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Home My WebLink AboutSWP272973 1 1 1 JOHNSONILOKEN PROPERTY TRAFFIC IMPACT ANALYSIS ' CITY OF RENTON 1 5JENN #4 ' Prepared for Mr. John Skochdopole ' CONNER HOMES 846 108th Ave. N.E. Bellevue, WA 98004 Transportation Planning • Engineering , Inc . 1 2223 - 112th Avenue N.E., Suite 101 Bellevue, Washington 98004-2952 Telephone: (425) 455-5320 ' Facsimile: (425) 453-5759 1 . JOHNSON/LOKEN PROPERTY TRAFFIC IMPACT ANALYSIS ' CITY OF RENTON Prepared for ' Mr. John Skochdop ole CONNER HOMES 846 108t" Ave. N.E. Bellevue, WA 98004 ' Prepared by ' TRANSPORTATION PLANNING & ENGINEERING, INC. 2223 - 112th Ave. N.E., Suite 101 ' Bellevue, Washington 98004 Telephone - (425) 455-5320 FAX - (425) 453-5759 1 �Q-K� J�1-0 ofVAS11,, s 257, 3 EXPIRES ai3� O Z � t ' f Y TRANSPORTATION PLANNING & ENGINEERING, INC. 2223- 112,AVENUE N.E.,SUITE 101 -BELLEVUE,WASHINGTON 98004-2952 ' VICTOR H.BISHOP,P.E.President TELEPHONE(425)455-5320 DAVID H.ENGER,P.E.Vice President FACSIMILE(425)453-5759 September 28, 2001 Mr. John Skochdopole ' CONNER HOMES 846 1081h Ave. N.E. ' Bellevue, WA 98004 RE- Johnson/Loken Property — Renton ' Traffic Impact Analysis Dear Mr. Skochdopole: ' We are pleased to present this traffic impact analysis for the proposed Johnson/Loken property. It is our understanding that the project would consist of 63 lots ' for single family residential structures. We are aware that five single family structures already exist within the subject site. Four of those five structures will be removed with the construction of the project. The proposed project is generally located south of N.E. 4th St., north of N.E. 2 nd St., west of Nile Ave N.E. and east of Jericho Ave. N.E. in the ' City of Renton. ' The scope of this analysis is based on the information provided, recent TP&E project experience in the City and our telephone conversation. Based on information from these sources, the Jericho Ave. N.E./N.E. 4th St., Jericho Ave. N.E./N.E. 3rd St. and ' Jericho Ave. N.E./N.E. 2nd St. intersections were analyzed in this report. The summary, conclusions and recommendations begin on page 5 of this report. ' PROJECT DESCRIPTION ' Figure 1 is a vicinity map showing the location of the site and the surrounding street network. Figure 2 shows a preliminary site plan prepared by Triad Associates. The plan consists of 63 lots for single-family residential units with an internal access street connecting to Jericho Ave N.E., Lyons Ave. N.E., and N.E. 2nd Street. ' Full development of the proposal is expected to occur by the year 2003. However, to ensure a conservative analysis, 2004 is used as the horizon year for ' purposes of this study. ' Mr. John Skochdop ole ' CONNER HOMES, INC. September 28, 2001 Page 2 ' EXISTING PHYSICAL CONDITIONS ' The project site is developed with five single-family residence and attendant structures. Four of the five structures will be removed from the site to make way for the subject development. ' Street Facilities ' Figure 3 shows existing traffic control, number of street lanes, the approach lanes at intersections and other pertinent information from City of Renton Comprehensive Plan. ' The rims streets in the stud area are classified as follows: primary Y ' N.E. 41h St Major Arterial Jericho Ave. N.E. Collector Arterial N.E. 2"d St. Unclassified Local Access ' N.E. 3rd St. Unclassified Local Access Lyons Ave. N.E. Unclassified Local Access ' Transit Facilities ' Metro provides public transit service in the City of Renton. Attached in the appendix is a list of bus routes that travel and provide service in the Renton Highlands neighborhood. Route 111 provides service along Jericho Ave. N.E. adjacent to the ' subject site area as depicted on the Metro Transit System Map, effective February 1999. ' EXISTING TRAFFIC CONDITIONS Traffic Volumes ' Figure 4 shows existing PM peak hour traffic volumes at the pertinent intersection affected by site-generated traffic. A turning movement count was ' performed by Trafficount on Tuesday, 09.25.01 at the Jericho Ave. N.E./N.E. 2"d St., Jericho Ave. N.E./N.E. 3rd St. and the Jericho Ave. N.E./N.E. 4th St. intersections. These counts are included in the Technical Appendix. Trafficount is a firm that specializes in ' the collection of traffic data. ' IlFrnnl deskbl-PfgectslR PROJECTSIR0691011R069601 Connor Homes doc 1 ' Mr. John Skochdop ole CONNER HOMES, INC. ' September 28, 2001 Page 3 ' Level of Service Analysis Level of Service (LOS) is a qualitative measure describing operational conditions within a traffic flow, and the perception of these conditions by drivers or passengers. These conditions include factors such as speed, delay, travel time, freedom to ' maneuver, traffic interruptions, comfort, convenience, and safety. Levels of service are given letter designations, from A to F, with LOS A representing the best operating conditions (free flow, little delay) and LOS F the worst (congestion, long delays). ' Generally, LOS A and B are high, LOS C and D are moderate and LOS E and F are low. ' Table 1 shows calculated levels of service (LOS) for existing conditions at the pertinent street intersections. The LOS's were calculated using the procedures in the Transportation Research Board Highway Capacity Manual - Special Report 209 3Id ' Edition updated December, 1997. The LOS shown indicates overall intersection operation. At intersections, LOS is determined by the calculated average delay per vehicle. The LOS and corresponding average delay in seconds are as follows: TYPE OF A B C D E F ' INTERSECTION ' Signalized < 10.0 >10.0 and <20.0 ->20.0 and <35.0 >35.0 and <55.0 >55.0 and <80.0 >80.0 Stop Sign Control <10.0 >10 and <15 >15 and <25 >25 and <35 >35 and <50 >50 Accident History We field reviewed the subject site and the immediate street system. Based on this review and discussion with City of Renton staff, no apparent problem locations ' exist. FUTURE TRAFFIC CONDITIONS WITHOUT THE PROJECT ' Figure 5 shows projected 2004 PM peak hour traffic volumes without the project. These volumes include the existing traffic volume counts plus background growth. A ' compounded 4% per year annual growth rate is used in this report. The growth rate was calculated from the Forecasts of Population, Housing & Employment by Analysis ' Wtont desklcl-ProjectslR PROJECTSIR0691011R069601 Connor Homes doc ' Mr. John Skochdop ole ' CONNER HOMES, INC. September 28, 2001 Page 4 ' Zone, 1970-2000, data contained in the Puget Sound Council of Government "Small Area Forecasts", March 1984. TRIP GENERATION AND DISTRIBUTION A vehicle trip is defined as a single or one direction vehicle movement with either ' the origin or destination (exiting or entering) inside the study site. The 63 single-family units are expected to generate the vehicular trips during an ' average weekday and during the street traffic peak hours as shown below: Time Period Trip Rate Trips Trips Total Entering Exiting Average Weekday T = 9.57X 301 (50%) 301 (50%) 602 [555] AM Peak Hour T = 0.75X 12 (25%) 35 (75%) 47 [44] PM Peak Hour T = 1.01 X 41 (64%) 23 (36%) 64 [59] ' T = Trips; X number of lots, 63 [58] [XX] — Net new trips after deducting for the existing housing units The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Sixth Edition, for Single Family Detached Housing (ITE Land Use Code 210). These trip generation values account for ' all site trips made by all vehicles for all purposes, including resident, visitor, and service and delivery vehicle trips. ' Our analysis indicates that this project will generate 64 PM peak hour trips. Five single-family units already exist. Therefore, the net new PM peak hour trips would be 59. Similarly the number of net new daily trips is 555. ' Figure 6 shows the projected trip distribution and the calculated site-generated traffic volumes. The distribution is based on the characteristics of the street network, ' existing traffic volume patterns, the location of likely trip origins and destinations (employment, shopping, social and recreational opportunities), expected travel times, and previous traffic studies. ' The distribution shown in Figure 6 assigns all site traffic to Jericho Ave. Northwest. Future street improvements, i.e., Lyons Ave. N.E. and Nile Ave. N.E., by ' Wront desk lcl-ProjectslR PROJECTSIR0691011R069601 Connor Homes.doc ' Mr. John Skochdopole CONNER HOMES, INC. ' September 28, 2001 Page 5 ' others would provide alternate routes for the residents of the plat. Thus the trip assignments shown are conservative. ' FUTURE TRAFFIC CONDITIONS WITH PROJECT Traffic Volumes ' Figure 7 shows the projected 2004 PM peak hour traffic volumes with the proposed project. The site-generated PM peak hour traffic volumes shown on Figure 6 ' were added to the projected background traffic volumes shown on Figure 5 to obtain the Figure 7 volumes. ' Level of Service Table 1 shows calculated LOS for future with and without-project conditions at the pertinent street intersections. The two study intersections operate at an acceptable LOS for future 2004 conditions including project-generated traffic. ' Left Turn Channelization The need for a left-turn channelization at the proposed Jericho Ave. N.E./N.E. 3rd ' St. (Site Access) was reviewed using WSDOT Design Manual, Figure 910-9a, "Left- Turn Storage Guidelines". Our analysis indicates that left turn channelization would not be required at the mentioned intersection. Furthermore, the future street improvements, ' by others, of Nile Ave. N.E. and Lyons Ave. N.E. would only serve to help alleviate the traffic on Jericho Ave. N.E. by providing more access to the subject site. ' TRAFFIC MITIGATION REQUIREMENTS ' The City of Renton requires a Transportation Mitigation Fee payment of $75 per new daily trip attributed to the development. The net new daily trips due to this development are 555 trips per day. The calculated Transportation Mitigation Impact ' Fee is thus calculated at $41,625 (555 daily trips X $75 per daily trip). The City of Renton will likely require street improvements along the project site's ' frontages to Jericho Ave. N.E. and N.E. 2"d Street. Jericho Ave. N.E. is a collector arterial. Thus a stop sign on the plat street's ' approach to Jericho Avenue N.E. is recommended. Wronf desk bl-PrcjecWR PROJECTSIR0691011RO69601 Connor Homes.doc � E Mr. John Skochdopole CONNER HOMES, INC. ' September 28, 2001 Page 6 ' SUMMARY, CONCLUSIONS AND RECOMMENDATIONS The preparation of this report includes the collection of existing traffic data at the street intersections which have been identified for analysis by the City of Renton. Using this data and projecting future traffic volumes, both existing and future traffic operations were calculated for conditions "with" and "without" the project. The evaluation of the ' traffic impact of the proposed project involved adding the project generated traffic to the future traffic volume projection. Traffic operations were calculated and compared to traffic operations "without" the project. ' We recommend that the Johnson/Loken Property project be permitted with the following traffic mitigation measures: ' 1 Construct the Johnson/Loken Property project per applicable City standards. ' 2 Frontage improvements along Jericho Ave. N.E. and N.E. 2nd St. per City of Renton criteria will likely be required. ' 3 Install a stop sign on the plat street's approach to Jericho Ave. N.E. per applicable requirements. ' 4 Contribute $41,625 as a transportation mitigation fee to the City of Renton. ' No other traffic mitigation should be necessary. Please call Chris Valdez at 425.455.5320 or e-mail valdez tranplaneng.com or me at miacobs tranplaneng,com if you have any questions. Very truly yours, ' TRANSPORTATION PLANNING & ENGINEERING, INC. ' Mark J. Jacobs P.E. P.T.O.E. ' CW:mc Associate ' Vront desklcl-ProjectslR PROJECTSIRO69101 RO69601 Connor Homes doc TABLE 1 PM PEAK HOUR LEVEL OF SERVICE SUMMARY ' JOHNSON/LOKEN PROPERTY TRAFFIC IMPACT ANALYSIS Intersection Movement Existing 2004 Without 2004 With ' Jericho Ave. N.E./ Project Project N.E. 41h St. OVERALL C (25.0) C (24.8) C (28.2) ' NBLT A (8.3) A (8.4) A (8.4) Jericho Ave. N.E./ EB B (13.7) B (14.8) C (18.8) N.E. 3�d St. SBLT -- -- A (7.8) ' W B -- -- B (10.1) NBLT A (8.2) A (8.4) A (8.4) Jericho Ave. N.E./ SBLT A (7.7) A (7.7) A (7.7) N.E. 2nd St. WB B (12.5) B (13.4) B (13.5) EB B (12.6) B (13.5) B (13.6) ♦ Number shown is the average control delay in seconds per vehicle for the intersection ' as a whole signalized intersection and approach movements at stop controlled intersection, which determines the LOS for intersections per the Transportation Research Board Highway Capacity Manual (HCM)- Special Report 209, 3rd Edition updated December 1997. ' (XX) LOS and delay for minor side street approach at an unsignalized intersection i i T i ......f - ) tu v set i lstst ¢�_ fi W W -Cf) W En a) fn y} a N h FE5 " h i 1 Project Sitew� Cn i i s��Pl�7 S 132n S( w tu _ Cn y a) 1 ¢rw„ e S t n pt c Pf W > t �tr c°i y ¢ E 13 S i ^ St St M (ew St l9h 1 1 1 i Streets Plus i 1 iVICINITY MAP FIGURE JOHNSON / LOKEN PROPERTY 1 i TRAFFIC IMPACT ANALYSIS N ..... _ ........ j t is • I� ! •fit ��::'..../`.. w v " i " r ........... .... E. I M1 ........ i ....... .......... �... ........... • e ...... .. ........ ..... .... ........ : . . . e ♦ tis ' SITE PLAN FIGURE JOHNSON / LOKEN PROPERTY 2 ' � TRAFFIC IMPACT ANALYSIS i 1 w 1 NLU ail not to scale a5 Q > r Q co C N r- 1 NE 4th St. �r w NE 3rd St. �F =z 1 NE 2nd St. 1 w w Z z � a� Q 1 > o 0 U J 1 N 7 1 1 LEGEND O Traffic Control Signal ' q Stop Sign XX mph Posted Speed Limit Approach Lane & Direction 1 XL Number of Roadway Lanes Future Street by Others 1 EXISTING STREET CONDITIONS FIGURE 1 JOHNSON / LOKEN PROPERTY 3 1 TRAFFIC IMPACT ANALYSIS 1 1 Tuesday 9-25-01 N N 0 1 not to scale Q > is ail 633 r Q 0—50 0 1 1270--- r 14- N 354� O N I-Co 1 1 NE 4th St. 1 - z: NE 3rd St. Tuesday : > 9-25-01 : Q 1 3J 1 t NE 2nd St. N Z > Q 1 co O C O s > Tuesday ,a o L —j 1 9-25-01 i�I �4 I ` r4 1 15 5 � tr LOLnN O N 1 1 LEGEND X— PM Peak Hour Traffic Volume & Direction 1 EXISTING TRAFFIC VOLUMES FIGURE 1 JOHNSON LOKEN PROPERTY / 4 ' TRAFFIC IMPACT ANALYSIS w ' N w a; not to scale Q > �--712 s Q r56 00 ' 1429--► I �N 398 N ' NE 4th St. Ld - z NE 3rd St. = r -z 3--i 1 t NE 2nd St. N w z ai ' O Q Q � O c O d U J n� D Jul ;4 17 1t � cD N 1 ' LEGEND X--► PM Peak Hour Traffic Volume & Direction PROJECTED 2004 TRAFFIC VOLUMES W/OUT PROJECT FIGURE ' JOHNS ON / LOKEN PROPERTY 5 ' TRAFFIC IMPACT ANALYSIS ' w ' N � not to scale Q ai < r-8 ' 00 29 1 r - N W Ln �N f (D t Ln ' 55% 70% 20% 15% NE 4th St. —13 —16 8 6 23--► 29—► 5--► _ 4--� o - z rn NE 3rd St. = LO -z t' w NE 2nd St. w z z a� o > > I Q a o � 0 U J N r1 i t N ' PROJECT PM PEAK HOUR TRIPS t Enter 41 Exit 23 ' FSITEGENERATED TRAFFIC VOLUMES AND DISTRIBUTION FIGURE JOHNSON / LOKEN PROPERTY 6 TRAFFIC IMPACT ANALYSIS ' w ' N LU (D not to scale Q > —712 s r64 00 00 1429—► 1 r 427� o rn ' N ' NE 4th St. ' w - z NE 3rd St. = ai _Q tO z 00 Ln /r1D 3� 1 t NE 2nd St. ' w w Z N Z N > O Q Q U O O Ln U J 5 1 7:1 1t � co n N ' N LEGEND ' X--► PM Peak Hour Traffic Volume & Direction PROJECTED 2004 TRAFFIC VOLUMES WITH PROJECT FIGURE JOHNSON / LOKEN PROPERTY 7 TRAFFIC IMPACT ANALYSIS x Z LLI IL a. Q Johnson/Loken Property - Renton 09/26/01 ' Jericho Ave. N.E./N.E. 4th St. 14 :17 :22 Existing (Jer4thEx) ' SIGNAL2000/TEAPAC (Ver 1.00 . 021 - Capacity Analysis Summary Intersection Averages: Degree of Saturation (v/c) 0 . 68 Vehicle Delay 25. 0 Level of Service C+ --------------- ---------------------- Sq 12 1 Phase 1 1 Phase 2 1 Phase 3 ------------------------------------- I ' / \ <++++ <++++ v v North <* +> +> ****> * + + v ------------------------------------- G/C=0 .297 I G/C=0.043 G/C=0. 560 G= 35.6" G= 5 .2" G= 67 .2" Y+R= 4 .0" Y+R= 4 .0" Y+R= 4 .0', OFF= 0 . 0% OFF=33 .0% OFF=40.7% ------------- -------------------- -- _ - _ C=120 sec G=10C. 0 sec = 90 .0% Y=12 .0 sec 10 .0% Ped- 0 .0 sec 0.0% Lane Width/ g/C Service Rate Adj HCM L Group Lanesl Reqd Used I CSC (vph) QE lVolumel v/c I Delay 1 S JQueue Model lI ------------------------------------------------------------------------------- S Approach 31.1 C ------------------------------------------------------------------------------- lLT 1 12/1 10 .287 10 .297 213 461 I 179 I0.383 I 34 .0 I *CC+ l 219 ftI ------------------------------------------------------------------------------- E Approach ------------------------------------------------------------------------------- 0.298 . 9 ft 84 235 66 46 I LT 1 12/1 10 . 014 I0.043 12192 12126 I 653 1 0.384 I 239 .3 I *C+ I 278 ftI ------------------------------------------------------------------------------- W Approach 30.0 C IRT+TH 1 24/2 10.541 10 .560 11788 1 1894 1 1710 10. 903 1 30 .0 J *C 11307 ftj ------------------------------------------------------------------------------- 1 Johnson/Loken Property - Renton 09/26/01 ' Jericho Ave. N.E. /N.E. 4th St. 14 :17 :40 Existing (Jer4thEx) ' SIGNAL2000/TEAPAC[Ver 1.00 . 021 - 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 20 20 20 20 BIKEVOLUMES 0 0 0 0 ' PARKINGSIDES NONE NONE NONE NONE PARKVOLUMES 20 20 20 20 BUSVOLUMES 0 4 0 4 ' RIGHTTURNONREDS 0 0 0 0 UPSTREA1VC 0 . 00 0 . 00 0. 00 0 .00 Movement Parameters ' MOVLABELS RT TH LT RT TH LT RT TH LT RT TH LT VOLUMES 0 0 0 0 633 50 82 0 170 354 1270 0 WIDTHS 0 . 0 0 . 0 0. 0 0 . 0 24 .0 12 .0 12 . 0 0 .0 12 . 0 0 .0 24.0 0. 0 ' LANES 0 0 0 0 2 1 1 0 1 0 2 0 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 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0 . 95 0. 95 0 . 95 0. 95 0. 95 0. 95 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 0 0 0 3511 1770 1558 0 1574 0 3383 0 ' Phasing Parameters SEQUENCES 12 ALL ' PERMISSIVES NO YES NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0 . 00 1 CYCLES 120 120 30 PEDTIME 0. 0 0 GREENTIMES 35 . 63 5. 17 67 .20 YELLOWTIMES 4 .00 4 . 00 4 . 00 CRITICALS 9 6 11 EXCESS 0 2 Johnson/Loken Property - Renton 09/26/01 ' Jericho Ave. N.E. /N.E. 4th St. 14 :32: 12 Ex-1644rng (Jer4thBx) ' SIGNAL2000/TEAPAC [Ver 1. 00. 021 - Capacity Analysis Summary Intersection Averages: ' Degree of Saturation (v/c) 0 .77 Vehicle Delay 24 .8 Level of Service C+ ------------------------------------- Sq 12 I Phase 1 1 Phase 2 1 Phase 3 1 -------------------------- ' <++++ <++++ v v ' North <* +> +> ****> * + + **** * + I + I v ------------------------------------- ' G/C=0 .153 G/C=0 .084 G/C=0. 563 G= 9.2" G= 5. 0" G= 33 .8" Y+R= 4 . 0" Y+R= 4 . 0" Y+R= 4 .0" OFF= 0.0% OFF=22 . 0% OFF=37 .1% C= 60 sec G- 48 . 0 sac - 80 . 0% Y-12 .0 sec = 20 .0% Ped= 0. 0 sec = 0 .0% ------------------------------ Lane Width/ I I g/C Service Rate ivolumel Adj I HCM I L IQueue Group I Lanes Reqd Used CSC (vph) CAE v/c Delay S Model 1 ------------------------------------------------------------------------------- S Approach 28.5 C ------------------------------------------------------------------------------- ' I LT 12/1 10. 152 10 . 153 203 I 271 201 0 .742 I 34 .7 J *C 1169 ftI ------------------------------------------------------------------------------- E Approach 3 . 9 A ------------------------------------------------------------------------------- 525 525 49 3 .2 20 LT 12/1 10. 000 10 .713 0 . 084 12228 12272 I 759 10 .297 0 .217 I 12 .7 I ,A+ l B 142 ftI ------------------------------------------------------------------------------- W Approach 33 . 1 C IRT+TH--- 1 -24/2- I0 .559 I0 563 I 1927 I 1927 I 1923 I0 998 I 33 . 1 I *C 11083 ftI ------------------------------------------------------------------------------- 3 Johnson/Loken Property - Renton 09/26/01 t Jericho Ave. N.E. /N.E. 4th St. 14 :32 :18 Existing (Jer4thEx) ' SIGNAL2000/TEAPAC[Ver 1. 00 . 021 - 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 0 0 0 0 712 56 92 0 191 398 1429 0 WIDTHS 0 . 0 0. 0 0 . 0 0 . 0 24 .0 12 .0 12 .0 0 . 0 12 .0 0. 0 24 .0 0 .0 LANES 0 0 0 0 2 1 1 0 1 0 2 0 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 . 95 0. 95 0. 95 0 .95 0. 95 0 . 95 0 . 95 0 .95 0 . 95 0. 95 0. 95 0. 95 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 0 0 0 3539 1770 1583 0 1770 0 3424 0 Phasing Parameters SEQUENCES 12 ALL ' PERMISSIVES NO YES NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0 .00 1 CYCLES 60 120 30 PEDTIME 0. 0 0 ' GREENTIMES 9 .20 5 .03 33 .77 YELLOWTIMES 4 . 00 4 .00 4 . 00 CRITICALS 9 6 11 EXCESS 0 Johnson/Loken Property - Renton 09/27/01 ' Jericho Ave. N.E. /N.E. 4th St. 09:13 : 07 With Project (Jer4thWP) ' SIGNAL2000/TEAPAC[Ver 1. 00. 021 - Capacity Analysis Summary Intersection Averages: ' Degree of Saturation (v/c) 0 .78 Vehicle Delay 28 .2 Level of Service C ------------------------------------- ' Sq 12 1 -Phase-1 1 Phase 2 1 Phase 3 1 **/** -- --------------------------- ' /•\ <++++ <++++ v v ' North <* +> +> ****> * + + **** * + + v ------------------------------------- ' G/C=0 . 153 I G/C=0 . 084 G/C=0 .563 G= 9 .2" G= 5 . 0" G= 33 . 8" Y+R= 4 .0" Y+R= 4 . 0" Y+R= 4 .0" ' OFF= O_ -- --0�- OFF �-- --OFF--- - ---- C= 60 sec G= 48 . 0 sec = 80. 0% Y=12 .0 sec = 20.0% Ped= 0. 0 sec = 0 .0% Lane Width/ I g/C I Service Rate lVolumel Ad' I HCM I L I QueueGroup I Lanes Reqd Used @C (vph) QE v/c Delay S Model 1 ------------------------------------------------------------------------------- S Approach 32 .7 C ------------------------------------------------------------------------------- 99 15. 8 61 ' I LT 12/1 10 . 1620 10 .304 0. 153 203 271 I 2018 10.212 0. 804 I 40 . 6 I ,B+ DI 192 ftI ------------------------------------------------------------------------------- ' E Approach 4 .0 A 525 525 49 3 .2 20 LT 112/1 � 0 .000 10 .713 0 . 084 12228 12272 767 10 .297 0 .246 I 12 . 9 I ,A+ l B 148 ftI ------------------------------------------------------------------------------- ' W Approach 37 .6 D+ IRT+TH 1 24/2 10 .568 10 . 563 1 1923 1 1923 1 1953 11.016 1 37 . 6 I *D+ 11148 ftj ------------------------------------------------------------------------------- 5 Johnson/Loken Property - Renton 09/27/01 ' Jericho Ave. N.E. /N.E. 4th St. 09: 13 :17 With Project (Jer4thWP) ' SIGNAL2000/TEAPAC [Ver 1. 00 . 021 - 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 0 0 0 0 712 64 97 0 207 427 1429 0 WIDTHS 0 . 0 0 . 0 0 . 0 0.0 24 . 0 12 .0 12 .0 0 .0 12 .0 0.0 24 .0 0. 0 LANES 0 0 0 0 2 1 1 0 1 0 2 0 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 . 95 0. 95 0 . 95 0 . 95 0. 95 0 . 95 0 . 95 0 .95 0 . 95 0. 95 0.95 0. 95 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 0 0 0 3539 1770 1583 0 1770 0 3417 0 Phasing Parameters SEQUENCES 12 ALL ' PERMISSIVES NO YES NO NO LEADLAGS NONE NONE OVERLAPS YES YES YES YES OFFSET 0. 00 1 CYCLES 60 120 30 PEDTIME 0.0 0 ' GREENTIMES 9 .20 5 . 03 33 .77 YELLOWTIMES 4 . 00 4 . 00 4 .00 CRITICALS 9 6 11 EXCESS 0 1 l"wo-Way Stop Control Page 1 of 2 ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information ' Intersection Jericho Ave. N.E./N.E. 3rd Analyst Chris Valdez St. Agency/Co. TP&E Jurisdiction Renton ' Date Performed 9126101 Analysis Year Fx1atm,9 nal sis Time Period PM Peak hour Project ID Johnson Loken Properly- Renton ' East/West Street: N.E. 3rd St North/South Street: Jericho Ave. N.E. Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments ' Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ' Volume 1 216 0 0 430 7 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 1 227 1 0 0 1 452 7 ' Percent Heavy Vehicles 1 I -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 ' Lanes 0 1 0 0 1 0 Configuration LT TR Upstream Signal 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 3 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 0 1 0 3 1 0 1 0 Percent Heavy Vehicles 0 0 0 1 1 1 1 1 Percent Grade (%) 0 0 Flared Approach N N ' Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 ' Configuration I I I LTR Delay, Queue Len th, and Level of Service Approach NB SB Westbound Eastbound ' Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR ' v (vph) 1 3 C (m) (vph) 1107 415 lc 0.00 0.01 95% queue length 0.00 0.02 Control Delay 8.3 13.7 LOS A B ' Approach Delay =_ -- 13.7 Approach LOS -- g ' file://C:\WINDOWS\TEMP\u2k30F1.TMP 9/26/01 7 ' I wo-Way Stop Control Page 1 of 2 ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information ' Intersection Jericho Ave. N.E./N.E. 3rd Analyst Chris Valdez St. Agency/Co. TP&E Jurisdiction Renton Date Performed 9126101 Analysis Year 2004 Without project ' Analysis Time Period PM Peak hour Project ID Johnson Loken Property- Renton East/West Street: N.E. 3rd St North/South Street: Jericho Ave. N.E. ' Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments ' Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 1 243 0 0 484 8 ' Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 255 0 0 509 1 8 Percent Heavy Vehicles 1 -- -- 0 -- -- ' Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 ' Configuration LT TR Upstream Signal 0 0 ' Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R ' Volume 0 0 0 3 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 0 1 0 0 3 1 0 1 0 Percent Heavy Vehicles 0 1 0 0 1 1 1 1 ' Percent Grade (%) 0 0 Flared Approach N N ' Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 1 0 ' Configuration LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound ' Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR v (vph) 1 3 ' C (m) (vph) 1054 370 v/c 0.00 j 0.01 ' 95% queue length 0.00 0.02 Control Delay 8.4 14.8 LOS A B ' .Approach Delay _= 14.8 pproach LOS B ' ftle://C:\WINDOWS\TEMP\u2k30F1.TMP 9/26/01 8 ' Two-Way Stop Control Page 1 of 2 ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information ' Intersection Jericho Ave. N.E./N.E. 3rd Analyst Chris Valdez St. Agency/Co. TP&E Jurisdiction Renton ' Date Performed 9126101 Analysis Year 2004 With project Analysis Time Period PM Peak hour Project ID Johnson Loken Property- Renton ' East/West Street: N.E. 3rd St North/South Street: Jericho Ave. N.E. Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments ' Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ' Volume 1 244 0 35 486 8 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 1 256 1 0 36 511 1 8 ' Percent Heavy Vehicles 1 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 ' Lanes 0 1 0 0 1 0 Configuration LT LTR Upstream Signal 0 0 ' Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 1 0 20 3 0 0 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 1 0 21 3 0 1 0 ' Percent Heavy Vehicles 0 0 0 1 1 1 Percent Grade (%) 0 0 Flared Approach N N ' Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 ' Configuration LTR LTR Delay, Queue Len th, and Level of Service Approach NB SB Westbound Eastbound ' Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LTR LTR LTR ' v (vph) 1 36 22 3 C (m) (vph) 1052 1321 727 263 v/c 0.00 0.03 0.03 0.01 ' 95% queue length 0.00 0.08 0.09 0.03 Control Delay 8.4 7.8 10.1 18.8 LOS A A B C ' Approach Delay -- -- 10.1 18.8 pproach LOS -- -- e C file://C:\WINDOWS\TEMP\u2kA080.TMP 9/27/01 ' Two-Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Intersection ericho Ave. N.E./N.E. 2nd Analyst Chris Valdez St. Agency/Co. TP&E Jurisdiction Renton ' Date Performed 9126101 Analysis Year Existing Analysis Time Period PM Peak hour Project ID ohnson Loken Property- 1 11 Renton ' East/West Street: N.E. 2nd St North/South Street: Jericho Ave. N.E. Intersection Orientation: North-South IStudy Period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ' Volume 5 205 2 13 404 13 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 6.95 0.95 Hourly Flow Rate, HFR 5 1 215 2 13 425 13 ' Percent Heavy Vehicles 1 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 ' Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 0 4 8 0 15 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 0 4 8 0 1 15 ' Percent Heavy Vehicles 0 0 0 1 1 1 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service ' Approach NB SIB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR (vph) 5 13 8 23 C (m) (vph) 1127 1365 491 495 v/c 0.00 0.01 0.02 0.05 95% queue length 0.01 0.03 0.05 0.15 Control Delay 8.2 7.7 12.5 12.6 LOS A A B B ' Approach Delay -- -- 12.5 12.6 pproach LOS -- -- B B file://C:\WINDOWS\TEMP\u2k30Fl.TMP 9/26/01 10 Two-Way Stop Control Page I of 2 ' TWO-WAY STOP CONTROL SUMMARY General Information Site Information — Intersection Jericho Ave. N.E./N.E. 2nd Analyst Chris Valdez St. Agency/Co. TP&E Jurisdiction Renton ' Date Performed 9126101 Analysis Year 2004 Withour project [Analysis Time Period PM Peak hour Project ID Johnson Loken Property- Renton ' East/West Street: N.E. 2nd St North/South Street: Jericho Ave. N.E. Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments ' Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 6 231 2 15 454 15 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 6 1 243 1 2 15 1 477 15 ' Percent Heavy Vehicles 1 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 ' Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 ' Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 4 0 4 9 0 17 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 4 1 0 4 9 0 1 17 ' Percent Heavy Vehicles 0 0 0 1 1 1 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Len th, and Level of Service ' Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 6 15 8 26 C (m) (vph) 1077 1333 438 448 v/c 0.01 0.01 0.02 0.06 95% queue length 0.02 0.03 0.06 0.18 Control Delay 8.4 7.7 13.4 13.5 LOS A A B B Approach Delay 13.4 13.5 Approach LOS -- -- B B file://C:AWINDOWS\TEMP\u2k30Fl.TMP 9/26/01 ' Fwo-Way Stop Control Page I of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information ' Intersection Jericho Ave. N.E./N.E. 2nd Analyst Chris Valdez St. enc /Co. TP&E Jurisdiction Renton Date Performed 9126101 Analysis Year 2004 With project Analysis Time Period PM Peak hour Project ID Johnson Loken Property- Renton ' East/West Street: N.E. 2nd St North/South Street: Jericho Ave. N.E. Intersection Orientation: North-South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments ' Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R ' Volume 6 233 4 17 455 15 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 6 1 245 4 17 478 1 15 ' Percent Heavy Vehicles 1 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 ' Lanes 0 1 0 0 1 0 Configuration LTR LTR U stream Signal 0 0 ' Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R ' Volume 5 0 5 9 0 17 Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 5 1 0 1 5 9 0 1 17 ' Percent Heavy Vehicles 0 0 0 1 1 1 Percent Grade (%) 0 0 Flared Approach N N ' Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Delay, Queue Length, and Level of Service ' Approach NB SIB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR v (vph) 6 17 10 26 C (m) (vph) 1076 1328 433 443 v/c 0.01 0.01 0.02 0.06 ' 95% queue length 0.02 0.04 0.07 0.19 Control Delay 8.4 7.7 13.5 13.6 LOS A A B B ' Approach Delay -- -- 13.5 13.6 pproach LOS -- -- B B file://C:AWIND0WS\TEMP\u2k8I61.TMP 9/27/01 �2, �ON : TRAFFICOUNT FAX NO. : 360 491 1079 Sep. 26 2001 10:48AM P3 TRAFFICOUNT, INC. 4820YELMHWY 13-195 IENTON, WASHINGTON LACEY, WASHINGTON 985U3 File Name :TPE26801P _nioi lO AVC PIE(14.1TI I AVC Cq 0;1.O11J. .00000001 E 4TH ST Start Date :09/25/200 OC#01P TPE01264M Page No :2 DRVWY NE 4TH ST JERICHO AVE NE NE 4 TH S'r From North From East _ _ From South From Wast StartTime Rlght.I II I Left App.Total Right Thru Left j-Ayp.Total I Right Thru II ipp.iota, Rlght Thru: loft Apo-Total Int.7otal _ —>� ak Hour From 04:00 PM to 05:45 PM-Peak 1 of I Intorsoction 04:15PM Volume 1 0 0 1 1 033 50 684 32 0 176 209 354 1210 11 1635 252E Percent 100.0 0.0 0.0 0.1 92.5 7.3 15.4 0.0 84.6 21.7 77.7 0.7 05:00Valume I 0 0 I 0 179 15 194 9 0 69 70 61 339 0 420 699 ' Peak Factor 0904 High Int. 05.00 PM 05:00 PM 05:00 PM 05:00 PM Volume 1 0 0 1 0 179 16 194 9 0 6o 78 a7 339 0 426 Peak factor 0.250 0.E61 0.661 0.960 ' DRVWY QiA 1 l{1 I 131 o_h—] ' Right lu Lelft North T ' M x m a —P n5✓01 4:15:00 PM z 5/01 5:00:00 PM 4+ CRIMARY_ 1 �le,ft Right a I _8j 404 � Ott but In Total 13 OM : INAFFICOUNI FAX NO. : 360 491 1079 Sep. 26 2001 10:40AM P2 TRAFFICOUNT, INC. 4820YELM HWY 8-195 kENTON, WASHINGTON LACEY, WASHINGTON 98503 File Name :TPE26801P ERICHO AVE NE(144TH AVE SE) 360-491-8116 Site Code :00000001 E 4TH ST Start Date :09/25/20( OC#01P TPE01264M Page No : i Groups Printer t-PRIMARY _ DRVVVY NE 4TH ST JERICHO AVE NE NE 4TH ST Krom North From East From South From Wart APP Ave. i Dew- Intlu. Ina Start Time Right Thti lrR Truck Ma. Right Thru I.eR TRrek RlCltt TNu fait rn" Rilot Ttnu 1cR Track Total _ Total Total Total Total Total Total Factor 1.0 2.0 1.0 I.0 1.0 1.6 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 _ 1.0 04:o0 Pm 0 1 0 a 1 0 145 8' 2 153 6 1 44 1 51 78 241 0 5 319 9 524 532 04:15 PM 0 0 0 0 0 1 159 1 2 166 9 0 33 0 42 96 296 1 5 383 7 591 598 04:30 PM 0 0 0 0 0 0 179 7 1 188 6 0 38 0 44 92 323 1 2 406 3 636 639 04:45 PM 0 0 0 0-- 0 0 _117 _21 0 138 8 0 36 0 44 99 312 9 2_ 420 2 602 604 Total 0 1 0 0 1 1 599 43 5 643 29 1 151 1 181 345 1172 11 14 IS28 20 2353 2373 ' 05:00 PM 1 0 0 0 1 0 179 15 0 194 9 0 69 0 78 87 339 0 0 426 0 899 699 05:15PM 0 0 0 0 0 0 131 e 0 137 5 0 03 1 88 92 288 0 2 370I 3 575 578 05:30 PM 0 0 0 0 0 0 160 7 1 167 2 0 48 0 5o too 314 1 2 421 3 638 64, 05:45PM 0 0 0 0 0 0 193 10 0 _173 11 0 43 1 54 79 307 0 1 386 -1 613 815 Total 1 0 0 0 1 0 633 38 1 671 27 0 223 2 250 354 1248 1 5 1603 8 2625 2533 ' GrandTotol I 1 0 0 2 0.1 1232 tit 8 1314 58 1 374 3 431 099 2420 12 19 31 29 4879 4906 A 50-0. 50.0 0.0 0.0 I 0.0 25 3 1.7 26-9 I ' 31 1.1 0.0 8 Total% 00 7.7 Be+ 14.3 49.6 0.2 642 0.8 99.4 DRVWY NE 41 JERICHO AVE NE NE 4TH ST From North From f ast _ From South From West Stirt Time RlOt Thm Lett ApP,Tpta1 Rlp)lt TRru LeR A T WI R1knt Thru Lek• ..w ... _ Rr.-• _ _AM.T06 Rlkht Thru Irft I..APP.Total Irn.Totel Peak Hour From 0400 PM to 05:45 PM-Pcak I of 1 ' Intenectlon 04:15 PM Volume 1 0 0 1 1 533 50 684 32 0 176 208 354 1270 11 1635 2528 Percent I00.0 0.0 0.0 0.1 92.5 7.3 15.4 0.0 94.6 21.7 77.7 0.7 05:00 Volume 1 0 0 1 0 179 16 194 9 0 69 78 87 339 0 425 690 Peak Factor 0.904 ' HI&Int. OSDO PM 05:00 PM 05:00 PM 05.00 PM Volume 1 0 0 1 0 179 15 194 9 0 89 78 87 339 0 426 Peak factor 0.250 0.881 0-667 0-960 Peak Hour From 04:00 PM to 05:45 PM-Peak 1 of 1 By Approach 04:00 PM 04:15 PM 05:00' PM 04:45 PM Volume 0 1 0 1 1 533 80 684 27 0 223 250 374 1253 10 1837 Percent 0.0 100.0 0.0 0.1 92.5 7.3 Los 0.0 99.2 22.8 78.5 0.6 High Int. o4:00 PM o5:00 PM 05:00 PM 05:00 PM Volume 0 1 0 1 0 179 15 114 9 0 89 78 81 339 0 426 Peak Factor 0.250 0.881 I a-Sol 0.961 I�} UPI - I NHFF I l-UUIA I F HX NU. = -Sbl:,J 4y1 10 ry Sep. 2b 2001 10:t)UH1'1 PI TRAFFICOUNT, INC. 4820 YELM HWY B-195 RENTON,WASHINGTON LACEY, WASHINGTON 98503 File Name :TPE26803P JERICHO AVE NE( 144TH AVE NE) 360-491-8116 Site Code :00000003 E 3RD ST Start Date :09/25/200 OC#03PTPE01264M Page No :2 JERICHO AVE IJE JERICHO AVE NE NE 3RD ST _, From North From East From South From West -- — -- _ Stan—me RI ht T_hru Lcft App.Total Rlght 7hru Left App.Totel P19M Thru Leh ApP.Total girt Thru left f App.Tdsl InL Total �ek Hour Porn 04.-00PMto05:45PM Peak 10t1 Intersection 04:45 PM Volume 7 430 0 437 0 0 0 0 0 216 1 217 0 0 3 3 65T Pcrcont 1.6 99.4 0.0 (1.0 0.0 0.0 0.0 29.5 0.5 0.0 0.0 100.0 05:00volumc 4 100 0 104 0 0 0 a 0 67 1 66 0 0 3 3 175 ' Peak Factor 0.939 High Int. 04:45 PM 3:45:00 PM 05:00 PM 05:00 PM Volume 2 123 0 125 0 0 0 0 0 67 1 a$ 0 0 3 3 Peak Factor 0.974 0-199 0-250 ' JERICHO AVE NE � 81 7 71�E4a7_0] ' Rlght Thru L@R 11i � 2 —� 125101 4:45:00 PM / � Z w m Z l25A)1 5:30:00 PM 2 g RIMARy r Loh�11` -Rlsit)01 OI t._ 2ta1 � ' 430 Out In Total 15 �OM : TRAFFICOUNT FAX NO. : 360 491 1079 Sep. 26 2001 10:49AM P6 ' TRAFFICOUNT, INC. 4820 YELM HWY B-195 INTON,WASHINGTON LACEY, WASHINGTON 98503 File Name :TPE26803P RICHO AVE NE(144TH AVE NE) 360-491-8116 Site Code :00000003 NE 3RD ST Start Date :09/25/200 OC#03PTPE01264M Page No : 1 Group:Printed-PRIMARY JLMUHL)AVE NE -=RIC1710 AVE RE Nt= From North _ _ From East From South From West StartTrmo Right Thru Left Truck ' Right Thtu Left Truck 'pp- Right Thtu Left Truck App. RI& Thm Left Truck -App. Eutu. -Inctu - IM TOW __ _, Total Total Total Tow Total Total Factor 1.0 Lo I.0 1-o 10 1.0 1.0 LO 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1. _. 04'00 PM o 79 0 0 79 0 0 0 0 0 0 46 0 0 46 0 0 1 0 1 0 126 129 04;15 PM 2 91 0 0 93 0 0 0 0 0 0 48 1 0 49 0 0 1 0 1 0 143 143 04'30 PM 3 8e 0 0 89 0 0 0 0 a 0 42 1 0 43 0 0 0 0 0 0 132 132 04:45 PM 2 123 0 0 125 0 0 0 0 0 0 43 0 0 43 0 0 0 0 __D a 168 Sea Total 7 379 0 0 388 1 D 0 0 0 0 0 179 2 0 181 0 0 2 0 2 D im 569 05:00 PM 4 100 0 0 104 0 0 0 0 0 0 67 1 0 68 0 0 3 0 3 0 175 175 05:15 PM 1 92 0 0 93 0 0 0 0 0 0 64 0 0 64 0 0 0 0 0 0 157 157 05:30 PM 0 115 0 0 115 0 0 0 0 0 0 42 0 0 42 0 0 0 0 0 0 157 157 05,45 PM 0 96 0 D 96 0 0 0 0 0 0 54 0 0 54 0 0 0 0 0 0 150 ISO Total 5 403 0 0 408 0 0 0 0 0 0 227 1 a 229 0 0 3 0 3 0 B39 639 Grarr4Tetnl 12 782 0 0 794 0 0 0 0 0 0 406 3 0 409 0 0 5 a 5 0 1208 1209 Apprch% t.5 98.5 0.0 0.0 0.0 0 0 0.0 99.3 0.7 0.0 0.0 1000. Towl% 1.0 64.7 0.0 65.7 0.0 0.0 0.0 0.0 0,0 33.6 0.2 33.9 0.0 0.0 0.4 0.4 0.0 100.0 .IERICHO AVE NE JERICHO AVE NE NE 3RD ST From North -__.__ From East From South ____ From West StemTlme Right The, _.-._Left App.Total Right Ulu Left .Total Right Thru Left App.Total Rlpht l Intu I Lett I ApD.TotaIT_ IS Total Pcok Hour From 04;00 PM to 05;45 PM-Peak 1 of 1 IntenecUOn 04'45 PM ' Volume 7 430 0 437 0 0 0 0 0 216 1 217 0 0 3 3 657 Percent 1.6 98A 0.0 0.0 0.0 0.0 0.0 99-5 0.5 0.0 0.0 1000 05:00volume 4 Ion 0 104 0 0 0 a 0 67 1 68 0 0 3 3 175 Peak Factor 0.939 High Int. 04:45 PM 3:45:00 PM 051o0 PM 05:00 PM ' Volume 2 123 0 125 0 0 0 a 0 67 1 68 0 0 3 3 Peak Factor 0.874 0.798 0.250 Peak New From 04:00 PM to 05:45 PM-Peek 1 of 1 By ApDroach 04A S PM 04;00 PM 05:00 PM 04'15 PM Volume 7 430 0 437 0 0 0 0 0 227 1 228 0 0 4 4 Pvrcont 1.9 99.4 0.0 0.0 98.8 0.4 0.0 0.0 100-0 High Int 04-46 PM MOO PM 05:00 PM Volume 2 123 0 125 - - - 0 61 1 68 0 0 3 3 Peak Factor 0.874 0.838 0.333 1 V �nhd r TnOr-r i rnI It IT r-ow 1 In t -7rn And A rl-ln r 'lr "lnnd 4 n r nnnhn nr 4820 YELM HWY B-195 LENTON, WASHINGTON LACEY, WASHINGTON 98503 File Name :TPE26802P JERICHO AVE NE(144TH AVE SE) 360-491-8116 Site Code :00000002 E 2ND ST Start Date :09/25/20C OC#02P TPE01264M Page No :2 JERICHO AVE NE NE 2ND ST JERICHO AVE NE NE 2NO SST _From North From East From South From West StanTlme Rlprt Ttua Left .Total Rt t Thru I tent I _A.mj�qij Right 1. _Thru teft App.Total R;j" Thru _Left ADp•Taal InOotal �eek How FroM 04:00 PM to 05:45 PM-Peak 1 of 1 Intersection 04:45 PM Voluma 13 404 13 430 4 0 4 9 2 205 5 212 15 0 9 23 673 Percent 3.0 94.0 3.0 SO.0 0.9 M9 9.9 9911 219 65.2 9.0 34.9 05:00Volume 3 96 1 100 2 0 0 2 0 62 1 63 4 0 4 8 173 ' Peak Fatter 0,973 High Int. 04:45 PM 04:45 PM 05:15 PM 06 00 PM Volume 2 118 3 123 1 0 1 2 1 82 2 85 4 0 4 8 Peak Factor 0.874 1.000 0.815 0.719 ' JERICHO AVE Nr: �S2u1, n T_ 9t47 ' _ --- t3 Right Tr Left T ? �, North 7 m o, 2_ n ,, N � 25101 4:45:00 PM I 70 w Y 2,W1 5:30:oo PM (J Z t3IMARY r� �J 71,t 6r - ' 4231 a3s out In TOW IFRIrH 17 �OM : TRAFFICOUNT FAX NO. : 360 491 1079 Sep. 26 2001 10:49AM P4 ' TRAFFICOUNT1 INC. 4820 YELM HWY B-195 RENTON, WA8HINGTON I-ACrY, WASHINGTON 98503 hICNaint: .TPF-28802P JERICHO AVE NE(144TH AVE SE) 360-491-8116 Site Code :00000002 E 2ND ST Start Date :09/25/200 LOC#02P TPE01264M Page No : 1 Grou s Printed-PRIMARY JERICHO AVE NE NE 2ND ST JERICHO AVE NE NE 2NP ST _. From North From East From South From West StartTme Right Thru lcR Truck ToAta' Right ; I.o1.0F Left Truck 7�PI RI�Thru tuft Track ADP- Right Thru Ltit Truck ADP. tJtclp. Inc1u. i In. TOW Total Total Total; Total FaMar 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 4 72 3 1 79 3 0 1 0 4 1 40 1 1 42 4 0 3 0 7 2 132 134 04;15 PM 4 81 6 0 91 1 0 0 0 1 1 45 0 0 47 6 1 2 0 9 0 148 148 0430 PM 1 83 2 0 86 3 1 1 1 5 0 37 2 0 39 3 0 3 0 6 1 136 137 04:45 PM 2 118 3 0 123 1 0 1 0 2 1 _ 41 0 0 42 5 0 1 0 _6 o_ _173 173 ' Total 11 954 14 I 379 8 1 3 1 12 3 164 3 1 170 19 1 9 0 28 3 589 592 05:00 PM 3 06 1 0 100 2 0 0 0 2 0 62 1 0 63 4 0 4 0 8 I 0 173 173 05:15 PM 1 88 3 0 92 0 0 2 0 2 I 62 2 1 66 5 0 2 0 7 1 166 167 05-30 PM 7 102 6 1 115 1 0 1 0 2 0 40 2 0 42 1 0 1 0 2 1 161 162 05:45 PM 2 92 2 0 96 0 1 0 0 1 0 52 3 1 55 4 0 2 _ 0 6 1 158 159 Total 13 378 12 1 403 3 1 3 0 7 1 219 8 2 225 14 0 9 0 49 3 658 661 Grand Total 24 732 20 2 782I 11 2 6 1 19 10 9924 380 11 3 396I 32 1 ]8 0 51 6 1247 Mai ' Apprch 11 3.1 93.1 3_ 57.9 10.5 31.6 . . 2.8 82.7 2.0 36.3 Total% 1.9 58.7 2.1 62.7 0.9 0.2 0.5 1.5 0.3 30.5 0.0 21.7 2.6 0.1 1.4 4.1 O.5 99.5 JERICHO AVE NE .NE 2ND ST JERICIIO AVE NIE NF.2ND ST _.. From North_ From East From South From West_ Start Tlme Right ThM Left A P.Total Right Thru Left A Total Ri t -- ''- ak Hour From 04:00 PM to 05:45 PM•Peak 1 of 1 � - Thru T� Leh I App.Total Aigl,t Thru� Left A Total InL T tal Intemectlop 04:45PM Volume 13 404 13 430 4 0 4 8 2 205 6 212 IS 0 8 23 673 Percem 3.0 94.0 3.0 60.0 0.0 50.0 0.9 96.7 2.4 65.2 0.0 34.8 ' 05:00volume 3 96 1 lot) 2 0 0 2 0 62 1 63 4 0 4 8 1T3 Pcak Factor High Int. 04:45 PM 04;45 PM 05:15 PM 05-Do p,t 0.973 Volume 2 118 3 123 1 0 1 2 1 62 2 65 4 0 4 8 Pcak Factor 0.974 1.000 0.815 0.719 �Ak Hour From 04;00 PM to 05:45 PM-Peak 1 of 1 By Approach 04:45 PM 04:00 PM 03:00 PM 04:15 PM Volume 13 404 13 430 a 1 3 12 1 216 8 226 18 I to 29 ' Percent 3.0 94.0 3.0 66.7 8.3 25.0 0.4 96.0 3.6 62.1 3.4 345 High iftL 04;45 PM 04:30 PM 05:15 PM 04:15 PM Volume 2 Its 3 123 3 1 1 5 1 62 2 65 6 1 2 g Peak Factor 0.874 0.fl00 0.865 agog t 1 1 1200 KEY. Below curve, t storage not --— 1100 needed for capacity. ' Above curve, further analysis - 1000 recommended. 900 ' - 800 ?7Y m 0 700I 'f86 L i e 3 7 / ' 600 1yY ti ' _ N t,21 AO MP 500 50 MPH l21 � ' 400 60 MPH(2l 300 25 20 15 10 5 0 % Total DHV Turning Left(single turning movement) ' (1) DHV is total volume from both directions. (2) Speeds are posted speeds. ' I Left-Turn Storage Guidelines (Two-Lane, Unsignalized Figure 910- a ' Intersections At Grade Design Manual Page 91048 English Version May 2001 ` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1