 252 Iau M....·*Yer V 06 OR) | 25 5 08 Synchro 10 Report KMK HCM 6th TWSC 4: Benton Street & W. 33rd Avenue 2040 Total AM Peak Intersection "' Int Delay, s/veh 4.4 Movement""EBL EBT="EBR WBL WBT WBR NBL NBT-*NBR SBL 781-SBR -"ImIFII'lI#4 Lane Configurations + 4 + 4 Traffic Vol, veh/h ,) 1 9 1 1 8 2 4 3 1 6 4 1 *.a L,| Future Vol, veh/h 191182331641 Conflicting Peds, #/hr000000 0 00 offo 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized .40 - -None ,,<*fr - None - #-None -- - -None ' Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 1. 0 -11, O .D,I s 0."'*4-6. Oli Grade, %-0--0--0--0- Peak Hour Factor 34* 70 70 70 70 70 70 70 70 70 70 70 70 . Heavy Vehicles, %222222222222 Mvmt Flow 1 13 1*111 3 4 4 1 9 6 1 Major/Minor I,IP Majorl ' Major2 ""N Minorl *' Minor2"'' Conflicting Flow All 14 0 0 14 0 0 34 32 14 33 31 13I Stage 1.. ..ja . 4 - 4. .16 16 15 15 ?E. - ·Stage 2 - - - - - - 18 16 18 16 - Critical Hdwy *0 4.12 -2 - 4.12 - *7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 1W - - -6.12 5.52 -6.12 5.52 0 - f Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1604 * - 441 - 1604 ¥ - - 973 861 1066 974 862 1067 . Stage 1 - - - - - - 1004 882 -1005 883 - Stage 2 4 - /' -1 - - '-- 1001 882 - 1001 882 * - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1604 - -1604 -0 - 965 859 1066 967 860 1067 2 Mov Cap-2 Maneuver - - - - - -965 859 -967 860 - h Stage 1 - * - .* . - 0 -I- 1003 881 -¥ - 1004 882 / 1 Stage 2 - - - - - -992 881 -994 881 - Apbroach'WM,q,Yr.· · 5* HCM Control Delay, s 0.7 0.7 .- 8.9 ... 8.9 HCM LOS A A k Capacity (veh/h).. 928 1604 HCM Lane V/C Ratio 0.011 0.001 HCM Control Delay (s) 1 8.9 7.2 HCM Lane LOS A A HCM 95th %tile Q(veh) 1 0 0 =Alli,ato.4,_'- 1604 - - 0.001 0 - 7.2 A-A 7"2 - 0 A - 933 0.017 8.9 A O.1 4,-!1 Synchro 10 Report KMK HCM 6th TWSC 2040 Total 5: Ames Street & W. 33rd Avenue AM Peak Int Delay, s/veh 3.6 Movement EBL Lane Configurations Traffic Vol, veh/h 4 Future Vol, veh/h 4 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized #5 - Storage Length - :.1,7,/Veh in Median Storage, # u Grade, % - Peak Hour Factor 70 Heavy Vehicles, % 2 Mvmt Flow 6 EBT J EBR WBL WBT WBR NBL NBT *IBR SBL 5BT --.SBI:t'VlmmlmlmiHImiIMIV. 4 + 4 + 10 1* 1 6 44 2142593 4 1 1011644 2 14 2 5 9 3 0000000000 0 :- - Free Free Free Free Free Stop Stop Stop Stop Stop Stop - None - -None - -None *tu - None ·. 0 1 - -0 0 - - 0 - 1,Mt ?* 0.1, - i 0--0--0--0- 70 70 70 70 70 70 70 70 70 ' 70 70 14· 22222222222 14 1 1 9 63 3 20 3 7 4 13 4 1 Major/Minor 4... Majorl,l,qlli Major2 111! Minorl 411 Minor2 1«·e.in.-i,»+i®»ea»»0+i,i®**,ie,id,&:0* Conflicting Flow All 72 0 0 15 0 0 78 101 15 81 70 41 Stage 1 *ff -..lr°- - - 27 27 * - 43 + 43 Stage 2 - - - - - - 51 74 38 27 Critical Hdwy ill./. 4.12 -1** 4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 1 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 / - - .1 - 9.- 6.12 5.52 -6.12 5.52 - 1 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1528 4-* - 1603 - f. - 911 789 1065 907 821 1030 Stage 1 - - - - - -990 873 -971 859 -P Stage 2 9 - - - - - -962 833 * -977 873 *- ... Platoon blocked, % - - - - Mov Cap-1 Maneuver 1528 w - -1603 - -893 785 1065 883 817 1030 5 - Mov Cap-2 Maneuver - - - - - -893 785 -883 817 - Stage 1 I.- - - I - -986 870 £_ - 967 858 31. - 'lllllllllilllllll Stage 2 --- - - -943 832 -948 870 - Approach"'*-EB-'- WB-'"--KIB-1.-1!'.--P.58-11, HCM Control Delay, s 2 0.1 9.5 9.3 .4i HCM LOS A A Minor Lane/Major Mvmt' NBLnl -ESL EBT EBR WBL WBT WBR SBLnl "'*"'ll'MMII'Il"'"'Imp'PIHIMIHI"PHI'lll'"mliMMI Capacity (veh/h)820 1528 - -1603 - -868 .- ..../ A- e,6-. 6.6AC -66- .6./A HCM Lane WC Ratio 0.031 0.004 - -0.001 - -0.028 HCM Control Delay (s).4,1 9.5 7.4 'VO -7.2 O P- 9,3 HCM Lane LOS AAA-AA-A HCM 95th %tile Q(veh)0.1 0--0 - - -'0.1 1 Synchro 10 Report KMK HCM 6th TWSC 2040 Total 6: Sheridan Boulevard & W. 33rd Avenue AM Peak thtersection'49. Int Delay, s/veh 0.2 Movemenr EBL EBrFEBR WBL -WBT WBR NBL N-Br"NBR--" SBL'5#rbeR""m. Lane Configurations 4 + '1 +T•9 +t• Traffic Vol, veh/h 4////b'.9 1 25 2 1 1 6 44 1275 2 8 1624 11 ··:i, i·='a- Future Vol, veh/h 9 1 25 1 1 6 44 1275 2 8 1624 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 40 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized .;ij - -None - -None - * -None - * -None f Storage Length - - - - - - 0 - - 0 - - Veh in Median Storage, # - ·i. 0 .*,ti*i,-* 0 -* - 0 Grade, %-0--0--0--0- Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 * 92 Heavy Vehicles, %222222222222 Mvmt Flow 68&,WI*, 10 1 27 1 1 7 48 1386 2 9 1765 * 12 Major/Minor .1.-B"".Minor249-Minorl '*1ll/Immll Majorl 'Major2' Conflicting Flow All 2579 3273 889 2384 3278 694 1777 0 0 1388 0 0 Stage 1 -il 1789 1789 * 1483 1483 1Il0 -M./.lili-" Stage 2 790 1484 -901 1795 - - - - - - - Critical Hdwy 'k 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - /, -4.14 9 - - Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 * 6.54 5.54 - - - - - -/ Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver * '16 *2 *413 *39 9 385 *618 .A - 489 Al*M - ·' Stage 1 *389 *341 -*131 *187 ------- .I'. ,12 1-I-- Stage 2 *350 *187 * - *389 *341 -•10:% 4 -* - .«1 - ,= - 1;- Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver * - *- 1 *413 - *- 1 385 *618 - * -489 - Mov Cap-2 Maneuver .-1 - .*-1 - - - - - - - h Stage 1 *359 *335 -*121 *172 --- Stage 2 *315 *172 -*356 *335 --- HCM Control Delay, s M#64[3R@Midi*Rir'--NG,NMT-NAFGALhlwBLn'SBI.7 SBT'"BBR" Capacity (veh/h) *618 - - -489 - -...Al.L HCM Lane V/C Ratio 0.077 - - - -0.018 - - HCM Control Delay (s) 11.3 IP'-'w -VIP- 12.5 '>4: -fV HCM Lane LOS B - - - - B - - HCM 95th %tile Q(veh) 0.3 -, - Alic. - ., - 0.1 Notes -: Volume exceeds capacity ; $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon --, Synchro 10 Report KMK HCM 6th TWSC 2040 Total 17: North Site Access & W. 35th Avenue AM Peak Intersection 11. ""mmppm-"-*"9 "M""- mip plm vmlp-mw"Fm=wH Int Delay, s/veh 0.8 -Movement '-m-- EBT EBR WBL WBT NBL NBR '""p"""MII"mm'"iv"m"mlm"'1MI'l"I""'m'"m""IlV Lane Configurations T.4 ¥ Traffic Vol, veh/h 76 0 0 30 2 8 -6.- Future Vol, veh/h 76 0 0 30 2 8 Conflicting Peds, #/hr 0 0 0 0 0 0 ¢ , *1 Sign Control Free Free Free Free Stop Stop RT Channelized -None -None -None Storage Length - - - - 0 - Veh in Median Storage, # 0 I ' I. 0 0 -1 Grade, %0--00- Peak Hour Factor 60 60 60 60 60 60 Heavy Vehicles, %222222 Mvmt Flow 3 127 0 0 50 3 13 .--A Major/Minor ' Majorl Minorl .. Conflicting Flow All 0 0 127 0 177 127 * Stage 1 ,#4 - 4- - -127 Al Stage 2 - - - - 50 - Critical Hdwy -EL - -4.12 -6.42 6.22 .. Critical Hdwy Stg 1 - - -5.42 - Critical Hdwy Stg 2 - - -- - 5.42 Follow-up Hdwy - -2.218 -3.518 3.318 Pot Cap-1 Maneuver * - -1459 -818 923 Stage 1 - - - -899 - F Stage 2 + 7.: - - - -977 -.....1. Platoon blocked, % - - - 1 Mov Cap-1 Maneuver 11 - -1459 * 818 923 -IIIL jillilillllllllllllllillllllllillllllllllllllll Mov Cap-2 Maneuver - - - -818 - m, Stage 1 -----899 -1 Stage 2 - - - -977 - Approacii'B""'Ar HCM Control Delay, s 0 0 9.1 A93*ta HCM LOS A a„AKU, Minor Lane/Major Mvmi'1 NBLnl" EBT EBR WBC'3VBT'' Capacity (veh/h)900 - -1459 -..:.# .';'ili-4 t*A.: c'4/146 i:&/.A HCM Lane WC Ratio 0,019 - - - - HCM Control Delay (s) *k,9 9.1 - - 0 HCM Lane LOS A--A HCM 95th %tile Q(veh) * 0.1 - 2 -0 -0.' I........... Synchro 10 Report KMK HCM 6th TWSC 2040 Total 19: Ames Street & West Site Exit AM Peak ntersection' Int Delay, s/veh 0.6 Movement"'lllflmWBL WBICNBT NBR SBL Lane Configurations ¥ + Traffic Vol, veh/h : 3 35000 Future Vol, veh/h 3 3 50 0 0 Conflicting Peds, #thr 4 0 0 0 0 0 Sign Control Stop Stop Free Free Free RT Channelized ** - None -None - Storage Length 0---- Veh in Median Storage, # 0 - 0 Grade, % 0 - 0 - - Peak Hour Factor * 60 60 60 60 60 Heavy Vehicles, %22222 Mvmt Flow 5 5 83 0 0 1.1 SBT 28 ·1a ..1. .i&1 ..=%......"./.&..............."&#.$../*...... 28 Free None I 0 0 60 1 2 47 Major/Minor 'Ill#I1" Minorl "Majorl'"" Major2"" Conflicting Flow All 130 83 0 - - - bu Stage 1 .6, 83 - i>« - Stage 2 47 - - - - - Critical Hdwy W 6.42 6.22 ,94* - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 4 5.42 Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 864 976 *- 0 0 - Stage 1 940 - - 0 0 - /' Stage 2 · 975 101 y 20#ft· 0 0 '', Platoon blocked, % - - Mov Cap-1 Maneuver 864 976 - Mov Cap-2 Maneuver 864 - - - - - L Stage 1 940 * - Stage 2 975 - - - - - r.9/- HCM Control Delay, s 9 0 0 -20 . ..NmL·• ..Ulk, .·Au. I.*I i.,[,IN HCM LOS A Minor Uind/Nfa orMOffi"NBTWMEnl - SBT.L.:m- Capacity (veh/h) i*._.... - 917 ..:,0 - ...../.6 41. HCM Lane V/C Ratio -0.011 - HCM Control Delay (s) 1,1 - HCM Lane LOS -A - HCM 95th %tile Q(veh) -0 - 1IW Synchro 10 Report KMK HCM 6th TWSC 2040 Total 21: Ames Street & West Site Entrance AM Peak Intersection Int Delay, s/veh 1.1 MovementIWBL WBR 'NBT NBR SBL- SBT -'9'-- p ·e---r·--4 Lane Configurations ¥ t• 4 Traffic Vol, veh/h ; 0 0 49 13 14 17 ,--A-- Future Vol, veh/h 0 0 49 13 14 17 Conflicting Peds, #/hr 0„0 0000 Sign Control Stop Stop Free Free Free Free RT Channelized -None -None -None 11. Storage Length 0 - - - - - Veh in Median Storage, # 0 *0 0 --0 Grade, % 0 - 0 - 0 Peak Hour Factor 60 60 60 60 60 60 1 Heavy Vehicles, %222222 Mvmt Flow .=£*Ah 0 0 82 22 23 28 Major/Minor Minorl 11Majorll/ Major2 Conflicting Flow All 167 93 0 0 104 0 *F Stage 1 93 - - -L- - d--'Al."lill 'a.'Illil-k'.1 Stage 2 74 - - - - - Critical Hdwy '*91" 6.42 6.22 . -4.12 - 1- Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - -2.218 - Pot Cap-1 Maneuver *823 964 twi 1488 2 -1, Stage 1 931 - - - - -/ Stage 2 YPr 949 *f -1.1. - ¥ - '11Platoon blocked, % - - - Mov Cap-1 Maneuver 810 964 . -1488 6 Mov Cap-2 Maneuver 810 - - - - - .,- Stage 1 ',. 931 ;t - Stage 2 934 - - - - - Approach"' -WBvI""-N-0-'9"liprs@- HCM Control Delay, s 0 c.- 0 .*; -06U.2 -41u 'id HCM LOS A *Er .42=42*----7 Minortahe"/Majoi Mvlrif'm„w., NB¥=WBRWBLnf"3-8-L *BAT-'- Capacity (veh/h) :,i. 4,;..,-,- *<A . - 1488 i*,I' , HCM Lane WC Ratio - - -0.016 - HCM Control Delay My.../- F.-0 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) 911! --7. - 0 - ' .i' . Synchro 10 Report KMK HCM 6th TWSC 2040 Total 1: Benton Street & W. 35th Avenue PM Peak Intersection ' Int Delay, s/veh 2.9 Movement' EBY 'EBR' WAL WBT -WOR NBC NAT"NBR SBL--SB¥-SBR-' Lane Configurations + 44 + 4 Traffic Vol, veh/h 1 52 8 4 70 6 2 17 6 6 16 6 ///A- --**d/ - Future Vol, veh/h 1 52 84706 2 17 6 6 16 6 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 9. 0 illill- Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized . - * - None J,-F- - None - -None - * None .1 Storage Length --I - I - - - I - - - Veh in Median Storage, # -* 0 44-2/ 0 44111- 0 /111#'ll-0 4................ Grade, %-0--0--0--0- Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 1? 75 * Heavy Vehicles, %222222222222 Mvmt Flow :/1 69 11 J 5 93 8 3 23 8 8 21 8 14&2= Major/Minor Majorl Major2 vm""<"8" - Minorl '"mI#AMIL'Ip Minor2 " Conflicting Flow All 101 0 0 80 0 0 199 188 75 199 189 97 Stage 1 4 - *1 .4. - 3,@ 77 77 * - 107 107 *: - diIA¥• Stage 2 - - - - - - 122 111 - 92 82 - Critical Hdwy 4.12 " - -4.12 - -1 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 . -1j . 6.12 5.52 * -6.12 5.52 4* 2 :j Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1504 -'-2' 1518 * - /1'* 792 728 986 792 727 993 1 Stage 1 - - - - - -932 831 -927 821 -/ Stage 2 44 2. ... - . - -909 817 #Elk-915 827 11FY'<4 Platoon blocked, % 1 - - - - 1 1 111 Mov Cap-1 Maneuver 1504 * - -1518 «'-. - 766 725 986 764 724 993 g Mov Cap-2 Maneuver - - - - - -766 725 -764 724 - . Stage 1 &* - -.9- - 931 830 926 818 Stage 2 - - - - - -875 814 -882 826 - Ab#ifiTO,EM';'0" HCM Control Delay, s a, 0.1 ,*,„„,1„ -4ada 0.4 a.: ,_ 9.8 11- 9.9 -'.1. .= HCM LOS A A Minor Lane/*}br kvhi'--"N*Lnf-*00--fRY'1BR-WBE WBT'- WBR"SBGr"" Capacity (veh/h) „.yji:,i... 778 1504 .m - .. 1518 - , - 778 .... HCM Lane WC Ratio 0.043 0.001 - -0.004 - -0.048 HCM Control Delay (s) 9.8 7.4 07" 0 -7.4 0 * 9.9 1 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) / 0.1 1 0 9 - - 0 .2 - 0.2 3 Synchro 10 Report KMK HCM 6th TWSC 2: Ames Street & W. 35th Avenue 2040 Total PM Peak Intersection "Ill,Il:Ill,Ill#IN:Illill,lill,Illlllill:I,Ill,Ill,Ill,Il,Il Int Delay, s/veh 4.1 h)lovemetirL EBY FBR WBE WBT WBR AIML - NB¥9*R - SBL-5Bf-EBR ./"IMMI'll'll'I'll//1/" Lane Configurations 44 44 44 4. Traffic Vol, veh/h 6 50 8 8 63 4 8 16 36798 Future Vol, veh/h 6 50 8 8 63 4 8 16 36 7 9 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - -None - -None - -None * -wh - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 4...0 0 79 - .0 '1 - 01¥ - i Grade, %-0--0--0--0- Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75 1 Heavy Vehicles, %222222222222 Mvmt Flow , 8 67 11 11 84 5 11 21 48 9 12 11 G Major/Minor 4'#MaBp' Majorl "IMMIMMajor2-91.,Minorl "-"Minorf--- Conflicting Flow All 89 0 0 78 0 0 209 200 73 232 203 87 I Stage 1 - - - - -89 89 - 109 109 2; - //////I///// Stage 2 . - - - - -120 111 -123 94 Critical Hdwy 4.12 - -4.12 -9 - 7.12 6.52 6.22 7.12 6.52 6.22 J Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 24 - - - - - -6.12 5.52 -6.12 5.52 -*92,1 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1519 *r * - 1520 + -780 716 989 753 713 1007 i Stage 1 - - - - - -918 821 -924 819 - *p, Stage 2 -- 912 817 * - 881 817 *- Platoon blocked, %1-- --11 111 Mov Cap-1 Maneuver 1519 - -1520 - -754 706 989 692 703 1007 f Mov Cap-2 Maneuver - - - - - -754 706 -692 703 - k Stage 1 - p - - - - -912 816 A - 919 812 *?fc 1 Stage 2 - - - - -882 810 -811 812 - '4·._ I Approacr' Elf" 8 -SB HCM Control Delay, s 0.7 0.8 9.6 9.8 -' & .-3/ HCM LOS A A 91168736@UNBE-32ir-"'EmGiT"EBL - EB¥" EBR 'WBL-"WBT'-WBR SBLRT- - ' -" -- - t-4.'e"44.-"'--¥-1--'' Capacity (veh/h) 1;..„ _ 861 1519 - -1520 - - 778 4I.:L - ' r., HCM Lane V/C Ratio 0.093 0.005 - -0.007 - -0.041 HCM Control Delay (s)' 9.6 * 7.4 ' 0 * - 7.4 * 0 -*9.8 HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) · 0.3 0 - - 0 - -0.1 ' Synchro 10 Report KMK Timings 2040 Total 3: Sheridan Boulevard & W. 35th Avenue PM Peak t'•1 Lane Group EBL¥ EBL¥ WBEI· WBT ¥NBL ¥ NBT¥ SB/W SBT -4"'m"mp'"1""pf Lane Configurations 4 + f +01* ,7, Traffic Volume (vph) 1 32 *27* 38 21 38 1750 22 .1745 J Future Volume (vph) 32 27 38 21 38 1750 22 1745 Tum Type Penn NA - Penn NA Perm NA Penn NA Protected Phases 4 8 2 6 Permitted Phases .i-7 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) ju 23.0 4 23.0 23.0 23.0 23.0 23.0 23.0 23.0 1 Total Split (s)25.0 25.0 25.0 25.0 65.0 65.0 65.0 65.0 Total Split (°/o) 27.8% 27.8% 27.8% 27.8% 72.2% 72.2% 72.2% 72.2% ., Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) ' 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) i 5,0 5.0 5.0 5.0 5.0 5.0 Y Lead/Lag Recall Mode None None None None C-Max C-Max C-Max C-Max Act Effct Greent©"y 9.9 9.9 73.2 73.2 73.2 73.2 i Actuated g/C Ratio 0.11 0.11 0.81 0.81 0.81 0.81 Wc Ratio 0.53 0.46 0.29 0.65 0.17 0.65 4 Control Delay 37.5 41.7 10.5 6.2 7.0 6.2Queue Delay 7 7 0.0 0.0 0.0 0.0 0.0 0.0 i Total Delay 37.5 41.7 10.5 6.2 7.0 6.2 LOS D 01 B A AA Approach Delay 37.5 41.7 6.3 6.2 DAlA.Approach LOS ua*;23··jir€+81:=25 i t).1 D U*62;intersection Surhmary --ma,IM,MVMM,,1.,pefifigiv.„Fe,qm,P,mM/„,p„<,m„= - Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green i Natural Cycle: 65 Control Type: Actuated-Coordinated 4.-9 1,1 Maximum v/c Ratio: 0.65 Intersection Signal Delay: 7.7 11-. Intersection LOS: A Intersection Capacity Utilization 64.3%ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: Sheridan Boulevard & W. 35th Avenue 7 1 02 R)-'04 1 25/,7IIW 'l I44.i. - 1 V 06 9)08 - 12-ill-=.m/0 Synchro 10 Report KMK HCM 6th TWSC 2040 Total 4: Benton Street & W. 33rd Avenue PM Peak Int Delay, s/veh 5.3 Movemerti''EBL EBT--Emt WBr'WMT"WOR™N* -imlliar,07"50'Ry'l Lane Configurations + 4 + 4 Traffic Vol, veh/h iw 6 15 6 1 11 2 1 20 1 1 16 2 ... Future Vol, veh/h 6 15 6 1 11 2 1 20 1 1 16 2 Conflicting Peds, #/hr00000000000 0 1-' I Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized *A - -None - -None - -None - -None I Storage Length . - - - -i i I - I - I 0--0.--0% - i........Veh in Median Storage, # - 0 Grade, %-0--0--0--0- Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 * 75 4 75 1 Heavy Vehicles, %222222222222 Mvmt Flow . 8 20 8 1 15 3 1 27 1 1 21 3 - Major/Minor "Majorl-¥9...." Major2'9Minorl-m.....Minorf' Conflicting Flow All 18 0 0 28 0 0 71 60 24 73 63 17 h Stage 1 7*2 - - - - - -40 40 - 19 19 -'.1. Stage 2 - - - - - - 31 20 - 54 44 - Critical Hdwy 4.12 - -4.12 - -7.12 6.52 6.22 7.12 6.52 6.22 1 Critical Hdwy Stg 1 ------6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 18|M- - - - - - -6.12 5.52 -6.12 5.52 Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1599 - *-1585 - -920 831 1052 918 828 1062 Stage 1 - - - - - -975 862 -1000 880 - / Stage 2 - - % -986 879 * - 958 858 ]PL ' Platoon blocked, % - - - - Mov Cap-1 Maneuver 1599 - -1585 - *4 895 826 1052 890 823 1062 Mov Cap-2 Maneuver - - - - - -895 826 -890 823 - h Stage 1 - -- - * -970 858 a - 995 879'*r.- Stage 2 -959 878 -922 854 - . '/ 1/'ll"/Ill''-. .N·1.,Iala - *pproactEB'91-Bl..NBSB-' HCM Control Delay, s 1.6 - 0.5 9.5 9.4 HCM LOS -- A A ..m. -- 8Ftane/Maj3AlvriilBLnl EBL EBT EBR WBL WBT WBR SBLnf' -«':· ™· "-·'>--·e"m=I'll.H..Illml"I Capacity (veh/h) 66*Id,I,2,837 1599 -.- - 1585 - -846 ... .. ..i· · Ld,0:u=. a·· ·A HCM Lane V/C Ratio 0.035 0.005 - -0.001 - -0.03 HCM Control Delay (s) 9.5 7.3 0 -.4 7.3 0 -9.4 j. HCM Lane LOS AAA -AA -A HCM 95th %tile Q(veh) * 0.1 0 - - 0 - -0.1 Synchro 10 Report KMK HCM 6th TWSC 2040 Total 5: Ames Street & W. 33rd Avenue PM Peak Intersection ''1..,..,,...... Int Delay, s/veh 4.6 Movenierif'mmllml.ImEBL EB¥-EBR Lane Configurations + Traffic Vol, veh/h 3 13 1 Future Vol, veh/h 3 13 1 Conflicting Peds, #/hr 0 0 0 Sign Control Free Free Free RT Channelized - -None Storage Length - - - Veh in Median Storage, # *f·% 0 - Grade, %-0- Peak Hour Factor 75 75 75 Heavy Vehicles, %222 Mvmt Flow ...4 17 1 WBE- --WB¥-W@* IBL-'10*'WBR--lar-507'95R"ll/Ill/I/Il 44 + 4 411312231 6 14 2 Allb .,It 411312231 6 14 2 00000000 0.- .I Free Free Free Stop Stop Stop Stop Stop Stop - None - -None .- - -None .'-0 - -O tz -0 _r -0--0--0- 75 75 75 75 75 75 75 75 75 "1||! 222222222 5 15 41 3 £ 31 1 8 19 3 i,imin* Major/Minor Majorl 11'4Major23...I#Illm-Minorl -"'Minor2'IlllIMIMI.IIBI4I,H.Illlq Conflicting Flow All 56 0 0 18 0 0 83 92 18 88 72 36 Stage 1 ,d - - - - - 6 - 26 26 .46 46 * -- Stage 2 - - - - - - 57 66 - 42 26 - Critical Hdwy IW 4.12 - -4.12 - ·3 - 7.12 6.52 6.22 7.12 6.52 6.22 1 Critical Hdwy Stg 1 ----- -6.12 5.52 -6.12 5.52 - Critical Hdwy Stg 2 17 -2 -1 - 6.12 5.52 0 - 6.12 5.52 *44 - Follow-up Hdwy 2.218 - -2.218 - -3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1549 -4 - 1599 - /: 904 798 1061 897 818 1037 Stage 1 ------992 874 -968 857 - Stage 2 - - -·i#-2* -9 - 955 840 *- 972 874 29, Platoon blocked, % - - - - Mov Cap-1 Maneuver 1549 - -1599 - -881 793 1061 866 813 1037 Mov Cap-2 Maneuver - - - - - -881 793 -866 813 - h Stage 1 j - - - . - -989 871 (I 965 854 *- Stage 2 - - - - - -929 837 -934 871 AppfoaciB «-1.- HCM Control Delay, s 1.3 9.7 - - 9.4 - - .i, -- --c HCM LOS A A 811-& - f#norGR@2*(FIWiir-lmET-EBL ' EBr- EBR "1NBL--WBT-WBRSBLn-1 -:'*.:.°-' ----- ' " .--0-h-.4--... Capacity (veh/h)807 1549 - -1599 - -844 HCM Lane V/C Ratio 0.043 0.003 - -0.003 - -0.035 HCM Control Delay (s) 9.7 7.3 0 .7.3 0 -9.4 11!1 HCM Lane LOS AAA-AA-A HCM 95th %tile Q(veh) 0.1 0 91 - '0 -3*: -410.1 1 Synchro 10 Report KMK HCM 6th TWSC 2040 Total 6: Sheridan Boulevard & W. 33rd Avenue PM Peak intersection Int Delay, s/veh 8.1 Movemelif' EBT-EBR WBL WBTWBR NBL NB¥'1QBR SBL SM¥50'R'if Lane Configurations + 4• li +1*9 +t• Traffic Vol, veh/h 1 1 29 4 1 7 42 1815 2 10 1805 9 Future Vol, veh/h 1 1 29 4 1 7 42 1815 2 10 1805 9 Conflicting Peds, Whr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized ·*6- - -None - -None - -None - -None Storage Length - - - - - - 0 - 0 - Veh in Median Storage, # - 0 - - 0 - - 0 - -0.44)· i ... Grade, %-0--0--0--0- Peak Hour Factor 1 95 95 95 95 95 95 95 95 95 95 95 95 "llmmwialllli Heavy Vehicles, %222222222222 Mvmt Flow * 1 1 31 4 1 7 44 1911 2 11 1900 9 .C./all-©ii Major/Minor "-sr"Minor2 -*1'"m'Awmma'"-*-Minorl "Majorl '1AINMA#Femi<m= - Major2 'M'#mam,w."Irmimpimm1mm=FV Conflicting Flow All 2971 3928 955 2973 3931 957 1909 0 0 1913 0 0 Ik Stage 1 . 1927 1927 -2000 2000 - - - - - - -4..bi .All Stage 2 1044 2001 -973 1931 - - - - - - - Critical lidwy <0, 7.54 6.54 6.94 7.54 6.54 6.94 4.14 --9 - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 -6.54 5.54 ------- Critical Hdwy Stg 2 6.54 5.54 -6.54 5.54 --------- i Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - -2.22 - - Pot Cap-1 Maneuver *2 *0 *309 < 2 *0 258 *462 - .306 Stage 1 *291 *255 -*62 *103 ------ F Stage 2 *245 *103 -*291 *255 - - -i.- - I lilililillillillillillillilillillillillillillillillillillill- Platoon blocked, %11111 1-- -- Mov Cap-1 Maneuver '2 *0 *309 *- 2 *0 258 *462 - -306 -- Mov Cap-2 Maneuver *2 *0 - *- 2 *0 - - - - - - - *i Stage 1 NA *263 *246 -*56 *93 , - - - - - - Stage 2 *213 *93 -*252 *246 ------- Approach ---'0-"- 86' SB VIMIA#ZIY HCM Control Delay, s 158.5 $2036.1 0.3 0,1 ts:,1 HCM LOS F aliia-[helf¢*11/F'"p.-NBE148rN-MR EBCR'IMMGT-50" SBT SBR. ..7 Capacity (veh/h) *462 - -51 5 306 - - :14'L HCM Lane WC Ratio 0.096 - -0.64 2.526 0.034 - - HCM Control Delay (s) 8 13.6 * -158$2036.1 17.2 ' - - - HCM Lane LOS B--FFC-- HCM 95th %tile Q(veh) i 0.3 2 - -2.5 2.7 0.1 -·Ate -4 Notes -: Volume exceeds capacity . $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon - i Synchro 10 Report KMK HCM 6th TWSC 2040 Total 19: Ames Street & West Site Exit PM Peak Intersection IHIIliI"""Im""IiIIlliIIlllIImlliliI Int Delay, s/veh 1 Movement'"#PIll" WBL WBR'rNBT NBR -bBL-SBT "' Lane Configurations ¥ + Traffic Vol, veh/h 4 5 49 0 0 27 Future Vol, veh/h 4 5 49 0 0 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized **04. - None * - None ., - None j Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - Grade, %0-0--0 Peak Hour Factor 60 60 60 60 60 60 11111111111111111111111111111111111111111111111111111 Heavy Vehicles, %222222 Mvmt Flow 8 82 0 0 45 Major/Minor 1MM Minorl F Majorl "1r Major2 Conflicting Flow All 127 82 0 - - - lk: Stage 1 <82 * - f,1.9.ChillEF f, .. .. Stage 2 45 - - - - - Critical Hdwy 6.42 6.22 4 - - Critical Hdwy Stg 1 5.42 - . - Critical Hdwy Stg 2 5.42 - - - - Follow-up Hdwy 3.518 3.318 - - - - Pot Cap-1 Maneuver 868 978 -0 0.- Stage 1 941 - - 0 0 / Stage 2 977 - - 0 0 Platoon blocked, % - - Mov Cap-1 Maneuver 868 978 »ii - - - ... 4 Mov Cap-2 Maneuver 868 - - - - - A Stage 1 941 . - - - - Stage 2 977 - - - - - 1-- ApproaOh--*\#8"-Ilil"'"-NB'''3#Ill.I.l.l..l.llllllllllllmmilllllilllml HCM Control Delay, s.9 0 * 0 HCM LOS A Minor Lane/Major-Mvirit'r NBTWBLnl- $81'-MIM,Ii.I#ImimiV,//mMI-IlivmiIlmi,Milim,/1 Capacity (veh/h) 9-4 - -926 -did'll'*-) 'llu'z ...r :'*al.£ =.,-UL 2.AIL_/I /........./*-2-1---=- .- HCM Lane V/C Ratio -0.016 - HCM Control Delay (s) i-9-t HCM Lane LOS -A- HCM 95th %tile Q(veh) ; -0 - ... Synchro 10 Report KMK HCM 6th TWSC 2040 Total 21: Ames Street & West Site Entrance PM Peak intersectiont'm Int Delay, s/veh 0.8 Movemenemm"WBE WMe'ABT NBR'-50[SBT-- Lane Configurations ¥ k Traffic Vol, veh/h 0 0 49 8 9 Future Vol, veh/h 0 0 49 8 9 Conflicting Peds, #/hr 00000 Sign Control Stop Stop Free Free Free RT Channelized *0- - None -None - Storage Length O---- Veh in Median Storage, # 0 .0 *- - Grade, % 0 0 - - Peak Hour Factor *: 60 60 60 60 60 Heavy Vehicles, %22222 Mvmt Flow 0 0 82 13 15 4 22 22 Free None i 0 60 2 ua. 37 Major/Minor 7,"m.Minorl -'' Majorl "' Major2''M Conflicting Flow All 156 89 0 0 95 0 ) Stage 1 '2. 89 - -v»bililibil&./ 4&'ll'W//#Ill'll"Mal$Juill'Im/Allililizill'/Ill'll Stage 2 67 - - - - - Critical Hdwy 1' 6.42 6.22 F - - 4.12 9 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - r Follow-up Hdwy 3.518 3.318 - -2.218 - Pot Cap-1 Maneuver** 835 969 . *1499 9 -7 Stage 1 934 - - - * Stage 2 956. -7'. 1 B 1-/I.-I'i 1, Platoon blocked, % - - Mov Cap-1 Maneuver 827 969 - 1499 9 - Mov Cap-2 Maneuver 827 - - - - - 1* iii* Stage 1 fl 934 *NEAdle'MNIFIMIFIMI,KVVErePIHIMIV,-NB,IVIIIPH'-SB 79:imfilip:Fr'----'M"----'---- HCM Control Delay, s 0 0 2,2 -6*.., *66. . -Ad HCM LOS A Miflor{Elem¥'¤UE'-48¥7NBRWBIM" SBL rSBT" --- --- Capacity (veh/h) * -1499 - l. 4 .. . hee_. ._Gl"#6,_IL, 1,12·. ..2 HCM Lane V/C Ratio - - -0.01 - HCM Control Delay (s) 4 --9 0 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) -lr. Synchro 10 Report KMK HCM 6th TWSC 2040 Total 17: North Site Access & W. 35th Avenue PM Peak intersection ·· · · ·f, - .. + 1 „,- . ..1 - .6. - -'- *..i, ' . ··- '• --I • ' 4'"' 0 'f·I'.-In' -7jT' '·It'"19'*' / 77/./......'.AF'·' -· ' 14·P V;r'.F--Arpf..'-90'r«·:€.·.P-, Int Delay, s/veh 0.6 Movemenivillmllllip-EBT EBR WBC-WBT NBC--NBR "M Lane Configurations 1,4 ¥ Traffic Vol, veh/h ·* 93 0 0 73 2 10 .w.LA,-.U,c'A,-1... I.•14.-V.4Wd=.E.A./ - Future Vol, veh/h 93 0 0 73 2 10 Conflicting Peds, Whr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None -None -None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 Grade, %0--00- Peak Hour Factor + 60 60 60 60 60 60 i Heavy Vehicles, %222222 Mvmt Flow ,.155 0 0 122 £,a 3 17 , Major/Minor "'-lil"' Majorl '"-wMajor2 "- Minorf"M Conflicting Flow All 0 0 155 0 277 155 Stage 1 -p * - 431' -*|Ii# 155 - - Stage 2 - - - -122 - Critical Hdwy .' - -4.12 -6.42 6.22 1, Critical Hdwy Stg 1 ----5.42 - Critical Hdwy Stg 2 9'< -5/lill'll'llill'll'llill'll'lli.........1////11////1/j) .il"lill"- - * - 5.42 - J Follow-up Hdwy - -2.218 -3.518 3.318 Pot Cap-1 Maneuver I, - -1425 * - 732 891 Stage 1 - - - -873 - / Stage 2 * - - - -920 - Platoon blocked, % - - - 1 Mov Cap-1 Maneuver * - -1425 -732 891 Mov Cap-2 Maneuver - - - -732 - f Stage 1 .d-, /1 873 fs, Stage 2 - - - -920 - HCM Control Delay, s 0 0 9.3 4. ... . HCM LOS A OlinoFLA-AWIVIA 6FlbVi:ft "'-'NE[AT'-EBT-EBR"WBE"VVBT. Capacity (veh/h)860 - -, 1425 -.//....4 I - |I- .Lh-ill HCM Lane V/C Ratio 0.023 - - - - HCM Control Delay (s) 1 9.3 *- -01* I ' HCM Lane LOS A--A- HCM 95th %tile Q(veh) FF 0.1 - - 0 4 - i Synchro 10 Report KMK