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TIA^The Shea Group a ParsmF~trix cniti(l,iny Yelm Avenue Dairy Queen Yelm, WA Transportation Impact Analysis April, 2003 Engineering • Planning • Environmental Sciences ._ ~ i FED 2 6 2003 DEVELOPER AGREEMENT -TRAFFIC IMPACT ANALYSIS Between: City of Yelm And: The Shea Group, Consultant And: Mike McKinnon, Developer For: Traffic Impact Analysis Mutual Agreements The Shea Group provides consulting and engineering services to the City of Yelm, including the review of traffic impact analysis prepared by developers. The developer desires to contract with the Shea Group for the preparation of a traffic impact analysis of his proposed development. The City and developer will accept the analysis and proposed mitigation of the traffic impact analysis. There will be no peer review of the analysis. The developer understands that the Shea Groups primary obligation is to the City of Yelm. Consultant %/~ Perry She J~rin ' a The Shea 'roup of Grant q~ck, Community Development Director City Yelm Develop ~,. c Mi a McKinnon TRANSPORTATION IMPACT ANALYSIS YeIm Avenue Dairy Queen Yelm, WA April, 2003 Project Information Project: Yelm Avenue Dairy Queen Prepared for: Mike McKinnon Contact: Mike McKinnon Phone: (360) 352-2004 Fax: (360) 943-5154 Reviewing Agency Jurisdiction: City of Yelm Project Contact: Jim Gibson, Development Services Engineer City of Yelm P O Box 479 Yelm, WA 98597 Phone: (360) 458-8438 Fax: (360) 458-3144 Project Engineer Prepared by: The Shea Group - a Parametrix company 8830 Tallon Lane, Suite B P O Box 3427 Lacey, WA 98509-3427 Phone: (360) 459-3609 Contact: Perry A. Shea, P.E., Principal Cathie Carlson Shea Group Project: 244-4456-001 File Number: o:\cad\4456\001\02\reports\transportation impact analysis ~~~ ~ ~ d Q~~a .~°~ _~ ' ~t~ ~o ww~ STEQ' 6~~ NA6 EN f ~x~ta~~ 12-~a -. ~ ~~ TABLE OF CONTENTS I. INTRODUCTION 1 Project Overview 1 Study Context 1 II. PROJECT DESCRIPTION Development Proposal III. BACKGROUND INFORMATION Area Land Uses Roadway Inventory Traffic Volume Data Public Transportation IV. PROJECT TRAFFIC CHARACTERISTICS Traffic Generation V. FUTURE TRAFFIC CONDITIONS Roadway Improvements Pipeline Development Projects Projected Traffic Volumes VI. TRAFFIC OPERATIONS ANALYSIS Signalized Intersections Unsignalized Intersections VII. MITIGATION VIII. CONCLUSIONS 24 25 3 3 5 5 5 5 6 8 8 12 12 12 14 17 19 22 The Shea Group - a Parametrix company Page i April, 2003 List of Figures Figure 1 Vicinity Map Figure 2 Site Plan Figure 3 2003 Base Year Traffic Volumes Figure 4 Site-Generated Traffic Volumes Figure 5 Site-Generated Traffic Volumes -Site Detail Figure 6 Pipeline Development Traffic Figure 7 Projected 2004 Traffic Volumes Without Project Figure 8 Projected 2004 Traffic Volumes With Project Appendices Appendix A Turning Movement Counts Appendix B Capacity Analysis Worksheets Appendix C Traffic Volume Projection Worksheet The Shea Group - a Parametrix company Page ii April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis I. INTRODUCTION Project Overview The Yelm Avenue Dairy Queen project consists of mixed use retail development at the northeast corner of Yelm Avenue and Plaza Drive. The project includes a 2,100 square foot fast food restaurant with two (Z) drive-through windows, a 1,500 square foot fast food restaurant without drive-through, a 2,000 square foot bank with drive-through, and 2,400 square feet of miscellaneous retail space. Figure 1 illustrates the site vicinity and the transportation network serving the project area. Study Context This report by The Shea Group documents the results of a Transportation Impact Analysis (TIA) of existing and future traffic conditions in the project vicinity. The study was prepared according to City of Yelm TIA Guidelines for new developments as part of the required environmental review submittal for the proposed project. Five intersections in the study area were analyzed. The project is expected to be completed in late 2003; therefore we have used 2004 as the horizon year for this study. The work scope for this study was determined through a scoping process involving representatives of the developer, the City of Yelm, and The Shea Group. The intersections to be analyzed were identified with input from City staff. The Shea Group - a Parametrix company Page 1 April, 2003 O Z W ~1 Q ~ ~O GROVE RD ~ w ~~ > ~ G P~ (n ~ WW } ~ '~ f' Q O N z a U Q ~ CREEK ST _ a U C MORRIS RD G \ Q PLAZA ST. ~ ~ Z W VANCI~ RD ~ ~ C3 >- ~ _ Q ~~ W ~~ ~~ ~ W CLARK RD a J W 1~ ~~ '~S !S, ~S ~ y1 Q o T < 0 E p L o 0 U S J lY J~ SJ C X ~ ~Ph^O~ ~~.~ d ~ E o ° ~~ ~~- ~`r Q~ a ~s` ~ o ~ /~ v J `, ~ I ~r ~~ c ^ s. ~ Yelm Avenue Dairy Queen Transportation Impact Analysis II. PROJECT DESCRIPTION Development Proposal The Yelm Avenue Dairy Queen project consists of a mixed use retail development at the northeast corner of Yelm Avenue and Plaza Drive in the City of Yelm. An 8,000 square foot building is proposed, to include a 2,100 square foot fast food restaurant with drive-through, a 1,500 square foot fast food restaurant without drive-through, a 2,000 square foot bank with two (2) drive-through windows, and 2,400 square feet of miscellaneous retail space. Access to the project will be provided by a single driveway to/from Plaza Drive. Internal connections will be provided to adjacent uses. The project site is located within the C-1 Commercial Zone in Yelm's Mixed Use Downtown District. The uses to be included in the Yelm Avenue Dairy Queen project are permitted uses within this zone. A reduced copy of the site plan showing the proposed building configuration and internal roadway network is provided on Figure 2. The Shea Group - a Parametrix company Page 3 April, 2003 F o z W ~u ~. ~. y, i ,~ ~„ a ~~ ~ .% ~~ ~ ~ ' W ~n ~~ e ~ ~ ~ .`` .` 4 , Q U ~ ~ 3~,~0 ~ ~ v i W ..~ ~ ~ ~ ~ u _., ~._ - ~ - ( y V / " Qn "" < W Z LL w fm °a~ :. ¢ Q v ~,. " , W.~ ~ {W~ o (..) a~.: t ~ti - F Q W W ~ W ~~_ ' W o -___ ~ ,.. ~ ~ a o ~ ~ z W a ~r'1~ -a. w f- ~ __ ._____ > > I` e W > ___ , ~ Z Q ____ i ~ W ~ d. J - ~_. _...... f ~ W _......~....~_ ~ `a ~ W r ~ H ,` N I ~, .T 0 ~~ ~ i O 4 ~ ~ >: u ~ E o (ZS o ~. ~ ~ W~ i ~ o U .~ w Yelm Avenue Dairy Queen Transportation Impact Analysis III. BACKGROUND INFORMATION Area Land Uses Surrounding land uses are generally smaller retail businesses. A Safeway store is located across Yelm Avenue from the project site. An Arco and a Chevron Station are located at the southeast and northeast corners of the Yelm AvenueBald Hill Road-Creek Street intersection. Nisqually Plaza Shopping Center to the west of the site includes a QFC, bank, Jiffy Lube and numerous specialty retail stores. Roadway Inventory Plaza Drive Plaza Drive is a private 2-lane asphalt roadway approximately 20-foot wide, with no sidewalks or shoulders. It provides access into surrounding commercial uses. Yelm Avenue (SR 507 Yelm Avenue (State Route 507) is a State facility. In the project vicinity, Yelm Avenue has recently been improved to full urban arterial standards, including two lanes in each direction and a center turn lane. The posted speed limit in the project vicinity is 25 mph. 103rd Avenue 103rd Avenue is a two-lane roadway which runs east-west between Yelm Avenue and Bridge St. SE. In the project vicinity, 103rd Avenue has narrow 10-foot lanes, and no sidewalks or shoulders. The posted speed limit is 25 mph. Clark Road Clark Road is a two-lane roadway which runs north-south. The posted speed limit south of Yelm Avenue is 35 mph and north of Yelm Avenue is 25 mph. Bald Hill Road Bald Hill Road runs generally east-west from the intersection of SR507/Creek St. NE. It is a two-lane roadway with paved shoulders. The posted speed limit is 40 mph. Traffic Volume Data Trafficount, a company specializing in traffic data collection, conducted evening peak period turning movement counts at five locations in the study area. The counts were conducted between 4:00 PM and 6:00 PM and were summarized for the highest single hour at each location. The following is a list of count locations: • Plaza Drive/Yelm Avenue (Feb., 2003) • Plaza Drive/103rd Avenue (Feb., 2003) • Yelm Avenue/Creek Street NEBaId Hill Road/Morris Road (July, 2001) • First Street/Yelm Avenue (July, 2001) • Yelm Avenue/Clark Road (Feb., 2003) The Shea Group - a Parametrix company Page 5 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Three intersections were counted in February, 2003, and two were counted in July, 2001. A 4% annual growth rate was applied to the 2001 count for the First Street/Yelm Avenue intersection. However, Yelm Avenue traffic volumes checked between Plaza Drive and Creek Street NE/Bald Hill Road/Morris Road (5 Corners) were lower in 2003 than they had been in 2001. Therefore, volumes were not adjusted for the 5 Corners intersection, and the 2001 count was used for this study. These traffic volumes were used for our base year operations analysis, and as the basis for future year traffic volume projections. Figure 3 represents the 2003 base year peak hour traffic volumes for this study. The turning movement counts are provided in Appendix A. Public Transportation Intercity Transit Route 94 provides transit service to the site weekdays during commute hours only, traveling between Little Prairie Center in Lacey and Nisqually Plaza in Yelm. Route 92 operates on Fridays only, traveling the same route that Route 94 uses. The Shea Group - a Parametrix company Page 6 April, 2003 0 _ Y1i ~ - " Z z ~ c? w Q 0 M O n O ~~ W " GROVE RD w ~~ C G F ~ > Q P~ ~ w W ~ ~ ~ 0 }~_- J W~ F- ~ } ~ ~ a rn } ~ 26 ~ ~ ~ ~ co co ~n ~- 47 v a ~ w w ~: v Q ~ ~ ~, y r 223 CREEK ST a H ~ Q 55 1 h t ~ ~ ~ ~ 7 2 -i u~ `n ~ ~ ~ 58 CR EEK ST U ~' ~ MORRIS RD ~- ~ ~ ~~ 21 ~ > ~ y r 27 PLAZA ~ D' _ ~ a I ~ t~ ~ w w ~ v '~ 24 rnN VANCIL RD Q W W ~ ~ c ~* ~n N ~-- 26 a U' ~, 4 ~ 114 PLAZA ST. ~ ~ s, 1htr' a Q N ~ 29 53 ~ ~ ~ rn ~~O ~ ~ ~ M a 1 O ~ ~~, ~ + ~ r 11 CLARK RD N ~~ IC ~ J ~ , v Q 'Z ,q J ,\O y ~ K W ~s~~~ ~, ~° s ~ ~ 1~~ ~`s ~ ~s N / ~ ~ y ti .~~ w 9 R 6~~ s ~ ' 8 ~ O 65. le - 9 v ~ a ~~ c `~ ~, ~ ~` Z ~ Q o ~ O s W ~~' WSJ (~ ~ ~ V ~ °c' ~ E <v -L ~ d~ S w a i ~ o > a w V J ~ o VJ _ '~ X X ~ • X ~ ® ~' c ~ c w Yelm Avenue Dairy Queen Transportation Impact Analysis IV. PROJECT TRAFFIC CHARACTERISTICS The two project-related characteristics having the most effect on area traffic conditions are peak hour traffic generation and the directional distribution of these traffic volumes. Traffic Generation Vehicle trip generation was calculated for this project using the trip generation rates contained in the current edition of the Trip Generation report by the Institute of Traffic Engineers. We have used trip rates provided in the Trip Generation report because they are more current than the City of Yelm Transportation Facilities Charge ordinance values. The pass-by rates used in our analysis are from the City of Yelm ordinance. The trip generation rates used are shown below in Table 1. ..Table 1 Trip;Generation Characteristics PM Peak Hour Trip Pass-By ITE Land Use (L.U. code) Unit Rate Rate Inbound Outbound Fast Food Restaurant with Drive-Through (LU 834) 1,000 sq ft 33.48 50% 52% 48% Fast Food Restaurant without Drive-Through (LU 833) 1,000 sq ft 26.15 50% 51% 49% Drive-in Bank (LU 912) 1,000 sq ft 54.77 25% 50% 50% Specialty Retail Center (LU 814) 1,000 sq ft 2.59 50% 43% 57% The total trip generation expected from this development was calculated by applying the total square footage to the appropriate trip generation rate. A project such as a mixed use commercial center tends to attract a large amount of traffic from people already driving on the area roadways. Those trips are not new trips added to the local roadways (primary trips) but represent "pass-by" trips according to the following definition: Pass-bv trips are trips made as an intermediate stop from an origin to a primary destination (i.e., stopping to shop on the way home from work) by vehicles passing directly by the project driveway. It is expected that approximately 5% of the total customers visiting the restaurants and retail uses during the evening peak hour will be "mixed use", or people attending both the restaurant and shops. Project traffic volumes after reductions for "pass-by" and "mixed use" trips represent the "new-to-network" trips. The total project trip generation and new-to- network trip generation calculations are shown on Table 2. The Shea Group - a Parametrix company Page 8 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Table 2 Project Trip Generation 5% Net PM Peak Mixed Total New Hour Use Driveway Pass-By Project Land Use Trips Discount Volumes Discount Trips In Out Fast Food Restaurant With Drive-Throu h 70 4 66 33 33 17 16 Fast Food Restaurant Without Drive-Through 39 2 37 18 19 10 9 Drive-In Bank 110 5 104 26 78 39 39 Miscellaneous Retail Sales 6 0 6 3 3 1 2 Net New Trips 133 67 66 Trip Distribution The vehicle directional trip distribution to and from the site will be based primarily on: • the area street system characteristics, • current travel patterns on the area roadways, • the proposed access system for the project, • locations of residential areas, employment bases, and shopping commercial centers. For this study, the regional distribution of traffic to and from the proposed project was estimated using the regional transportation model. The Thurston Regional Planning Council (TRPC) created the area-wide transportation model with cooperation from the local jurisdictions within the County. The model, developed using the TMode12 software package, has been calibrated to accurately represent the existing vehicle travel patterns throughout the entire County. In the transportation model, the County-wide transportation network is divided into 483 "Traffic Analysis Zones" (TAZs). The Yelm Avenue Dairy Queen is located within TAZ number 397. A distribution analysis was performed for this project by conducting a "Select Zone Analysis" for TAZ 397. This feature of the TMode12 software package allows all of the traffic into and out of a particular zone to be isolated and shown separately from the rest of the traffic on the network. This graphically shows the percentage of vehicles currently using each of the available routes into and out of the area (SR507, Morris Road SE, Bald Hill Road SE, Creek St., 103rd St. SE, etc.) From this information, regional distribution percentages were calculated for future traffic from the proposed Yelm Avenue Dairy Queen project. The "pass-by" trips were distributed onto the roadway network based on current PM peak hour directional traffic volumes on Yelm Avenue. Figure 4 shows the total project traffic distribution, including pass-by traffic. Figure 5 shows a site detail of the total project traffic volumes. The Shea Group - a Parametrix company Page 9 April, 2003 ~~~_.... ~ ~ z N Oz ~ L~ w ~ ~ e o a *- ~ ~ o ~ ~ 0 ~ ~O 7 ~ GROVE RD ~ > ~~ ~ -~ ~ .~, h H N a Q-~ o ~ W ~ N a W? .~F.~ ~ Q ~ y `'~ ~ ~ w ~ ~ Q a O > ~ ~_ ~ CREEK ST ~ '~ ~ ~ MORRIS RD ~ ~ Q 3 ~ a t ~ ~~o r 4 PLAZA 1 ~ I D R ~'` ~ " Z ~ ~ ~ o r f 3 ~ m ` t~ W 3 VANCIL RD y 0 ~ ~ 3~ ~ ~ 11 ~ ~ ~ ~ ~^ ~ ~~~ Q-~ ~ /moo ~ ` S. t , o° ~ ~O r ! ! ~~~ ~ •` / ~I ~~ ~ ~ ~ ~~S ~ ~ S~ ~ ~, ti ~~ ~ ~ ~ ~ s ~ o ~^~~ ^ ~ ~~ ~`~ ~~os P ~S WSJ ~~V ~~ ~~ ~s ~Sl ~ R S S e Z ~ ~ Z CLARK RD f ~ W W ~.. ~ N 1 -- ~ Q N ~ J W W W J U ~ ~ ~ Q r~ ~- ~ ~" O Q Q ~ I- ~ w ~ ~ ~ o Y ~ ~ °> 0 ° Q ~ m o o ~ ~ z ~ f= Q W ~ O z ~ o W ~ 0 ~ W I Z N_ h - ~ ~ ~ (n W W Q CO ~ Z p~ e ~ ~ z X X 1.~ ~ i~ ~; c ~~ a - I~ ~I° ~ x ~, E E o ~~ o ~o ~i~ i ~ • U~ ~ CL v J ~ I /~` U ~' i I L U` r C 0 ~ ~ Z z ~ U J J J ~ ~ ~ ~ ~ H H ~ ~ Q O - O~ Q. ON ~ Y ~ 0 Z ~" ~ ~ Z I- ~ ~ Z D ~ O~ ~ O O ~ Zp ~ O Q W m~ m m~ ~ O m`- ~ a lY I Z ZO ~ O I Q ~ O ~ w ` ~ r Z W p t- Q ~ J > a O (n ~ C' w I W ~ o~ Z o ¢ ~ Z o0 o° ~ w ~ W z ,- z m ~ m m '~ I- a ~ z z z ~ ~ ~ Q ~ ~ W ~ ~ ~ ~ L~ J ~ O ~ > ~ V ~ ~ ~ z CREEK STREET _ ~ j ' 1 .- 11 a w 10 -- Qi ~ o Q ~ Q W o a ~~ ~ z ~ ^ ~ W~ ~ W > a o ~ ~ ~ o ~ ~ ~ ~ w ao ~ ~ J ~ Q W C~ ~ ~ ~ u `,^ Z W ~- 11 ~-- 1 1 ~ `n 'ti~~, w w PLAZA DR j 4 ~ y t 52 [41 ]~ ~ ~ cn °- 11 -+ 11 - - !~ 151 [ 22 ] 2 7 1 ~ -~ o> W ~ Z 1 ry~~ Q U a~ Q a~i `' Q ~ tWi W O ~~ c ~ Z Y ~ ~ U C.J W ~ O c. v; o JQ ~~\ W O w ; LL d ~- ff ~ v u h ~ ~ W z o ~¢ -~ ° °' ~°' CCS 0 E ~J ~ ~~ ~ ~ ~ 3 N cn ~~ ~ cn Q~I i ° - ~ z a o ~ Z ~ .r f ~ ~ o ~ ~ c I ^ x x X x X X X X ~ _ I ~ ` 1 ~ ^ ; c~ L C` C Yelm Avenue Dairy Queen Transportation Impact Analysis V. FUTURE TRAFFIC CONDITIONS Roadway Improvements The City of Yelm, in conjunction with the Washington State Department of Transportation (WSDOT), has identified several improvements that will be required to maintain acceptable traffic flows along the SR 507 corridor. The second phase of these improvements, widening Yelm Avenue to urban arterial standards between 3rd Street and Five Corners, has recently been completed. In addition to the Yelm Avenue improvements, the City of Yelm has identified other roadway improvements in the project area. These include the following: 103rd Avenue from West Road to Creek Street -widen roadway to urban standards West Road from 4"' Street to 103rd Avenue -widen east side to commercial collector standards and portions of west side to match built section Pipeline Development Projects A pipeline development project is defined as a development in the project area that is either under construction, approved for construction, or in the permitting process. In the study area, four pipeline projects were identified that will add traffic to the study area. A 46-lot residential subdivision is proposed on Middle Road, and a 48-unit apartment complex is planned on Vancil Road. A 61-lot subdivision with a convenience store/gas station is proposed on South First Street. The fourth pipeline project is Canal Road Park, a city park to be developed on Canal Road between Flume Road and Railway Road. Table 3 below shows an estimate of the new-to-network trips these projects will add to the roadway network. Table 3 Pi eline Projects - PM Peak Hour Tri Generation Project New-to-Network Trips Inbound Outbound Vancil Road A artments 29 19 10 Middle Road Subdivision 46 29 17 Bruno subdivision/commercial 131 75 56 Canal Road Park 85 54 31 Total 291 177 114 The traffic volumes in Table 3 were distributed onto the roadway network using the same methodology described for projected Yelm Avenue Dairy Queen site traffic. The total pipeline traffic volumes used for this analysis are shown on Figure 6. A worksheet identifying the pipeline traffic volumes for each project is included in Appendix B. The Shea Group - a Parametrix company Page 12 April, 2003 0 Z w c~ w a 0 0 0 ~ ~O GROVE RD w ~~ {~ ~ O r ^ Q v ~P w ~ W W I } V ~~~ ~y ~ W ~ ~ Q OC =N t 3 ~ W ' CREEK ST j y `~ 9 W Z ~ '', r1,~ (, ~ ~ MORRIS RD W ~ N N N ~J ~ 3 PLAZA O Q f DR 4~ ~~/ e °` ~ VANCIL RD W ~ > W ~ W a ~~ W ~ Z w ~o } J ~ a ~~ `~~ ~~, ,~ 1 CLARK RD a ~~, .'' ~~~ ~S~S ~`~,~~ ~S ~ ~ ti .~~ w s c'~ ~9~~ ~ ~ s` ~ ~ 1 ~ ~ ~~ ~ ~o"` ~ o z Q ~ O o ~ ~~s w ~ ~ ~ o J~, d%J (~ oz ~ .k ~ E ~~h^°~ ~.~~ d' J Q (~ o ~~' ~ - ~s w ~ ~ ~ ~ S~ ~ a ~ o • . V J ~, ~ c c X fit' W n. X • X o' c ~ ^ .~ c .~ ~ c Yelm Avenue Dairy Queen Transportation Impact Analysis Projected Traffic Volumes In addition to traffic from the identified pipeline developments, it is anticipated that background traffic growth will occur within the study area. To estimate the traffic volumes that will be present at the study intersections during the 2004 project horizon year, we applied a growth rate of 4% to the base year traffic volumes. The 4% growth rate was determined by the City of Yelm. The projected 2004 traffic volumes, including pipeline traffic volumes, without the Yelm Avenue Dairy Queen project are shown on Figure 7. We then added the estimated traffic from the proposed Yelm Avenue Dairy Queen project to calculate the horizon year total traffic assignment. The projected 2004 traffic volumes, including project site traffic, are shown on Figure 8. The Traffic Volume Projection Worksheet is included in Appendix B. The Shea Group - a Parametrix company Page 14 April, 2003 0 ~ ~ Z w Z c~ w a 0 0 F 0 `~ ~ ~° W ' 7 GROVE RD w ~~~ O > O ~... ~n a ~P~ 0. (n a w O ~ H ~ w WE W > ~~~ r > ~ z a~ ~" t30 ~ rn rn Oyw O = Q ~ ~ ~ ~- 49 ~. ` r H ~, y ,( 241 CREEK ST a U ~ Q 75 -- `~ ~ 63 ~ ~ "' CREEK ST W U ~' MORRIS Rp ' ~ ~~ ~`- ~25 J Q Q ~ y r 28PLA ZA O ~ ' ~ ~ ~ W cv r '~ 25 °c~.i VANCIL RD ~ ~ v .n N t- 27 ~ C~ ~, 4 r 119 PLAZA ST. ~ ~ 84 ~' h T ~- H o ~ 24 ~ ~ o ~ ~ ~n corn Q- 1 ~y „~a 1 30 ~ W ,~ 59 ~ ~ F~ ~ t- ~ 1 ~ ~ ~~ ~ r 12 CLARK RD N ~ ~ ~ Q 9 .~ ~ W ~ ~ '` V ~- W O s ~ ~ ~~` ~ ~"~ ~ ~S ti ,~ w o ~ `~~ 9 `~ ~ ~ r ~S` 8 ~~5~ ~ o a, 1 ~ ~ T .~ o cn ~ ~k~ ~` Z r- ~ ~ • o O s W ~ 0 ~~' `WSJ ~ ~ v E ~ ``~~~ ~~~ y ~"~ ~~{{ `v ~ ~~, ~ c ~ S w a ~ o > ~ w ~ S~ ~ ~ ~ n- * ~ o, c c I X ^, VJ _o ~ X ~ ~ X ~ ^ °' c c rn ~ c w 0 ~~' l~e~--- •• ~ Z z ,~, a a 0 o F ~ ~O GROVE RD "' w ~~ W ~ ~ O ~n ~F' U7 a w ~ ~ ~ a ~ ~ W W ~ ' F. ~ r = .~ Q co ~ ~30 Qy ~ ~ ~ ~n ~ E- 49 w ~. wN Q ~, y r 252 CREEK ST . . 4. Q N 571i1~f W ~- ~ 75 --- N ~ ' ~ C _ 63 ~ N '~' "~ CREEK ST = CJ MORRIS RD ,..~ L~ ~~ ~`~ ~32 0 Q ~ j ~- l 32 PLAZ ~ ~ a ~ ~~ _ W ~ w ~ cv } ~ 25 °~ VANCIL RD ~ W ~ ~ ° N •- 27 Q ~ ~1 r ~, 4 C 119 PLAZA ST ~ ~ ` . 111 ~ ~ I (~ ~ Q 24 -- Q' '~ 31 ~ ~ 83 ~ c°o ~ Q~ ~ ~ r~> ~ ~ N W ~~ lJ ~ y r 12 CLARK RD 0 9~,~ IC J W ~ Q 9~ ~ ~,~ `'~ ~ ~- W 1 ~ ~ w ~ ~ O a ~O ~1 ~~~~ ~ 5 F~ ,lS, ~ ~~ '~S ~ ~ / JI ~~ rs w O ~ ~SZ 9 ~ vl ~ O 1!^ ~ S~ 8 ~~! ~ S! > ~ 1 7 ~ ~. ~k ~ 0 ~ ~ l!1 ry 1 ~ ~('~ ~ 1 ` Z ~ H O 4 C • ~ ~ W ~' L- ~ O . J~ WSJ ~ ~ ~ ~ C P 1o~ ~ ~~ J ~ E ~ ~ ~>' -~ Q- ~d '~S w a ~ o ° ~~ '~S~ ~ d ~ ~ w o • ~ ~, c c X ^^,, W c • X ~ X ~ a' c ® c ~ C ~' Yelm Avenue Dairy Queen Transportation Impact Analysis VI. TRAFFIC OPERATIONS ANALYSIS Traffic analyses were conducted to determine any capacity deficiencies within the study area for the base year 2003 and the 2004 horizon year. The acknowledged source for determining overall capacity for arterial segments and independent intersections is the current edition of the Highway Capacity Manual. Capacity analyses were completed for the base year 2003 and projected 2004 peak period traffic volume scenarios. Capacity analysis results are described in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). Level of Service C is the concurrency standard for the City of Yelm, with the exception of the designated "urban core" area, which includes the Yelm Avenue corridor. The City has adopted a lower service level (LOS F) for this area of the city. Level of service calculations for intersections determine the amount of `control delay' (in seconds) that drivers will experience while proceeding through an intersection. Control delay includes all deceleration delay, stopped delay, and acceleration delay caused by the traffic control device. The level of service is directly related to the amount of delay experienced. For signalized intersections the overall LOS grade represents the weighted average of all movements at the intersection. For intersections under minor street stop-sign control, the LOS of the most difficult movement (typically the minor street left-turn) represents the intersection level of service. The LOS criteria for stop-sign controlled intersections are different than for signalized intersections because driver expectation is that a signalized intersection is designed to carry higher traffic volumes and experience greater delay. The following tables show the level of service criteria for signalized and stop-sign controlled intersections. Table 4 Level of Service Criteria for Signalized Intersections Level of Service Average Control Delay (seconds/vehicle) A <_ 10 B > 10-20 C >20 - 35 D >35 - 55 E >55-80 F > 80 The Shea Group - a Parametrix company Page 17 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Table 5 Level of Service Criteria for Stop-Sign controlled Intersections Level of Service Average Control Delay (seconds/vehicle) A <_ 10 B > 10 - 15 C > 15 - 25 D >25-35 E >35-50 F > 50 The capacity analyses were completed for traffic volume conditions expected to occur during the evening peak period at all study intersections. The analyses were performed using Highway Capacity Software for stop sign-controlled intersections and Signa12000 for signalized intersections. The analysis was conducted for the following three traffic volume scenarios: Existing 2003 traffic volumes Projected 2004 traffic volumes without Yelm Avenue Dairy Queen Projected 2004 traffic volumes with Yelm Avenue Dairy Queen The capacity analysis worksheets are provided in Appendix C. Following is a description of the level of service analysis for the study intersections. The Shea Group - a Paramefrix company Page 18 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Signalized Intersections Yelm Avenue/First Street This intersection operates under actuated traffic signal control with protected left-turns at each approach. The eastbound and westbound approaches on Yelm Avenue each have single exclusive lanes for each movement. The northbound and southbound approaches on First Street provide exclusive left-turn lanes and shared through-right lanes. The intersection currently operates at a LOS D condition during the evening peak hour. By the 2004 horizon, the intersection will degrade to a LOS E condition with the addition of background and pipeline project growth. After completion of the proposed Yelm Avenue Dairy Queen project, the intersection delay will increase slightly, but the intersection will remain at a LOS E condition. The Yelm Avenue corridor has an adopted LOS standard of LOS F. The City of Yelm, in conjunction with WSDOT and the Federal Highway Administration (FHWA), has plans to construct two bypass routes (known as Y-2 and Y-3) around the downtown area. Construction of the bypass routes will reduce the traffic demand on Yelm Avenue and will improve the operation of the intersections through the downtown core area. The two bypass routes are in the preliminary planning stages with no specific construction timeline. The following table summarizes the LOS Analysis results for the intersection: Table 6 Yelm AvenuelFirst Street LOS Operational Summary - PM Peak Hour Base-Year 2003 Projected 2004 W/O Project Projected 2004 with Project Approach LOS (Delay) LOS (Delay) LOS (Delay) Southbound E 59 F 83) F (83) Northbound D (52) E 74) E (79) Westbound D (39) D (50) D (54) Eastbound E (57) E (68) E (72) Total Intersection D (51) E (66) E (69) The Shea Group - a Parametrix company Page 19 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Yelm Avenue/NE Creek Street/Bald Hill Road/Morris Road This intersection operates under actuated traffic signal control. The east-west approaches on Yelm Avenue operate with protected left-turns and concurrent through movements. The northbound and southbound approaches (Bald Hill Road and Creek Street, respectively) operate under split phase timing. The eastbound and westbound approaches on Yelm Avenue each have single exclusive lanes for each movement. The northbound and southbound approaches on Creek Street and Bald Hill Road provide exclusive left-turn lanes and shared through-right lanes. For existing 2003 PM peak hour conditions, the intersection operates at a LOS C condition. By the 2004 horizon, with the addition of background growth and pipeline development traffic, the intersection will remain at LOS C. When the Yelm Avenue Dairy Queen project is completed in 2004, the delay at the intersection will increase slightly; however, the intersection will remain at a LOS C condition. The following table summarizes the LOS analysis for the intersection. Table 7 Yelm Avenue/NE Creek StreetBald Hill Road/ Morris Road LOS Operational Summary - PM Peak Hour Base Year 2003 Projected 2004 W/O Project Projected 2004 with Project Approach LOS (Delay) LOS (Delay) LOS (Delay) Southbound D 49 D 54 D 54 Northbound D (38) D (40) D (42) Westbound C (24) C (25) C (26) Eastbound C (23) C (24) C (25) Total Intersection C (28) C (30) C (30) The Shea Group - a Parametrix company Page 20 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Yelm Avenue/Clark Road This intersection operates under actuated traffic signal control. The eastbound and westbound approaches on Yelm Avenue and the southbound approach on Clark Road provide exclusive left-turn lanes and shared through-right lanes. The intersection currently operates at a LOS A condition during the evening peak hour. By the 2004 horizon, with the addition of background growth and pipeline development traffic, the intersection will continue to operate at a LOS A. With the completion of the Yelm Avenue Dairy Queen, the intersection will remain at a LOS A condition. The following table summarizes the LOS analysis for the intersection. Table 8 Yelm Avenue/Clark Road LOS Operational Summary - PM Peak Hour Base Year 2003 Projected 2004 W/O Pro~ect Projected 2004 with Pro~ect Approach LOS (Delay) LOS (Delay) LOS (Delay) Southbound C (32 C (32) C 32 Northbound C (32) C (32) C (32) Westbound A (6) A (6) A (6) Eastbound A (6) A (7) A (7) Total Intersection A (8) A (8) A (8) The Shea Group - a Parametrix company Page 21 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Unsignalized Intersections Plaza Drive/Yelm Avenue This intersection operates under stop sign control on Plaza Drive. The east-west approaches on Yelm Avenue provide exclusive lanes for each movement. For the existing 2003 PM Peak hour conditions, the intersection operates at a LOS F for the north and south-bound left turns. By the 2004 horizon, the intersection will remain at a LOS F condition with increased delay with the addition of background and pipeline traffic growth. After completion of the Yelm Avenue Dairy Queen project, the intersection delay will increase further, and the intersection will remain at a LOS F condition. As mentioned earlier in this report, the City of Yelm has adopted an LOS F for the Yelm Avenue corridor pending construction of the Y-2 and Y-3 bypasses. The intersections of Creek St.Bald Hill Rd./Morris Rd. and Vancil Road are both signalized, which causes "gaps" in the traffic and allows vehicles exiting from Plaza Drive an opportunity to enter traffic on Yelm Avenue. Vehicles exiting the Yelm Avenue Dairy Queen also have the option of turning north and exiting onto 103rd Avenue. Plaza Drive/103'd Avenue This intersection is under stop sign control for Plaza Drive. All approaches have a single lane in each direction, and left turn lanes are not provided. The intersection currently operates at a LOS A during the evening peak hour. With the addition of background traffic growth, the intersection will continue to operate at LOS A by the 2004 horizon. After completion of the proposed Yelm Avenue Dairy Queen project, the intersection will continue to operate at a LOS A. The following table summarizes the LOS analysis for the unsignalized intersections. - Table 9 PM Peak Hour Unsignalized Intersection Level of Service (LOS) Sununary Existing 2003 Projected 2004 Traffic Volumes Traffic Volumes Without Project With Project Intersection LOS Delay LOS Delay LOS Delay Plaza Dr/Yelm Ave.* F 62.8 F 113.1 F 270.3 Plaza Dr/103rd Avenue * A 9.7 A 9.8 A 9.9 * Two-way stop control: LOS and Delay shown for the minor street left-turn movement. The Shea Group - a Parametrix company Page 22 April, 2003 Yetm Avenue Dairy Queen Transportation Impact Analysis Table 10 shows a summary of the operations analysis for all study intersections. The capacity analysis worksheets are provided in Appendix C. Table 10 Level of Service (LOS) Summary PM Peak Hour Existing Pro~ected 2004 Volumes Intersection Control Type 2003 Volumes Without Project With Project Yelm Avenue/First Street Signal D (51) E 66) E (69) Yelm Avenue/Creek Street/Bald Hill Road Signal C (28) C (30) C (30) Yelm Avenue/Clark Road Signal A (8) A (7) A (7) Plaza Drive/Yelm Avenue Sto Sign F (63) F (113) F (270) Plaza Drive/103rd Avenue Stop Sign A(10) A(10) A(10) The Shea Group - a Parametrix company Page 23 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis VII. MITIGATION Traffic generated by the proposed Yelm Avenue Dairy Queen project will have a measurable impact on the area roadways and intersections. Analysis described in the previous section indicates that the area roadways can accommodate the additional traffic generated by the proposed project. Although the project will not create any unacceptable traffic impacts, the project proponent will be responsible for some mitigation to offset the addition of traffic to the area roadway network. Frontage Improvements The project developer will be responsible for street improvements and frontage improvements along the property frontage on Plaza Drive. The improvements will include roadway improvements, curb to curb, and planter strip and sidewalk along the property boundary on Plaza Drive. Yelm Avenue is fully constructed and no additional improvements are needed. City of Yelm Transportation Facilit~Char eg (TFC) To help fund system-wide roadway improvements, the developer of the Yelm Avenue Dairy Queen will be responsible for a transportation facility charge payment to the City of Yelm. The actual amount will be based on the current city ordinance and will be calculated by City staff. The Shea Group - a Parametrix company Page 24 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis VIII. CONCLUSIONS 'The Yelm Avenue Dairy Queen project will consist of one 8,000 square foot building, including a fast food restaurant with drive-through, a fast food restaurant without drive- through, abank with two (2) drive-through windows, and miscellaneous retail space. The project is located at the northwest corner of Yelm Avenue and Plaza Drive, in the Mixed Use Downtown District. The project is consistent with the City's zoning. The Yelm Avenue Dairy Queen project will add traffic to the local roadway network. This study has analyzed the peak traffic potential to/from the site following construction. Results of the analysis indicate that the planned roadway improvements within the area will accommodate the increase in traffic generated by the proposed project. The Shea Group - a Parametrix company Page 25 April, 2003 Yelm Avenue Dairy Queen Transportation Impact Analysis Appendix A Turning Movement Counts The Shea Group - a Parametrix company Appendix A April, 2003 FROM TRAFFICOUNT FAX N0. 360 491 1079 Feb. 24 2003 11:31AM P2 ELM, WASHINGTON 'LAZA DRIVE 'ELM AVE ,0C# O1P SHG03051M T~ PLAZA DRIVE TRAFFIC~UNT, INC. 4820YELM HWY 13-195 lACEY, WASHIN4TON 98503 360-491-8116 Grou s Printed- PRIMARY YE~M q /E ~- ~'- PLAZA aRIVE ' File Name : SHG05101P Site Code :00000001 Start Date ; 02/20/2003 Page No :1 _ From North I Ftotn East „_ rom ~ouur ~ ~~,~. .-~. .. .. __.... _ nDP~ Fsdu. IneJu. Int. StartDma Rl~ht . Thm Lett Truck f dad P:rgM Taro left Truck ~~ Right TIuLL laR Truck otal R181a Thnr Left Tnrak TObrl Total Total Total _Faaor 1.0 SA l.o SA i.o iA 1A ~ LA 1.0 ~1.0 1.0 1.0 !.0 IA SA 1.0 a 04:OOPM 14 8 29 1 43 8 132 8 6 148 4 6 28 0 38 15 132 8 7 155 13 384 s97 04:35 PM 16 9 i9 0 40 18 125 ! 2 142 4 5 13 0 32 al S40 25 13 187 15 40S 418 04:30 PM 11 4 24 0 s9 9 i45 2 2 158 e S 29 0 42 20 149 10 6 173 8 410 418 04:45 PM is 6 22 2 41 i3 1z9 s 3 !51 4 5 29 0 38 21 144 is 6 1s0 30 430 420_ Totef b4 '- 21 e8 2 163 , ae Bas " 20 12 SY7 20 21 109 0 ' i50 87 669 49 32 6s5 46 1605 ' StiSi Os:oOrnt 13 6 18 0 07 0 119 SO a 138 8 11 s3 0 52 21 348 11 11 17! 15 40A a19 05:15 PM 7 8 20 0 35 1a S18 7 6 117 7 3 Z8 0 38 27 145 11 4 1E33 9 383 402 05:SOPM 4 8 25 0 37 7 98 6 2 132 9 3 Z8 i di 25 144 5 2 174 b 384 s69 05:45 PM _ 10 7 zo o _ 37 8 loi 7 2 ii6 i0 6 36 O 52 20 iae 5 ,_ 4 171 - 6 378 982 ToW 34 33 81 0~ id6 38 435 30 13 503 34 23 126 1 183 93 b80 32 2i 705 - 35 1537 1572 tfranaToml 6B bz 169 2 ao9 I fN 966 50 26 1i00 ~ 54 a4 2a6 i S33I 180 1119 8i 63 t40o' 81 3142 3321 gpproA!Q 28.6 18.8 54.7 7.8 876 4.5 16.2 13.I 70.6 1 12.9 81A S.8 Tulalx 28 1.T 5.d 9,8 2.7 30.7 1.6 35,0 1.7 3.4 7.5 10.8 5.7 38.3 2.8 44.6 2.5 97.5 ' " p'~--'-" YELM A ~ E PLAZA DRIVE • YELM /1V~ Fromt No h From East From South From Wgst SWRTimc I R+ghr TlLnr I. I.att App. TOW P:ipM ~. Thrtl left App.Totat RIQrt Thru Left App.Total Right TPiv ~.. .Left ADP•Tofal IR1.701J1 'tak HOUrFrom 04:00 PMto05:46 PM- Pik i of 1 I~rt¢rsccflnn oa:1gPM Volume 53 zs B1 157 a7 518 ?Z 567 24 26 iia 16d a3 572 52 717 1826 PeroorR 33.8 id.6 91.6 s.0 88.2 3.7 14.6 15.9 89.6 33.0 79.8 73 04:46Vuluma 13 6 22 al !3 129 9 151 4 5 2S) 39 21 104 18 180 4I0 p99i Peak Factor Hiyh lot 04:46 PM 0480 PM OS:00 PM 04:15 PM Velµme 13 8 22 ai 9 14b 2 156 8 11 33 52 31 i40 i6 187 P,mk Factor 0.957 D.9<1 0.788 0.969 ~esK ri0urham 04:00 PM t0 05:45 PM • Peak i of i oy approach 04:00 PM 04:00 PM 05:00 PM ~ 04:15 PM volume 84 21 8s 10a 48 531 20 897 34 23 126 18a 43 572 52 Ti7 PatceM a3.i 12.9 54A 7.7 88.D 3,4 18.8 12.8 68.9 13.0 79.8 7.3 NigIL Im. W:00 PM 04:30 PM 06:00 PM 04:15 PM volums 14 9 23 43 8 145 2 156 8 L1 33 52 51 !40 18 187 PeakfaeMr 0.848 , OA57 OB90 0.9b9 FROM TRAFFICOUNT FRX N0. 360 491 1079 Feb. 24 2003 11:32AM P3 ELM, WASHlNG70N PLAZA DRIVE ELM AVE AC# 01P SHG03051M' TRAFFICOUNT, INC. 4$20 YELM HWY 8-195 LACEY, WASHINGTON 98503 360-~91-8116 PLAZA DRIVE .~. YEI~~~ File Name : SH(305101P Site Code :00000001 Start Date :02/20/2003 Page No : 2 DRIVE ~~ { YELM AVE sarcnme Rirht 7lau _I I.cR ~ APp.TOtal I Rl10tt 1 _ Thor ~. is8 ~ ADD• Loral ~ . ruy{n[ t iaru ~ ~m ~ ^PJ '•'°'°, ~ '^°"` ; our Front oa:OD , PM to 05;41 ~M • Peak 1 of 1 itmeruerion 04:15 PM s 23 81 167 4T 518 22 587 24 26 114 i84 83 572 52 717 3626 Volumc 5 Pasant 33.8 1d.6 51.6 B.0 88.2 3.7 14.8 15.9 69.5 i3.0 79.8 T.3 180 410 o4:45VO1ume 13 8 22 43 u 129 9 f51 4 5 29 38 21 144 t8 0.991 Peak Factor 04:45 PM ISi51t Int 04;30 PM 05:OOPM 04;15 PM . vowma i3 8 22 41 9 145 2 168 8 11 ~ 52 31 140 16 187 Pcakfacwr D.967 0.941 0.788 0.959 PLAZA DRIVE~.~t~ ~~1 L I~.J <_sa21 ..C: __. . ant 1 LL- s1 I ~ ~ ~~ ~° North ~ ~ .. { w ~ ~ ~ ~---- Oro34;S5:00PM 4 'c D } oros c:oo:oo PM m r "' ~~ .eF"! ... l~ ~, T r ~ ~ Oul In Totai FROM TRAFFICOUNT FRX N0. 360 491 1079 Feb. 24 2003 11:32AM P4 'EIMr WASHINGTON 1LAZA DRivE JE 103RD ST .OC# 02P SHG03051M •~ - DRIVWY~- YRp-FFICOUNT, INC. 4820YELM HWY 8-195 LACEY, WASHINGTON 98503 360-491-8116 File Name : SHG05102P Site Code :00000002 Start Date :02/20/2003 Page No :1 NE 143RD ST ~ _. From North 1 ~ _ . ._ F tam t.. BSC - m orn ~ t tt uui ck Tr -- ~P' RigM , Thty •~•,• .. Lclt ..... TNdr ADP __ EKDIII• I kndu. 1 nt l T StartTfine RI¢rt Thro Lett i Tnwk 7oW Right rn-a Leh Trucx ~~ RiLM T hat e u Totai Total To k! ,Total ota Factor _ 1.0 t 1A 1.0 1.0 1.0 1.0 ~ ~ LO 3.0 ~~~ _ 1.0 1.0 1.0 ~ 2A ~ , 1.0 LA 3 ~~ 1.0 0 1A 0 38 0 88 1 , .~ 66 04i00PM o o ~ 0 0 0 0 8 9 0 15 8 0 b 0 33 a a 7 2 24 0 , 0 33 1 BB 69 04:16 PM 0 0 0 0 0 0 19 4 1 29 7 0 7 O L 20 a 0 4a O 50 50 04;30 PM o o O o 0 0 ST 3 0 20 3 0 a o 6 4 25 O t 31 ! 72 73 04;45 PM 0 0 0 0 0 ~~ 0 21 2 15 0 ~ 1 23 81 7 25 0 11 0~ zs 0 18 ~ 0 bl 8 23 ioi 0 1 12a ~ 2 256 z58 ToUI D 0 0 0 0 0 66 05:ooPM 0 0 0 0 0 0 14 7 0 21 4 D 6 O 10 a 30 0 0 36' 0 87 67 06:15 PM 0 0 0 0 0 0 10 a 0 18 8 0 6 0 14 1 16 0 0 7 6~ 0 0 48 ~ 48 ~ 05:30 PM 0 0 0 0 0 0 i2 3 O 15 10 0 6 0 16 7 28 0 0 a9 I 3a 1 61 62 05:d5 PM O 0 0 0 0 0 12 7 D 14 8 0 2 0 8 9 25 0 1 _ i _ Total 0 _ 0 0 0 0 ,., » ~ 0 _ 48 25 _ 0 , ~ 73 „ 28 0 20 0 a8 23 96 0 1 119 1 za0 za1 GrendTotal 0 0 0 0 O 0 11a o0 1 154 5s 0 4a 0 99 48 187 O 2 243 3 486 488 Apwch96 OA 0.0 0.0 I 0.0 74.0 2b.0 ~ 65.5 0.0 d6.5 ~ 18.9 81.1 0,0 6 4 98 7onl % OA 0.0 0.0 0.0 0.0 23.0 8.1 31.0 10.7 0.0 93 20,0 8.~ 99.7 0.0 49.D D- . ~ ~~ -"' ~ DRIVWY ~-~ ~~- NE 1~9~i5 ST P •~~R1VE ~ NE 103RD ST h From y Fro m ~ Bt From South - _From West. _- __ $kertTene Right , "Tara Lsh App•Totai A9 _,.,-, ght I » j~. . ~ LaR ADD•TatU Atght TIVli1 Leh ADD.ietel .. Right Thcq,L.,_Leh .Total InLTOtaI 'eakNour Fram Oa:00 PM to 05:45 Pm -Peak 1 of S lntersectlon Od:151M 0 0 0 0 0 71 16 87 21 0 2T 48 2~ 99 D 322 257 Volume Pereeiu 0.0 O.0 0.0 0.0 81.6 i8A 43.8 D.0 fi83 18.9 83.1 D.D 04:45valume 0 0 0 0 0 21 2 23 7 0 li 16 6 2b 0 3i 72 0.892 Peak Factor M{rit Int 3:45:00 PM 04:15 PM Od:68 PM 05:00 PM volume o D o D 0 19 a 2a T o 11 is 8 30 0 38 Pask f~aor 0.848 0.667 0.847 Faax Nour From oa:oo Pmto oa:4s rm -reax k o11 Br Apprench 04:00 PM i 04;15 PM 04:45 PM 04:00 PM Volume 0 0 0 O ~ 0 71 i6 87 29 0 29 58 23 101 0 1~ Percent - oA 81.6 18.d 50.0 0.0 50.0 18S 81.5 0,0 Nigh Int - 04:15 PM 04:43 rM 04:00 PM voiwne - 0 39 a Z3 7 0 ii 18 b 8Z 0 38 Ptak Factor - 0.946 0,806 0.8s8 FROM TRAFFICOUNT FAX N0. 360 491 1079 Feb. 24 2003 11:33AM P5 `ELM, WASHINGTON 'I.AZA DRIVE JE 103RD ST .OC# 02P SHG03051M TRAFFICQUNT, INC. 4820 YELM HWY 6-195 LACEY, WASNING7dN 98503 360-491.8116 Fife Name :5HG05102P Site Code :00000002 Start Date :02/20/2003 Page No : 2 - ~ ~ DRIV'WY From North _ ~ NE 103RD 6T From East _ ~ ( PLAZA DRI Froth South ~~ ~ .. NE 703RO~ST From Wost _ , _ _ I 1 lt Th L _ T t l ~A ., , R { 41tZapp•TOtal ~ mtTaal RtgM l Thru Iart T ~PP•TOtel „ RIL'ht ThN laR ~APP.TOpII . _ 8 rt R ru c pp• o B , , , - •eak Hour From 00:0 PMto OS:d5 PM • Peak 1 of 1 Ime~clion volume 04;15 PM 0 0 0 0 0 71 18 87 z1 0 29 48 ?s 89 0 112 257 Percent 0.0 0.0 0A OA 81.6 18.4 0.1.8 0.0 58.3 18.9 Bi.l 0.0 Oa:4,Volume 0 D 0 0 0 21 2 23 7 0 11 18 6 2b 0 si 72 Peak Factor 0.88= Hlsh mt 3:43:00 PM 04:15 PM D4:46 Pae 05:OD PM Volume 0 0 0 0 0 19 4 23 7 0 LS f8 8 30 0 36 Pcak Factor 0.846 0.887 ~ 0.847 ~ DRIVWY ~Rt7L_~ ~~ Total >_ _OJ ~ . 0~ I. O Dr' nl of Right TI}ru L41t ~ ~ NT ~.~ zz N tfa ~- ~-~ 0103 4:15:00 f'M ~ ~" 0/03 8'00'00 FM ~ ~ ~ c ~ 1 O~ ~ ~ ~ r ~, r I°- L Th R' 2I-_~_A .....39 i a0J ~7 Out In Total FROM TRAFFICOUNT FAX N0. 360 491 1079 Feb. 24 2003 11:34AM P6 TRAFFICOUNTy 1NC. 4820YELM HWY 8-195 'ELM, WASHINGTON LACY, WASHINGTON 98503 ;LARK RD SE 360-491-8116 r'GLM AVE _OC# 03P SHG03051M Gro s Printed- PRIMAR]' ... .. --- ~ ..~-- ~ YELM APt~- ... RD SE File Name : SHG05i03P Sita Code :00000003 Start Date ; 02/20/2003 Page No :1 CLARK RO SE YELM AVE From North _, Frorn East From South.. ,_ t% , We .. ~ . . App. APP... ThrU LQlt Ttuck ~' Ripllt TRro LeR TNdc ~P• 1 6c~du. ~Inrdv. ~ t~ SyieTimr RiBN TMr l.elt TrUCK Total Right Tluu Left Truck TeW ~ focal Total ' Total ! TAI TOti{ ' _ Factor 1A ~ 1.0 ~ 1.0 1.0 ,,, 1•G ~ 1.0 1.0 3.0 !.0 1.o L.0 1.0 S.0 1.0 1.0 ~ 1.D __ ~ _ 04;DOPM 2 i 0 0 3 5 154 it 3 370 11 2 a 0 16 3 See 8 10 iD3-- 13 L 38~ 395 04:15 PM SO 0 6 0 L3 4 159 5 3 188 10 0 4 0 14 3 20a 6 9 215: 12 412 424 04:30 PM i0 3 6 0 L9 10 178 a 2 194 7 0 4 0 ii 1 174 1a 7 1R9: 9 413 422 Oa:45PM 11 2 _ 4 0 17 8 176 10 2 195 2 0 l 0, 3 4 206 T 8 21T 10 432 442 Total - 33 8 16 0 5a i 2e 667 32 10 727 30 2 i2 ~ 0 44 11 758 35 34 81a ; a4 1839 1683 OB;OOPM 9 1 5 0 !L 2 170 14 4 187 10 1 2 0 13 ~ 2 188 8 6 206 I 9 a17 428 05:15 PM 2 2 4 0 B 6 164 la 9 17a !6 D 4 0 20 3 187 3 2 ]97 ! 8 395 402 06:30PM 11 1 5 0 !7 3 137 12 2 162 4 0 e 0 10 1 L78 8 1 187: 3 366 369 05:45PM 9 2 7 0 _ 18 3 !3e 8 1 !48 5 ! 5 0 !1 3 L71 IT 6 186 i 7 38! 368 ~~ ToUI 27 6 21 0 54 15 596 ~~~ 46 13 859 35~-~ "2 17 0 54 10 T30 32 ;a 7't2~ 27 1539 1566 GrondTouA 60 12 38 D LOB ~ 43 1263 84 23 1386 I 65 4 29 0 98 ~ 21 1499 67 48 15$61 71 3178 3249 apprch% 55.6 L1.1 33-3 3.1 91.1 5.6 68,3 4.3 29.8 I 1,3 94.5 42 Tool % 1.9 0.4 1.1 3.4 t.4 19.7 2.5 43.6 2.0 0.1 0.9 3.1 0.7 a7.1 2.1 49.9 ~ '1.2 87.8 CLARK RD SE YELM AVE CLARK RD SE - ~L~t AyI= F ~ .- From North _ From East Frgmr South.ro~We~ • ~ ~~-•~ •~ StartTime RI '~_~ ~ ~ ADD•7oG~l Rt t ~ mN _,.-Left ADD, Total Rl~tt'• Thnl i Left ADD.Total' xrght ~_. ,TDrO L, ~Lcft ApP.TO~ _IncToml„ Pcelcliour cram 04:00 PM to 05;45 PM - Poek i of i Intersection Y I 04:15 PM 36 8 20 82 26 683 36 744 29 1 ]] 41 10 782 25 e27 1874 o Va>a Percent s8.1 9.7 32.3 3.5 91.8 0.7 70.7 2.4 26.8 12 94.6 43 oa:asValumc li 2 d 17 9 i78 i0 195 2 0 L 3 4 206 7 2L7 432 0.966 Peak Facta ntgnllK 04.'30 PM o4A$Pfd 04:i5PM 04:45 PM 217 Volumc 10 3 6 19 9 176 !0 195 10 0 a !4 4 206 7 Pr'ark Fx.1ur 0.816 0.964 0.732 0.953 Peak nourfrom 04;00 PM to05:45 PM • Peak L ot2 eyapprooch 04;lS PM OQ:30 PM 06:00 PM 04;15 PM Volume 36 6 20 62 ~ 28 678 44 750 35 2 17 b4 10 782 36 827 Percent 59.1 9,7 323 3.7 90.d 5.9 84.8 3.7 ei.a 1.2 94.6 4.2 Nigh ln1 04'30 PM 04:45 PM I 0$:15 PM 04:45 PM Volumc 10 3 6 19 I 9 L78 20 195 18 0 4 20 4 206 7 21T Peak Pallor 0816 I 0.962 0.8Y6 ~ 0.953 FROM TRAFFICOUNT FAX N0. 360 491 1079 Feb. 24 2003 11:3401 P7 ELM, WASHINGTON :LARK RD SE 'ELM AVE .OC# 03P SMG03051M TRAFFICOUNT, INC. 4820 YELM HiM( B-185 1ACEY, WASHINGTON 98503 360-491-81 is Flle Name : SHG05103P Site Code :00000003 Start Date :02/20/2003 Page No : 2 '•" -' stetinme Alit ~ CLARK RD SE From North • Trtrv ... • laK ApD.Total YELM AVE Frain East rnru t.Nt A .foul RiEht CLARK RD SE YELM AVE From South ,,, rem Wea! RI Tlw t.eR . ADD.Totel RiEht TiW tert ~ ADD.Youl Ira, Total ~ -., ._ ._ •- -• ask Nour Fawn 0400 PM to 05:45 PM - Peak S of 1 Inlereectfon 04:15 PM I Volume 36 8 20 a2 26 883 a5 74d 29 1 si SO 782 :tb 11 1574 627 Pernent 88.1 9.7 22.5 3.6 91.8 4.7 70.7 2.4 28.8 12 94.8 4.2 04:45 Volume 11 2 4 i7 9 176 10 198 2 0 1 3 4 206 7 217 a32 PeakFector 0.968 HIEb Int. 0430 PM 04:46 PM 04:15 PM o44s PM Yoluma SO 3 6 19 9 176 10 i95 SO 0 4 14 4 209 7 217 Peak Factor Od10 0.864 0.732 0.863 CLARK RD SE J73J .,,.5~ ~ ~ ~ ar ~nt 1u t~rC ~~ t ~~ ~~ ~ ~~ ~._..~ ~~ ~~ N~ 1 0109 4:15:00 PM 0103 5:00:00 PM '~ T ~ LeR. Thfu,,.Rip C-- © L.9,z1 Out In Total rl ARK RD C YELM, WASHINGTON NE CREEK ST YELM AVE LOC# 02P SHG01199M TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 r~rnnne Printori_ PRIMGRV File Name : SHG20002P Site Code :00000002 Start Date :07/19/2001 Page No : 1 NE CREEK ST YELM AVE BALD HILL RD SE YELM AVE From North From East From South From West StartTime Right Thru Left Truck App' Right Thru Left Truck App' Right Thru Left Truck App' Right Thru Left Truck App. Fxclu. Inclu. InL Total Total Total Totai Total Total 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 04:00 PM 14 12 9 0 35 10 113 11 1 134 B 12 36 2 56 73 92 14 2 179 5 404 409 04:15 PM 21 13 12 0 46 it 119 10 6 140 6 10 40 3 56 88 89 19 8 196 17 438 455 04:30 PM 11 17 14 0 42 10 107 14 1 131 11 14 53 2 78 64 103 30 2 177 5 428 433 04:45 PM 20 19 20 5 59 12 116 9 3 137 12 14 53 2 79 66 117 19 5 202 15 477 492 Total 66 61 55 5 182 43 455 44 it 542 37 50 182 9 289 291 401 62 17 754 42 1747 1789 05:OOPM 17 14 13 1 44 8 127 14 4 149 7 9 60 0 76 89 123 9 4 221 9 490 499 05:15 PM 9 19 12 0 40 14 111 it 3 136 5 11 67 1 83 82 117 7 3 206 7 465 472 05:30 PM 12 20 10 0 42 12 115 11 1 138 2 13 43 0 58 88 118 13 4 219 5 457 462 05:45 PM 20 22 9 1 51 4 117 13 1 134 7 12 57 1 76 84 92 13 8 189 11 450 461 Total 58 75 44 2 177 38 470 49 9 557 21 45 227 2 293 343 450 42 19 835 32 1862 1894 GrondTotal 124 136 99 7 359 81 925 93 20 1099 58 95 409 11 562 634 851 104 36 1589 74 3609 3683 Apprch % 34.5 37.9 27.6 7.4 84.2 8.5 10.3 16.9 72.8 39.9 53.6 6.5 Total % 3.4 3.8 2.7 9.9 2.2 25.6 2.6 30.5 1.6 2.6 11,3 15.6 17.6 23.6 2.9 44.0 2.0 98.0 NE CREEK ST From North YELM AVE From East BALD HILL RD SE From South YELM AVE From West StartTime Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. ~can,Vylntersectioo r04:45PMJ r'•' r`Pn +y'+ Volume 58 72 55 Percent ~ 31.4 38.9 29.7 OS:OOVolume 17 14 13 Peak Factor Hlgh Int 04:45 PM Volume 20 19 20 Peak Factor Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:15 PM Volume 69 63 59 Percent 36.1 33.0 30.9 High Int 04:45 PM Volume 20 19 20 Peak Factor 185 46 469 45 8.2 83.8 8.0 44 8 127 14 05:00 PM 59 8 127 14 0.784 04:45 PM 191 46 469 45 8.2 83.6 8.0 05:00 PM 59 8 127 14 0.809 560 26 47 223 8.8 15.9 75.3 149 7 9 60 05:15 PM 149 5 S1 67 0.940 04:30 PM 560 35 48 233 11.1 15.2 73.7 05:15 PM 149 5 li 67 0.940 296 325 475 38.3 56.0 76 89 123 05:00 PM 83 89 123 0.892 04:45 PM 316 325 475 38.3 56.0 05:00 PM 83 89 123 0.952 48 5.7 9 9 48 5.7 9 Total Int Total 848 1889 221 490 0.964 221 0.959 848 221 0.959 YELM, WASHINGTON NE CREEK ST YELM AVE LOC# 02P SHG01199M NE CREEK ST I 1411 I :1161 Right Thru Lelft :°. m 1 v ~~ I * ~ cn ~ North ,~`'~ w -< Q c `r n 2 -i ~ ~ - v r-~ 119/01 4:45:00 PM ~-~ a - ~ } ~ /19101 5:30:00 PM E m ~~ ~ P I A ~xa N ~ T r 4 Out In Total File Name : SHG20002P Site Code :00000002 Start Date :07/19/2001 Page No : 2 NE CREEK ST From North YELM AVE From East BALD HILL RD SE From South YELM AVE From West StartTime Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Peak Houf Ffem 04:00 PM to 05:45 PM - Peaty l Ot 1 Intersection 04:45 PM Volume 58 72 55 Percent 31.4 38.9 29.7 05:OOVolume 17 14 13 Peak Factor High Int. 04:45 PM Volume 20 19 20 Peak Factor TRAFFICOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 185 46 469 45 560 26 47 223 296 325 475 8.2 83.8 8.0 8.8 15.9 75.3 38.3 56.0 44 8 127 14 149 7 9 60 76 89 123 05:00 PM 05:15 PM 05:00 PM 59 8 127 14 149 5 11 67 83 89 123 0.784 0.940 0.892 48 5.7 9 Total Int. Total 848 1889 221 490 0.964 9 221 0.959 YELM, WASHINGTON 1ST ST YELM AVE LOC# O1P SHGO1199M TRAFFICOUNT, INC. 482OYELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 r;rnuns Printari_ PRIMARY File Name : SHG2OOOIP Site Code :00000001 Start Date : 07/ 19/2001 Page No : 1 1ST ST YELM AVE 1ST ST YELM AVE From North F rom East From South From West StartTime Right Thru Left Truck App' Right Thru Left Truck App' Right Thru Left Truck App' Right Thru Left Truck App. l Fxclu. T t l Inclu. T t l InL T t l Total Total Total Tota o a a o o a 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 04:00 PM 24 12 14 0 50 9 97 34 3 140 67 17 37 2 121 29 114 25 3 168 8 479 487 04:15 PM 25 9 14 0 48 6 94 42 4 142 38 SO 22 3 70 25 134 44 2 203 9 463 472 04:30 PM 27 15 14 0 56 5 111 45 3 161 46 21 29 4 96 23 123 35 1 181 8 494 502 04:45 PM 24 19 30 0 53 5 87 38 1 130 52 15 28 1 95 26 131 22 4 179 6 457 463 Total 100 55 52 0 207 25 389 159 11 573 203 63 116 10 382 103 502 126 30 731 31 1893 1924 05:OOPM 24 13 10 1 47 6 94 42 5 142 44 21 38 2 103 20 131 30 3 181 11 473 484 05:15 PM 24 B 21 1 53 9 94 49 2 152 34 21 25 1 80 16 128 32 3 176 7 461 468 05:30 PM 12 12 13 0 37 11 112 37 0 160 52 20 22 3 94 21 144 43 2 208 5 499 504 05:45 PM 17 13 12 0 42 6 98 42 2 146 30 18 27 3 75 SB 128 33 1 179 6 442 448 Total 77 46 56 2 179 32 398 170 9 600 160 80 112 9 352 75 531 138 9 744 29 1875 1904 Grand Total 177 101 108 2 386 I 57 78T 329 20 1173 I 363 143 228 19 734 I 178 1033 264 19 1475 I 60 3768 3826 Apprch % 45.9 26.2 28.0 4.9 67.1 28.0 49.5 19.5 31.1 12.1 70.0 17.9 Total % 4.7 2.7 2.9 10.2 1.5 20.9 8.7 3 1.1 9.6 3.8 6.1 19.5 4.7 27.4 7.0 39.1 1.6 98.4 1ST ST From North YELM AVE From East 1ST ST From South YELM AVE From West StartTime Right Thru Left App. Total Right Thru Left App.TOtal Right Thru Lett App. Total Right Thru Left App Peak Hour From 04:017 F'M i0 U5:4b NM - F'eeK 1 or 1 Intersection 04:OOPM Volume 100 55 52 Percent 48.3 26.6 25.1 04:30 Volume 27 15 14 Peak Factor High InL 04:30 PM Volume 27 15 14 Peak Factor Peak Hour From 04:00 PM to 05:45 PM -Peak 1 of 1 By Approach 04:30 PM Volume 99 55 55 Percent 47.4 26.3 26.3 High Int 04:30 PM Volume 27 15 14 Peak Factor 207 25 389 159 4.4 67.9 27.7 56 5 iii 45 04:30 PM 58 5 111 45 0.924 05:00 PM 209 32 398 170 5.3 66.3 28.3 05:30 PM 56 11 112 37 0.933 573 203 63 116 53.1 16.5 30.4 161 46 21 29 _04:00 PM 161 6T 1T 37 0.890 04:00 PM 600 203 63 116 53.1 16.5 30.4 04:00 PM 160 67 17 37 0.938 362 103 502 126 14.1 68.7 17.2 96 23 123 35 04:15 PM 121 25 134 44 0.789 04:15 PM 382 94 519 131 12.6 69.8 17.6 04:15 PM 121 25 134 44 0.789 .Total Int Total 731 1893 181 494 0.958 203 0.900 744 203 0.916 YELM, WASHINGTON 1ST ST YELM AVE LOC # 01P SHG01199M Peak Hour From 04:00 PM to 05:45 PM - Peak i of 1 Intersection 04:00 PM Volume 100 55 52 Percent 48.3 26.6 25.1 04:30 Volume 27 15 14 Peak Factor Hlgh Int 04:30 PM Volume 27 15 14 Peak Factor 1ST ST 2141 07 I 4211 Right Thru Left m ? n_ ~ North ~ w .. m c rn 2 ~ ~ r-/ /19!01 4:00:00 PM ~-~ ~ w ~ /19/01 4:45:00 PM m } MLA r ~ ~ ~ i P r~ ~ EJ i ~ T r I t o Out In Total TRAFFiCOUNT, INC. 4820 YELM HWY B-195 LACEY, WASHINGTON 98503 360-491-8116 207 25 389 159 4.4 67.9 27.7 56 5 111 45 04:30 PM 56 5 111 45 0.924 573 203 63 116 53.1 16.5 30.4 161 46 21 29 04:00 PM 161 67 17 37 0.890 File Name : SHG20001P Site Code :00000001 Start Date :07/19/2001 Page No : 2 382 103 502 126 731 1893 14.1 68.7 17.2 96 23 123 35 181 494 0.958 04:15 PM 121 25 134 44 203 0.789 0.900 Yelm Avenue Dairy Queen Transportation Impact Analysis Appendix B Traffic Volume Projection Worksheet The Shea Group - a Parametrix company Appendix B April, 2003 ~ _ Q m ~ ao M O Y ~ ~ O ~ ~ i , a~ U iL O v > > ~ v 0 Q _ m ~ Q f0 ~ N 0 O ' N d ~ ~ ~ tpi.~. -:: -:. (~i. I~ ~ I~'.r:.x;,i~L1l' ~ N O O > H V O p ~ ~ O t.. : :::::::: t~.. ::::. :.~::::::. _::: M M C'1~~ N S'3 ~ '' ~ f6 O .- Ln r ::: ^ . : . :::::.1 : ~ _ H U_ V O ~ O .O?: ~5. (CS'r O N E .ir. GS.:.C. O N O ' ~ N C N 7 C7 0 Z, O •~ ~ ~ 7 ~' N ~ ~- N Yelm Avenue Dairy Queen Transportation Impact Analysis Appendix C Capacity Analysis Worksheets The Shea Group - a Parametrix company Appendix C April, 2003 Yelm Dairy Queen TIA 03/20/03 First Street/Yelm Avenue 09:34:19 PM Peak Hour; Existing 2003 traffic volumes SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - . Degree of Saturation (v/c) 0.81 Vehicle Delay 50.6 Level of Service D ----------- Sq 64 .~ Phase 1 -------------- ~ Phase 2 I ------------- Phase 3 ~ ----------------------- Phase 4 I Phase 5 * + + v ****~ + +++ v North ~ <+ <* + +> ~ * *>~ I ****> + I * + + * * ~ ~ ++++ - ---------- G/C=0.056 -------------- ~ G/C=0.044 ~ ----------- G/C=0.178 -- I ------- G/C=0.1 --- 44 ------ ~ G/C= ------- 0.356 G= 5.0" ~ G= 4.0" ~ G= 16.0" G= 13. 0" ~ G= 32.0" Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" ~ Y+R= 4. 0" Y+R= 4.0" OFF= 0.0% I OFF=10.0% ~ OFF=18.9% I OFF=41. 1% I OFF= 60.0% C= 90 sec G= 70.0 sec 77.8% Y=20. 0 sec 22.2% P ed= 0.0 sec = 0 .0% ----------------- Width/I Lane -------------- g/C ~ -------------------- Service Rate Adj --------- I ------- HCM ~ ----- L I ---- Queu --- e ( Group Lanes ----------------- Reqd ------ Used ~ -------- @C (vph) @E ------------- Volume ------- I v/c ~ --------- Delay ~ ------- S Model --------- l~ --- N Approach 58.3 E+ ----------------- ~RT+TH ~ 12/1 ------ 0.234 -------- 0.178 ~ ------------- 113 ~ 216 ------- ~ 189 --------- 0.825 ~ ------- 56.9 I ---- E+~ ----- 243 --- ft 1 LT ~ 12/1 ----------------- 0.143 ------ 1 0.056 ~ -------- 1 ~ 70 ------------- ~ 61 ------- 0.693 ~ --------- 62.7 ~ ------- *E+~ ---- 82 ----- ~ ft --- S Approach 52.0 D ---------------- IRT+TH ~ 12/1 ------ 0.319 --------- 0.267 ~ ------------- 245 ~ 357 ------- ~ 322 --------- 0.902 ~ ------- 56.9 ---- ~*E+~ ----- 417 --- ft~ LT ~ 12/1 ---------------- 0.175 ------ 0.144 ~ --------- 65 ~ 216 ------------ ~ 139 -------- 0.604 ~ --------- 40.6 ------ ~*D+~ ----- 161 ----- ftl --- E Approach _39.1 D+ ---------- RT ------ 12/1 ------ 0.136 --------- 0.356 ~ ------------ 315 ~ 405 -------- ~ 28 --------- (0.069 ~ ------ 19.2 ----- I B ~ ----- 22 --- ft~ TH 1 12/1 (0.345 0.356 487 ~ 596 ~ 467 0.784 ~ 32.7 ~ C 495 ftl LT ~ 12/1 ---------------- 0.204 ------ 0.144 ~ --------- 65 ~ 216 ------------ ~ 189 -------- 0.822 ~ -------- 58.1 ------- ~*E+I ----- 244 ----- ft~ --- W Approach 56.7 E+ ---------------- RT ~ 12/1 ------ 0.175 -------- 10.356 ------------- ~ 406 ~ 507 -------- ~ 122 -------- 0.241 I ------- 20.7 ----- ~ C+ ----- 102 --- ft~ TH ~ 12/1 0.414 0.356 I 487 ~ 596 ~ 600 1.007 ~ 67.5 ~*E 1 833 ft~ LT ~ 12/1 ---------------- 0.181 ------ 0.144 -------- ~ 65 ~ 216 ------------- I 150 ------- 10.652 ( --------- 42.8 ------- ~ D+~ ----- 177 ----- ft~ --- Yelm Dairy Queen TIA First Street/Yelm Avenue PM Peak Hour; Existing 2003 traffic volumes SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values Intersection Parameters for Int # 1 03/20/03 09:34:28 METROAREA CBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameter s APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES BOTH BOTH BOTH NONE PARKVOLUMES 10 20 0 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 p UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Param eter s MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 110 60 55 25 420 170 220 70 125 110 540 135 WIDTHS 0.0 12.0 12.0 12.0 12.0 12.0 0.0 12.0 12.0 12.0 12.0 12.0 LANES 0 1 1 1 1 1 0 1 1 1 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4_0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 1287 1593 1140 1676 1593 0 1337 1593 1425 1676 1593 Phasing Parameters SEQUENCES 64 6 4 PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS NO NO NO NO OFFSET 0 .00 1 CYCLES 90 90 30 PEDTIME 0.0 0 GREENTIMES 5. 00 4 .00 16.00 13. 00 3 2.00 YELLOWTIMES 4. 00 4 .00 4.00 4. 00 4.00 CRITICALS 3 9 8 6 11 EXCESS 0 Yelm Dairy Queen TIA First Street/Yelm Avenue PM Peak Hour; Projected 2004 volumes w/o project SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary 03/20/03 09:35:22 Intersection Averages for Int # 1 - . Degree of Saturation (v/c) 0.88 Vehicle Delay 65.8 Level of Service E+ ------------------------------------------------------------- Sq 64 ~ Phase 1 ~ Phase 2 ~ Phase 3 ~ Phase 4 I Phase 5 * ~ ~ + + * ~ I + + ~ ++++~ v ~ '' **** ++++ v North <+ <* + +>~ * *>I ****> ------------------------------------------------------------- G/C=0.056 ~ G/C=0.044 I G/C=0.178 I G/C=0.144 ~ G/C=0.356 G= 5.0" ~ G= 4.0" ( G= 16.0" ~ G= 13.0" ~ G= 32.0" Y+R= 4.0" Y+R= 4.0" ~ Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" OFF= 0.0% ` OFF=10.0% ~ OFF=18.9% ~ OFF=41.1% ~ OFF=60.0% ------------------------------------------------------------- C= 90 sec G= 70.0 sec = 77.8% Y=20.0 sec = 22.2% Ped= 0.0 sec = 0.0 % ---------- Lane ( --------------------- Width/~ g/C ~ --------- Service ------------------ Rate Adj ~ --------- ~ HCM ~ ---- L I -------- Queue Group i --------- Lanes Reqd Used ~ ---------------------- @C (vph) --------- @E ~Volume~ v/c ------------------ ~ Delay ~ --------- S l --- I Model 1 --------- N Approach 83.2 F ---------------- ---------------- RT+TH 12/1 ------- ------- 0.258 -------- -------- 10.178 ~ ------- ------- 114 ~ ------- ------- 217 I ------ ------ 222 -------- -------- 0.965 ------- ------- 86.1 ----- ----- ~ F ~ ----- ----- 332 --- --- ft 1 LT 12/1 ---------------- 0.145 ------- 10.056 ~ -------- 1 ~ ------- 70 ~ ------- 67 ------ I 0.761 -------- 73.6 ------- ~*E ~ ----- 93 ----- l ft --- S Approach 74.3 E ---------------- ---------------- IRT+TH ~ 12/1 ------- ------- 0.347 -------- -------- 10.267 ( ------- ------- 246 ~ ------- ------- 358 ~ ------ ------ 366 -------- -------- 1.022 ~ ------- ------- 86.4 ----- ----- *F ~ ----- ----- 559 --- --- ft~ LT ~ 12/1 ---------------- 0.191 ------- 0.144 ~ -------- 65 ~ ------- 216 ~ ------- 167 ------ 0.726 I -------- 47.7 ------- I*D ~ ----- 204 ----- ft~ --- E Approach 50.2 D ---------------- ---------------- RT 12/1 ------- ------- 0.139 -------- -------- 0.356 ~ ------- ------- 315 ~ ------- ------- 405 ------ ------ 33 -------- -------- 0.081 ~ ------- ------- 19.3 ----- ----- B ~ ----- ----- 26 --- --- ft~ TH 1 12/1 0.357 0.356 487 ~ 596 489 10.820 35.3 I D+ 534 ft~ LT ~ 12/1 ---------------- 0.223 ------- 0.144 I -------- 65 ~ ------- 216 ~ ------- 222 ------ 0.965 I -------- 87.7 ------- ~* F 1 ----- 333 ---- ftl ---- W Approach 67.8 E --------------- RT ~ 12/1 -------- 0.200 -------- 0.356 ------- 406 I ------- 507 ~ ------ 161 -------- 0.318 I ------- 21.4 ----- ~ C+ ---- 138 ---- ft~ TH ~ 12/1 0.432 0.356 487 ~ 596 ~ 633 1.062 ~ 83.4 ~* F 1 954 ft~ LT ~ 12/1 --------------- 0.201 -------- 0.144 ~ -------- 65 ~ ------- 216 ~ ------- 183 ----- 0.796 ~ --------- 54.7 ------ ~ D ~ ------ 232 ---- ft~ ---- Yelm Dairy Queen TIA First Street/Ye1m Avenue PM Peak Hour; Projected 2004 volumes w/o project SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values 03/20/03 09:35:46 Intersection Parameters for Int # 1 - . METROAREA CBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES BOTH BOTH BOTH NONE PARKVOLUMES 10 20 0 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT VOLUMES 125 75 60 WIDTHS 0.0 12.0 12.0 LANES 0 1 1 GROUPTYPES NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 ACTUATIONS YES YES YES REQCLEARANCES 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 STORAGE 0 0 0 INITIALQUEUE 0 0 0 IDEALSATFLOWS 1900 1900 1900 FACTORS 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 SATURATIONFLOWS 0 1291 1593 Phasing Parameters SEQUENCES 64 64 PERMISSIVES NO NO OVERLAPS NO NO CYCLES 90 90 GREENTIMES 5. 00 4.00 YELLOWTIME5 4. 00 4.00 CRITICALS 3 9 EXCESS 0 RT TH LT 30 440 200 12.0 12.0 12.0 1 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1140 1676 1593 RT TH LT 245 85 150 0.0 12.0 12.0 0 1 1 NORM NORM NORM 0.00 0.0.0 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1341 1593 RT TH LT 145 570 165 12.0 12.0 12.0 1 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5_0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1425 1676 1593 NO NO LEADLAGS NO NO OFFSET 30 PEDTIME 16.00 13.00 32.00 4.00 4.00 4.00 8 6 11 NONE NONE 0.00 1 0.0 0 Yelm Dairy Queen TIA First Street/Yelm Avenue PM Peak Hour; Projected 2004 volumes w/project SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary 03/20/03 09:36:49 Intersection Averages for Int # 1 - . Degree of Saturation (v/c) 0.90 Vehicle Delay 69.1 Level of Service E Sq 64 ------------ ~ Phase l ------------- ~ Phase 2 ~ ----------- Phase 3 ------------ ~ Phase 4 ------------- ~ Phase 5 * I + + . * i ~ + + ~ ++++~ t, I **** ++++ v North ~ <+ <* + +> * *> ~ ****> ------------ G/C=0.056 ------------ ~ G/C=0.044 ------------ I G/C=0.178 ------------ ~ G/C=0.144 ------------- ~ G/C=0.356 G= 5.0" ~ G= 4.0" I G= 16.0" ~ G= 13.0" ~ G= 32.0" Y+R= 4.0" ~ Y+R= 4.0" I Y+R= 4.0" I Y+R= 4.0" ~ Y+R= 4.0" OFF= 0.0% ~ OFF=10.0% ~ OFF=18.9% ~ OFF=41.1% ~ OFF=60.0% ------------ C= 90 sec ------------ G= 70.0 see ------------ = 77.8% Y=2 ------------ 0.0 sec 22 ------------- .2% Ped= 0.0 sec = 0.0 % --------- Lane ---------------------- Width/~ g/C I ------------- Service Rate --------------- l Adj ~ I -------- HCM I ------------ L ~ Queue Group --------- ~ Lanesl Reqd Used ---------------------- @C-(vph) @E ------------- Volume v/c ~ -------------- Delay ~ --------- S Model ll ------------ N Approach 83.2 F ---------------- ~RT+TH 112/1 ------- 0.258 ---------------------- 0.178 ~ 114 ~ 217 ~ -------------- 222 0.965 I ------- 86.1 ----- ~ F ~ -------- 332 ft~ LT ~ 12/1 ---------------- 0.145 ------- 0.056 ~ l ~ 70 ~ ---------------------- 67 0.761 I -------------- 73.6 ------- ~*E ~ ----- 93 ft~ -------- S Approach 78.3 E RT+TH ~ 12/1 0.352 0.267 ~ 245 ~ 357 ~ 372 1.042 I 92.0 ~*F ~ 585 ft~ I LT 112/1 ---------------- 0.191 ------- 0.144 ~ 65 ~ 216 ~ ---------------------- 167 0.726 -------------- 47.7 ------- I*D ---- 1204 ft~ --------- E Approach 53.6 D ---------------- RT ~ 12/1 ------- 0.139 --------------- 0.356 ~ 315 ~ ----------------------------------------- 405 ~ 33 0.081 ~ 19.3 ~ B ~ 26 ft~ TH ( 12/1 0.362 0.356 ~ 487 ~ 596 ~ 500 0.839 ~ 36.9 ~ D+ 555 ftl LT ~ 12/1 ---------------- 0.226 ------- 10.144 ~ 65 ~ --------------- 216 ~ 228 0.991 ~ 95.2 ~*F 354 ft~ ----------------------------------------- W Approach 72.0 E ---------------- RT ~ 12/1 ------- 0.200 --------------- 0.356 ~ 406 ----------------------------------------- 507 ~ 161 0.31$ ~ 21.4 ~ C+~ 138 ft~ TH ~ 12/1 0.437 0.356 I 487 596 ~ 644 1.081 ~ 89.5 *F ~ 99S ft LT ~ 12/1 ---------------- 0.201 ------- 0.144 ~ 65 ~ --------------- I I 216 ~ 183 10.796 ~ 54.7 D ~ 232 ft ----------------------------------------- Yelm Dairy Queen TIA 03/20/03 First Street/Yelm Avenue 09:37:01 PM Peak Hour; Projected 2004 volumes w/project SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values Intersection Parameters for Int # 1 METROAREA CBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES BOTH BOTH BOTH NONE PARKVOLUMES 10 20 0 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT VOLUMES 125 75 60 WIDTHS 0.0 12.0 12.0 LANES 0 1 1 GROUPTYPES NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 ACTUATIONS YES YES YES REQCLEARANCES 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 STORAGE 0 0 0 INITIALQUEUE 0 0 0 IDEALSATFLOWS 1900 1900 1900 FACTORS 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 SATURATIONFLOWS 0 1291 1593 RT TH LT 30 450 205 12.0 12.0 12.0 1 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1140 1676 1593 RT TH LT 250 85 150 0.0 12.0 12.0 0 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1340 1593 Phasing Parameters SEQUENCES 64 64 PERMISSIVES NO NO NO NO OVERLAPS NO NO NO NO CYCLES 90 90 30 GREENTIMES 5.00 4.00 16.00 13.00 32.00 YELLOWTIMES 4.00 4.00 4.00 4.00 4.00 CRITICALS 3 9 8 6 11 EXCESS 0 LEADLAGS OFFSET PEDTIME RT TH LT 145 580 165 12.0 12.0 12.0 1 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1425 1676 1593 NONE NONE 0.00 1 0.0 0 Yelm Dairy Queen TIA 03/20/03 Creek Street/Yelm Avenue 09:37:38 PM Peak Hour; Existing 2003 traffic volumes SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - . Degree of Saturation (v/c) 0.60 Vehicle Delay 28.1 Level of Service C ------------------------------------------------- Sq 74 ~ Phase l ~ Phase 2 ~ Phase 3 ~ Phase 4 + + + v ~ ~ ++++I I I I '' I++++ v North I I <+ + +>I ~ I + + + ~ ~ + + + ~ ------------------------- G/C=0.111 G/C=0.200 G= 10.0" G= 18.0" Y+R= 4.0" Y+R= 4.0" OFF= 0.0% OFF=15.6% C= 90 sec G= 74.0 sec I++++> I ~++++ ~ v ----------------------- G/C=0.089 G/C=0.422 G= 8.0" G= 38.0" Y+R= 4.0" Y+R= 4.0" OFF=40.0% OFF=53.3% ----------------------- 82.2% Y=16.0 sec = 17.8% Ped= 0.0 sec = 0 .0 % --------- Lane --------------------- Width/~ g/C ---------- ~ Service ------------------ Rate Adj ~ --------- ~ HCM I ------------ L ~ Queue Group --------- ~ Lanes Reqd Used --------------------- ~ @C (vph) ---------- @E ~Volume~ v/c ------------------ ~ Delay ~ --------- S Model 1 ------------ N Approach 49.2 D ---------------- ~RT+TH ~ 12/1 ------- 0.171 -------- 0.111 ~ ------- 1 I ------- 176 ~ ------ 145 -------- 0.751 -------- 54.0 ----- D ~ ---- 184 --- ft~ LT ~ 12/1 ---------------- 1 0.140 ------- 0.111 ~ -------- 1 I ------- 180 ~ ------- 61 ------ 1 I 0.310 -------- 37.7 -------- D+~ ---- 68 ----- ft~ --- S Approach 37.6 D+ ---------------- ~RT+TH ~ 12/1 ------- 0.146 -------- 0.200 ~ ------- 205 ~ ------- 348 ------ 78 -------- 0.222 ~ -------- 30.5 ~ ---- C ~ ----- 78 --- ft~ LT 112/1 ---------------- 10.223 ------- 0.200 ~ -------- 206 ~ ------- 350 ------- 250 ------ 0.706 I -------- 39.9 ~ -------- D+I ---- 284 ----- ft~ --- E Approach 23.7 C+ ---------------- RT ~ 12/1 ------- 0.139 -------- 0.422 I ------- 578 ~ ------- 669 ------ 50 -------- 0.075 ~ -------- 15.6 ~ ---- B ~ ----- 36 --- ft~ TH ~ 12/1 0.344 0.422 691 ~ 786 522 0.664 ~ 23.0 ~ C+~ 477 ft~ LT ~ 12/1 ---------------- 0.136 ------- 0.089 -------- 1 ~ ------- 139 ~ ------- 50 ------ 0.318 ~ -------- 39.6 ~ -------- D+~ ---- 57 ---- ft~ ---- W Approach 23.1 C+ ---------------- ---------------- RT ~ 12/1 ------ ------ 0.303 --------- --------- 0.422 ~ ------- ------- 578 ~ ------- ------- 669 ------ ------ 361 -------- -------- 0.540 ~ -------- -------- 20.3 ~ ---- ---- C+~ ---- ---- 313 ---- ---- ft~ TH ~ 12/1 0.347 0.422 ~ 691 I 786 528 0.672 ~ 23.2 ~ C+~ 485 ft~ LT ~ 12/1 ---------------- 0.138 ------ 0.089 ~ --------- l l ------- 139 ~ ------- 56 ----- 10.357 ~ --------- 40.0 ------- I D+~ ----- 65 ---- ft~ ---- Yelm Dairy Queen TIA 03/20/03 Creek Street/Yelm Avenue 09:37:46 PM Peak Hour; Existing 2003 traffic volumes SIGNAL2000/TEAPAC(Ver 1.01.00] - Summary of Parameter Values Intersection Parameters for Int # 1 METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 60 70 55 45 470 45 25 45 225 325 . 475 50 WIDTHS 0.0 12.0 12.0 12.0 12.0 12.0 0.0 12.0 12.0 12.0 12.0 12.0 LANES 0 1 1 1 1 1 0 1 1 1 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00- 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 U 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 1734 1770 1583 1863 1770 0 1762 1770 1583 1863 1770 Phasing Parameters SEQUENCES 74 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS NO NO NO NO OFFSET 0 .00 1 CYCLES 90 90 30 PEDTIME 0.0 0 GREENTIMES 10. 00 18.00 8.00 38. 00 YELLOWTIMES 4. 00 4.00 4.00 4. 00 CRITICALS 0 0 0 0 EXCESS 0 Yelm Dairy Queen TIA 03/20/03 Creek Street/Yelm Avenue 09:37:57 PM Peak Hour; Proj 2004 w/o project traffic SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - . Degree of Saturation (v/c) 0.63 Vehicle Delay 29.7 Level of Service C ------------------------------------------------- Sq 74 ( Phase l ~ Phase 2 I Phase 3 ~ Phase 4 + + + v ~ ~ ++++~ ++++ v North I I <+ + +>~ ~++++> + + + ~ ++++ + + + I I v ------------------------------------------------- G/C=0.111 ~ G/C=0.200 ~ G/C=0.089 ~ G/C=0.422 G= 10.0" G= 18.0" I G= 8.0" ~ G= 38.0" Y+R= 4.0" Y+R= 4.0" Y+R= 4.0" I Y+R= 4.0" OFF= 0.0% OFF=15.6% ~ OFF=40.0% ( OFF=53.3% ------------------------------------------------- C= 90 sec G= 74.0 sec = 82.2% Y=16.0 sec = 17.8% Ped= 0.0 sec 0.0% --------- Lane ---------------------- (Width/~ g/C ~ --------- Service ----------- Rate Adj -------- I ~ -------- HCM ---- L -------- Queue Group --------- ~ Lanes Reqd -------------- Used I -------- @C (vph) --------- @E ---- ~Volumel v/c ~ -------------- Delay I --------- S ( ---- Model ----- ll --- N Approach 53.9 D --------- ~RT+TH -------------- ~ 12/1 10.176 ------- 0.111 ---------- 1 ~ I ---- 176 ------- I 155 ------- 0.803 --------- 60.3 ____ E+~ _____ 203 ___ ft~ LT --------- ~ 12/1 10.140 -------------- 0.111 ------- 1 ~ ---------- 180 ---- 61 ------- 0.310 ------- I 37.7 --------- D+~ ---- 68 ----- ft~ --- S Approach 39.8 D+ ~RT+TH 12/1 0.150 ' (0.200 205 I 348 ~ 89 0.253 ~ 30.7 C I 89 ftl LT --------- 12/1 0.231 -------------- 0.200 ------- 206 ---------- 350 ---- ~ 267 ------- 0.754 ------- ~ 42.8 ~ --------- D+~ ---- 311 ----- ft~ --- E Approach 24.9 C+ ---------------- i RT ~ 12/1 --------------- 0.141 10.422 I ------------------------------------ 578 ~ 669 I 56 0.084 I 15.6 I ____________ B I 40 ft TH ~ 12/1 0.359 0.422 691 I 78'6 556 0.707 i 24.4 ~ I l C+~ 523 ft LT 112/1 ---------------- 0.138 0.089 I --------------- l ~ 139 56 10.357 ~ 40.0 I ------------------------------------ D+~ 65 ft~ ------------ W Approach 23.9 C+ RT ~ 12/1 0.312 10.422 578 ~ 669 ~ 378 0 565 ~ 20 8 ~ C+ 332 ft~ TH ~ 12/1 0.359 0.422 691 786 ~ 556 0.707 ~ 24.4 ~ C+ 523 ftl LT ~ 12/1 0.138 ,10.089 1 ~ 139 I 56 0.357 ~ 40.0 ~ D+ 65 ft~ ------------------------------------------------------------------------------- Yelm Dairy Queen TIA 03/20/03 Creak Street/Yelm Avenue 09:38:04 PM Peak Hour; Proj 2004 w/o project traffic SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values Intersection Parameters for Int # 1 METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 65 75 55 50 500 50 30 50 240 340 500 50 WIDTHS 0.0 12.0 12.0 12.0 12.0 12.0 0.0 12.0 12.0 12.0 12.0 12.0 LANES 0 1 1 1 1 1 0 1 1 1 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00_- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 1733 1770 1583 1863 1770 0 1759 1770 1583 1863 1770 Phasing Parameters SEQUENCES 74 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS NO NO NO NO OFFSET 0 .00 1 CYCLES 90 90 30 PEDT IME 0.0 0 GREENTIMES 10. 00 18.00 8.00 38. 00 YELLOWTIMES 4. 00 4.00 4.00 4. 00 CRITICALS 0 0 0 0 EXCESS 0 Yelm Dairy Queen TIA 03/20/03 Creek Street/Yelm Avenue 09:38:25 PM Peak Hour; Proj 2004 w/project traffic SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages for Int # 1 - . Degree of Saturation (v/c) 0.65 Vehicle Delay 30.4 Level of Service C Sq 74 **/** /~~ North ------------------------------------------------- Phase 1 ~ Phase 2 ~ Phase 3 ~ Phase 4 ------------------------------------------------- + + + ^ <+ + +> ~ ~ <++++I v ~ ^ ++++~ I ++++ v I I I <+ + +>I ~ + + + ~ ~ + + + ~ ------------------------- G/C=0.111 I G/C=0.200 G= 10.0" I G= 18.0" Y+R= 4.0" ~ Y+R= 4.0" OFF= 0.0% ~ OFF=15.6% C= 90 sec G= 74.0 sec I++++> ~++++ ~ v ----------------------- G/C=0.089 ~ G/C=0.422 G= 8.0" ~ G= 38.0" Y+R= 4.0" ~ Y+R= 4.0" OFF=40.0% ~ OFF=53.3% ----------------------- 82.2% Y=16.0 sec = 17.8% Ped= 0.0 sec = 0.0% ----------------- Lane Width/I -------------- g/C I --------- Service ----------- Rate Adj -------- I -------- HCM I ----- L I ------- Queue Group ~ Lanes ----------------- Reqd ------ Used ~ -------- @C (vph) --------- @E ---- Volume ------- I . v/c ~ -------- Delay ~ -------- S Model --------- 1~- --- N Approach 53.9 D ---------------- ~RT+TH ~ 12/1 ------- 0.176 -------- 10.111 ~ --------- 1 ~ ---- 176 ------- ~ 155 -------- 0.803 ~ -------- 60.3 ~ ----- E+~ ---- 203 --- ft~ LT ~ 12/1 ---------------- 0.140 ------- 10.111 ~ -------- 1 ~ --------- 180 ---- ~ 61 ------- 0.310 ~ -------- 37.7 ~ -------- D+~ ---- 68 ----- ft~ --- S Approach 41.7 D+ --------- ------ ~RT+TH ~ 12/1 ------- 0.150 ------- 0.200 ---------- ~ 205 ~ ---- 348 ------- ~ 89 ------- 0.253 --------- ~ 30.7 ~ ---- C ~ ----- 89 --- ft LT 112/1 ---------------- 0.237 ------- 0.200 ------- I 206 ~ ---------- 350 ---- ~ 278 ------- 0.785 ------- ~ 45.3 ~ -------- D ~ ----- 330 ----- l ft --- E Approach 25.6 C+ ---------------- RT ~ 12/1 ------- 0.141 ------- 0.422 -------- 578 ~ - ----- 669 ------- ~ 56 ------- 10.084 -------- ~ 15.6 ----- ~ B I ----- 40 --- ft~ TH ~ 12/1 0.367 0.422 691 786 ~ 572 10.728 25.1 ~ C+ 545 ft~ LT ~ 12/1 ---------------- 0.138 ------- 0.089 ------- 1 --------- 139 ----- ~ 56 ------- 0.357 ------- I 40.0 -------- I ~ D+ ----- 65 ----- ft~ --- W Approach - 24.6 C+ ---------------- ---------------- RT ~ 12/1 ------- ------- 0.318 ------- ------- 0.422 --------- --------- ~ 578 ~ ---- ---- 669 ------- -------- ~ 389 ------- ------- 0.581 -------- -------- ~ 21.2 ----- ----- ~ C+ ---- ---- 345 ---- ---- ft~ TH ~ 12/1 0.370 1 0.422 ( 691 ~ 786 ~ 578 1 0.735 25.4 I ~ C+ 554 ft~ LT ~ 12/1 ---------------- 0.138 ------- 0.089 ------- ~ 1 ~ --------- 139 ---- ~ 56 -------- 0.357 ------- ~ 40.0 -------- ~ D+I ----- 65 ---- ft~ ---- Yelm Dairy Queen TIA 03/20/03 Creek Street/Yelm Avenue 09:38:34 PM Peak Hour; Proj 2004 w/project traffic SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values Intersection Parameters for Int # 1 METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT VOLUMES 65 75 55 WIDTHS 0.0 12.0 12.0 LANES 0 1 1 GROUPTYPES NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 ACTUATIONS YES YES YES REQCLEARANCES 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 STORAGE 0 0 0 INITIAL¢UEUE 0 0 0 IDEALSATFLOWS 1900 1900 1900 FACTORS 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 SATURATIONFLOWS 0 1733 1770 Phasing Parameters SEQUENCES 74 ALL PERMISSIVES NO NO OVERLAPS NO NO CYCLES 90 90 GREENTIMES 10. 00 1 8.00 YELLOWTIMES 4. 00 4.00 CRITICALS 0 0 EXCESS 0 RT TH LT 50 515 50 12.0 12.0 12.0 1 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1583 1863 1770 NO NO NO NO 30 8.00 38.00 4.00 4.00 0 0 RT TH LT 30 50 250 0.0 12.0 12.0 0 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 l.o0 1.00 1.00 0 1759 1770 LEADLAGS OFFSET PEDTIME RT TH LT 350 520 50 12.0 12.0 12.0 1 1 1 NORM NORM NORM 0.00 0.00 0.00 2.0 2.0 2.0 0.90 0.90 0.90 3 3 3 YES YES YES 4.0 4.0 4.0 5.0 5.0 5.0 2.0 2.0 2.0 2.0 2.0 2.0 0 0 0 0 0 0 1900 1900 1900 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1583 1863 1770 NONE NONE 0.00 1 0.0 0 Yelm Dairy Queen TIA Clark Road/Yelm Avenue PM Peak Hour; Existing 2003 Traffic Volumes SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) 0.56 Vehicle Delay Sq 11 ~ Phase 1 ~ Phase 2 * * + * * + ++++ v ~ ~ ++++~ ++++ v North + + + ~**** + + + I v ------------------------- G/C=0.167 ~ G/C=0.744 G= 15.0" ~ G= 67.0" Y+R= 4.0" ~ Y+R= 4.0" OFF= 0.0% ~ OFF=21.1% ------------------------- C= 90 sec G= 82.0 sec = 91.1% 03/20/03 09:38:49 7.6 Level of Service A Y= 8.0 sec 8.9% Ped= 0.0 sec = 0.0% ---------------- Lane Width/ --------------- g/C ~ -------- Service ------- Rate ------ Adj ------- ------- HCM ---- ( L --------- I Queue Group` Lanes ---------------- Regd ------- Used ( -------- @C (vph -------- ) @E ~Volumel ------------- v/c ' ------- Delay ------- ~ S ---- Model ------ 1~ --- N Approach 32.3 C ---------- IRT+TH ------ 12/1 ------- 0.136 -------- 0.167 ~ -------- 123 ( ------- 259 I ------ 45 1 ------- 0.167 ------- ~ 32.4 -___ ~*C ______ 46 ___ ft~ 1 LT 12/1 ---------------- 1 0.129 ------- 0.167 I -------- 99 ~ -------- 215 ~ ------- 22 1 ----- 0.096 ------- ~ 31.9 -------- ~ C ---- I 22 ------ ft) --- S Approach 32.0 C --------- IRT+TH ------- 12/1 ------- 0.132 -------- 0.167 ~ -------- 120 ~ ------- 253 ~ ----- 34 ------- 0.128 -------- ~ 32.2 -___ ( C ______ ~ 35 ___ ft~ LT 12/1 ---------------- 10.124 ------- 0.167 ~ ------- 98 ~ --------- 213 ~ ------- 11 ----- 10.049 ------- ~ 31.6 -------- ~ C ---- ~ 11 ------ ft~ --- E Approach 5.6 A ---------------- IRT+TH ~ 12/1 ------- 0.470 ------- 0.744 -------- ~ 1376 - ------- 1379 ~ ----- 789 ------- 0.572 -------- I 5.7 -___ ~ A ______ ~ 411 ___ ftl LT 112/1 ---------------- 0.196 ------- 0.744 ------- 1 ~ 310 --------- 343 ~ ------- 39 ----- 0.114 ------- i 3.4 -------- ~ A ---- ~ 14 ------ ftI --- W Approach 6.4 A ---------------- IRT+TH ~ 12/1 ------ 0.510 -------- 0.744 --------- ~ 1381 ~ ------- 1384 I ----- 878 ------- 10.634 -------- I 6.5 -___ ~*A ______ ~ 494 ___ ft~ LT ~ 12/1 ---------------- 0.182 ------ 10.744 -------- ~ 370 I --------- 403 ------- 39 ----- 0.097 ------- ( 3.3 -------- I A ---- ( 14 ------ ft~ --- Yelm Dairy Queen TIA 03/20/03 Clark Road/Yelm Avenue 09:39:00 PM Peak Hour; Existing 2003 Traffic Volumes SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 35 5 20 25 685 35 30 1 10 10 780 35 WIDTHS 0.0 12.0 12.0 0.0 12.0 12.0 0.0 12.0 12.0 0.0 12.0 12.0 LANES 0 1 1 0 1 1 0 1 1 0 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.0.0 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 1621 1369 0 1853 461 0 1592 1356 0 1859 542 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0 .00 1 CYCLES 90 90 30 PEDT IME 0.0 0 GREENTIMES 15.00 67.00 YELLOWTIMES 4.00 4.00 CRITICALS 2 11 EXCESS 0 Yelm Dairy Queen TIA Clark Road/Yelm Avenue PM Peak Hour; Projected 2004 volumes w/o Project SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) 0.60 Vehicle Delay ------------------------- Sq 11 ~ Phase 1 ~ Phase 2 * * + * * + ~ ++++ V I ~ ++++ ~ I++++ V North <+ + +>f****> + + + (**** + + + ~ v ------------------------- G/C=0.167 ~ G/C=0..744 G= 15.0" ~ G= 67.0" Y+R= 4.0" ~ Y+R= 4.0" OFF= 0.0% I OFF=21.1% ------------------------- C= 90 sec G= 82.0 sec = 91.1% 03/20/03 09:39:14 8.1 Level of Service A Y= 8.0 sec 8.9% Ped= 0.0 sec = 0.0% Lane Width/~ g/C ~ Service Rate Adj ~ ~ HCM ~ L ~ Queue Group --------- Lanes Reqd __ Used ~ ---------------------- @C (vph) @E -------------- Volume v/c ------------- ~ Delay ( --------- S Model 1, ------------ N Approach 32.3 C ---------- ---------- IRT+TH ------ ------ 12/1 ------- ------- 0.136 -------- -------- 0.167 ------- ------- 123 ~ ------- ------- 259 ~ ------ ------ 45 -------- -------- 0.167 ~ ------- ------- 32.4 ----- ----- I*C ~ ----- ----- 46 --- --- ft~ 1 LT 12/1 ---------------- 0.129 ------- I 0.167 -------- 99 ~ ------- 215 ~ ------- 22 ------ 0.096 ~ -------- 31.9 ------- ~ C I ----- 22 ----- ft~ --- S Approach 32.0 C ---------------- ~RT+TH ~ 12/1 ------- 10.132 -------- 0.167 ~ ------- 120 ~ ------- 253 ~ ------ 34 -------- 10.128 ~ ------- 32.2 ----- I C ----- 35 --- ft~ LT 112/1 ---------------- 0.124 ------- 10.167 ~ -------- 98 ~ ------- 213 ~ ------- 11 ------ 0.049 I -------- 31.6 ------- I C I ----- 11 ----- ft~ --- E Approach 6.1 A --------- ~RT+TH ------- 12/1 ------- 0.496 -------- 0.744 ~ ------- 1377 ~ ------- 1380 ~ ------ 845 -------- 0.612 ~ ------- 6.2 ----- ~ A ~ ---- 462 ---- ft~ LT 12/1 ---------------- 10.209 ------- (0.744 ~ ------- 271 ~ -------- 303 ~ ------- 39 ------ 1 0.129 ~ -------- 3.4 ------- ~ A ~ ----- 15 ---- ft~ ---- W Approach 7.1 A --------------- ~RT+TH ~ 12/1 -------- 0.539 ------- 0.744 -------- ~ 1381 ------- ~ 1384 ~ ------ 939 -------- 0.678 I ------- 7.3 ----- ~*A ~ ---- 560 ---- ft~ LT ~ 12/1 --------------- 0.191 ------- 0.744 -------- ~ 332 ------- ~ 365 ~ -------- 39 ----- 0.107 ~ --------- 3.3 ------- ~ A ~ ----- 14 ---- ft~ ---- Yelm Dairy Queen TIA Clark Road/Yelm Avenue PM Peak Hour; Projected 2004 volumes w/o Project SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values 03/20/03 09:39:22 Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 35 5 20 25 735 35 30 1 10 10 835 35 WIDTHS 0.0 12.0 12.0 0.0 12.0 12.0 0.0 12.0 12.0 0.0 12.0 12.0 LANES 0 1 1 0 1 1 0 1 1 0 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 1621 1369 0 1853 407 0 1592 1356 0 1859 491 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0 .00 1 CYCLES 90 90 30 PEDTIME 0.0 0 GREENTIMES 15.00 67.00 YELLOWTIMES 4.00 4.00 CRITICALS 2 11 EXCESS 0 Yelm Dairy Queen TIA Clark Road/Yelm Avenue PM Peak Hour; Projected 2004 volumes w/Project SIGNAL2000/TEAPAC[Ver 1.01.00] - Capacity Analysis Summary 03/20/03 09:39:50 Intersection Averages: Degree of Saturation (v/c) 0.61 Vehicle Delay 8.3 Level of Service A Sq 11 ~*/** /~~ ------------------------- Phase 1 ~ Phase 2 ------------------------- * * + ,. * * + ++++ v ++++~ North <+ + +; + + + + + + G/C=0.167 G= 15.0" Y+R= 4.0" OFF= 0.0% C= 90 sec ++++ v ****, ~ I~*** v G/C=0.744 G= 67.0" Y+R= 4.0" OFF=21.1% G= 82.0 sec = 91.1% Y= 8.0 sec 8.9% Ped= 0.0 sec = 0.0% ----------------- Lane (Width/~ -------------- g/C I -------- Service ------------ Rate Adj -------- I ------- HCM ---- I L --------- Queue Group ~ Lanes ----------------- Regd ------ Used ~ -------- @C (vph -------- ) @E ----- ~Volume~ v/c I --------------- Delay ------- I S ---- Model ------ ll --- N Approach 32.3 C ----------------- (RT+TH ~ 12/1 ------ 10.136 -------- 0.167 -------- 123 ~ ----- 259 ------- ~ 45 -------- 0.167 ~ ------- 32.4 ---- ~*C ------ ~ 46 --- ft~ LT ~ 12/1 ---------------- 10.129 ------- 0.167 ------- I 99 ~ --------- 215 ----- ~ 22 ------- 10.096 ~ ------- 31.9 -------- I C ---- ( 22 ------ ft~ --- S Approach 32.0 C ---------------- ~RT+TH ~ 12/1 ------- 0.132 , ------- 0.167 --------- ~ 120 ~ ----- 253 ------- ~ 34 ------- 0.128 -------- ~ 32.2 -_-- ~ C ---___ ~ 35 ___ ft~ LT ~ 12/1 ---------------- 0.124 ------- 10.167 ------- ~ 98 ~ --------- 213 ----- ~ 11 ------- 0.049 ------- ~ 31.6 -------- ~ C ---- ~ 11 ------ ft~ --- E Approach 6.3 A ---------------- ~RT+TH ~ 12/1 ------- 0.506 ------- 0.744 --------- ~ 1377 ~ ----- 1380 ------- ~ 867 ------- 0.628 -------- ~ 6.4 -_-- ~ A ______ 1484 ___ ft LT ~ 12/1 ---------------- 0.215 ------- 0.744 ------- ~ 257 ~ --------- 289 ----- ~ 39 ------- 0.135 ------- ~ 3.5 -------- ~ A ---- ( 15 ------ ftI --- W Approach 7.4 A ---------- ~RT+TH 1 ------ 12/1 ------- 0.549 ------- 0.744 --------- ~ 1381 ( ----- 1384 ------ ~ 961 -------- 0.694 ------- ~ 7.6 ---- ~*A --___ ~ 587 ___ ft~ LT 12/1 0.194 0.744 ~ 318 I 351 ~ 39 0.111 ~ 3.3 I A ( 14 ft~ Yelm Dairy Queen TIA Clark Road/Yelm Avenue PM Peak Hour; Projected 2004 volumes w/Project SIGNAL2000/TEAPAC[Ver 1.01.00] - Summary of Parameter Values 03/20/03 09:40:00 Intersection Parameters METROAREA NONCBD SIMULATION PERIOD 15 LEVELOFSERVICE C S NODELOCATION 0 0 QUEUEMODELS 1 90 25 40 Approach Parameters APPLABELS N E S W GRADES 0.0 0.0 0.0 0.0 PEDLEVELS 0 0 0 0 BIKEVOLUMES 0 0 0 0 PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 0 0 0 RIGHTTURNONREDS 0 0 0 0 UPSTREAMVC 0.00 0.00 0.00 0.00 Movement Parameters MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 35 5 20 25 755 35 30 1 10 10 855 35 WIDTHS 0.0 12.0 12.0 0.0 12.0 12.0 0.0 12.0 12.0 0.0 12.0 12.0 LANES 0 1 1 0 1 1 0 1 1 0 1 1 GROUPTYPES NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM NORM UTILIZATIONS 0.00 0.00_. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TRUCKPERCENTS 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 PEAKHOURFACTORS 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 ARRIVALTYPES 3 3 3 3 3 3 3 3 3 3 3 3 ACTUATIONS YES YES YES YES YES YES YES YES YES YES YES YES REQCLEARANCES 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 MINIMUMS 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 STARTUPLOST 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 ENDGAIN 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 STORAGE 0 0 0 0 0 0 0 0 0 0 0 0 INITIALQUEUE 0 0 0 0 0 0 0 0 0 0 0 0 IDEALSATFLOWS 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 FACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 DELAYFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NSTOPFACTORS 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 SATURATIONFLOWS 0 1621 1369 0 1854 388 0 1592 1356 0 1860 471 Phasing Parameters SEQUENCES 11 ALL PERMISSIVES NO NO NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES Y ES OFFSET 0 .00 1 CYCLES 90 90 30 PEDTIME 0.0 0 GREENTIMES 15.00 67.00 YELLOWTIMES 4.00 4.00 CRITICALS 2 11 EXCESS 0 TWO-WAY STOP CONTROL SUMMARY General Information Site Information genc iCo. The Shea Grou Date Performed 2/25/2003 nal sis Time Period PM Peak Hour Project Description 254-4456-001 Ye/m Dai Queen East/Vl/est Street: Yelm Avenue Intersection Orientation: East-West ehicle Volumes and Ad'ustments Major Street Eastbound Movement 1 2 L T olume 52 572 Peak-Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 57 635 Percent Heavy Vehicles 0 -- Median Type RT Channelized Lanes 1 1 Configuration L T U stream Si nal 1 Minor Street Northbound Movement 7 8 L T olume 114 26 Peak-Hour Factor, PHF 0.90 0.90 Hourly F)ow Rate, HFR 126 28 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 Flared Approach N Storage 0 RT Channelized Lanes 0 1 Configuration LTR Dela ,Queue Length, and Level of Service pproach EB W B Movement 1 4 Lane Configuration L L v (vph) 57 24 C (m) (vph) 962 871 v/c 0.06 0.03 95% queue length 0.19 0.08 Control Delay 9.0 9.3 LOS A A pproach Delay -- -- pproach LOS -- -- Westbound 3 4 5 6 R L T R 93 22 518 47 0.90 0.90 0.90 0.90 103 24 575 52 -- 0 - -- Two Way Left Turn Lane 0 0 1 1 1 1 R L T R 1 Southbound 9 10 11 12 R L T R 24 81 23 53 0.90 0.90 0.90 0.90 26 90 25 58 0 0 0 D 0 N 0 0 0 0 0 1 0 LTR Northbound Southbound 7 8 9 10 11 LTR LTR 180 7 73 227 266 0.79 0.65 5.79 4.12 62.8 40.6 F E 62.8 40.6 F E 12 NCS2000T tit Intersection 1a Jurisdiction Cit of Yeim nal sis Year 2003 orth/South Street: Plaza Drive tudv Period (hrs): 0.25 Copyright ©2000 University of Florida, All Rights Reserved Version 4.1b file://C:~Documents and Settings\cramecan~L,ocal Settings\Temp\u2kB.tmp 3/20/2003 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st cvc Intersection 1b genc /Co. The Shea Grou Jurisdiction City of Yelm Date Performed 2/25/2003 nal sis Year 2004 w/o pro'ect nal sis Time Period PM Peak Pro'ect Descri tion 254-4456-001 Yelm Dai Queen East/V11est Street: Yelm Avenue North/South Street: Plaza Drive Intersection Orientation: East-West Stud Period hrs): 0.25 ehicle Volumes and Ad'ustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 58 609 97 23 562 49 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 64 676 107 25 624 54 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Two Way Left Turn Lane RT Channelized 0 0 Lanes 1 1 1 1 1 1 Configuration L T R L T R U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume 119 27 25 84 24 59 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 132 30 27 93 26 65 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 D 0 1 D Configuration LTR LTR Dela ,Queue Len th, and Level of Service pproach EB W B Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v (vph) 64 25 189 984 C (m) (vph) 923 844 191 233 v/c 0.07 0.03 0.99 0.79 95% queue length 0.22 0.09 8.29 5.79 Control Delay 9.2 9.4 113.1 61.1 LOS A A F F pproach Delay -- -- 113.1 69.1 pproach LOS -- -- F F HCS2000TM Copy~~ight ©2000 Clniversity of Florida, All Rights Reserved Version 4.1b file://C:~Documents and Settings\cramecan~I,ocal Settings\Te>np\u2k353.tmp 3/20/2003 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st cvc enc /Co. The Shea Group Date Performed 2/25/2003 nal sis Time Period PM Peak Hour Pro'ect Descri tion 254-4456-001 Ye/m Dair Queen East/West Street: Yelm Avenue Intersection Orientation: East-West ehicle Volumes and Ad'ustments Ma'or Street Eastbound Movement 1 2 L T olume 105 586 Peak-Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 116 651 Percent Heavy Vehicles 0 -- Median Type RT Channelized Lanes 1 1 Configuration L T U stream Si nal 1 Minor Street Northbound Movement 7 8 L T olume 119 27 Peak-Hour Factor, PHF 0.90 0.90 Hourly Flow Rate, HFR 132 30 Percent Heavy Vehicles 0 0 Percent Grade (%) 0 Flared Approach N Storage 0 RT Channelized Lanes 0 1 Configuration LTR Dela ,Queue Length, and Level of Service pproach EB WB Movement 1 4 Lane Configuration L L v (vph) 116 25 C (m) (vph) 894 848 vic 0.13 0.03 95% queue length 0.45 0.09 Control Delay 9.6 9.4 LOS A A pproach Delay -- -- pproach LOS -- -- Intersection 1c Jurisdiction Cit of Yefm nal sis Year 2004 w/project South Street: Plaza Drive Period (hrs): 0.25 Westbound 3 4 5 6 R L T R 97 23 544 95 0.90 0.90 0.90 0.90 107 25 604 105 -- 0 -- -- Two Way Left Turn Lane 0 0 1 1 1 1 R L T R 1 Southbound 9 10 11 12 R L T R 25 111 24 101 0.90 0.90 0.90 0.90 27 123 26 - 112 0 0 0 0 0 N 0 0 0 0 0 1 0 LTR Northbound Southbound 7 8 9 10 11 LTR LTR 189 261 137 220 1.38 7,19 12.27 12.78 270.3 165.7 F F 270.3 165.7 F F 12 HCSZOOOIM Copyright ©2000 University of Florida, All Rights Reserved Version 4. ib file:/1C:\Documents and Settings\cramecan\Local Settings\Temp\u2k357.tmp 3/20/2003 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st cvc Intersection 2a gency/Co. The Shea Group Jurisdiction Cit of Yelm Date Performed 2/25/2003 nal sis Year 2003 nal sis Time Period PM Peak Hour Project Descri tion 254-4456-001 ' East/West Street: 103rd Avenue North/South Street: Plaza Drive Intersection Orientation: East-West Stud Period hrs): 0.25 ehicle Volumes an d Ad'ustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume 0 99 23 16 71 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 0 110 25 17 78 0 Percent Heavy Vehicles 0 -- -- 0 __ __ Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT Upstream Si nal D 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume 27 0 21 0 0 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 30 0 23 _. 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 D Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 Configuration LTR Dela ,Queue Len th, and Level of Service pproach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR v (vph) 17 53 C (m) (vph) 1462 820 v/c 0.01 0.06 95% queue length 0.04 0.21 Control Delay 7.5 9.7 LOS A A pproach Delay -- -- 9.7 pproach LOS -- -- A HGJZUUU""' Copyt-ight ©2000 University of Florida, All Rights Reserved Version 4. ib file://C:~Documents and Settings\cramecan~T.ocal Settings\Temp\u2k35F.tmp 3/20/2003 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st cvc Intersection 2b enc /Co. The Shea Group Jurisdiction Cit of Yeim Date Performed 2/25/2003 nal sis Year 2004 w/o pro'ect nal sis Time Period PM Peak Hour Project Description 254-4456-001 Ye/m Dair Queen East/West Street: 103rd Avenue North/South Street: Plaza Drive Intersection Orientation: East-West Stud Period hrs : 0.25 Vehicle Volumes an d Ad'ustments Ma'or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 107 24 19 76 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 0 118 26 21 84 0 Percent Heavy Vehicles 0 -- -- 0 __ __ Median Type Undivided RT Channelized 0 p Lanes 0 1 0 0 1 0 Configuration TR LT U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume 28 0 25 0 0 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 31. 0 27 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N /~/ Storage 0 0 RT Channelized 0 p Lanes 0 1 0 0 0 0 Configuration LTR Dela ,Queue Len th, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR v (vph) 21 58 C (m) (vph) 1451 806 v/c 0.01 0.07 95% queue length 0.04 0.23 Control Delay 7.5 9.8 LOS A A pproach Delay -- -- 9,8 pproach LOS •- -- A HCS?000"~' Copyright ©2000 University of Florida, nll Rights Reserved Version 4.1b file://C:~Documents and Settings\cramecan~L,ocal Settings\Temp\u2k363.tmp 3/20/2003 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st cvc Intersection Zc enc /Co. The Shea Grou Jurisdiction Cif of Yelm Date Performed 2/25/2003 nal sis Year 2004 with project nal sis Time Period PM Peak Hour Project Descri tion 254-4456-001 Ye/m Dair Queen East/West Street: 103rd Avenue North/South Street: Plaza Drive Intersection Orientation: East-West Stud Period (hrs : 0.25 ehicle Volumes and Ad'ustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 107 28 26 76 0 Peak-Hour Factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 Hourly Flow Rate, HFR 0 118 31 28 84 0 Percent Heavy Vehicles 0 -- __ 0 __ __ Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration TR LT U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume Peak-Hour Factor, PHF 32 0.90 0 0.90 32 0.90 0 0.90 0 0.90 0 0.90 hiourly Flow Rate, HFR 35 0 35 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 0 0 Configuration LTR Dela ,Queue Length, and Level of Service pproach EB W B Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR v (vph) 28 70 C (m) (vph) 1445 799 v/c 0.02 0.09 95% queue length 0.06 0.29 Control Delay 7.5 g,g LOS A A pproach Delay -- __ 9 9 pproach LOS .,T M -- __ A ~~~~~~ w}~yi.gm v ~uw ~nrversity of t-IOnda, All Rights Reserved Version 4.1b file://C:\Documents and Settings\cramecan\Local Settings\Temp\u2k367.tmp 3/20/2003