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LUBA2009-078, 079. 081, 091 & 092 - Plaid Pantries (Volume 5 of 5)
TABLE OF CONTENTS OF RECORD LUBA RECORD NO. 2009-078 and 2009-079 Plaid Pantries, Inc. v. City of Tigard LUBA RECORD NO. 2009-081 Pacific Crossroads Properties,Inc.v. City of Tigard LUBA RECORD NO. 2009-091 and 2009-092 Walter S.Aman Credit Shelter Trust, et al v. City of Tigard (Consolidated) City of Tigard File Name: Tigard Retail Center City of Tigard File No.: PDR2008-00001 VOLUME V Appendix N: Year 2008 Total Conditions Level-of-Service Worksheets 1752 Appendix 0: Signal Warrant Analysis Worksheets 1804 Appendix P: 2008 Total Traffic/Queuing Analysis Worksheets 1806 Appendix Q: Truck Turning Movement Diagrams 2097 Appendix R: Year 2013 Background Conditions Level-of-Service lorksheets 2099 Appendix S: Year 2013 Total Conditions Level-of-Service Worksheets 2145 Exhibit 22:Transmittal Sheet from CedomirJesic with WRG Design,Inc.to Matt°yen with PacTrust dated March 12,2007 2194 Attachment A: Letter with Attachments from FEMA to City of Tigard Mayor Jerry Edwards dated April 10,2007 2195 Attachment B: Letter with Attachments from FEMA to City of Tigard Mayor Jerry Edwards dated March 1,2007 2200 Attachment C: Letter with Attachments from Cedomir Jesic with WRG Design,Inc.to William R.Blanton with FEMA dated March 12,2007 2208 Attachment D: Base Flood Determination Prepared by WRG Design,Inc.for PacTrust dated January 29,2007 2213 October 2,2008 Map and Mailing list of Property Owners within 500'of the Proposed Tigard Retail Center 2248 September 26,2008 Letter with Attachments from Associate Planner Gary Pagenstecher to Eric Sporre with PacTrust Regarding Application Completeness 2256 September 11,2008 Request for Permit Action with Attachments from City of Tigard Permit Technician Kristie Peerman to City of Tigard Building Division Services Coordinator Dianna Howse concerning a refund for Tigard Retail Center Permit No.PDR2008-00002 2260 August 29,2008 Letter of Transmittal from Bryan Dickerson with PacLand to Gary Pagenstecher with Tigard 2265 August 19,1999 Site Work Permit Issued by the City of Tigard to Viking Development,LLC for 12265 SW 72nd Avenue(2S101BA-00401) 2267 The following oversized documents are NOT included with this record but will be made available at the hearing. A copy can be obtained by contacting Patricia Lunsford,City of Tigard,503-718-2438,13125 SW Hall Boulevard,Tigard Oregon 97223. A. Oversized Drawings Sheets "Concept Plan" CVR-1,EX-1.0,PC-1.0,PC-1.1,PC-1.2,PC-2.0,PC-3.0,PC-4.0,L-1,L-2,B-1, B-2,B-3,B-4,B-5,B-6,CS-1,(Reduced Plans on pgs. 705-721 of record) B. Oversized Drawings Sheets 'Detailed Plan" CVR-1,EX-1.0,PC-1.0,PC-1.1,PC-1.2,PC-2.0,PC-3.0,PC-4.0,L-1,L-2,B-1, B-2,B-3,B-4,B-5,B-6,CS-1,(Reduced Plans on pgs. 722-738 of record) C. Oversized Drawings Sheets "Architectural Drawings" Target Elevations,Target Perspective Rendering,Target Floor Plan, (Reduced Plans on pgs. 739-752 of record) D. Oversized Drawings Sheets "Signage" Target Sinage Plans(1-7),Monument Signage Plans(1-2),Shops Elevations,Shops Floor Plan(Reduced Plans on pgs. 744-752 of record) it s, One CD containing audio recordings of the 12/1/08,2/2/09&5/18/09 Planning Commission Public Hearings • { Appendix N Year 2008 Total Conditions Level-of- Service Worksheets 1752 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 1: Highway 99W & Hall Blvd 6/4/2007 , , . ,. , . . . _- ,- , r, . .-,111.■ Lane Configurations ''7 It +ft) II +41) vs et, r 'Pi et, r Lagg' ',RMEMMEMIlani ,111,00Mig0-211946',OP 6:_kagnigariMkTgld, Total Lost time (s) r 3.0 3.02, : 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 MNfirgAgaIIIIIIIIIIIMMIEWV 100' *o.807:30:Afgelf-tOriagrifigo-ArrM9] Frpb, ped/bikes 1.00 1.00 ) ; 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 V.10,...ped/bileFleiNt4rr.;Ai .:AT,',-:=,-i.:;p0._ .jpart:-:?:'''-‘,---MINECip.: -:-H-Wgqgtfitffr-4:j21: MO, Frt 1.00 - 1.00 s 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protect eq*WFIIIIIIIMINir-6.95 ' 1.00:"' ' ' 0.95111/4110Orr1.00 ' 0.95 1.PANtg, Satd. Flow (prot) 1736.7f-4815 .i, 1703 4228 1736 1827 1553 1805 1900 1615 Fit Permitted., 0.MJMIMllr.f=ifl .;;,„,1:oqiji:::.., ._,4, 0.9a,oioorl.00, 0.95•'.,.,.i1-.9,0M0 Satd. Flow (perm) 1736 4815 , 1703 4228 1736 1827 1553 1805 1900 1615 Volume (vph) . ; ,.,.._ 112 ..- 1644AL15 ,,...183 . 847 35: .-. 98,"..1: 305 ,. 19AVA4J,X4,71." Peak-hour factor, .PHF 0.97 6.67 0.97 0.9/ 0 97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 8di,',Fipk,iy.p.a11111111110-187 16211111111111189 868 90 .?.''' 36 191::314 24,_ 1411 ,41 RTOR Reduction (vph)T. 0 1 O.' 0 8 0 0 0 192 0 0 64 LaneGrdiv FlO (+45. 89 950 0 36 101 _122 20:.8! 144iiagg Confi. Peds. (#/hr) 8' 4 1 Mr V9V6hicles (%) - - 4% 4% • 6% 4% 4% : 4% 0% 0% -7 Turn Type Prot Prot Prot Over Prot Over PligffeigalgitgWi; .:5 2;-MAI/E1 6- :i:-MOITL'. ..:- -1 . 7,. ',:A.4MV-:.' Permitted Phases Alltigq:0176:6701i)771176;41:40:ZMINIE7-16:67-' 62.8M-51, ifir%„-WC:i-z.ff..8 16.5 1681--"---2Tj.: 71.7i■ Effective Green, g (s) 12.6 59.9 17.5 64.8 6.1 12.8 17.5 17.8 24.5 12.6 Actuated g/C Ratio ' .,.:..„,.0.10E4ATE: 0.15 : 19_ 4'1_ ;igaigropTg.;,,::0.1,1_-. 0.1.5 0.15 0.207;_gidad Clearance Time (s) 4.0 5.0 4.0 6.6 4.0 4.0 4.0 4.0 4.0 4.0 vehir.IF.; Fxtension (s)-"--".273-7':'4:8771:-''': ' 2.3 .-4.87:'-- -'-'"7:7n- ' 2.3 '-- 2.3 2.3 2 3•7-T2.3 Lane Grp Cap (vph) 182 2403 248 2283 88 195 226 268 388 170 Kiis Ratio Prot . 0 07 . CO 36 c0 11 0 22, ''.-- - '0 02- c0 06 ---. 0 08 GO 11 000 v/s Ratio Perm jc711-MNIWYMEE4:517'14:'C. i0,,tiv.c44:...,' 4,1437.41.114Aszig to'.41',-,i C)".527'.';'0.54; ' 0.76'' -0.374120 1 Uniform Delay, dl 51.5 23.3 49.2 16.4 55.2 50.7 47.5 49.0 41.1 48.3 PiogrOssionFactoker .?:';r1foyz:2m:4: -:>.71..opz;-:. 1.0910J.00e.... /._ Incremental Delay, d2 5.7 1.8 11.1 0.5 1.8 1.4 1.6 10.8 0.4 0.1 5wity.57.:641-52.1. . 49.2 59.8 41.6.:r-.:01.4 Level of Service E C E A E D D E D D I Al-rpida0LbaggggV.,..,;-;,44opwatAt terr--z.z .c.-::m;_ Fw.mmlz.,- 50 4.1"="P-_ 51.6:16111 Approach LOS C B D D ., . ., ',.,ilimifir il •-___ ,i_.,. HCM Average Control Delay 30.1 HCM Level of Service C HaFAN'ariFrTelSnTbkitifici-'.' :. _7-bIO'VIEIIIIIIIIMIIIIIIlall1.IIIIIIIMIMla Actuated Cycle Length (s) 120.0 Sum of lost time (s 1 . ifigikTgr-F-91Argc it y Utilization . ., 72.0% '•. ICUTeVel ot§,qiite.G. .,,;., '.:, •,,.,- -i,.-i.,;: :,,, ' : ' -- .,'; 1 Analysis Period (min) 15 aiAlliti7601._:arie Group - • ---,,,AagagrAVANA14,9111IM 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 1 1753 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 2: Highway 99W & 217 SB off/on-ramps 6/4/2007 Lane Configurations 1,14 r ) ++ ) r ,. .:i-W...y..�Rt Pl) x_1900 '1 Jnri, 9AQ0 I„ 9D0 , 1 .96�, w1.90 � 'I_ Total Lost time (s) 3,0 , 3.0 3.0 3.0 ��~ 3.0 3.0 3.0 eUti..15 ` . . il' . M. '95 sfD Frpb, ped/bikes ' :; 1.0! 1.00 1.00 1.00 1.00 1.00 0.97 Flpb pd]bi"e a4;.. a 00 " 4C� p Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.85 Flt Protecfect w : V0 011W014,21 0.95' ,•00 VIVI4LWIPagiggqi16 d .11111111111 Satd. Flow (prot) 3471 1553 1703 3406 1649 1649 1512 Flt Permitted 1 0 M ; (IOF 0.96A1..00 1 ' :W - .9$Q YO Satd. Flow (perm) 3471 1553 1703 3406 1649 1649 1512 VOlume vph) 0 1861 X33 ;35 1 009 . ag" .9 n237 9 a : , Peak-hour factor, PHF 0.94 0.94 y 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow v h 0_' 1980`'"6JNR3:41073,.�e wM -252 ^ ` RTOR Reduction (vph) 0 0 70 0 0 0 0 0 99 0 0 Lane droup Tow.(vOT7: 07:7080 2 3 ,,` ' a ,. � e r. -.5 @ Confl. Peds. (#/hr) 1 12 avy Vehl&es (%) . 4.0/01 .s!4% . 4°/(;44Y,:::60/6=6:STWWW4M1M414r4GCATO=VO.RaNat Turn Type Perm Prot Perm Perm pri tec et c vPhases 2 - 1 6 - 4 Permitted Phases 2 4 4 ral .a er1, G (s): Ni,-__ 82 9..: 82.9 5.3 92.2 V88 : 18.8; , Effective Green, g (s) 84.9 84.9 0.3 94 2 19.8 19.8 19.8 ctuatedg/C,RatiOr "w 0.71 0.71 0.05 0.79 0.17 ' 0:17 0.17,: Clearance Time (s) 5.0 5.0 4.0 5.0 4.0 4.0 4.0 Vehicle Extension (s) ti: . 4.8 4.8 . 2,5 4.8 2.3 2.3 2 3 ro....,,,� . _ _,, Lane Grp Cap (vph) 2456 1099 89 2674 272 272 249 v/s Ratio Prot c0.57' 0.02 ' c0.32 . ..-.. •v/s Ratio Perm 0.19 c0.13 0.13 0.10 vlc..Ratio 0.81 0.26 0.42 0.40 L u '0.77 1 _S1.61 e ,,,,, �. . ,. Uniform Delay, dl 11.9 6.3 55.1 4.0 47.9 47.9 46.5 Progression...Factor ':0,.61 0.10 1.23 0.88 ;f,. it i0Q '-;0-t`0 l "; `` Incremental Delay, d2 2.2 0.4 2.1 0.4 12.0 11.5 3.51 . .-- 59.4 - 50 1 as ra } �,~a1y.(s}�'' �:: '- 9.4 _ 1.1 69.8 4.0- 60.0 _a",< :�..�.,. Level of Service A A E A E E D•Approach.Delay (s) 8.1 6.2 . 56.1 0 0 >a °,.. Approach LOS A A E A HCM Average Control Delay 15.4 HCM Level of SeNlce B HCM Volume to Capacbi;fatio -'� 0:78 '* Actuated Cycle Length (s) 120.0 Sum of lost time(s) 9.0 Intersection Capacity Utilization 80,1% ,,,,,:,t ICU Levelof- eNIce- Analysis Period (min) 15 c Critical Lane Group '° '''.;-: ;1. ' , . as: 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 2 1754 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 3: Highway 99W & 217 NB off-ramp 6/4/2007 -► • '\ p Lane Configurations ft r r ; -1 ;: Grade (%) 0% 0% 1% 0 C s `" a .s 3F `. 3 0:' 3.0 Lane Util. Factor 0.95 1.00 0.91 1.00 0.1.00„r, .;'.,- -, MNarT:. : r00 0.85 1.00 1.0lw vx# Flt Protected 1.00 1.00 1.00 0.95 3 1.00.}x, : . . S e Flw(prot) 3505 1568 . 4940,j/41g,; -, s it Flt Permitted 1.00 1.00 1.00 0.95 t- 1.001e,; anraWA. igraf R,3505;_,.15684. , 4'94'[i,,W - Volume (vph) 1849 403 0 1362 188 75 r-PHF 0 94 r 01q4; 0.94` 0 9? D19:_ _ Adj. Flow (vph) 1967 429 0 1449 200 80 r iariiv ' 0 - 27 ..= 0 _ y . , , y ? iiir ' a w Lane Group Flow (vph) 1967 402 0 1449 200 11 ;i 5 rr i o `lria 4;1,:; - t.a_. o 5%.11W-6045W6:: t- . r n iik.7i Turn Type Perm p Perm ;,y; . ;�;: r lv lir as s:- & "` ig 3� ay Permitted Phases 2. ,i 4? ,f r . .y,. .. : , • .nnn{s . 9,5.0 9 5.0 ,,r7 `' Effective Green, g (s) 97.0 97 0 97].0 17.0 17.0 «tea ei�"g/C-Ratio --0 8"T�: 0.81; 0. �f � i. Clearance Time (s) 5.0 5.0 5.0 4.0 4.0. Velltel ?=Extension( �_'3 :. 4.8 .._ 4 8 -2 '� ' i`417-0 4 _. ` Lane Grp Cap (vph) 2833 1267 3993 240 215 =MOT _ c0 56 - 072-0 Cu ~ .f i4 _ -t- , v/s Ratio Perm 0.26 0.01 l 0 69 ..0_32..._...._ -_ 0, 64,,„0 ;,. 1,..83 3 . 0:0 r � Uniform Delay, dl 5.0 3.0 3.1 50.1 4.4.5 ' cogression Factor '0 7• v 1( E s 'ke 1.55. 1 001.00,}, .` x R ` ".€ Incremental Delay, d2 0.9 0.4 0.2 20.7 0.1 _ Ca 1 a1-- :1-. ;, 4 7 •,_5.1 . 70.9. ._446,4 as 6 .;W; �: . " Level of Service A A A E D FfigiMPAPsWgiTAW. 4.5 - � "- :� 5.1 63.4: £1 = •4' t _ �L " , 2 Approach LOS A A E HCM Average Control Delay 8.7 HCM Level of Service A 521 y y..� '4.17! R'4f tK �; yL' , ur l'- .R� hH: N +ar � i!s Qx� [t _ oigkiw..e.trir uT:- '_fix a -;7 �^rCre ' ._ . . . : .�" Actuated Cycle Length (s) 120.0 Sum of lost time (s) 6.0 er.v^aeS^+��r -uv x�r. z�.-,x �+'.*i,-'Q.?��v�.. 1 +ate �^.a •�-r T•^".. _ Y a !, ;np!sectttS�Capacityf,Ll��zor� y°� 6S 2°or , . "� y _ � . w _ a .ICU ve o Se ice Analysis Period (min) 15 c °01141.a'Lane Grou s . = t' 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 3 1755 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 4: Highway 99W & SW Dartmouth St 6/4/2007 ....-4 --ip. c 4-- I* i* \r' 4/ Lane Configurations li 14 It 1 'HT, . ill T ) T 1d Y ow(vphpl)- 1900 7 1900 1 90 ii 130 004 9-IQf_ar` w 0; ;; .0 Grade (%) 0% 0% 2% -2% sue_ �.aY x t t Tota 'Lost time (s) r. '3.0 3 ,, g- _ '3:• � � .l^,. - ,� Lane Util. Factor 1.00 0.95 1.00 1.00 0.91 0.97 1.00 1.00 1.00 Frpb ped/bikes : 1 00 11711_ tQ' _0 s00 _.4 .mot, Ds, '. Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 F" " °' Pe •�,0 0.85Y -'e a �, 1 00'` ` 0.94 .fttlgi1,94.:,',"iiii2atiWkt Flt Protected 0.95 1.00 1.00.. 0.95 1.00 0.95 1.00 0.95 1.00 ` n.t _ ::F_ ' ,°. g4A 14 6<f b 89 ,q 1... 1559,: ° g 816 . A Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 73 Flow:(perm) 1736- 347115147O 3 W$9 e` ,a� :1787 "x;18167#, Volume (vph) 9 1659 202 9 1239 3 74 22 13 158 133 40 P'c To a M PE}M 0 9 0 g -k t 93 9 3 Il 0 9 0 93, 0 J Adj. Flow (vph) 10 1784 217 10 1332 3 80 24 14 170 143 43 a _:7 f : ,ktk tr tl . ;�:4. y t #r W_ f Cra: O.,FI5e a "t atV T T TWQ Lane Group Flow (vph) 10 1784 156 10 1335 0 80 25 0 170 177 0 C . `r m F("�'4 i ,. -a�• • AaA l � - IV YiY.3�ibjra Lti onfl Peds #/hr1i., �,1 '� : ..2- & rt t j y- �k� `�-s',t,a !`0-41 rx , y��y trW.�w,,.-...,E,-...... ..�..hr»../.a�luW:d��.??jt•.pr..#..,H.:s eYrfi7)> ii �`...:r-S..,.-a-�'^� -E;: w!&J�°.i�Ytj'�'� 'Zl .' �'1 R�q» -..1e:I:Ja5'� '� Heavy Vehicles (%) 4% 4% 4% 6% 6% 6% 14% 14% 14% 2% 2% 2% l--� �, .t- $ht 'i 6, tip#,�. '.Y r k6 Turn Tip z � :.,, rordsk P !.� ` `r'� - , i,:4P6' pr .t -01 Protected Phases 5 2 8 1 6 8 8 7 7 Wrtt - t'r fa' yp..,y� iii:;=' t ,. i ,y- .is ti.c-1y" a 'ri.3 a3� ., R e 1 fitted Phases 3'. ..�rca �r`°31?',;��>, u�.- L r�. .xax-'ac -yti�.:t X�wY.,.`'0'. �1'€S *a?F ,it';iR. 4 :'�;. Actuated Green, G (s) 1.4 75.0 82.8 3.1 76.7 7.8 7.8 16.1 16.1 ple.Green, g (s) 2.4 • 77.0•• 86.3_ ' M , Foika 17.6'- .1 Actuated g/C Ratio 0 02 0.64 0.72 0.03 0.66 0.08 0.08 0.15 0.15 .ae,M•.e (s) . 4.0 5:0. 141'3' *Mi51C1 - :.�> 4.5 _ 4.5::-.WW.,.: l .s+Faa�r.4�ar�.:,a�y:.ta-r�:+w•nta� ..r..sy.^>"N. .eui '.�"M-++�a5k:. «:., ar Vehicle Extension (s) 2.3 4.8 2.3 2.3 4.8 2.3 2.3 2.3 2.3 Lane Grp;Cap (vph) 35 . 2227. . 1089. ' 58 32081` ,XI 236 '. .121 . 262 266 v/s Ratio Prot 0.01 c0.51 0.01 0.01 c0.27 c0.03 0.02 0.10 c0.10 ��- Vafro°7g re 171 . li 1C.l-. `s j. a A s ite',u._ . ,-t}: v/c Ratio 0.29 0.80 0.14 0.17 0.42 0.34 0.21 0.65 0,67 �nrform p elay, d1• ;., 58.0 15.9 5.3456.3 404 52;4 x,51 9 „ ,,i 648.3 48.4 ,r: Progression Factor 1.04 1.44 1.32 0.75 0.67 1.00 1.00 1.00 1.00 57613-en al Delay d2." 1.9'. 2.3 0.0 0.8 0 '"4015 0.5 '4.5 1 5.3', ' Delay (s) 62.4 25.1 7.0 42.8 6.9 52.9 52.4 52.8 53.7 Approach Delay (s) 23.3 7.2 52.8 53.3 M7ac ;LOS C.1 A D , .7. D „haw HCM Average Control Delay:': -'' 21,34• -N-'HCM"Levu of 8•6Mce"` ' -.f4 C;..t .>`a1 HCM Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 120.0- , ,,"-Sum of Jost time (s) 9.0 Intersection Capacity Utilization 70.3% ICU Level of Service C•Analysis Period(min) 15 ' c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 4 1756 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 5: Highway 99W & Theater 6/4/2007 t ....if f .*- k. 4\ t P \* 7 •! Lane Configurations no ft+ '11) r I ' 196ik:Y lbo F 1g: 96- -;9,,.: tagg W D ' _ 41gD "1t9 O. Grade (%) 1% -1% 2% 0% $ l Ergli7 5` tg , M S MI f D (l gt 4": Lane Util: Factor 0.95 0.91 0.97 .._ 1.00 1.00 RPM"41.e Y l TI .OtTC . .;'A I : 8 T�k 7 -1 IL03 y a Flpb, ped/bikes 1.00 1.00 1 1.00 1.00 1.00 a _ e d _VEL ti a&w Flt Protected 1.00 1.00. 0.95 1.00 1.00 -,s. a.';° l �., - - '44 11111K03990 s "15Cr� .t ,:1$3.° :'•`. Flt Permitted 1.00 1.00 _ e 0.95 1.00 1.00 MP ; , 3513 AMANg;= s ''.1,�':-- ': 3399 ` -"x1567'. . .: 1831-' '. Volume (vph) 0 1753 24 0 1328 0 16 0 14 0 7 1 0 94 0 94 0.94 0:_ t� 0 94 ., 0.9.4 0.94 0,94 0.94 0.94 P_e�Il` Cls'3� ti�i°aF �R... - � i t�,�....�.., Adj. Flow(vph) 0 1865 26 0 .1413" 0 17 0 15 0 7 1 10 1 lgC o r V o h1, 4T�.1;..o''' a?,r ;,.;... O. Q tAN . 1 0 Lane Group Flow (vph) 0 1891 0 O1413 . 0 17. 0 0 0. . -. 7 0 r F2 Turn Type Prot NA r eele 46471. _ 7:-2 ::• '" *- ,, Permitted Phases t -Green;`G-(s) - 103.2 103.2" Q' ak ; :4:74..� Effective Green, g (s) 105.2 105.2 , 3.5_ 0.0 2.3 .!7. jC Ratio 0.88 .. 0.88 _ bi x rt (E:Ari :' Clearance Time (s) 5.0 5.0 i :1' ;4.0 4.0 VT r Extension''`(s) 4 ; S; 4.8 AF7': 4.8.7- -4=17-7;4-. .17<,. y, 77-2:-.S-!7'. u Lane Grp Cap (vph) 3080 4481 99 0 35 RM: TQ'Prot , c0,54..,.: .. .. _.... 0.28:: . c0.01 :......._,._... �.. ._ c0.00 . :a v/s Ratio Perm 'I a)@ µF ," ;'*:-,° RP23' .. � 7 00 0:20 Uniform Delay, dl 2.0 1.3 56.8 60.0 57.9 ,FelPT -SS(' 6 0:_ y 'rc i 473 I . '47' a:. 1:00 ::..:._,,1,-,c9.:1:: Incremental Delay, d2 0.6 0.2 0.5 0.0 1.6 ri*y� 5;a."'�- �„ i .. 2�-'.Z'' ""r°3Y;-. "Pa"NAM Level of Service A A E E E ' ea FA ... "I '. d mlill'gc`,.4C; ._ S4 '_a.1 58.fi ...;W .w. . .s 996. }'k: Approach LOS A A E E HCM Average Control Delay 2.0 .HCM Level of Service A 1. 1.13 :i:•aapac r' o,k'"y r e 0 . Actuated Cycle Length (s) 120.0 Sum of lost time (s) ; :0.,- jn e secfio TCa a1'i n; ' 62.V0W, .- ICU Level of Service Analysis Period (min) 15 c Critical Lane Group - ` '''- 4 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 5 1757 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 6: Highway 99W & SW 72nd Ave 6/4/2007 ..-4 t r L% 4/ j 4/ t/ Lane Configurations 11 liv r v + r ' 1 li rrg • Tdeal FI'ow (vphpl); 1900 1900 1900• 1900 1900` 1900 9e a �::s06 ° .-p '9t)T . ` ff00 Grade (%) 2% 1% 0% -2% r _��`�_sL�ime� s 3.0 3.0 3.0 3.0 • 3.0 3.0 -�: 3*� :�..�.� ;� -3.0 ^x Lane Util. Factofr1) 1.00 0.97 1.00 1 00 1 00 1.60 1.00 1.00 X1.00 0.76 ,c„ 'i:Fortlt r�1�, . 1 00:-,::'is :: 0.98 1.00 _ 1.00 0.9g- , - •, 00 1'0 . ,,.,' - Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fi t r �; 7. 1.0 0.85 1 Q I 1:00 0.85. 8 _ 09J100 0.85 : _ Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Said.,Flow(prot). 17184 338 5. k+.,', 1767 1482. a . f 4 73• . ,ri gg1- 3576 Flt Permitted 0.95 0.95 1.00 0.41 1.00 1.00 0.74 1.00 0.95 1.00 Satd. Flow(perm) 1718 $3 MSWZ'17_ :i s17fi7 ' 1482, 3 �-. 1-753 3576 Volume (vph) 24 1660 97 40 27 115 31 92 32 112 1259 13 Peak hourfactor, PHF 0.95 'J5 t'9,5 0.:95 0.95 0.95 s9 •" ";0 91-' 0.95 Adj. Flow (vph) 25 1747' 102 �42 28 121 33 97 34 118 1325 14 €tTOR hetlubfr.6 (vp.. ., =T..y 3,�� of.d- - 8z e' r �°.0 "14 .' Lane Group Flow (vph) 25 1747 71 42 28 14 33 119 0 118 1338 0 ConflP_eds. (#(.!:0 1 :1-:;:.' ,;. 7xJ - 'u <. f*:::7---"MMME12 Heavy Vehicles (%) 4% 4% 4% 7% 7% 7% 3% 3% 3% 4% 4% 4% Turn TjP:���G} ���it.S€ST.:F,r. §� •.�,ri s -- r t* �..�t� ; 1 Protected Phases 5 2 8 4 1 6 ' 5rc. :- - ,:.3 -:i, .3. ar`. 0 a F" 'i�Yr ---- 1T*fff�a- v' °t- c t Actuated Green, G (s) 9.3 81.9 81.9 12.5 12.5 12.5 12.5 12.5 12.6 84.7 Effective Green g (§):. 8319 83:94A3.5� 13.5 13.5_, a° � Efi3.6 862„��: Actuated g/C Ratio 0.09 0.70 0.70 0.11 0.11 0.11 0.11 0.11 0.11 0.72 �� ~ tom. »�:�:-- T:- C7eara c 'Time (s) 4.5 5.0 50 4 0 4 0 :4 0`° _`, `. __ 4.0. - ` Biege, Vehicle Extension (s) 2.3 4.8 4.8 2.5 2.5 2.5 2.5 2.5 2.3 4.8 Lane Grp Cap (vph) 155 2330 1052 81 199 16715�_.4v 9tz-' 199 • 25844W:3 K v/s Ratio Prot 0.01 c0.52 0.02 cO.07 c0.07 0.37 ii/s Ratio Perm 0.05 0.06 0.01 0.02 W;r;:i . v/c Ratio 0.16 0.75 0.07 0.52 0.14 0.08 0.22 0.60 0.59 0.52 Uniform Delay, 50.4 11.4 5.7 50.2 48.0.._.'47.7 48. --.,.,,W,7_,.._' 5-07.6f, ' 7.4 Progression Factor 0.56 0.14 0.13 1,00 1.00 1.00 1.00 1.00 1.00 1.00 CFemental Delay,d2: 0.2 1,9 0.1 4.1 0.2 ' 0.2 . 0 5 ss4 2i 3.6- 0.7_,„!..,,, , •Delay (s) 28.5 3.4 0.8 54.3 48.3 47.8 49.0 54.9 54.2 8.1 Level of Service C A A D D D ,-.:D . A. Approach Delay (s) 3.6 49.3 53.7 11.9 Qpvac ;.LOS .; ; .A p : ° - 8.. HCM.Average Control Delay` , " :1 T.5 :'HCM"Le\el''ofService . " ` B HCM Volume to Capacity ratio 0.71 Actuated Cycle Length (s) 120.0 Sum of lost time (s) _•. " 9.0 Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period (min) 15 , . .'-_ r ; i'' r . f, , ' ` ' `• c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 6 1758 ttam Tue Jun 5, 2007 08:00:03 Page 1-1 ttam Tue Jun 5, 2007 08:00:04 Page 2-1 Kittelson & Asasociates, Inc. -- Project #7692 Kittelson & Asasociates, Inc. -- Project #7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Weekday AM Peak Hour 2008 Total Traffic Conditions -- Weekday AM Peak Hour Scenario Report Impact Analysis Report Scenario: ttam Level Of Service Command: ttam Intersection Base Future Change Volume: ttam Del/ V/ Del/ V/ in Geometry: am LOS Veh C LOS Veh C Impact Fee: Default Impact Fee # 7 68th Pkwy/Haines St B 14.0 0.674 C 19.2 0.823 + 0.150 V/C Trip Generation: Weekday AM Trip Distribution: with site # 8 Costco Dwy/Dartmouth St A 4.6 0.104 A 3.6 0.140 -0.996 D/V Paths: Default Paths Routes: Default Routes # 11 Dartmouth St/68th Pkwy C 27.8 0.659 C 30.7 0.724 + 2.836 D/V Configuration: ttam # 17 Dartmouth St/West Site Dwy A 0.0 0.000 B 10.4 0.000 +10.360 D/V ut Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 1 of 9 ttam Tue Jun 5, 2007 08:00:04 Page 3-1 ttam Tue Jun 5, 2007 08:00:04 Page 4-1 Kittelson & Asasociates, Inc. -- Project #7692 Kittelson & Asasociates, Inc. -- Project #7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Weekday AM Peak Hour 2008 Total Traffic Conditions -- Weekday AM Peak Hour Level Of Service Computation Report Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection #7 68th Pkwy/Haines St Intersection 18 Costco Dwy/Dartmouth St Cycle (sec): 100 Critical Vol./Cap.(X): 0.823 Cycle (sec): 90 Critical Vol./Cap.(X): 0.140 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 19.2 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): 3.6 Optimal Cycle: 0 Level Of Service: C Optimal Cycle: 26 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R 1. - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R 1 11 11 11 1 1 11 11 11 1 Control: Stop Sign Stop Sign Stop Sign Stop Sign Control: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 1 II 11 11 1 1 11 11 11 1 Volume Module: 7:20 a.m. - 8:20 a.m. Volume Module: 7:20 a.m. - 8:20 a.m. Base Vol: 9 63 139 74 81 5 2 15 4 311 56 160 Base Vol: 8 69 0 0 232 2 5 0 4 0 0 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Growth Adj: 1.00 1.02 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 64 142 75 83 5 2 15 4 317 57 163 Initial Bse: 8 70 0 0 237 2 5 0 4 0 0 0 Added Vol: 0 0 8 0 0 0 0 0 0 13 0 0 Added Vol: 0 39 0 0 55 0 0 0 0 0 0 0 In-Process: 3 8 3 1 20 9 2 2 1 46 12 2 In-Process: 0 4 0 0 40 0 0 0 0 0 0 0 Initial Fut: 12 72 153 76 103 14 4 17 5 376 69 165 Initial Fut: 8 113 0 0 332 2 5 0 4 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.81 0.81 0.00 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.81 PHF Adj: 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Volume: 15 89 0 94 127 17 5 21 6 464 85 204 PHF Volume: 9 133 0 0 390 2 6 0 5 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 89 0 94 127 17 5 21 6 464 85 204 Reduced Vol: 9 133 0 0 390 2 6 0 5 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 15 89 0 94 127 17 5 21 6 464 85 204 Final Vol.: 9 133 0 0 390 2 6 0 5 0 0 0 11 11 II 1 1 11 11 11 1 Saturation Flow Module: Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lanes: 0.14 0.86 1.00 1.00 0.88 0.12 0.19 0.81 1.00 1.00 1.00 1.00 Adjustment: 0.87 0.87 1.00 1.00 0.94 0.94 0.57 1.00 0.51 1.00 1.00 1.00 Final Sat.: 70 417 543 478 456 63 96 409 568 564 604 687 Lanes: 1.00 2.00 0.00 0.00 1.99 0.01 1.00 0.00 1.00 0.00 0.00 0.00 1 11 11 II 1 Final Sat.: 1655 3310 0 0 3549 21 1081 0 967 0 0 0 Capacity Analysis Module: 1 11 11 11 1 Vol/Sat: 0.21 0.21 0.00 0.20 0.28 0.28 0.05 0.05 0.01 0.82 0.14 0.30 Capacity Analysis Module: Crit Moves: "" ••+• t*+* w•+.. Vol/Sat: 0.01 0.04 0.00 0.00 0.11 0.11 0.01 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 11.4 11.4 0.0 11.6 11.7 11.7 9.7 9.7 8.6 31.3 9.5 9.9 Crit Moves: "'• .`•+ +•'• Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green/Cycle: 0.04 0.83 0.00 0.00 0.79 0.79 0.04 0.00 0.04 0.00 0.00 0.00 AdjDel/Veh: 11.4 11.4 0.0 11.6 11.7 11.7 9.7 9.7 8.6 31.3 9.5 9.9 Volume/Cap: 0.14 0.05 0.00 0.00 0.14 0.14 0.14 0.00 0.12 0.00 0.00 0.00 LOS by Move: B B B B B A A A D A A Delay/Veh: 42.6 1.4 0.0 0.0 2.3 2.3 43.3 0.0 43.3 0.0 0.0 0.0 ApproachDel: 11.4 11.6 9.5 23.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay Adj: 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.6 1.4 0.0 0.0 2.3 2.3 43.3 0.0 43.3 0.0 0.0 0.0 ApprAdjDel: 11.4 11.6 9.5 23.1 LOS by Move: D A A A A A D A D A A A LOS by Appr: B B A C HCM2kAvgQ: 0 0 0 0 1 1 0 0 0 0 0 0 AllWayAvgQ: 0.2 0.2 0.0 0.2 0.3 0.3 0.0 0.0 0.0 3.5 0.2 0.4 Note: Queue reported is the number of cars per lane. Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND V O D H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 2 of 9 ttam Tue Jun 5, 2007 08:00:04 Page 5-1 ttam Tue Jun 5, 2007 08:00:04 Page 6-1 Kittelson & Asasociates, Inc. -- Project 47692 Kittelson & Asasociates, Inc. -- Project 876.92 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Weekday AM Peak Hour 2008 Total Traffic Conditions -- Weekday AM Peak Hour Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection 411 Dartmouth St/68th Pkwy Intersection 417 Dartmouth St/West Site Dwy Cycle (sec): 90 Critical Vol./Cap.(X): 0.724 Average Delay (sec/veh): 1.0 Worst Case Level Of Service: B] 10.4] Loss Time (sec): 16 (Y+R=4.0 sec) Average Delay (sec/veh): 30.7 Optimal Cycle: 70 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Approach: North Bound South Bound East Bound West Bound I II II II 1 Movement: L - T - R L - T - R L - T - R L - T - R Control: Stop Sign Stop Sign Uncontrolled Uncontrolled 1 II II 11 1 Rights: Include Include Include Include Control: Prot+Permit Prot+Permit Split Phase Split Phase Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 Rights: Ovl Include Include Ovl 1 11 II II 1 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volume Module: Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 Base Vol: 0 0 0 0 0 0 0 236 0 0 77 0 I 11 II II 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.02 1.00 Volume Module: 7:20 a.m. - 8:20 a.m. Initial Bee: 0 0 0 0 0 0 0 241 0 0 79 0 Base Vol: 4 62 19 141 142 76 80 53 55 220 213 93 Added Vol: 14 0 16 0 0 0 0 36 19 22 25 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process: 0 0 0 0 0 0 0 40 0 0 4 0 Initial Bee: 4 63 19 144 145 78 82 54 56 224 217 95 Initial Fut: 14 0 16 0 0 0 0 317 19 22 108 0 Added Vol: 0 0 0 0 0 13 8 8 0 0 12 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process: 1 17 0 3 1 11 42 2 0 0 19 29 PHF Adj: 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Initial Fut: 5 80 19 147 146 102 132 64 56 224 248 124 PHF Volume: 16 0 18 0 0 0 0 352 21 24 119 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Adj: 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Final Vol.: 16 0 18 0 0 0 0 352 21 24 119 0 PHF Volume: 6 100 24 184 182 127 165 80 70 281 310 155 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Reduced Vol: 6 100 24 184 182 127 165 80 70 281 310 155 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 II II II 1 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Capacity Module: Final Vol.: 6 100 24 184 182 127 165 80 70 281 310 155 Cnflict Vol: 471 xxxx 187 xxxx xxxx xxxxx xxxx xxxx xxxxx 373 xxxx xxxxx I II 11 II 1 Potent Cap.: 527 xxxx 830 xxxx xxxx xxxxx xxxx xxxx xxxxx 1182 xxxx xxxxx Saturation Flow Module: Move Cap.: 518 xxxx 830 xxxx xxxx xxxxx xxxx xxxx xxxxx 1182 xxxx xxxxx Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Cap: 576 511 xxxxx 619 497 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adjustment: 0.90 0.95 0.81 0.93 0.92 0.92 0.93 0.91 0.91 0.97 0.97 0.84 Volume/Cap: 0.03 xxxx 0.02 xxxx xxxx xxxx xxxx xxxx xxxx 0.02 xxxx xxxx Lanes: 1.00 1.00 1.00 1.00 0.59 0.41 1.00 0.53 0.47 0.47 0.53 1.00 I II II II 1 Final Sat.: 1718 1809 1537 1769 1031 718 1769 923 808 872 965 1599 Level Of Service Module: 1 11 11 II 1 2Way95thQ: 0.1 xxxx 0.1 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.1 xxxx xxxxx Capacity Analysis Module: Control Del: 11.4 xxxx 9.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.1 xxxx xxxxx Vol/Sat: 0.00 0.06 0.02 0.10 0.18 0.18 0.09 0.09 0.09 0.32 0.32 0.10 LOS by Move: B • A A • Crit Moves: •••• •••• •••• ••'• Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Green/Cycle: 0.09 0.09 0.53 0.29 0.24 0.24 0.13 0.13 0.13 0.44 0.44 0.61 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.06 0.64 0.03 0.47 0.72 0.72 0.72 0.67 0.67 0.72 0.72 0.16 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Delay/Veh: 37.5 48.2 10.1 26.1 37.2 37.2 48.6 45.4 45.4 23.7 23.7 7.8 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared LOS: • • • • • • AdjDel/Veh: 37.5 48.2 10.1 26.1 37.2 37.2 48.6 45.4 45.4 23.7 23.7 7.8 ApproachDel: 10.4 x==x+cx xxxxxx xxxxxx LOS by Move: 0 D B C D D D D D C C A ApproachLOS: B • HCM2kAvgQ: 0 4 0 5 9 9 6 5 5 15 15 2 Note: Queue reported is the number of cars per lane. Note: Queue reported is the number of cars per lane. V CN ~-' Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 3 of 9 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 9: SW Dartmouth St & WinCo Dwy 6/5/2007 f r ♦- 4\ t t `► j 1 i!)2 4« r7;' � ,'.-0M1k.I1V.E3 Y Yee;.,..£...,; : F` . :01 m4 ` -7-Agi " ._.-` "_f: Lane Configurations ) tt ) tT r 'I 4 r ) 1 Ideal Flow(vphpl) 1900r' 190, r 1900 _1900 1900 1900 .1900 1900 1900 1900 1900.- 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 EicIektJtil: Factor _ 1.00 0 98`g 00 0.95 1.00 - 0.95 0.95 1.00 1.407;-, 1r o 1'' Frt 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.86 Flt Protected 0.95 1.00'r 98 . 1.00 1.00 0.95 " 0.96' 1.00 0 95 .,('�O Satd. Flow (prot) 1770 3470 1719 3438 1538 1681 1690 1_5.83 1597 1438 Flt Permitted 0.69 1.00 '0:5a'' -• .�..,. 1.00' -1.00 0.95 0.96 y` 00' 0 10 : 1 001= , Satd. Flow (perm) 1291 3470 960 3438 1538 1681 1690 1583 1597 1438 Volume:(vph,) s ._..33 260 39 60 • 81 37 -28 _1 39 13 • 1 . Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj.' Floir(vph) v °';;- 38 302 45 70 94 _43 , 33 1 45 15 1777-21i RTOR Reduction (vph) 0 6 0 0 0 40 0 0 42 0 26 0 I ane,Group Flow_(vp_h 38 _. 34L 0 70 .,. 94 ;3 r___, 7 ..�, a _ ,15 3 - -0 Heavy Vehicles (%o) 2% 2% 2%' 5% 5% 5% 2% 2% 2% 13%0 13% 13% Turn Type pm+pt` .,:` ' pm+pt custom Split Over Split . Protected Phases 5 2 1 6 4 4 1 8 8 la1tte0 P;ase - r,, 2 ,e_:�, •, :.: 6 8 .. --,- . . Actuated Green, G (s) 64.1 60.3 67 1 61,8 5.5 2.9 2.9 5.3 5 5 5.5 e . fF i•-'0 X64.1 60`3 ; ' ; 67.1 61.8 5.5 2.9 ... 2.9 5.3 5.5 5 4 Actuated g/C Ratio 0.71 0.67 0.75 0.69 0.06 0.03 0.03 0.06 0 06 0.06 Gat .3AN 4.0 : 4.0.--;.!:.771,17:' 4.0' 4.0 4.0 ' ' �s-4.0 � 4.0 4.0 4 0" Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 1 940 2325 760 2361 94 54 •. .54 93 98 88 Ratio.Perm 0.03 0,06 . 0.00 .Lx _ 01 0.00 v/s Ratio Prot 0.00 c0.10 c0.01 0.03 c0.01 0.01 0.00 c0 ) v/c Ratio 0.04 0.15 0.09 0.04 0.03 0.31 0.31 0.03 0.15 0.03 Uniform Delay,,d1 3.8 5.4 3.1 4.5 39.7 4Zfi ,y42.6 39.9 .40.0 39.7,; -_ Progression Factor 1.00 1.00 0.76 0.71 1.22 1.00 1.00 1.00 1.00 1.00 Incremental [5e ay d2 0.0 0.1 0.1 0,0 0.1 -3: 3 3:.:: 0.1 0.7 0.1 7 Delay(s) 3.8 5.6 24 3.3 48.5 45.9 45.9 40.0 40.8 39.9 Layelbf Servic w' .A A A A D D D D D. D -.... Approach Delay(s) 5.4 12.4 42.6 40.2 Approach LOSS . A .. r�u.i ,:B D .,'' ., r .. _ ' m r _ .: . .a ., w�� -r v t _...rem. �-i�. a.E .. at c HCM Average Control Delay �-. 13: ��",.`:n-HbM'Level'of Service it Y 8 f�fl�fe ' HCM Volume to Capacity ratio 0.15 Xl g O• O. Actuated Cycle Len th s 90.0 Sum of lost times 16.0 � , Intersection Capacity Utilization 29.2% ICU Level of Service A A nayis teiod c ).- 15 �n . .,M i,..>kiii^ti al- A s_ 1;.4: r r s4;4 ua + e:i c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 1 1762 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 10: SW Dartmouth St & SW 72nd Ave 6/5/2007 ':-! '''''.'A-'014:V•ii' lif.lrag.11: 40-1'-fP. - 1-. )1'.'. -: '- ' ...- ' . ' •7iMiAillt ..-UL.:„L_Ii$:.; _ ,''" Lane Configurations ) t r ) 1+ 11 1+ ) + T 1061-plovyAypi201;..,.,.. 190p...-„,:1 L.1900 1ACIMPOP k0992W 92014103M9,00: ., 19.00:,;:..1900 . Total Lost time (s) 4.0 40 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Egrie•Util. Factor . 1.00-7 1.00 . -1.00 1.0(W':f.104WAVMPaRigigke. 1.06 - 1..0.0ADA Fri 1.00 1.00 0.85 1.00 0.97 1.00 0.94 1.00 1.00 0.85 Fit Protected 1476.6j: 0.:9.,t:,:1 ClarL ::.: 0.95-T.Tai iii-kk; 0:05:,-.,..1.00Mg Satd. Flow (prof) 1752 1845 1568 1752 1787 1719 1769 1752 1845 1568 Fit Permitted . ::: 0.68.. ' 1.00* 1:00 0.52 1.00 r:- '. '- 0.37 1.06'- - 0.39 1.00 :f.00 Satd. Flow (perm) 1250 1845 1568 961 1787 665 1709 76 _1845 1568 VOIUmeiyphy. ''''''' -k-"28. 183 101 140. 824 it. 22 61: . 12gg"74 85 188,,:,7,:;•,_-,,,a,,, Peak-hour factoV -11F . 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 A:dir;...q*NgiTallaillP3.. 218 120; .- 167 , 98 ', 26„:,.: 73, 149 ' . 88 101 224 :'_L42, RTOR Reduction v h !-,' 0 0 109 0 8 0 0 27 0 0 0 34 MirgriOTAFrOuv?_ .733...- 218:.-1 :',11i • 4.6WWW204;r47-'-47,?.T-73 : 210 0 -Igiiii4i,22-•:-.igii:,.: Heavy Vehicles (%) ' .. 3% 3% 3% 3% 3% 3% 50. 5% 58 3% - 3% 3% 01740.*MOMEMINIMMININLQMP#4Pt::. - :: - -:PrOt0':1,:.1....'•: -. . P m Alt Protected Phases 8 , 2'. 7 : 1 6 7 4 3 8 Pitted''16h4)311111111.111111111111.11111M4,:- :4W1,.*. . ti"‘07%,-ti:,-40,1-W.4.,,,,*,::r-'"-T-- $-•. Actuated Green, G. a) 42.9 39.1 8.30 52.8 45.0 26.0 17.7 24.4 . 16.9 16.9 Effective G reeri f12.M araVic,47; i:; ''44,-; 4.,41104MO Actuated g/C Ratio 0.48 0.43• .0.09 0.59 0.50 0.29 0.20 - 0.27 0.19 0.19 0 re7671541:740:57r 7 -4TSIIIIIIIIIRAIIIETPEMWMTEGFEF:M -Vik4-'2:':. -4a14-1,IPP Vehicle Extension (s) 3.0 3.0!., 3.0 3.0 3.0 3.0 3.0 3.0 _3 0 3 0 . , , . ,, • ... ... . .1 ;(...11._. *3,4 Ws Ratio Prot , -'0.00 ,, 0.12 '0.01 130.03 : 0.07 0.02 c0.12 -c0.03. .A.12 OgFrralia7P-6677'-"."7757:17"`"="W673741M14:ttitagSPIXT,Wi:W. •...__ . . . . ..... ,._, .. v/c Ratio 0 05 0.27 0.08 0.26 0.13 0.25 0.62 0.36 0.65 0.03 ,UP iforni,cialay,•.di-. . .:, 12.6 ;16.3. : 37.3 . 8.8- 12,9Y43-6.WWW•4.-3/1674741-4;49#4,61WWWITO Progression Factor 0.80 0.73 1.10 1.00 1.00 1.00 7707 i ToT 1.00 1.00 FaKer-FeTRTart-6EciTd ''''7-0.0 lZo.8 0.2 0.2; .- . 0--.35g7,1s:,._ 774:BN.TOV§WcW44PrifftqaMPA. Delay (s) 10.1 12.8 41.5 9.0 12.3 24.5 36.7 26.4 37.9 29.9 91§41Y169- :.-i,,,::;i -E3:41V134., 'WYLIE& :i.i.;.13taTtrit#461'.14;.WA.Z.7.-P-7.'.7;7.L..1-. Approach Delay (s) 21.8 10.4 33.8 33.8 Akb-i.:66h.: 042k:tice_7:74•J--, '.-'alfFYA-rlffZbffait-YWMT&Z.Zi-SitifT,' e:t'A.go,- MIIIIII HC M Avei7CaIIerIMI,I1a 11lIl ...M,llMgl;riKIMoIPIiIreIIV6I6(gIeI'WIII0IIIIII _ I.W HCM Volume to Capacity ratio- -: . 0.33 Actuated Cycle Length ( - .2-.:H: -. . A-0-(ife-m-44,w,t.jime (s) • 8.0111111110111Wii Intersection Capacity lltili-z.ation 46.5%. ICU Level of Service A AnalYsis:PeriOd (min) -. :777 '. 7777.71 c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 2 1763 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 12: Beveland & 72nd 6/3/2007 J _ c k- 4\ t P \ 1 4/ Lane Configurations pp 1 'I ', t r ' T Grade (%) 1% -1% 0% 0% 7 'T may= Lane Util.jFactor 1.00 1.00 _ 1.0_0 1.00 ..?1..00 1.00 1.00 1.00 1..00 _ ij0, "14'A ii.i. ._,`1 O t-v� ,�..._A A a ss r..` ::1:: +�� `'4.9- -�t 'K -,.� O -v• Flpb, ped/bikes 1.00 too 1.00 1.00 +00 1.00 1.00 1.00 1.00 n ` 1.00 0.90 • 17OA , e OA e3 Flt Protected 0.95 1.00 0.95 1.00 . 0.95 • 1.00 1.00 0.95 1.00 - t° ,+ "1618' 1526' r ' "176x:'�3 2.f '1`453 Z, :74: 5 Flt Permitted 0.95 1.00 0.95 1.00 0.46 1.00 1.00 0.52 1.00 Satd.'FIDw.(Oerm) E�- 1 7 C a5a3 9$2 1'$3.- �6'l8``..1526 i 76116:-,.•-�_ ., Volume (vph) 14 9 21 108 5 11 85 292 58 75 303 66 Feak 1)our:factor;.PHF 0 84 , 0.84 0:84 0 841V. 8 .A.r_ '0 8_ a �.._:.=Q=B , Growth Factor(vph) 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 1y, 4 4ta 7 1.1 25 �.a 12� �89� � ..3 a�. �!- 3� N,?�{Y- 4:V'J��� � e�iri:J . ..��raiV.� .. .. -v � - _..- ...,.�_- - RTOR Reduction (vph) 0 23 0 0 11 0 0 0 60 0 4 0 ca' `��,,(oup Flow(Vph):,; ..17 _.1:3:_. .._.0.�.i...:1.?�i i~ IESt ;'' O 0 s: *r.;9 Confl. Peds. (#/hr) 3 3 Hev e:ise %° _i Ef ao �oq a _° 7146 WWad °� / �� Turn Type Prot Prot Perm Over Perm "L.�.aci- F fy:L�i� '� SC. �N49 } -vt��M° 1 Profe e. w t _�f"' �.,� -� 2, 3 lc.. 7 - Permitted Phases 2 6 ActuatedGreen G (s) ' -', 70.2 70.2. 12 1 70.2 , 70 2 6.6 5.7 12.1 11.2 Y, - i; Effective Green, g (s) 7.6 6.7 13.1 12.2 71.2 71.2 13.1 71.2 71.2 Actuated /C Ratio 008 , ,,0 07: (Y41 0:12 0.71 0.71 0.13 0.71 0 71' ) Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle'::___ension (s) 3.0 2.5' ; 3.0 2.5 : 2.5 2.5 3.0 2.5 2.5 Lane Grp Cap (vph) 123 102 231 199 602 1301 203 699 1304 u/s:Ra i6 Rroy 0.01 c0-.01 4.. nM„" 'c0.07 0.00 . - 0.19 0.01 . 1. 60.247.75M v/s Ratio Perm 0.12 0.09•Vic Ratio 0.14 0.12 0.56 0.04 0.17 0.27 .Q:04 0.13 0.33 Uniform Delay, dl 43.1 43.9 40.7 38.7 4.7 5.1 38.0 4.6 5.4 0 ession,Factor 1.00 1.00 1.00 1.00 , = ;,`,0.56 0.57 :`52. 1.0_0 1 00 Incremental Delay, d2 0.5 0.4 2.9 0.1 0.5 0.4 0.1 0.4 0.7 PARFA ,_ 43.7 . 44.3 43.7 38.8 , :3.2 3.3 . .57.7 4.9,: 6.1 : Level of Service D D D D A A E A A Approach Delay (s) 44.1 43.0 10 5.9 riir g : Approach LOS U U B A HCM Average Control Delay 13.9 HCM Level of Service B HCM Volume to Capacity ratio . 0:35: _ k er;� a _ , *t- w',-- Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 51.7% -'"`ICU Level of Servic t i ;,9M•1 , _ice Analysis Period (min) 15 c Critical Lane Group 4 t?-.. I � b Fitt�?�� �.'..Yr>rNA� i51'a-`r-ts.� ..�.. f� �+nr .7 - 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 1 1764 1 HCM Unsignalized Intersection Capacity Analysis Weekday AM Peak Hour 13: Hampton & 72nd 6/3/2007 Lane Configurations r 14) s Grade -1% 0% 0%:.-A.. .,L. �/.a�'m ?�� ,;1,?i: - ; .39 `6--134,, ® 3 Peak Hour Factor 1.87 #.87 0.87_ 0.87 0.87_ 0.87 ` Pedestrians 1 r 1 t ,, ,.: f- Walking Speed (ft/s) 4.0 E .., ,°:' c3 A. .-3 n ;: .,•. 1 --ercen ,b tr-g; 5 , Right turn flare (veh) }.:-. ..• :(-.... _ , Median storage veh .„ ik ', ,ii: ,,- •- , . pX, platoon unblocked .. _0.85 0.85 , 0.85 ,_,e r ,. , vC1, stage 1 conf vol f •,,-. vC a vCu, unblocked. 79 1:,105, , ; -'s .- ( inivitik4ci . . . _ , . . tC,2 sta a(s) 7, a p0 •ueu . 41% 100 97 _ s1, 0 . 7. ...:- >, Volume Left 0 0 I 1 0 • : , \Iofiurnei ig, t ," 12M– 0 78 .. cSH 519 1/00 17001 170 ' . '700 •: ;J . ,, `; : .,' Volume to Capacity 0.03 0.20 0 53. 0 15 --Q. Queue Length 95th (ft) 2 0 0 9 0 - i ` ' 1 Co"n ror Delays .' 12.1 . 0.0 0.° Lane LOS 13 7; Approach Delay (s) 12.1 0 0 0.0 Approach LOS E3 e.-.0.1. ,. . . Average Delay 0.1 l`nf r of ac f!":,;ggriol ,` , f/ w:: ; • ICU Lever of SerVidrIEWIMMUNIMINMEna Analysis Period (min) 15 t,. 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 2 1765 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 14: NB Ramps & 72nd 6/3/2007 Lane Configurations li r f� �-;a 1 Q.11 R mu,,,-... ii i.4.- .-G,P.�y°t+ill".C}; yws, _ ...._ ` ' y'.. sae .,... � ,--,. .. _., ._. ,. - . Grade (%) 1% -2Wt ` 2 ' _ _ Total Lost i �, Lane Util. Factor 1.00 . 1.00 0.95 '` •, .QQ 1.0 f Flt Protected 0.95 1.00 1.00 0.95 1.00 Flt Permitted 0.95 1.00 1.00 0.95 1.00 ' £a c Flow-(per e .... . 1" •:A` �:,5e,: ; _ _ __ _.. ,.j __. ..v _ Volume (vph) 294 368 709 174 65 371 r- I ® i OXD -.._ t Growth Factor(vph) 100% 100% 100% 100% 100% 100% `.® ®'Vq ,110: °�a-i %' t 2, Gw� -$ obi; .,1,_,�ti°m�' RTOR Reduction (vph) 0 X267+ a16 �0 0 0 k•` miO 1 ioit!i ♦ . �ww � v Heavy Vehicles (%) 5% 5% 3% 3% 5% 5% ��° �pnr'z8 t''':' , a..t ..p. s _ • l:H.+i� - - .1 rr 1 N#`''' x •-�. . 'v'iFi� � R! 91;x* � __ _ 'r' - Protected Phases 4 6 - 5 2 e > iC .arm'' ?z, ri' Actuated Green, G (s) 22.5 22.5 57.3 7.7 69.0 a'E"o ,� den=g s)a'°"' 2 `.5"r?3.5'758 _ 81 _70: Actuated g/C Ratio 0.24 0.24 0.59 0.09 0.70 Clearance Time (s) 4:0 4.0 4.5 4.0 45 Vehicle Extension (s) 2.3 2.3 4.5 2.3 4.5 Lane G.r• a? Wph)•_ : {402. ,.,,13600,:, 2020 148 , 1263 ._.;+ , _ , i- „ , ) v/s Ratio Prot c0.1.9 - c0.28 c0.04 0.23 v/s Ratio Perm 0.09 v/c Ratio 0.80 0.38 0.47 0.48 0.32 Uniform Delay, d1 4 67 32.1 11.8 43.5 , . _ . ._. r . .», Progression Factor 1.00 1.00 0.49 1.12 0.66 Incremental Delay 42 0.4 0.7 1.3 0 . y -.;f -f Y ` Delay (s) 46.7 37 5 6.5 00.2 4-4 Level of Servic. ` D C: A .; D A ,: ' �f -.VA �4 k-"4 Approach Delay (s) 30 8 6.5 11.2 Approach LOSS;;;, D A B HCM Average Control Delay 18.3, HCM Level of Service , , B ,,. HCM Volume to Capacity ratio 0.56 Actuated CycleTLength (s) 100:0 - Sum of lost time, s`) 4,, 9 0-,, Intersection Capacity Utilization 55.0% ICU Level of Service B Analysis:Penod(min), ,.. 15.- -,, .. .. srtiiiit;,4. . gig _,�r�V,�r .F._, i c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 3 1766 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 15: Hunziker & 72nd 6/3/2007 f 4\ t 1 d Lane Configurations 'IV f' T. Total Lost time (s) 3.0 1.0 3.0 '0 ?._ .a ',,,: Frt . 0.92 1.00 0.95 101,..,--i , Satd. Flow(prot) 3100 3471 1690 • :i' Satd. Flow(perm) 3100 3471 1690 ',oltrn '1 n 4 0 691 ' 4 Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 .' Adj. Flow (vph) 240 265 0 752 480 267 ,4117 a_ ," c;.Ig4imo° a=•<. 200 . Lane Group Flow(vph) 276 0 0 752 736 0 1: , Y 6��a Mi.�6ttjya�:,.'"_.IT''..++t' - h'�' ? i-F.4 (}r zi-5 _ .?� GY�i f r's�`�:6 ; :A.• . - - • -- - _ Turn Type _ rot Y G M Sr, }� Yf' 146P nr Permitted Phases _t Effective Green,g (s) 13.5 , , .,f 80.5 80.5 " : 6°i4.!,.>~i• -:o i;_ 0.14 `!' ;`tee:0 8. Clearance Time (s) 4.0 i. 4.0 4.0 Vet; ;c 610Ktr o1(s) 2,3 1W4r2-' _ - w4 Lane Grp Cap (vph) 419 2794 1360 y S �� a ®•Pro{ 7 7 "-60-047-'---':'''"17",' 0 22 c0 4 p ry , , :�3.�,. _..�.a�-.k�� "�i'"LEF�t;4"'li»-�>s u__'',''': u�_v/s Ratio Perm P_I. at ' M t "4 d 27 0 54-a' .rE +;`4}.�-. r + E:- Uniform Delay, dl 41.1 2.4 3.4 _ �` msµ__.. :�:._. �-� Y.� k ��g Incremental Dela , d2 3.1 0.2 1.3 - A ±r. '' ' `F`ekWo� •tom. ,tea: k Level off Service " ��D A A Approach LOS D A A HCM Average Control Delay 13.8 HCM Level of Service B r � 1_. .-rtti 7..s�jh� s�'n sir' ..�. # �.t-,"aL..� � �^;fl.ty-;e x~ ;y,.a:,pF�.. H7°K e,1©04:0,613 P'a i• it=i, u b 0 o Cvc u 9 n 9..3. 4 0-�M ,Q S F x ' air +o Fv"4Y 4 i r : Actuated Cycle Length (s) 100.0 _Sum of lost time (s) 6.0 .m° eof o 0, =a^`-a �r' i. 1°. ' aLe,7 Analysis Period (min) 15 yi n i;°- +^i r. " r_ - t a. N?a t ."4. ',:..-11. a.: _' d3.:i;+ r .� }G ,Al,:, ° W. 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 4 1767 HCM Signalized Intersection Capacity Analysis Weekday AM Peak Hour 16: Varns & 72nd 6/3/2007 f r '- k" 4\ t P \. I • Lane Configurations _ 4, 4 11 ) + T, ) It !- ° *1.,pbr .1 .�@0 t= .@ - ODU rnt '06r :j ?g$- '6 00 � ii.�.:.�-. 41.6? _-494.60 Grade (%) 0% 1% 1%; . -1% k cr a 0.444;�' '.: } a s.t :ra M 6 . ;� " Lane Util. Factor 1.00 1.00 1.00 0.95:, 1.00 1.00 v,, . a.r ,a �`{„:!'w`'��o�J} aa'@ iyr �-i-�...F`s'' '�.'�.x a .z-�i t -Q 6Yt; P: ' 1 No'�1 elf 91:1 , Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 10.0: t ,, t Flt Protected 0.96 0.95 1.00 1.00 0.95 1.00 f fain 4prat . ' _; 1727 , s, + R,'AV.st;•..."-:Ei-fron VA 1:.32+ 1711 18Mill Fit Permitted 0.75 0.71 1.00 1.00 0.95 1.00 S'atd.Flow (perm) . 1338 116 5$t 4 x°21 x..1711 1800- Volume (vph) 19 3 4 281 7 276 0 374 62 141 521 3 RIMILt factor, PHF - 0:90 0.901 'a,44A.'.9 lrli•0 . 90 a• , .'3f 90 0.90 0.90 Growth Factor(vph) 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% , tg`� A A c „ 21 3 : wt, 4 `' 16 , xt,.W. :r ' , : o m .:;3.15 T" 579 8 RTOR Reduction (vph) 0 3 0 0 0 150 0 12 0 0 0 0 Lane Group•Flow (vP.h) .v.._.-0 __-_25 r '� r�`S ,g.g : ._.._157:.. _582 ; 0 Confl. Peds. (#/hr)._ .. 3 _ 4 .0 W ePrro t __t.:: :.. ni�w 4 W379 ,VoWY , :4.�.4 .�Y4 h - 5 A . ll Turn Type Perm Perm pm+ov Prot Prot L ;� 7'r �� y tzca[ �^`'4V�^4�F .e4' ai.',fioc 01.: _ i� ; 6' m:� s�5ee:, . a �.o,w.����r� �,a :..�&wQ .��� :L�k`+i�,_t� t .ter �, :r� _. i3`f ..:� 1. '�- :AM . Permitted Phases 4 8 8 r ( 27:3,1k,, -.•-•": - - � uate� Gre'_ta;�G+s��� ��°�; 27;3 � , - .. : 27.3 �• 45:7_ 15.0 647 4 Effective Green, g (s) 28.3 28.3 44.3 46.7 16.0 65.7 t■cgYalted,g/C fI° .., 0 28 0.28 .0 44 0 47 - 0.16 0.66= '�'' Clearance Time (s) 4.0 4.0 u 4.0 4.0 4.0 4.0 Vehicle Extension (s) . 2.5 2.5 2.3 4.2 2.3 4.2 44,r., Lane Grp Cap (vph) 379 369 738 1528 274 1183 s io rot `• 0.03 0.14 c0.09 c0.32 v/s Ratio Perm 0.02 c0.25 0.07 a lo- __ . _.. 0.07 0.87 0.21 , 0.31 ' 0.57 0.49 Uniform Delay, dl 26.2 34.1 17.1 16.6 38.8 8.7 Progression ac ;;thy 1.00 1.00 1.00 .1 b0 0.92 0.78 Incremental Delay, d2 0.1 18.6 0.1 0.5 1.7 1.1 D� lay_.:(s). 26.3 , 52.7 17.2 171 : . . 37.3 7.9 Level of Service C D B B D A 661`paFiy (s)7T 26.3 35.3 17 '(; --f . 14.2 Approach LOS C D B B HCM Average Control Delay 22.2 HCM Level of Service C e .ubrume o Capactt Vatio a-". .x Q.63 °Ns.-„ rt . . s , ?:A? K.!" =* " .w ,-at ,4; Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.0 E tersection:Capacity Utilization 60.7%- ICU Level of Service B t " >•` Analysis Period (min) 15 c" Crit(ca, Larne Group ` . , :.5, " zi ., iW .._ .� _ _ t ��� r.. .,. ra. Z 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 5 1768 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 1 : Highway 99W & Hall Blvd 6/4/2007 t -4" ,< '- k- 4\ t /* \. 1 ./ Lane Configurations 11 tti ) +I I. ) + r i + r )'deal FlowA :7 JQQN 1900 1900 1900 1900. i 1900 190.0 _.19.00 1900 ,;.1900 s 1,90i. SOD Tot 3 al Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 - J I -`� 00 *0:90 1.00 *0.85 1.00 1.00 -.:.1.007-. 1:00 .- :1 00 ':00 Frpb, ped/bikes 1,.--;,z 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 tsf °""' i gto.00 1.00•.- 1.00,, 1:00 1,00 1.00 1.00 1.00 100 Frt 1.00 1.00 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 Fit Protected F.1..00 0.95 1.00. . 0.95 1.00 1.00 0.95 1.00 '1-1-00 Satd. Flow (prot 1736 4915 1752 4610 1752 1845 1568 1752 1845 1568 , ft Permitted , X4.0 9 1 00,,.; . 0 95�:. 1 00 -,. ; ._ 0 95 :1_00 1.00 095 1 00 1:00 Satd. Flow (perm) 1736 4915 1752 4610 1752 1845 1568 1752 )845 1568 Volume (vph) , 208 • 1135 21 2"I;, 55674,161A :135 242 ?84, r l' 3 . Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 r d' Flow (vph) 212 1158 4.21:-t=,-;.217,H.158&_ 164 138 24.7 :.291 f '1 �+" ^i(.88 $9 RTOR Reduction (vph) 0 1 0 0 7 0 0 0 247 0 0 76 Cane Group Fiow,(vph) 212.' 1178 0 . 217'. 1745 0.., 138 247 ; f '�� _ 8 . ,.- Conn. Peds. (#/hr) 9 12 9 18 .. _. o 4% 3.%= 3%' 3%."1 3% 3% ',.3% o:...r 3% .;3bo" :30 �-leavy Vehicles (%) - 4% 4% 4/° Turn Type Prot Prot Prot Over Prot Over .. ed;Phases'_: 5 2 1 6 3 ' 8 1 7: 4 5 Permitted Phases Actua{ed een; G (s) 19.3 62.4 20.1 : 63.2 14.4 21.1 20.1 19.4 26.1 . 19.3 Effective Green, g (s) 20.3 64.4 21.1 65.2 15.4 22.1 21.1 20.4 27.1 20.3 Actuated gIC Ratio 0.15 0.46 0.15. _ 0.47 0.11 0.16 0.1512,0.15. 0.19 0.15 Clearance Time (s) 4.0 5.0 4.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension-(s)' -- ' 2.3 4.8 7,11'2.3" 4.8 . :2.3 2.3 2:37'-M-2`..37 2.3 2.3 Lane Grp Cap (vph) 252 2261 264 2147 193 291 236 255 357 227 v/s:Ratio Prot ,c0.12,-..,.0.,24 _012 c0 38: . 0 081.c0.13 0.03 co 12 0.10 .0.01. v/s Ratio Perm v/c Ratio 0.84-7 0:52 '= 0.82 0.81 T ,. 0.72 "0.85 x'0.19 - 0.84 -0.52 0.06 Uniform Delay, dl 58.3 26.8 57.6 32.1 60.2 57.3 51.9 58.2 50.6 51.6 ,rogression,Factor . 1 00 .1 00, ' 1 12 0.83 1.00 1:00 1:00 1.00 1.00 1.00 Incremental Delay, d2 21.1 0.9 12.8 2.4 10.7 19.5 0.2 21.1 0.8 0.1 Delay ) 7974-.727'.7---- 7'7 29.0 70.8 76.9 52.2 79.4 51.4 51.7 Level of Service E C E C E E 0 E D D 6 roach Dela s 35.6 34 3 'l "r, 65.0 6.3 7 >;• Approach LOS D C L= E 1 HCM Average Control Delay 42.5 HCM Level of Service D HCM Volume:to Capacity ratio' 0 81 -. _ Actuated Cycle Length (s) 140.0 Sum of lost time (s) 9.0 Intersection Capacity U.tilizata j _83 2% *i) IC P ©I of Se{ ice::.: E 7° 2 - !� r^'�y �, ssr- ._-..•-a. :��.._ .., � . 'sic?' . Analysis Period (min) 15 c Critical Lane Group. :: '°3,is .d :�: ? .n010,� ig >f `.. r'.g441-4?' > -�; '. `x, 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 1 1769 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 2: Highway 99W & 217 SB off/on-ramps 6/4/2007 . ,4 c .i-- 4.. `► lit +l 41-\ Lane Configurations ¢+ r ?+ _) r - WM..,��� � ,�D� _.�gn,'®�;�.�:0 @re..� h�e ere 4 a.. .�.� .� Q0�` D¢ i9a "� Op..vr 4t . .-°. `t. : '� M�!Ef�. 2 A ,f .ivM�- - U(�::l�iL�? � -� Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.99 e � a a7- k -.---,d`rs?w- } 'I ,,,--'wri o$' E9`t`` oC 'u` :-.4 r6@t E3L!is �-'t4, ,.;,-s*2. i4- Frt 1.00 0.85 1.00 F 1.00 1.00 1.00 0.85 RI -ee E4 5L _':: 14S w r camP®a" IV Q t$ ` o @® s 4-w�- 4 Satd. Flow(prot) 3471 1553 1752 3505 1698 1698 1578 -J F7 ]g3�..-e N y}41 .1. ." e�`o ? O.�..; o b3 71 •i o11 Xi 'd' _,V { �7® -•.0A Ft m r 0T46= F"t�' 6.y M3t# . Satd. Flow(perm) 3471 1553 1752 3505 1698 1698 1578 �' 6 »s :y ,pk- t 8 i...a .r'a-734. llt1� `' ��- -°` `z` c .Y' z. rt :y r`.. .. 'a'-'" .:�: -�I.����f:�a � 1 `�;�. �s � rr,+�,.'�.s�`�.-„ "� ° 'ei_Y,. .:�s� ��� ` �,J3 ® _"''-�'�rC;. ® r. t���-o. 3 Peak-hour factor, PHF 0.96ttyya, 0.9_6 0.96 0.96 ���,0.96 yy}�0.96 0.96 0.96 0.96 0.96 0.96 4d ¢�aEf @ . , _4PF .`4 X94. ®a .__ ^�y &4! °} .:`4p Xlfa7fJ A.'' 2 ��43 t fat RTOR Reduction (vph) 0 0 70 0 0 0 0 0 25 0 0 Up Fkv h : ?Yf .�.ia.d�` z., g ,to ! x=tf5 v-o g9 ..v.:. e e - 0. .', n.0 Yttxlikr.- Confl. Peds. (#/hr) 1 Pref : Vehicles (°14 4 'P:o . DQ M-7r7 ,, 0, WA`i g ono `TF p . Turn Type Perm Prot Perm Perm a , ` it t , -f 7*:, " fY } :h 7`�5 a'S,cexr ra �-Kas al s W �1=�� �`,'�.�3t1r7S8S.:i :",�i'C�".��& z 1?, -:u� . �t:�`�;. •i-m st.-�, t.,+ t, -,� � � Permitted Phases 2 4 4 ��E PiL., a i4,- 10'. ' ; o -- 7` 0t a° } _r,-rt p .,:-r'" +ate � ', ,x...�-t�._ t�';,� `� .-, ..tai .- _ '_.= �. -_ ... . Effective Green, g (s) 90.6 90.6 9.3 102.9 31.1 31.1 31.1 Actuated-'g/C Raticrri .--t�'i ,- io _ a- 4 ., :: 0:22 )v20 a 0.22 x1 . t --`4A _; Clearance Time (s) 5.0 5.0 4.0 5.0 4.0 4.0 4.0 t Vehicle Exte isn on 5j � '': _ 'g'_k .,7?_:R?mot g � 2 3: , -2.3 2.3 =* " ;,' -- , Lane Grp Cap (vph) 2246 1005 116 2576 377 377 351 ROW"! s it iZ; @ T� rx ns cW-t ore r, .74 47 #r -- T : v/s Ratio Perm 0.12 0.18 0.18 c0.19 WC-gin ral . : I ` 7 . 0 1.9 o t a'm;-r ` P.;:':f-z a: Y4 - «]�.Wi -I.4:44 g eUniform Delay, dl 16.2 9.9 63.4 9.9 51.4 51.4 52.4 t3� �7?J., va- tir:4 8 0.-102 d '1, :v ( «- _ ` 1. )s+F j o !t"0 @ ." :> '1;. . Incremental Delay, d2 . . 1.7 0.4 4.1 1a.2.y. 10.4 10.4 19.2 ,rf i� ` , eY, _ � 9=-;s 95 ; _ e�r. r., 3 }.�= .e . a `Fs.n...an�.�c r Level of Service A A F A E E E :, Wch'Delay(s)- :,V7'r - 3 8 3= , :".47.,Yt 14 ... w aes g t �a E t'o=?;_..s3 r �,91 W x.. , U Approach LOS A A E A HCM Average Control Delay 19.5 HCM Level of Service B Tome to-=C pac a' 0.75- a k 7. ¢ .-4, : ,; Actuated Cycle Length (s) 140.0 Sum of lost time (s) 9.0 Mtion Capa0.Y M ;7lop'. 6 ie 'iae�ra _ a ` ' -s . F^ z -a a -t Analysis Period (min) 15 7 166-Lne Group _ F ms F* � . 4 -z m: & sA _ ggih� 4 j 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 2 1770 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 3: Highway 99W & 217 NB off-ramp 6/4/2007 --► --'t c ~ `\ I' Lane Configurations 14 r 141 , r , a r it__v, tiro-i, 111.QB �! °a @:.'!:,-,..:°,4. o: }.1 °ffi'.�-!'90A� gill' _, g3 i Grade (% 0% 0% 1% Lane Util. Factor 0.95 - 1.00-' '.-) 0.9 ' 1.00 1.00 ;' ; '4' P Flt Protected 1.00 1.00 1.00 0.95 1.00 Sa poj5a° 6 4. x _ r 'FN Flt Permitted 1.00 1.00 1.00 0.95 1.00 SaWS;owr pernn' re r'd5D5 .I' :,Or : . .. Volume (vph) 1783 329 0 2359 185 90 � � #; . it7C9g.3 a . � ,; p_° aw i /71. _,s';.. Z - 'm:ht3'c: 7 S a a , i#vYrar°..� Adj. Flow (vph) 1877 346 0 2483 195 95 .. { � u i r v J Lane Group Flow (vph) 1877 319 02483 195 12 VEn _ - 0 •. fCr. ..:*:',: .4 .'` rc ._-�g:�Z ,',v117-.-f f ti°`; -. Fa ,.: ` Turn Type :.:Perm........ ....Perm �: P..ro.a g;! as ; : g. „ 7 Permitted Phases 2 '" -' 4 '' Actua e ree, EG ,f 106.6 106 6-:r - r.,u ° _ -. _ Effective Green, g (s) 108.6 108.6 108.6 17.4 17.4 &O leg / Ra emiio ._ 0.78 0.78 MIWO.78', 1,`L s s.2:-� *L� ,�".' in*tZ1' :;y msS ,tt k::,. Clearance Time (s) 5.0 5.0 5.0 4.0 4.0 ;Vehicle Extension (s) 4.8 4.8 4:8 , 23 '- '.: .- T c; •:k. . ,:;pa, ‘ '° "„ „ ;•` Lane Grp Cap (vpll) 2719 1216 3984 221 198 g a,�,o Prot . c0.54 Cf 48;x.c(.< 5_ :_' EM'� r s v/s Ratio Pe rni 0.20 0.01 T Q :_? 0.09 0.26 0.62: cf.-8;..C.Y RPQ Q° r. 2 W q Uniform Delay, dl 7.6 4.4 6.8 60.3 54.1 ab q a 0.87 0.94 1.76 1,0 0. t Mi.a. Incremental Delay, d2 1.1 0.4 0.5 30.8 0.1 1 fa go.q ,it r' ;:4.- sif: 7 I 4 5, X12 6Q. 91 ,016'f _ . . , 4> a,-_ ... . r: ,d r.t r Level of Service A A B F D 6"‘wi eflt , Rp " r ''`: ,7ti3.- _1-2.6 79 6 _ .. ri r; t . zr ,f ' i, Approach LOS A B E HCM Average Control Delay 14.0 Leval© ±N ice; i B - YF,}z -./W42044,-,:l a rer v Actuated Cycle Length (s) 140.0 Sum of lost time(s) : ' 14.0 r°+� r. y WA, �� � acesx+�,r e. -s,-s,.-.FS err [x,,fse` o r �� !• ;. .. ._ �d v-- a a :ems C w b, i, „K h Analysis Period (min) 15 /?� t.-w "Tt'�^' -wi,t u i-.k" i=d4R^? '[ §- � a �.°8+ p! ♦.vv iE t 9. 4� +si�'� CG 45.8'7 - 1»�* .. t e ' .Ag''s :'ell - S' S i °_a a ,f r':: , ?i k ciat1 "f ,FC ss,,.• y ..+, ,,^ 5-.,f ,.. env ti c��`,��'�-n�;at x 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 3 1771 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 4: Highway 99W & SW Dartmouth St 6/4/2007 t -• i 4 4\ t t \ d Lane Configurations 111 f4 " 1 ++T. 11 ) I ° .;1r k�+,� ? ,1??�1"��"�,. .,._....<. �.�3oU E i ., .,� t-�., �° l; Mx 46 .,7 Q oracle(%) 0% 0% _ 2% r -2% Tolaf Cosf tlnie(s): .0in5 a- `� "'rm' a', .. >,9 u, , Lane Util. Factor 1.00 0.95 1.00 1.00 0.91 0.97 1.00 1.00 17.00 s� r'''' '; '''P 1':i `} 00� 1© °:ki£-4,:"F aii,is I'o0,W' �f 06F _ 0-:.99' ;4.,: �, �_._.®U ssl Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.007 1.00 0785` ' `�ODf, .DO s a, M96 �`"(.003r 0 96'• Flt Protected . 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 8 t.0�F�lo,� grist)._; 1752 .: 3505 15387705077432_ 1762 .80 .;,_1822' Fit Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd:Fiow'(perm) . : 7711S E:3505 15381 1 1 -. 5077.,x.. . 34 WWI6 <.. - '1'805:.'1822 . Volume (vph) 72 1227 432 67 1660 17 553 230 98 152 125 47 r.Peak hour.factor:PHF 0 98-x" 0 98_ 0.980'9$ 0;98 0 91p.''9t198m 0.98 .,:0,..9,,8 ,0.98,_-_. 0.98 Adj. Flow(vph) 73 1252 441 68 1694 17 564 235 100 155 128 48 RTOR Reduction 0.i. D .gip a° t.� 4: t,:ll--``a0 `:=y . °O J, § "' Lane Group Flow (vph) 73 1252 309 _ 68 1710 0 564 324 0 155 166 0 Confl6651 r. - ..��� EM-'s 4 ot-i 7. Y ' 0 r"F 4,�+y� � ° '"r' `§. _ . ��u...�.( -�: .���: t.��u�,:..��� tom_.. � .�.,.�� �.;�`,: Heavy Vehicles (%) 3% 3% 3% 2% 2% 2% 1% 1% 1% 1% 1% 1% --rtirym �x.+t.-s, 6.- xsr .°,, �. r.:F�z iR t ^-+ 'g, + 1 - Turn Type;"° r0.. p ° ,.. 9 #' l?fi _ :.§-0 Protected Phases 5 2 8 1 6 8 8 7 7 T t7E-n -; 77elt , �"' ;:7 T dt4'. `tt rr C p-�2'*„ -t w c.rte . P£rmlfb4 f ldSe$ - f jd.;o y i sry w # t .-• k G ...M:..,k_. � ..-.. .:r � n'fivc� r.-:- .iC.'..:k +..3 s.- . ,,w_'�.� r�?�+9:$Yn�,r .� :,.;r i , . Actuated Green, G (s) 9.0 78.0 94.5 16.0 85.0 16.5 16.5 11.5 11.5 Effective Green, g (s) .,10.0 80.0 98.0; 17.0 87.0 18 0I08 0 ki< 13.0 13_ Actuated g/C Ratio 0.07 0.57 0.70 0.12 0 62 0.13 0.13 0.09 0.09 Clearance Time(s) 4.0 5.0 4.5 . 4.0 5.0 4.5 _ 4.5 •' 4.5 4 5°' ,'''1; ) Vehicle Extension (s) 2.3 4.8 2.3 2.3 4.8 2.3 2.3 2.3 2.3 Lane Grp Cap(vph) 125 2003 1077 215 3155: .44.1 227.. 168 169 v/s Ratio Prot 0.04 c0.36 0.04 C) 94 c0.34 0.16 c0.18 0.09 c0.09 v/s Ratio'Perm . 0.16 774; -� � ': v/c Ratio 0.58 0.63 0.29 0 32 0.54 1 20 1-43 0.92 0.98 Uniform Delay, d_1,.. 63.0 20.0 ,7.9 56.2 15.1 61.0 . 61.0 _ 63.0 63.4 Progression Factor 0.91 1.22 5.28 0.70 0.38 1.00 1.00 1.00 1.00 Increrriental Delay;d2 3.9 1.1. 0.1 0.4 0.5 142.0 215.3 47.0 63.6 Delay (s) 61.0 25.5 41.7 39.8 62 203.0 276.3 110.0 127.0 Level of Service E C D D A ,,,,:_,F , :. F F I- Approach Delay (s) 31.0 7.5 230.3 119 1 Approach LOS C .. F F HCM Average Control"Delay - 65:9' ` HCM Level-offSe c q `-. ,4, L �-;,s.. r* 1 ' .-,; HCM Volume to Capacity ratio 0.76 Actuated Cycle_Len th (s) 140.0 SUM,of last times 9 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Pei iod.(mtr'). 1.5 . : t._Y" : .L. 'N ' '; `' 7 c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 4 1772 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 5: Highway 99W & Theater 6/4/2007 Lane Configurations f t+ 14+ 11) r 4 Ideal Fla �vbhpf. , ,1900 = '."Q ,?!' loiei .F-M { ,1900,:1900< . 9e kr 4a�'e` e ti Grade (%) . . i 1% -1% 2% 0% • Totalo, riie (s) ' " "` 10,& n Lane Util. Factor O. ti^. . . 0.91.„,,t rr 0.97 1 00 1.001 Frb p /bikes `' �.. Y_ ' ., = Flpb, ped/bikes 1.00 +-' ' 1.00 1.00 1.00 1,00 Flt Protected 1.00 ,; 1.00 0.95 1.00 0.99 S{d Flow (plot 3.468 --a - - 3`3 . 3 6a7� `► ;;i' 9 & �� �" ;; Flt Permitted 1.00: ..- 1.00 0.95 1.00 0.99 Satd.'Fli3 (perrri) _ _, "" 34687 - '5f.fi1 ?... ' Volume (vph) 0 1403 53 0 1962 0 124 0 35 11 10 23 Pealci7bInifactorp,HF 0.95 aital 95. ::0.95 _ 0.95 0.95, 0 9;0:95 0)J Adj. Flow(vph) 0 1477 56 0 2065 0 131 0 37 12 11 24 ®F aiVogon'"_:(vph) 0 `'-., 4 0 ... . . 0 0;A r'^'O E _ " 37 '>. 0: ,, i i' s,,o Lane Group Flow (vph) 0 1531 0 0 2065 0 131 0 0 0 29 0 Confl a r#Ihr) „We F; ,-4, ,¢ '1 25 ,5 Heavy Vehicles (%) 3% 3% 3% 2% 2% 2% 0% 0% r 0% 0% 0% 0% ,ter r rer. Kf,�; �q Turn g e.xq F , 1 : a_ ,-, Prot �`', NA :'�� ' •�. Protected Phases 2 6 4 3 per `"Fe_s Actuated Green, G (s) 840 84.0 9.7 0.0 33.3 EffectiveGreen g (s) 86.0 86.0 10.7 0.0 ._ 34.3 04 Actuated g/C Ratio 0 61 0.61 0.08 0.00 0.24 C;irararr4e Time (s) 5.0 5.0 4.0 - 4.0 T Vehicle Extension (s) 4.8 4.8 2 3 2.3 Lane Grp,,Cap.,(vph) , ._. 2130 3140 : 265 0 428 v/s Ratio Prot, c:0.44 0.40 c0.04 'i :elm - 8 tiW :'_`'.: . 0.02 ., v/c Ratio 0.72 0.66 0.49 0.00 0-07 girrikapjay., d' '4 : � ..:18 6 .... :: ...17.5 62 1 70 0 ' :- 40.6 :- Progression Factor 0.26 0.25 1.00 1.00 1.00 IKigii enfal Delay, d2'`'� :Al-M-9D- `�` 0.5 ' 7 777 0.8 , .:. ,";0 0 0.0 Delay (s) 6.4 4.0 02.9 70.0 ,:10.6 Level of Service ° 1 -= `. ;I::,., Aiaa`a ._ A ...;`s, s_. .:E:. _ E D .,<. Approach Delay(s) 6.4 4.8 645 40.6 ��roach"LOS I-- `° "� ».'E, �" 14°' �`7` �f D '. .. ._,s. � :. .�� � -.mss _. �;3 . -.;��= a � --'�'- F: . s:. h j M Average Control''Deiati_ .,•:5. HCM Level of Ser■ic-i i HCM Volume to Capacity ratio 0.53 Actuated,Cycle Length (s) i. 1,40 0_ 5`t.fmof lost time (s) . ._ a ,. 9 0 i.,;.g, ; ,Y. Intersection Capacity Utilization 65.0% ICU Level of Service C Analysis Period (min) w�. i'� _' �5 z ,. ... c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 5 1773 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 6: Highway 99W & SW 72nd Ave 6/4/2007 -* '`1 T ( % ` / r ,/ ti_ . _. _ . ,„ :._. : _Lane Configurations 1 Iri r 1 t r II 1 'I ?' 1dRea1 0 W' `l4 "q "° 4 9A i m_e(` ..i.,0 90Q n'1.900 191 ' ,1900 90Ug 1, sJe e, .° 1� Grade (%) _ ! ' 2% -y - 1% 0% -2% #:fin XIMMTP ` x'35% f�; :"Tgi 3-W 3.04-iii3i e t t a`.y°,�_. - ,;i rp :' lWi,-.-.,r„F -.z'- Lane Util. Factor 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 .fl ICS L S";1Q9h 9 : ' y<':4707711-00 B. ' st r e 9 ;•O'i,. ^, 's t'0>0 ++� ':ti.; Flpb, ped/bikes 1.00 1.00 1.00 1.00 1,00 1.00 1.0.0 1.00 1y.00 1.00 1=r° _ 1.00 • 1.00':' 1 A0 .1:.00 0.8 `�:00 ~ ty :. 1 01 0 5§4iln Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 5 1: g low (prot) 173 • 86FY„ 481 1872 1560#177 7-44fir _ 17874'.364.,7 Flt Permitted 0.95 0.95 1.00 0.32 1'.00 1.00 0.39 1.00 0.95 1.00 Safi Fro- .-erm 173: _ __ _*WW ____ ,- (p ) ��i�t3 4B�,�,.6.0�1.872 156'1! ;x,3''�. �-?#6,�- : 1787 _'36461a Volume (vph) 106 1272 71 136 173 295 100 91 107 205 1775 27 P,.Pa factor?=PHF:-- 0 95:_- @ -._' 44V ! i,:' . j)Q.95 :0,.9'7 r �-_ ?' i-'6:95- 0.95 0 95 _, Adj. Flow(vph) 112 1339 75 143 182 311 . 105 _ 96 113 216 1868 28 OR Beth'.,.ion v h '' 0 ` fd Lane Group Flow (vph) 112 1339 47 143 82 115. 105 .. .179 0 218 1895 0 Confl Peds.L_(#/hr}L_-._.� _ _ -11 � .- Heavy Vehicles (%) 3%0 3%• 4 3% -1% 1% 1% 0% 0% 0% 2% 2% 2% r .i',12-44,0-:Z-4.-.Tx1k Prot` •:•' Perm"::Perm Perm `�Perm .. ' Prot'"i ,. ::; ' Protected Phases 5 2 8 4 1 6 Y „= ''' "uses 2 ' 8 ;_��M' Actuated Green, G (s) 17.5 86.0 86.0 24.0 24.0 24.0 24.0 24.0 17.0 85.0 [ veGreen; g (s) 19.0. 88.0 ;' 88.0- 25.0 ,25.0 ' 25,0 - 25.0-0' 25.0 18.0 87 0 _ Actuated g/C Ratio 0.14 0.63 0.63 0.18 0.18 0.18 0.18 0.18 0.13 0.62 CCgir lam)..,.. 41.‘ 5,0 5.0 4.0 4.0 40 40 40 4.0 50 Vehicle Extension (s) 2.3 4.8 4.8 2.5 2.5 2.5 2.5 2.5 2 3 4.8 Lane Gr P p Ca P (v h) - 235 2116 9.32 108 334 2793 �M 12 230 2 266 4 v/s Ratio Prot 0.06 c0.40 0.10 0.10 c0.12 c0.52 v/s Ratio Perm ' .' ' 0:0 ' c0.24 0.07 ;:te_- ki v; ; v/c Ratio 0.48 0.63 0.05 1.32 0.54 0.41 0.80 0.57 0.94 0.84 Unifiil Dela dl 55.9 16:0 10:0 57.5 52.3 510 . -55 _-2.6 - 60.5 20.9 Progression Factor 0.68 0.02 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 j MTh-TWO I Delay, d2 ' 0.6i.: 1.0 ' 0.1 196.4 1.4 ` 0:7. .;_ . - 2.1 42.0 3.9 Delay (s) 38.8 1.3 0.1 253.9 53.8 51.7 83.0 54.7 102.5 24.7 Level of Service D A A F D D ', D F C Approach Delay (s) 4.0 97.7 64.2 ?.7 Approach LOS. `'.. . A F . F. C • HCM Average:Control`-Delay " ` ° ' 34 3` KHCM Level otEService """ = F,_ C i 11CM Volume to Capacity ratio 0.90 Actuated Cycle-Length (s) 140.0 Sum of lost time(s) : 6.0 _ Intersection Capacity Utilization 79.9% ICU Level of Service D Analysis Perio0J) 15 ??E �i �- .. ,b.1 v.ail41,A.' -'* .- �$'{t;;::,.. _ - � ,, '+ ',5-.W c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 6 1774 ttpm Tue Jun 5, 2007 08:00:08 Page 1-1 ttpm Tue Jun 5, 2007 08:00:09 Page 2-1 Kittelson & Associates, Inc. -- Project *7692 Kittelson & Associates, Inc. -- Project *7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Weekday PM Peak Hour 2008 Total Traffic Conditions -- Weekday PM Peak Hour Scenario Report Impact Analysis Report Scenario: ttpm Level Of Service Command: ttpm Intersection Base Future Change Volume: ttpm Del/ V/ Del/ V/ in Geometry: pm LOS Veh C LOS Veh C Impact Fee: Default Impact Fee It 7 68th Pkwy/Haines St B 14.0 0.629 C 17.3 0.771 + 0.142 V/C Trip Generation: Weekday PM Trip Distribution: with site * 8 Costco Dwy/Dartmouth St C 20.3 0.336 B 18.9 0.403 -1.442 D/V Paths: Default Paths Routes: Default Routes * 11 Dartmouth St/68th Pkwy C 26.5 0.602 C 30.7 0.731 + 4.211 D/V Configuration: ttpm If 17 Dartmouth St/West Site Dwy A 0.0 0.000 C 15.2 0.000 +15.220 D/V r4 V N Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 4 of 9 ttpm Tue Jun 5, 2007 08:00:09 Page 3-1 ttpm Tue Jun 5, 2007 08:00:09 Page 4-1 Kittelson & Associates, Inc. -- Project #7692 Kittelson & Associates, Inc. -- Project *7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Weekday PM Peak Hour 2008 Total Traffic Conditions -- Weekday PM Peak Hour Level Of Service Computation Report Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection *7 68th Pkwy/Haines St Intersection *8 Costco Dwy/Dartmouth St Cycle (sec) : 100 Critical Vol./Cap. (X): 0.771 Cycle (sec) : 90 Critical Vol./Cap.(X): 0.403 Loss Time (sec) : 0 (Y.R=4.0 sec) Average Delay (sec/veh) : 17.3 Loss Time (sec) : 12 (Y+R=4.0 sec) Average Delay (sec/veh): 18.9 Optimal Cycle: 0 Level Of Service: C Optimal Cycle: 35 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II-- II I Control: Stop Sign Stop Sign Stop Sign Stop Sign Control: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes': 0 1 0 0 1 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II Volume Module: 4:55 p.m. - 5:55 p.m. Volume Module: 4:55 p.m. - 5:55 p.m. Base Vol: 2 75 526 108 88 13 12 100 13 279 129 250 Base Vol: 164 424 0 0 248 16 188 0 159 0 0 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Growth Adj: 1.00 1.02 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 2 77 537 110 90 13 12 102 13 285 132 255 Initial Bse: 164 432 0 0 253 16 188 0 159 0 0 0 Added Vol: 0 0 47 0 0 0 0 0 0 43 0 0 Added Vol: 0 201 0 0 184 0 0 0 0 0 0 0 In-Process: 0 17 23 1 6 1 18 11 6 9 3 1 In-Process: 0 42 0 0 11 0 0 0 0 0 0 0 Initial Fut: 2 94 607 111 96 14 30 113 19 337 135 256 Initial Fut: 164 675 0 0 448 16 188 0 159 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.85 0.85 0.00 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 PHF Adj: 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 PHF Volume: 2 110 0 131 113 17 36 133 23 396 158 301 PHF Volume: 176 726 0 0 482 17 202 0 171 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 2 110 0 131 113 17 36 133 23 396 158 301 Reduced Vol: 176 726 0 0 482 17 202 0 171 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 2 110 0 131 113 17 36 133 23 396 158 301 Final Vol.: 176 726 0 0 482 17 202 0 171 0 0 0 I II II II I I II II II Saturation Flow Module: Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lanes: 0.02 0.98 1.00 1.00 0.87 0.13 0.21 0.79 1.00 1.00 1.00 1.00 Adjustment: 0.94 0.94 1.00 1.00 0.95 0.95 0.95 1.00 0.85 1.00 1.00 1.00 Final Sat.: 10 441 490 448 420 63 103 384 539 513 546 615 Lanes: 1.00 2.00 0.00 0.00 1.93 0.07 1.00 0.00 1.00 0.00 0.00 0.00 I II II II I Final Sat.: 1787 3574 0 0 3468 124 1805 0 1615 0 0 0 Capacity Analysis Module: I II II II Vol/Sat: 0.25 0.25 0.00 0.29 0.27 0.27 0.35 0.35 0.04 0.77 0.29 0.49 Capacity Analysis Module: Crit Moves: '••• •••• •••• •••• Vol/Sat: 0.10 0.20 0.00 0.00 0.14 0.14 0.11 0.00 0.11 0.00 0.00 0.00 Delay/Veh: 12.5 12.5 0.0 13.4 12.2 12.2 13.2 13.2 9.2 28.9 11.7 13.7 Crit Moves: •••• •••• •••• Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green/Cycle: 0.24 0.59 0.00 0.00 0.34 0.34 0.28 0.00 0.28 0.00 0.00 0.00 AdjDel/Veh: 12.5 12.5 0.0 13.4 12.2 12.2 13.2 13.2 9.2 28.9 11.7 13.7 Volume/Cap: 0.40 0.35 0.00 0.00 0.40 0.40 0.40 0.00 0.38 0.00 0.00 0.00 LOS by Move: B B B B B B B A D B B Delay/Veh: 29.1 9.6 0.0 0.0 22.7 22.7 27.0 0.0 26.8 0.0 0.0 0.0 ApproachDel: 12.5 12.8 12.7 20.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay Adj: 1.00 1.00 1.00 1.00 AdjDel/Veh: 29.1 9.6 0.0 0.0 22.7 22.7 27.0 0.0 26.8 0.0 0.0 0.0 ApprAdjDel: 12.5 12.8 12.7 20.4 LOS by Move: C A A A C C C A C A A A LOS by Appr: B B B C HCM2kAvgQ: 4 5 0 0 6 6 5 0 4 0 0 0 AllWayAvgQ: 0.3 0.3 0.0 0.4 0.3 0.3 0.5 0.5 0.0 2.7 0.4 0.9 Note: Queue reported is the number of cars per lane. Note: Queue reported is the number of cars per lane. "' Traffix 7.8.0115 )c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND V CN H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 5 of 9 ttpm Tue Jun 5, 2007 08:00:09 Page 5-1 ttpm Tue Jun 5, 2007 08:00:09 Page 6-1 Kittelson & Associates, Inc. -- Project #7692 Kittelson & Associates, Inc. -- Project #7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Weekday PM Peak Hour 2008 Total Traffic Conditions -- Weekday PM Peak Hour Level Of Service Computation Report Level Of Service Computation Report • 2000 HCM Operations Method (Future Volume Alternative) 2000 HOM Unsignalized Method (Future Volume Alternative) Intersection #11 Dartmouth St/68th Pkwy Intersection #17 Dartmouth St/West Site Dwy Cycle (sec): 90 Critical Vol./Cap.(X): 0.731 Average Delay (sec/veh): 1.8 Worst Case Level Of Service: C( 15.2) Loss Time (sec): 16 (Y+R=4.0 sec) Average Delay (sec/veh): 30.7 Optimal Cycle: 71 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Approach: North Bound South Bound East Bound West Bound I II 11 II 1 Movement: L - T - R L - T - R L - T - R L - T - R Control: Stop Sign Stop Sign Uncontrolled Uncontrolled 1 11 11 11 1 Rights: - Include include Include Include Control: Prot+Permit Prot+permit Split Phase Split Phase Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 Rights: Ovl Include Include - Ovl 1 11 11 11 1 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volume Module: Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 Base Vol: 0 0 0 0 0 0 0 407 0 0 588 0 1 II II II 1 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.02 1.00 Volume Module: 4:55 p.m. - 5:55 p.m. Initial Bse: 0 0 0 0 0 0 0 415 0 0 600 0 Base Vol: 62 246 186 154 100 160 176 152 22 41 72 243 Added Vol: 70 0 82 0 0 0 0 122 62 72 131 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process: 0 0 0 0 0 0 0 11 0 0 42 0 Initial Bse: 63 251 190 157 102 163 180 155 22 42 73 248 Initial Fut: 70 0 82 0 0 0 0 548 62 72 773 0 Added Vol: 0 0 0 0 0 43 47 47 0 0 39 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process: 2 3 0 43 14 41 10 16 2 0 7 5 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Initial Rut: 65 254 190 200 116 247 237 218 24 42 119 253 PHF Volume: 74 0 86 0 0 0 0 577 65 76 813 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Adj: 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.78 Final Vol.: 74 0 86 0 0 0 0 577 65 76 813 0 PHF Volume: 84 326 243 257 149 317 303 280 31 54 153 324 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Reduced Vol: 84 326 243 257 149 317 303 280 31 54 153 324 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II II II 1 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Capacity Module: Final Vol.: 84 326 243 257 149 317 303 280 31 54 153 324 Cnflict Vol: 1168 xxxx 321 xxxx xxxx xxxxx xxxx xxxx xxxxx 642 x,cxx xxxxx 11 11 11 1 Potent Cap.: 190 xxxx 681 xxxx xxxx xxxxx xxxx xxxx xxxxx 952 xxxx xxxxx Saturation Flow Module: Move Cap.: 178 xxxx 681 xxxx xxxx xxxxx xxxx xxxx xxxxx 952 xxxx xxxxx Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Cap: 312 216 xxxxx 198 202 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adjustment: 0.94 0.99 0.84 0.94 0.89 0.89 0.95 0.99 0.99 0.99 0.99 0.85 Volume/Cap: 0.24 xxxx 0.13 xxxx xxxx xxxx xxxx xxxx xxxx 0.08 xxxx xxxx Lanes: 1.00 1.00 1.00 1.00 0.32 0.68 1.00 0.90 0.10 0.26 0.74 1.00 1 11 11 11 1 Final Sat.: 1787 1881 1599 1787 539 1150 1805 1683 189 486 1389 1615 Level Of Service Module: ' 1 11 11 11 1 2way95thQ: 0.9 xxxx 0.4 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.3 xxxx xxxxx Capacity Analysis Module: Control Del: 20.1 xxxx 11.1 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.1 xxxx xxxxx Vol/Sat: 0.05 0.17 0.15 0.14 0.28 0.28 0.17 0.17 0.17 0.11 0.11 0.20 LOS by Move: C • B A • • Crit Moves: •••• •••• •••• •••• Movement: LT - LTR - AT LT - LTR - RT LT - LTR - RT LT - LTR - RT Green/Cycle: 0.31 0.24 0.39 0.49 0.38 0.38 0.23 0.23 0.23 0.15 0.15 0.35 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.28 0.72 0.39 0.53 0.73 0.73 0.73 0.72 0.72 0.73 0.73 0.57 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Delay/Veh: 23.3 36.8 20.0 16.7 28.4 28.4 38.6 37.9 37.9 45.8 45.8 25.1 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared LOS: • • • • • AdjDel/Veh: 23.3 36.8 20.0 16.7 28.4 28.4 38.6 37.9 37.9 45.8 45.8 25.1 ApproachDel: 15.2 xxxxxx xxxxxx xxxxxx LOS by Move: C D C B C C D D D D D C ApproachLOS: C • HCM2kAvgQ: 2 10 5 6 12 12 9 9 9 7 7 8 ... Note: Queue reported is the number of cars per lane. VNote: Queue reported is the number of cars per lane. V Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 6 of 9 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 9: SW Dartmouth St & WinCo Dwy 6/5/2007 ' _. _ :_ .i�A.At }a.s: �.�..a -i'I'�rs ri::,-- t�l __f! f ...At i. °`s :.' Lane Configurations ) 4� 11 44+ er 4 rt. ) '+ Ideal Flow (vphpl) 1900, 1900---,:=1 ,' x. 900 1900 -.1900 1900- 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1 0o . 0.95 "' 1*:00- 0.95' 00 '-.7.0:95 0.95 •;1.00 1..Q>1 00;x. Frt 1.00 0.96 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 Fit Protected 0.95 1.00 0.95 1.00 1..00 _. 0.95 0.95 ' 1.00 •0 95 b0 jii Said. Flow(prot) 1805 3464 1805 3610 1615 1698 1704 1599 1787 1603•Fit Permuted 0.29 1:00 - : 0.38 1.00 1:00 0.95 : 0.95 1.00 0.95 1 00 `,J/ Satd. Flow (perm) 546 3464 717 3610 1615 1698 1704 1599 1787 1603 y0lume (vph) ...1`..1•?...-.,, ,5,7:_,;:L..-j32 . 195 558 ,_t32,, „141 2 211_ 31 • 2 143 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 AC-Plow(vph) 149 '37-6..77139. 205 587 139 " 148" 2 ,is;w _ 33 2 ':`: 151 RTOR Reduction (vph) 0 50 0 0 0 85 0 0 207 0 143 0 e Groupyirlow. (vph) 149 465,E 0 205 587 54 _ _ 74 76j5} 33 . 10 ; stQ Heavy Vehicles (%) 6°A 0% 0% o% 0% 0% 1% 1% 1% 1%° 1% 1% Wurn Type pm .pt: - pm-f pt -0 Split Ove Split r Rrt .� . Protected Phases 5 2 1 6 4 4 1 8 8 Permitted Phases 2', - 6 8 : :: Actuated Green, G (s) 30.0 24.0 28.0 23.0 4.0 2.7.0 27.0 5.0 4.0 4.0 Effective Green, b (s) 30,0. 24.0 28.0 23.0 - 4.0 27.0 27.0 5.0 4.0 4:0. ` % Actuated g/C Ratio 0.39 0.32 0.37 0.30 0.05 0.36 0.36 0 07 0.05 0.05 Clearance•Time (s) 4.0 4.4.E 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 315 1094 . .. 336' 1093 85 603 605 105 94 84 v/s Ratio Prot 0.04 0.13 c0.04 0.16 0.04 c0.04 0.01 0.02 0.01 tr �/s:Ratio Perm 0.15 00.18 '00.03 ,: v/c Ratio 0.47 0.43 0.61 0.54 0.63 0.12 0.13 0.14 0.35 0.12 Uniform Delay d1, 15.7: 20.5 18.0 22.1 35.3 16.5 16.5 33.5 _ 34.7 343 Progression Factor 1.00 1.00 0.80 0.85 0.94 1.00 1.00 1.00 1.00 1.00 incremental de ay d2 1.1 1.2 z3. 1.3 10.4 0.4• 0.4- 06 ` 2.3 0 6 =_ ` Delay (s) 16.8 21.8 16.7 30.2 43.6 16.9 17.0 34.1 37.0 35.0 D C Level of Service.`. ; B C B C D . B B._ C Approach Delay(s) 20.6 22.9 27.2 35.3 A p pr `L oacOS C C C D -HCM Average Control Delay7, 4y-. 24 0„ E HCM`Leve1`of'Seniice ,';-'1*' C , 4 _-, HCM Volume to Capacity ratio 0.38 Actuated__Cycle Length (s) 76.0 Sum of lost time (s)...:. 16 0. Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis'Period(min) ' 15 - i ) ,-,0,'.:F.4''ri _-,:4 .kf •., 3 i. c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 1 1778 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 10: SW Dartmouth St & SW 72nd Ave 6/5/2007 - -0* c '14- k- 4\ - t t \* 1 4/ Lane Configurations ) T r ) 1+ '1 't ) . + eal `�e.'k 'o k .1,' �,_ y ( 900 1900 1900 1y90O rt,1900i 190( ' :1900y 900 1900.,;:. 1900 ..,fag Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane,UtiC4 cti t00 1100 - 1.00 _ 1.00 , 1 0 lOd : -X1,00 1.00 1.00•Frt .1.00 1.00 0.85 1.00 0.98 ... 1.00 0.98 1.00 1.00 0.85 FJt Protected 5`-_ 1..00 1.00 _ 0.95 1 0 5 ti a i-5 ;_1.00 ..1_.00. Satd. Flow (prot) '1787 1881 1599 1787 1835r • 1787 1848 1805 1900 1615 g �`Pe fia . ., ... i 1:00 1.00 0.51 -I 7.0 0"'s fi. O'.36 ' 0a,:, l ,tk0 3G. 1:00 . •1.0Q Satd. Flow (perm) 594 1881 1599 951 1835 686 1848 689 1900 1615 X17 1e r 4,' to .7 "251 211 109 337;! 66 '401 45 i' '4 g 87 §'> 20 147 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 dj Ffo ph) „ -. 1_ 264 222 115 ,355 ' 69 422P363_- ;°_,49 9 21<6 ;55 RTOR Reduction (vph) 0 0 190 0 8 0 0 7 0 0 0 123 Lane G u Flow{p 64`t ;X32+ ,115 416 0 422 „405F_, 092216 % 32 Heavy Vehicles (%) 1% 1%° 1% 1% 1% 1% 1620 -T°70 1% 0% 0% 0% !iS g+FILfi"� :_' �.., .rfKrt ` y� N`..-.'k 3'-l� .��}.1i t!�i:4 i.Y', i- - jj Tuttill4W JR1i 1? _.,t1 I C} 610.4 PEM' Ar �;R P. � : ;.4 ii& a ,. t.-i.;', Protected Phases 5 2 7 1 6': 7 4 • 3 8 's.'„"%.`i4 "a. �„au n 9 ^4.[ c!�ro,. F 1`F F.�TC trS ez= Pe m e eggs 2, _ ,4„ �, 1"'• 4 Actuated Green, G (s) 34.2 28.4 11.0 32.2 27.4 30.8 22.8 19.8 15.8 15.8 gree �vE:70I. n:;g (s). 34.2 28..4 1 ..-30.8 22 8 _ , . 19:$ 5 8 ;a 8• Actuated g/C Ratio 0.45 0.37 0.14 0.42 0.36 0.41 0.30 0.26 0.21 0.21 Clearance Times) , .'4:0` 4.0 , b> .0 4.0'=' 44.0 4 0/LNTA Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap.(.vph) :. 358,• 703 23'1 1#?l a,k 437 -554; 3$ 395 '•; ,336 v/s Ratio Prot c0.03 0.14 0.02 0.02 c0.23.` c0.14 0.22 0.02. . 0.11 R tjo Perm 0.15'; , 0 0.01111111111CPTPZFARDE . 07:0 _ . 0:02• v/c Ratio 0.40 0.38 0.14 0.25' !-.0.63-: ' 0.97 0.73 0.39 0.55 0.10 ; i m:Delay.d1 215. 17.3._ 28.4 1_6 _-..._____ ''.20 1 ` X23 9 2 :.16r Progression Factor 0.50 0.54 1.91 1.00 1.00 1.00•,8 X1.00- 3 1.00 1.00 1.00 Incr 6'I Delay;_ '111W.6 113 012 0`.3 "4.5 1' = - ` 1. a ;• Delay (s) 11.5 10 7 54 5 17.2 24.6 .0 28.8 23.1 - .28.5. 24.5 Leue! o.f Service':. _ i:B; t 'B DA C. C - Approach Daly (s) ='`;::. 26.3 '.23.0 c. 41.5 Approach I OS - 6 1:1-W verageControl?Dela. y 30.7 :41 z; _IV.. o 'e HCM Volume to Capacity ratio 0.71 ' ActuatedLCycle.Le rig th (s) 76.0" `=h; utxnis 1170: Intersection Capacity Utilization 75.7;0 ICU Level of Service - D Analysis Period(min) ,_ 15 c Critical Lane Group • • 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 2 1779 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 12: Beveland & 72nd 6/3/2007 f ' T I '- k- 4\ t P `► 1 Lane Configurations ) 14 ) to I I, r ) 10 deal lavphpl)' 190s j€c7, :'y j` x'00 190'4 ilAy, ,1,.::,4(pL-; ;...Cfg- -. Q4 a gm . i; Grade (%) - 0% 0% -1% -1% : ' 3.0 3:0* , :0� . 3 e�-� .� _ .� 1;°t*,. Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1* ed/blkea 1.00 1.00;: ,,, 1.00 1.00 1.00 a < -:'`:a is ;.z_ 90'* � C e �3 a".,: aP Flpb, p 1.00 1.00 1 00 1.00 1.00 0.9 1 00 0_.8' W 1.Qe4 e. ,.: :`y e a A :- F t rote- ed 0.95 1.00 0.95 1.00 ` • • 0.95 1.00 1.00 0.95 1.00 a F- ,F pi 6, t 1770 1671' ,I80 51 776 ' 187 '45.:91B8 1=88 Flt Permitted 0.95 1.00 0.95 1.00 0.34 1 00 1_.00 0.09 1.00 8a t`I Ffow" per 1770- $Z1�.`�`.`-'°' 'I8b '1`6-f5 °'626 1 872 x-'18 Sfl Volume (vph) 34 32 70 501 0 17 39 022 22 27 483 11 peak-hour factor_:PHF ,-, 095 0 90- 0 95__ 0 95` :.0..95 0.95_,s Q 95 ;_.0..p5;;;.:. 0:9 ,.' i.°�� A ° ..,-9:5 Growth Factor (vph) 100% 100% 100% 100% 100%0 100% 100% 100% 100% 100% 100% 100% ■'a B��',.6°0a13) ; gw - 7 _. ' ' '' 18 7.41 865"' 23 28 508'= l RTOR Reduction (vph) 0 67 0 0 15 0 0 0 10 0 1 0 wT ' g_): g 3 :. t mss`'° 2 _.3 l_.-...0 . _, 41 865L. }__.13 ..._28 _b1.9,._ .. 0 Confl. Peds. (#/hr) 2 3 3 2 0-A 0/°. 1./0 51 0 . ,3 q_ ' ./o, e1: ehicles(°I°) 2%T ' 2%-, 2- /. .a. Turn Type + Prot Prot Perm Over Perri T d. -e vhasesA MT 1f k a t ',8 ` r 4,i 0i,„ 2 ,F..d�i.85 `26 7 Permitted Phases 2 6 A EG1een; G (s) 17.1 8.9 - 26.0 17.8 53:1 -: 53.1 26:0 53.1 53.1 Effective Green, g (s) 18.1 9.9 27.0 18.8 54.1 54.1 27.0 54.1 54.1 Ac uated-g/C Raif'' �.- 0.18 0.10 0.27-. 0.19 r-,-'7-7- - 0.54 0.54 0.27 0.54 0.54• Clearance Time (s) 4.0 4 0 4.0 4.0 4.0 4.0 4.0 4 0 4.0 Vehicle Extension'(s) r' 3.0 2.5 3.0 2.5 _ 2.5 2.5 , 3.0 2.5 2.5 Lane Grp Cap (vph) 320 165 487 304 339 1013 430 95 1019 v/s Ratio Prot `0.02 c0.02 c0,29,:. 0.00 .446 0.01.: . 028 • v/s Ratio Perm 0.07 0.16 v/c;Ratio 0.11 0.25 12140.01 0.12 0.85: ,0.03. 0.29 0.51 Uniform Delay, dl 34.2 41.6 36.5 33.0 11.3 19.6 26.9 17.5 14.5 ,ro; o s .on Factor 1.00 1.00 . 1.00'71.00 0.78 ;. X62 .' 0.76 1.00 1 00:::�: Incremental Delay, d2 0.2 0.6 64.8 0.0 0.5 6.5 0.0 71 1.8 b 5 34.4 42.2 101.3 33.0 9.3 18.6 20.4 2.0.3 16.4 Level of Service C D F C A B C C B pproac-C3er M' 40.3 99.0 18 3 16 G L Approach LOS D F B B HCM Average Control Delay 39.6 HCM Level of Service D HCM Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 84.4% ICU Level of Service " ' E y -"=_$ ...��-. .in: Analysis Period (min) 15 c Critical Lane Group ' !; - , - _ _; ',, `^,; � 4`' ; 1 i a A:: y: x ..,... .. =.-T 3�w�..;k., vl_. - ff' i 'z � 4� �I...,.t'-C' eta.r.��^7i.' .N!+' 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 1 1780 HCM Unsignalized Intersection Capacity Analysis Weekday PM Peak Hour 13: Hampton & 72nd 6/3/2007 ---,,.- - Lane Configurations 111111111.4 0 ++ Pibiffcd .tr " .,_ z:i e Grade -1% '. . F';'" 0% .:,• ival , Peak Hour Factor 0.!0 0.90 0;.!I;i ■3 .• r 3 :‘11 090„4.4.::- *I.,--)i, r- ,- , - • - Pedestrians 1 u0 ; :,..; r 1 ()L, Pa77.4ir . Walking Speed (ft/s) 4.0 0,r ,!':.c 4, n.r 'f. ' ,-'0 ' - • : rt. r4glatirciggii Right turn flare (veh `JO.!' no ') ''n i -) i.-..: :1 71ELLE,dritilfp,.1, 4•I i i-,------ -- Median storage veh ,,I:fp-sTreib-fial 0 _- :,.:-:,:f 0 . . .. . - pX, platoon. unbLocke• PSWALlictinggiplitm vC1, stage 1 conf vol . , -, .-,- .7r,• r, ,',; -„ ;,„ -; ,- VC27,1iFigg.3,2766f1 vCu unblocked vol 1689 - - 121 i.011'sin len tC, 2 stage s ."--- . — -- ---- . p0 queue free% 100 . 89 100 - • -' ,,- ' ,--.211--stmemixamammtamosinainamemor; l 13P.', VCrill-Tie rffil --- — 49`---635-- 574 607-607 Volume Left 0 0 0 0 0 V6inTRight 49 0' 2571M107A11111111111111111111111111111111111111111111111111111 cSH 439 1700 1700 1700 1700 Veiti.rne to Capacity 0.11 0.37 0.34-- ti. " - 0.36-IllarafarifillariNNIMINirigrai 36 Queue Length 95th (ft) 9 0 0 0 0 CiiiifFOT15-6167-(g)---"'- 14.2 - 0.0 0.0- 0.0 0 01111111111111,111111111111111111111111.111111 , Lane LOS B Approach Delay (s) 14.2 0.0 . - 0.0 .lagmegagasimmiggii. Approach LOS B . . . ' rnikz.+N.,-sAlift.gA:kFIV.Iir4(iroz:':„: .- ' , , Average Delay 0.3 lfiWr: -eBTIO-TiTraTi'EiI9-CJfNrZgfiOR'-'77741.4°/o'.- ' '.ICU rg'\761-6.f8Tr-vlaWC---7,47-&-W,IMPRIEMIEN Analysis Period (min) 15 : .. • 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc Page 2 1781 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 14: NB Ramps & 72nd 6/3/2007 r t p �► l Lane Configurations t3..: + @_ial ps'� ,`/ p., r�3 d , ;. 91 Ge: 71<<: tu�� °0 L Grade (%) 1% `'::` • 2% en. Lane Util. Factor 1.00 1.00 .95 .00 .01.. ti , Flpb, ped/bikes 1.00 1.00 1.00' 1.00 11.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 mriminsTmximewmusummismisommim Fit Permitted y 0.95__{1.q00 1.00 0.95 1.00 - a�1 aKr P�... f frf 4•.�y�*+�'1ai76. . _.._ /;alit,. Volume(vph) 344 429 659 488 246 846 Y `fin �x a?,age- .e Growth Factor(vph) 100% 100% 100% 100% 100% 100% alu.a l a t z F4 P i1 r!T.'al il: 4-�. 1• q f��.Y..�p ; RTOR Reduction (vph) �0 276 126 0 0 0 Confl. Peds. (#/hr) 1 Turn Type Perm Prot 1t cf,„ a.. .1 s - me:_'�t '+ s»•m�°,1:3 1T"1'.Rirz' 4r :.. ,. _ Permitted Phases 4 t- G1ee� s,� 24.1' 241 45.8.4W,-., .17:61 c:67" Effective Green, g (s) 25.1 25.1 47.3 18.6 68.9 leftatea^eRatio g 0.25 0.25 0.47 .ek-.S+affi.w.l'�ktAdAYk gnu.-... _- _ - •. Clearance Time (s) 4.0 4.0 4.5 4.0 4.5 Vehicle Extehsion (s) 2.3 2.3 4.5 2.3 4.5 -;'* ` Lane Grp Cap (vph) 438 386 1583 329 1283 V i,-; aS:T 'rot c0.22 0.35 °: c0.16 v/s Ratio Perm 0.14 yNC..Ratio 0.89 0.55 0 74:'� i ��r��$�`' 0.7 - - as Uniform Delay, dl 36.2 32.5 21.4 39.4 10.0 Prog ession Fa : "` 1.00 1.00 0.49 Incremental Delay, d2 19.8 1.1 3.0 13.8 2.9 . 55 9 33.6 13.5 56.5 9.8 ryy Level of Service E C B E A 4PT'Dely=ts) 43.5 13.5 20 = ` _ y , ' Approach LOS D B C HCM Average Control Delay 23.7 HCM Level of Service C EIC. Z 914. a a row 0 80' ..tom Actuated Cycle Length (s) 100.0 Sum of lost time (s) 6.0 i"rifersection Carla si owl i ttaj w ziotiVA 'ICU Level of Service* . D Analysis Period (min) 15 tegittiU^ .a-es -'� u °g., icat`,Lane G,ro ` , ��r, � bx .. ' : t ; 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 3 1782 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 15: Hunziker & 72nd 6/3/2007 t 4\ at 1 1 Lane Configurations ''f 4'1, It !de : ,,t 18. i1 90_ 191 JQoi .0 .1, ( -_ Fr�. Total Lost time (s) 3.0 3.0 1. 3.0 .. Frpb, ped/bikes) r 0. v- ; u;: 'I.00 ..,0.99 ti*-. Fg r. j , _ : .,06 Frt 0.:I '. .wQ . 1.00 0.94 . , 1 itT,-,ro" Satd. Flow(pro%y,. 31 2 e, f";). +:1734 1i F Satd. Flow •e 3162.;, r. „r,,3 3 :'• 134 . Pea -hou0 factor; 'HF 0.90 :0.90. 0.90`: 0.90 0.90 0.90 -Or '1.00 Adj. Flow (vph) 1 ' 328'. t.,; 0 •,'1064 737 586,E Lane Group Flow(v.h' 219" 0 0" 10:• 1298 0 Heavy Vehicles (% 2% . 2% 2% 2' 2% b2% ,,T,T7 e Protected Phases 8 -,,y ,6 2 Actuated Green, G (s) 9.7 82.3 82.3 Actuated g/C Ratio 0.11`' 0.83: : 0.83 ,Meet rlm _ Vehicle Extension s) 2.3 . 1- 4.21 A .2 a r Goa v/s Ratio Prot c0.07 '- ',0.3' ,te'.75 , � fIO, ervr v/c Ratio 0.65 1 C: '0,36: `0,90 61l_Q F1RaY tg" '?o Progression Factor 1.00• . t • , + 1. 1- .- 0.66 -:; ncr a Mid2� Delay (s) 46.4; 2.7, 9.4 Ens, ° V°' a - Approach Delay 8 46.4 2. ..= 9.4 Egb T7,0 -r41'''''. -74inismifirmsarifianimiminamisiiiwass iii,, ,,,, -� 'AWAIT-01V, , HCM Volume to Capacity ratio 0.87 __j i i e° e`.:� 1EITA ',".'"t 4 Apt 4:s ..1114x§); ytgU; 6-0 AIIIIIIIOIIIIIIB Intersection Capacity Utilization 88.0% ICU Level of Service E c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 4 1783 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 16: Varns & 72nd 6/3/2007 f --I• C 41- 4%.` 4\ Lane Configurations 4, 4 r 11 fr., 4.c'golVrt.M.11107:?,. ._etiCigNtko_6)77P-tr.c',WATMEggiinils Plig--.110 Grade (%) 0% 1% - 1% -1% :,9--,l'os 'tad Lane Util. Factor .1,!0 . ''' .00 ' 1.00 1.00 0.95 • 1.00 1.00 _,.. • . oyiiiwillliwthi-0-c;ti- -",,,-- --,be 1--v, 4'0 Flpb, ped/bikes 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 E'7,IttigaiN:-4.1iY:cr7.1iii.: Flt Protected 0.96 0.95 1.00 0.95 1.00 0.95 1.00 Mit.:,• 0011.: ,.''',.'', 1.,,SATtll IMMMIXIMit..._;, 61-_,A: 140EARPTIZI-07.:iA7-1: Flt Permitted 0.71 0.75 1.00 0.95 1.00 0.95 1.00 oramwm-peccrare- toTst-;*1:414 :-. -:--. 1-i;".8:1;.i.'-:II:7AZ/e' .t.4:7 :'_7"V?:',-;" 14;:f.,-7..'i-c;: -,, Volume (vph) 24 4 3 155 6 77 2 856 192 311 639 8 MITStigragaglaCk6731°°'C.;Marg_862191°S-atarkM°ftii2=t=e8fkrt.;-.0-113'..7=0/MT#37.-; Growth Factor(vph) 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100°A, P7779OW'Y''Iiiiiininten: 71'=.1 _*!1:5,6V4ktiii.=F;F403-WaFifiCJIVig:417° 4..j' fl-,45f4.4t'W.O. RTOR Reduction (vph) 0 2 0 0 0 31 0 19 0 0 0 0 one Gi'et711.0w (91-1) 9,..--,-31- 34: Confl. Peds. (#/hr) 1 1 3 g m'efi:Ide ' 7- 411PA,..,/W!;i 'Di.'„VoRX0V4.4 !*,1,7-:,--.W4%1‘7;:':,,;'-`1i4.- ?..7:. '43 Turn Type Perm Perm pm+ov Prot Prot 6---EilTAAR.NSSW-Mr7Ft:!. .:14fit.:Vr.W4Mar:::4:74.; ;X:01476'-tilkil=frkPm.4444VAtla; Permitted Phases 4 8 8 et-a-ftrfelOffre en i G (s)- ---•,. 16,51w*A--0-*Tk.-- 16 5 44 ;Y:28.2 - 70.411,-;14 Effective Green, g (s) 17.5 17.5 46.7 2.1 44.3 29.2 71.4 MiffM,14:M4-",W:4 b.18 i-;:-4.wil-W,---reaMirilM:.-WftWo',471VSY241-Fti-TM';-,67-29 0 71 '17W,12tItt ) . Clearance Time (s) 4.0 4.0 4 0 4.0 4.0 4.0 4.0 WaniEra,*'flitS11t4:1: 1i." 4,".f4",:7 -cj'7.4,,::.-4?-0,-,PF,&t'f- Pc45JT::: :VMMINNarg5.4:7_ Vg:Siliii.train Lane Grp Cap (vph) 233 242 771 37 1517 519 1334 rffiatiOrA-07.: :;-..-17.::-4:*,:;;:=45M.:77-'Ze. :1,4)*'-i-WV:4-.10.;02-1...1140,.-,c. v/s Ratio Perm 0.02 c0.13 0.01 !iPtii^:: :*-,:1;.'IM,WARtrieg.r.'4'.',.0..Mirt4t41:VPAMV.7 , -';A0 0 1M1C,5'.1:1:: Uniform Delay, dl 34.9 39.2 14.7 48.0 23.4 31.2 6.7 04:40g-E4- 44.0i!'.0.3.17Q1.,:- Incremental Delay, d2 0.2 11.3 0.0 0.4 3.7 1.4 0.8 .::,..1% Aror.* Ife;_._Dra:451----T.41, :4,7,-.;..2,::''...''''..,V2,70.,.,..,:ffigFAVZIF.1787407:.," 1-• '--4t,""?' Level of Service D D B D C C A IFMC.1!TT653174_10e:.":43'WOMIRMilittefgvirCzTa-'`i.:::-::;,. .. .--'7'''''‘4-'4" r.4.'P"'=-4 ,...,. ,,,..! . -,. ,.4,'t.ii.vef...-,,-. :,:',Y'e• Approach LOS D D C B HCM Average Control Delay 23.8 HCM Level of Service C ,';'?:41r14.W:7721rWrieteragel:.titt:- "q'nq:M' WONIVNP3nrlii-#711tAVtIVIN:4 Actuated Cycle Length (s) 100.0 Sum of lost time(s) 9.0 itifelTe'affEiTCirigditcitffirThfiti 44ww-6..07.,,, Tietyrevercif-s--60w Analysis Period Period (min) 15 9-:,...cct194,11-afiP;Pro1-11 -T-1. -',1'Wii.':RFAMIT:igite";.- 4.*0"::_ 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 5 1784 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 1: Highway 99W & Hall Blvd. 6/4/2007 f c 1- k 4\ ♦ P \* i 4/ Lane Configurations 1 fl ++T '� lde7".Flow;y h p I 900` 1900 i OliregtYrk ps 1900 a 0" .t'.7 g e ,, :900 -r"9001'. 1900 1900 Total Lost time (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lune tF Fact ` 1 010kA B3, . �D0 *`0.80 1.00 ,,1.00 1:00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 FifPro 0-cted r„`0 95 ;'1 OQ <0.95 1.00' 0:95 1.00 1.00' 0.95 . 1_.00 1:00 Satd. Flow (prot) 1770 4626 1787 4461 1.; 1752 1845 1568 1770 1863 1583 Fit Permitted 0.95 1.00 0.95 1.00" ;'. 5 '�1.00 1D©4' 0.95 1.00 1.00 Satd. Flow (perm) 1770 4626 1787 4461 i- 1752 1845 1568 1770 1863 1583 Volume (vph) 148 1303;..;!'� 24'.: 163 1519 6'ir'131 76fk te D9 197 114 71 Peak-hour factor, UHF 0.95 0.95 0.95 0.95 0.95 0 95 0.95 0.95 0.95 0.95 0.95 0.95 Adj._;:Flow (vph), . .: 156 137 ' 172 1599 138 '80 , 220 207 120, ;'-:75 RTOR Reduction (vpli) 0 1 0 0 6 0 0 0 191 0 0 64 Lane Group Fl '(vph) , 156 13960';'" x,72:. 1731 0 80 148 207 ., 120 11 Heavy Vehicles (%) 2% 2% 2% 1% 1% 1% 3% 3% 3% 2% 2% 2% Turn Type ,),,i'rxi*emva., Prot ` Prgt,�s,r .,-. ,., ..r��:;= az f rot ,;Over Pm t Over Protected Pl'cise8 .5 2 1 6 3 �8 1 7 4 5 permitted Phases,_ `� AV .< Actuated Green, G (s) 17.0 56.7 ,-; 14.7 54.4 : ,,,,7.7 14.1 14.7 17.5 23.9 17.0 ctrve GreenL:.g;,(s) 8 0 587 : 15 7..4 56.4h ��1.5.1 , ;95;7 : 18.5 24.9 18.0 Actuated g/C Ratio • 0.15 0.49 , 0.13 0.47 0.07 0.13 0.13 0.15 0.21 0.15 Cfearan e-dine"�s °�'$:t7' ` �, -d7-ri -. .4 0�,,...1-• . 5.0 , . 'u" 4:0 - 4"0 4:0 Y 4.0 4.0 4.0 Vehicle Extension (s) 2.3 4.8 2.3 4.8 2.3 2.3 2.3 2.3 2.3 2.3 .ahe,.Grpcap (vph) ' 266 2263 234: 2097 _ „127 232 205 r.273._ 387 237 v/s Ratio Prot 0.09 c0.30 _ 0.10�c0.39_ 0.0.5 c0.08 0.02 c0.12 0.06 0.01 v!s'Rato Perm ' ;', rte- v/c Ratio 0.59 0.62 0.74 083 0.63 0.64 0.14 0.76 0.31 0.05 UnifoLm Delay_ dl. ,. ,:_47 5 .,22 4_z� : ;_50.1 27.5 . 54.1 49.9 46.2 48.6 40.3 43.7 Progression Factor 1.00 1.00 1.14 0.75 1.00 1.00 1.00 1.00 1.00 1.00 ncremental []el ay, d2 -, !;,11 �; ' : 4 7 k; 2.9 _ 7.:7r 7 ...0.2 10.6 0 '3 0.0, Delay (s) 50.0 '_23.7 . , 65.3 23.7 61.7 54.5 46.4 59.2 40.5 •43.7 Approach Delay(s) :x26.3... • )27.4 51.8 50.8 ,..n.. _ 6,p'proach LOSS C`. > ,::D. .... . D , ° .. HCM Average Control Delay . " 3 ', i HCM Level of'Service" " , " C - HCM Volume to Capacity ratio 0.75 . M a"T'Od Cycle Length (s ,um of iost time,; .� 9.0 ,: Intersection Capacity Utilization 72:1% • ICU Level of Service C Analysis Period (min) 157 c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 1 1785 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 2: Highway 99W & 21 7 SB off/on-ramps 6/4/2007 \ ;:': • • .. •. , ) Lane Configurations +• V ,,LPF.: .,-....:_pW7 -• AFiara,,,It7,:,:974:MANM.X.!,.7.7-i.EVNT.,:atf-F •.6aVEIMBETREINEMBE Total Lost time (s) 3.0 3.0 10 3.0 3.0 3.0 3.0 , ,i ===. = le, , ra-rigiffirraOWTitagMfig5.77:17,13 o:,-:,::4sol-gAgs--*:.:wft-wiY:6571 00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 0.98 . Elipiped/bikes:,... . _. , , .. ,.:.:::,..,-,..,-1..00A-WITIVIT-Mfa.V.DV7-.70Lp,L„1.op•Aalill111111ME Frt 1.00 0.85 1.00 1.00 1.00 1.00 0.86 FitEgAgfeW".r''• - "2.-r-..:--790071149A-tt5WP:IPTMlIW:SW 6:95'1'7ATIMINallIME Satd. Flow(prot) 3505 1568 1770 3539 1698 1698 1566 i .:...,L,: . :„.:,:_,,., 100 4111.50X3K9M:kfaliegii:9-40..0.95.:, 1.00, 1111111.1E Satd. Flow(perm) 3505 1568 1770 3539 1698 1698 1566 ki,611j7A-pph). -: -- ' --::•-• - "O' -15plP1--''JS.K145 -7-*0.Zt45Pa-VIL-8 389 - : cralltit Peak-hour factor, PHF 0 98 0 98 0.98 0.98 0.98 098 0.98 0.98 0.98 0.98 0.98 51p-Mp h) , .::7,t7,:'.', , :L..:.0, , 153 ?iai.:236.,:L106; =„1484.M::,,,,,L 0,:-.1s :6,63.,. ..i.:„„8,,'i•.a3.97,SAI.10.,.4.= RTOR Reduction (vpli) 0 0 87 -6 0 0 0 0 44 0 0 v-4-6-9ffibrs.oic), (Vph) 7' 0 16 ---:71'714'077T.10:04,::.44t .' : ,.'.,:i.r. •.-7-:.2::,:-15-'Y 'l"..-0M-9,,TIM Confl. Peds. (#/hr) 7 HeiN/YWIEris (%) 3% 3% . 3% 2`)/0 :*-2W:::-2%/In't :.,.4,1%,:. . 1% 0% 0%=, Oa Turn Type Perm Prot Perm Perm pi-4fe:61.60:Phaes ' . 2. '' ' " • . ''..::1,','-i-,fiRAWAKikk.7.:i.7477,4- Permitted Phases 2 4 4 WitajGreen,.G (s) 66.8 . 66.8 11.3- . 82.1 :' 'W:!7"7ir:"28.9 •, 28.9 , 28p.,-AsvAu. Effective Green, g (s) 68.8 68.8 12.3 84.1 29.9 29.9 29.9 6:40.:ffemolgatio 0.57 0.57. 0.10 0.70 . : 0.25,,:: 0.25 0.251:74=E;TeZ .'-'7F„gairti Clearance Time (s) 5.0 5.0 4,0 5.0 4.0 4.0 4.0 VehiclaMeTisibn (s) 4.8 •-- - 4.8 2.5 4.8 :7-11-.P7: 2.3 - 2.3,.'i'-7','''-',''''.';':7':'*;'::-.7=41-i- :-• Lane Grp Cap (vph) 2010 899 181 2480 423 423 390 Fi.eXMIT-Wit-WE't ,' . c0.44 = • 0.06 c0.42 • • : ' ' ' !:''' v/s Ratio Perm 0 10 0.20 0.20 c0.23 KA-511W--5-7: "•-:7-:'==', . --'7''''''7.7776178.';'0.17 0.59: 0.60 --= . 0.79'". 0.79-.. 0.91 Uniform Delay, dl 19.4 12.1 51.4 9.2 42.2 42.1 43.7 WOWm.0 :;=.7421gRaiSiA:_,,-: 0.46 0.09 0.99 0.56 ..,_ 11.00 too •., 1.00. Incremental Delay, d2 2.2 0.3 3 4 0.9 9.5 9.3 23.8 DAMM7--:4].=„.4Filia,- 11.1 . . . 1.4 54.4 615T8.71.-51.5- 6,7.4 .7.4W-71:Xftt,-,WA Level of Service B A D A D D E 98 .:•: : , 93 ' ,:- ', - . :- 575''. ...' . 0.0 Approach LOS A A F A .71ft:0111_ .1':, -- ' " HCM Average Control Delay 21.1 HCM Level of Service C HCMVolume f0ti-5kiff (6116.77. -.7T o.79 : - :::;,:,,kizoNgiWtig-ww.miligalliNa,-ei:*71_ 7,:f Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection CapacityylilizaAjort 76.8%.. .:.,,._1CU Level of Service ;,„ : ,_,L. D,_:,:::Iii,.:147:iiiiii_kl-aiR Analysis Period (min) 15 .6 . tiitlEgli*e 6643 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 2 1786 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 3: Highway 99W & 217 NB off-ramp 6/4/2007 -�' c 1- `\ p Lane Configurations ++ 4I44 0 0% 0% _ Grade (/o) 0/0 0/a 1% Lane Util. Factor 0.95 1.00 0.91 1.00 1.00 :; i . Flt Protected 1.00 1.00 1.00 0.95 1.00 r . :` Flt Permitted 1.00 1.00 1.00 0.95 1.00 S'atFT virtu)= ' �t3593 . Q6i�17'� �9 . Volume (vph) 1801 353 0 2077 233 200 beak hourfacto ,#6 6 ;0"9 ':5 Adj. Flow (vph) 1876 368 0 2164 243 208 REQR,Reducti on:;(vph), /(1. <0 ,0 "a � "". 1;43` Lane Group Flow (vph) 1876 343 0 2164 243 32 Protected Phases 2 6 4 1.7.1 1 1 aseS _ K a: 3q F .a. *cn xrai f""f�rG°�°�t, .' ,r" { ili-, aa.: a,t.�n � - a:> +�'f, :�n� ��- � �S�.a,,:K� .,.Ji.t��rc*� Actuated Green, G (s) 93.5 93.5 93.5 17.5 17.5 Effective Green, g.Cs) 95.5., . 95 Actuated g/C Ratio 0.80 0.80 0.80 0.15 0.15 Cleara`r ernes) 5.0 570, 0M 4".O F •ta` . , Vehicle Extension (s) 4.8 4.8 4.8 2.3 2.3 Lane Grpa.Cap v/s Ratio Prot c0.53 0.43 c0.14 / v a1 Perm •.: -.6.2 0:02 ,Mlit Fads: ,. Jig r tge't. v/c Ratio 0.67 0.27 0.53 0.90 0.13 aft Delay, dt 53 32 u 44_ _,49.8 Progression Factor 1.57 1.24 1.07 1.00 1.00 _ ;emental Delay;tit 0.9' 0 4 �; t 0.3' 28.9 0 1M� ;, 1.- . <s.t -gN Delay (s) 9.2 4.3 5.0 78.7 44.0 geuel of Service A A L7 E` Approach Delay (s) 8.4 5.0 62.7 ; roach LOS ,l l _rri age Con rol'D"eI i HCM`Level'd Service_ B HCM Volume to Capacity ratio 9.70 Sum of>l4=1 ,e s 0,0 : Intersection Capacity Utilization 69.4% ICU Level of Service C ' ,_ s �-. -=+s r a�{^r �r �xa+'^�* a'�.� Tt#'a�xm Analysrs Period r�rink . .. < < ' t .iw�15 ' - � n r . c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 3 1787 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 4: Highway 99W & SW Dartmouth St 6/4/2007 Lane Configurations li 4+ r ftt 1) '�, vi Is Ideal Flow v h.'l 4 .1900 1900 a�, ' e " 90®5 °e elm, ;fR! 17;�rt ;,.. .: ,_. ._ . •_, -.:(,CP) ..., ._. .,. . .. ._.._ . �„1 .,,,1.900, . 1.900 1J00 1900 Grade (%) 0% 0% 2% -2% Total Lost e'(s) 3:0:= :3:0 3:0` 3:0 3,. . °` `. 3 0 3.0 Lane Util. Factor 1.00 0.95 1.00 1.00 • 0.9) 0.97 1.00 1.00 1.00 Frpb,ped/bikes ;: 1.00` 1.00 0.98. , 1 00. 1 01.00 0.99 ' 1.00 1 00 Flpb, •ed/bikes 1.00 1.00 1.00 1.00 1.00 • 1.00 1.00 1.00 1.00 i ' ,� r,.;:- 1:00 1.00: 0.851 "f;0, F., 0.93 1:00 0.95-.-:::i. ,- Fit Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd Flow.(prot)t: ,, 1770 3539 1553 175$:. 502 ,3'1 .,170 Ms;;,1787 1785 '1 Fit Permitted 0,95 1.00 1.00 0.95 1.00 0.95 1.00 .95 1.00 Safd` Tr-o-Flo rii ;^ :1770 • 3539 1553 1752x-':5020 432 ``-1705• `F'' "1787 1785 . Volume (vph) 52 1058 785 120 1341 25 615 153 148 150 130 67 RiaTt4acto_r; PHEI,� Q 95 0:95.• 0 95_ ,O J0 9:_ 0._95 0_• .95 n 0.950.95 9_95 . __, 0 95. 0.95 82 Adj. Flow(vph) 55 1114 6 126 1412 26 647 161 156 158 137 71 RTOR Re uctiori (vp_::-W ITI) :1 . . _ ;417" , A.;. ' o'''''7- 1-0;,,-. ;0 Lane Group Flow (vph) 55 1114 704 126 1437 0 647 288 0 158 192 0 Confl PedS;tik-1r) `' , VP)rat 3.' ,'.'i 6 w...•Heavy Vehicles (%) 2% • 2% 2% 3% 3% 3% 1% • 1% 1% " 2% 2% 2% Turrj e t: Prot pm± -t 3, s��, Protected Phases 5 2 8 1 6 8 8 7 7 permi$e`-P uses ;, .. ;f,: Actuated Green, G (s) 7.1 54.3 70.8 17.9 65.1 16.5 16.5 13.3 13.3 Effective Green, (s) 8.1 56.3 74.3 18.967.1 18.0 • 18 14.8 14.8. Actuated g/C Ratio 0.07 0.47 0.62 0.16 0.56 0.15 0.15 0.12 0.12 Clearance-Time{s) 4.0 ' 5.0 4.5 4.9� _5.0` 7 #` "4:5 - .4.5 •- _ 4.5 4.5 Vehicle Extension (s) 2.3 4.8 2.3 2.3 4.8 2.3 2.3 2.3 2.3 Lane Grp Cap (vph) 119 1660 962 276 2807 .:' �; 515 256 #:220. 220- v/s Ratio Prot 0.03 0.31 c0.11 0.07 c0.29 c0.19 0.17 0.09 c0.11 s=Ratio Perm 0.34 v/c, Ratio 0.40 0.67 0.73 0.46 0.51 1.26 1.13 0.72 0.87 Uniform Delay, dl • 53.9_ 24.7 15.9 45.9 16.3 5.1 0 ..51.0 50.6 • 51.7 Progression Factor 1.36 0.76 0.73 0.65 0.29 1.00 1.00 1.00 1 00 r c e' eri al Delay, d2 ',7' ' 3 _ 1.7 2.0 0.6 0.6 130 5°x"'94'2 9.6 . 29.1,..;.':' , Delay (s) 74.4 20.3 13.7 30.5 5.2 181.5 145.2 60.2 80.8 r ' ="e v"`IW E t' , •t.; E3. C',-.,:•,:- A-- .17-.- F .... E r Approach Delay(s) 19.0 7.3 169.6 71.9 1•-•�, �^' ..�,.�� ^.•2 , L °1F47.-5 .� . .'_. ;,-' �- �,t road. ���,�� .' �A .. • F E� ,,.�,� HCM Average Control Delay' _.? - - 48'.9` "HCM'1 evel`ofService 'D r ?W", : HCM Volume to Capacity ratio 0.79 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 _.. u. E. ;,,, . Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis- eriodlmin) 15..i4€4._ _* , .: { _ :. s: .s; 9 c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 4 1788 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 5: Highway 99W & Theater 6/4/2007 Lane Configurations ,'4F +1° ' +++ 11111 r t) gr.wzrowntimirdaggilloc:) =rwc5,,,,i..9-gia, mgc ...... -.P.99 Grade (%) ,s.--! 1% -1% 2% 0% -------- -7---*ak-- -.7-#3.:, Lane Util. Factor 0.95: -e' i 91 . , . 0.97 1.00 :.. 1.00 0-AIMIZI1e7i.V.14: :' 1 .':' ,:- ' A'::-: 44-tct Flpb, pettibikes 1.00 1.00-!,‘ . c.-, 1.00 . 1.00 -.11.4 ' 'LOU -..- 1.-1 , ''f?,C10:10A111111111111EgM114 Flt Protected 1.00 (Prot)1111111111111111111111MIMIIIIIM. Flt Permitted ' •-- 1.00 : :- : ' 1.00'. , 0.95 1.00 0.98 sifd ROW (porrri) 7---7SERF6.02.11M7W5Trt.', 5:;',--,c::,- -09i,zig!,,,,:amootimtwa-677aw:0*.7. Volume (vph) 0 1282 , 40 1 0 1527, 0 44 0 17 21 10 22 13ggr-MtifitCtor, PH F 0.94.;-'3.v,,AM---'1MTM .,M19441X544. .;',- _;74,.-1-aiwooiissrgivalwAL:79:41:EM Adj. Flow (vph) 0 1364 43 0 1624u.. 0 47 0 18 22 11 23 :- q-15-,8,!RPAW11(vP11,) PI1:'7.12 - Lane Group Flow (voll) 0 1405.::i.' a-f.: 0 1 24 i.t.: 0;. ' -1 r . 0 ,:.; 0 0, 41 = . 0 Confiri,L,,:;,-,::,v,....:.----l'-=' Heavy Vehicles % 2% ;- 2, ., . 2%,:i 2% . 2% .-:. 2%:,-'-::-2% - 2% ,' 2% : % !,. 0% -. .07i Protected Phases 2 8 4 - 3 Mffigri-iggntIST-M..,,, ,,X4r!.-Vi.Z.u1.74';'41.1,,,... ' ,• '1 . ' ' - : - .::-:':''',a Actuated Green, G (s) 70.2 70.2;' 2 .' ,.;-5.4,., . , -. 0.0 : : .31.4 gire- i'e greet g (smiqiiwava',3i4P::::-M-MIIIIIIIIINNIMIMI - . . Actuated g/C Ratio 0.60 0.60 .-.),- Q.05 . ., pmo 0.27 urg.k4.,.■:looair96 (s) ''.' - ' :'-,-T-'' .11:-; ,•,g,".1.1t31A":',Whi.:Al ILEMIIIIIIIIIIIMIIIINIIIIIMSIINVNIMS Vehicle Extension (s) 4.8 4.8 2.3 2.3 Lane:Grp Cap (vph) , - 2107„ilf,i..,- -W07,,,-.17:.. 311",.. Mil.:1[:: • '-,.7,";;Dt'4..;,4',44,,..-f:._-$;=,5„..cithWet. v/s Ratio Prot c0 40 0.32 c0.01 .-, i 06 Ratio' nir . Per : . ,,,._.....i.*t_-_, .. ,.3,,. :':A...,-'.3-.'', ---:" -.4I)+,,. .-,',- . -.`'ti '4,..a......"m•el,.....-c...W: v/c Ratio 0.67 0.53 0.26 0.00 0.09 pniform Delay, dl,:agfar012,594ft.!?.: 14.0 4Mirargragtg&:61. 211ii-,,,,:leing Progression Factor 0.22 027 1.00 1.00 1.00 d2'MIMI - ' 0 5 741101/01.4Wicialle,47 ,-;.0.,-WIA Delay (s) , -. 4.7 4 3 55.0,z 60.0 32.8 ________ A -.--111MBEIP.'4::::;:.'0,I.I',:;74 Approach Delay (s) . 4.7 4.3 ; i!66.4 32.8 4 gu .-orislrautifit44-A,..*743Ailiwirp,z.,,,,mix:migewrii4tialigninuirgaimmaita .. „ -ggliwatriorak...„ 7Hcmce76-79-(swit HCM Volume to Capacity ratio 0.47 Sum of'4041 i°"--11141Welk- ,:alAilal Intersection Capacity Utilization 56.0% ICU Level of Service B - . ,, c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 5 1789 1 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 6: Highway 99W & SW 72nd Ave 6/4/2007 t r 1 d ( •v ty Lane Configurations ) II) r ii + r vi A 1 i? )d I. ' low (vphpl.) °°51.1 .; kA ;pb TOMT.r 01 r ` Oe 4. s'R 19A 9'00 , i:9nu:TM-0.077.e7440 Grade (%) 2% 1% 0% -2% Total Losrfime (s)?' " . 3.0 3 -`.a k '`- ' o _ .300i *= 3`=d- ,n _ Lane Util. Factor 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 Frpb, P jites 1.00 • 1 O.-.P i:00 OOT #F%I tD b`kO 0 e ' q FIpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ol 7P 3 , .; • 100" 1 fiSIa' A 85'M` i :00 0.a.gt 1.00'" 0.91 ,� .-� ` f e eg,(` t . i Fit Protected 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Sot i , e .f fP.., , i 1752., 331518 r t?A4 1835 1560 1- $0 468 147'j Flt Permitted 0.95 0.95 1.00 0.27 1.00 1.00 0.57 1.00 0.95 1.00 81ti , acYvwrge m Wa :1518'7.499 1'835:.. 1 560 -'1D7 1T1AW $r9' 3682'" Volume (vph) 136 1088 97 94 110 313 140 92 143 277 1273 54 Peak h7a r,#acta QH._.. ----r'ra ':a- CI °"'ak ° '._ igiT 0.9.4 _ 094 , .0.;9. _y. ..`.' U 94 : Adj. Flow (vph) 145 1157 103 100 117 333 149 98 152 295 135�4� 57 RTOR RedUctionF(vp i:,. - ® ,,,�,yye v* t a.•.Z 'rr=a X: j'r..-kn -J: --?s ..�J aH1 k..w', e Lane Group Flow (vph) 145 1157 58 100 117 96 to 149 202 0 295 1408 0 _.. Confl. Peels (tglfl - F r< :6N. t : f.J '. • ' + -. h,i + .5 Y . i 4 - ;;; -, Heavy Vehicles (%) 2% 2% 2% 3% 3% 3% 1% 1% 1% 1% 1% 1% Turn ype:' f xpy-m = Pen = eim , z" ' °-. .. . Protected Phases 5 2 8 4 1 6•Qermittelaases - - ;,2: t::: 8 .., • : - 8 4 " _ M Actuated Green, G (s) 17.5 65 0 65.0 22.0 22.0 22.0 22.0 22.0 20.0 67.0 Effectivereen, g (s) • 19.0 67.0 67:0 23.0 23.0 23.0 • 23.0 23.0 21.0 69.0 Actuated g/C Ratio 0.16 0.56 0.56 0.19 0.19 0.19 0.19 0.19 0.18 0.58 Clearance Time(s) 4.5 5.0 5.0 • '4.0 4.0• 4.0 4.0 4.0 4.0 • 5.0 Ffif ... 3A_,.:=..... :ter_ Vehicle Extension (s) 2.3 4.8 4.8 2.5 2.5 2.5 2.5 2.5 2.3 4.8 Lane Grp Cap (vph) 277. 1898 848 96 352 • 299_ 206 328 316 2117 '`. v/s Ratio Prot 0.08 c0.34 0.06 0.12 c0.16 c0.38 sr/s Ratio Perm ' . 0.04 c0.20 0.06 0.14, v/c Ratio 0.52 0.61 0.07 1.04 0.33 0.32 0.72 0.62 0.93 0.67 Uniform Delay, dl 46:3 17.7 • 12.2 48.5 41.9 4.1.8 45.5 44.5 48.8 , 14,5' Progression Factor 0.57 0.11 0.08 1.00 1.00 1 00 1.00 1.00 1.00 1.00 inic er m'ental^Delay, d2 0.8 .1.0 0.1 103.6 0.4 . 0.5 11.2 2.9 • 33 ;: 97.7 Delay (s) 27.1 2.9 1.0 152.1 42.3 /12.2 56.7 47.4 82.2 19.2 Level of Service C- . A A F D - - D E D F U Approach Delay (s) 5.3 62 2 50.9 33 1 Approach„LOS ' A E D C RIONI Average ControlsDelay. =` ' - 'e'27-.9`=,,k _ =HCM"Leve!o '8"601ce"`. ":1, C `,, eit. HCM Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 120.0 Sum of lost time (s) • 6.0 Intersection Capacity Utilization 78.5% ICU Level of Service D a °MOriod(min) 15 h "- ?,;: . .. f, c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 6 1790 ttsa Tue Jun 5, 2007 08:00:13 Page 1-1 ttsa Tue Jun 5, 2007 08:00:15 Page 2-1 Kittelson & Asociates, Inc. -- Project #7692 Kittelson & Asociates, Inc. -- Project #7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Saturday Midday Peak Hour 2008 Total Traffic Conditions -- Saturday Midday Peak Hour Scenario Report Impact Analysis Report Scenario: ttsa Level Of Service Command: ttsa Intersection Base Future Change Volume: ttsa Del/ V/ Del/ V/ in Geometry: sat LOS Veh C LOS Veh C Impact Fee: Default Impact Fee # 7 68th Pkwy/Haines St B 10.4 0.456 B 12.1 0.581 + 0.125 V/C Trip Generation: Weekday SAT Trip Distribution: with site # 8 Costco Dwy/Dartmouth St C 24.7 0.586 C 24.5 0.691 -0.211 D/V Paths: Default Paths Routes: Default Routes # 11 Dartmouth St/68th Pkwy C 25.7 0.400 C 27.4 0.544 + 1.627 D/V Configuration: ttsa # 17 Dartmouth St/West Site Dwy A 0.0 0.000 C 21.1 0.000 +21.129 D/V i-+ Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 7 of 9 ttsa Tue Jun 5, 2007 08:00:15 Page 3-1 ttsa Tue Jun 5, 2007 08:00:15 Page 4-1 Kittelson & Asociates, Inc. -- Project #7692 Kittelson & Asociates, Inc. -- Project #7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Saturday Midday Peak Hour 2008 Total Traffic Conditions -- Saturday Midday Peak Hour Level Of Service Computation Report Level Of Service Computation Report 2000 HCM 4-Way Stop Method (Future Volume Alternative) 2000 HCM Operations Method (Future Volume Alternative) Intersection #7 68th Pkwy/Haines St Intersection #8 Costco Dwy/Dartmouth St Cycle (sec): 100 Critical Vol./Cap. (X): 0.581 Cycle (sec): 90 Critical Vol./Cap.(X): 0.691 Loss Time (sec): 0 (Y+R=4.0 sec) Average Delay (sec/veh): 12.1 Loss Time (sec): 12 (Y+R=4.0 sec) Average Delay (sec/veh): 24.5 Optimal Cycle: 0 Level Of Service: B Optimal Cycle: 57 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Movement: L - T - R L - T - R L - T - R L - T - R I II II II I I II II II Control: Stop Sign Stop Sign Stop Sign Stop Sign Control: Protected Protected Split Phase Split Phase Rights: Ignore Include Include Include Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 1 0 0 1 1 0 0 1 0 0 1 0 0 1 1 0 1 0 1 Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0 I II II II I I II II II Volume Module: 12:00 - 1:00 p.m. Volume Module: 12:00 - 1:00 p.m. Base Vol: 1 29 199 54 36 18 10 45 6 229 58 104 Base Vol: 226 284 0 0 385 39 307 0 224 0 0 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 Growth Adj: 1.00 1.02 1.00 1.00 1.02 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 1 30 203 55 37 18 10 46 6 234 59 106 Initial Bse: 226 290 0 0 393 39 307 0 224 0 0 0 Added Vol: 0 0 59 0 0 0 0 0 0 64 0 0 Added Vol: 0 253 0 0 269 0 0 0 0 0 0 0 In-Process: 0 0 0 0 0 0 0 0 0 0 0 0 In-Process: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 1 30 262 55 37 18 10 46 6 298 59 106 Initial Fut: 226 543 0 0 662 39 307 0 224 0 0 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 0.83 0.83 0.00 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 PHF Adj: 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 PHF Volume: 1 36 0 66 44 22 12 55 7 359 71 128 PHF Volume: 276 662 0 0 807 48 374 0 273 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 1 36 0 66 44 22 12 55 7 359 71 128 Reduced Vol: 276 662 0 0 807 48 374 0 273 0 0 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 1 36 0 66 44 22 12 55 7 359 71 128 Final Vol.: 276 662 0 0 807 48 374 0 273 0 0 0 II II II I I II II II Saturation Flow Module: Saturation Flow Module: Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lanes: 0.03 0.97 1.00 1.00 0.67 0.33 0.18 0.82 1.00 1.00 1.00 1.00 Adjustment: 0.95 0.95 1.00 1.00 0.94 0.94 0.95 1.00 0.85 1.00 1.00 1.00 Final Sat.: 18 515 595 514 383 191 110 493 691 618 671 771 Lanes: 1.00 2.00 0.00 0.00 1.89 0.11 1.00 0.00 1.00 0.00 0.00 0.00 I II II II I Final Sat.: 1805 3610 0 0 3382 199 1805 0 1615 0 0 0 Capacity Analysis Module: I II II II Vol/Sat: 0.07 0.07 0.00 0.13 0.12 0.12 0.11 0.11 0.01 0.58 0.11 0.17 Capacity Analysis Module: Crit Moves: "" •••• •••• •••• Vol/Sat: 0.15 0.18 0.00 0.00 0.24 0.24 0.21 0.00 0.17 0.00 0.00 0.00 Delay/Veh: 9.4 9.4 0.0 10.2 9.3 9.3 9.1 9.1 7.7 15.9 8.6 B.1 Crit Moves: "•• •••• •••• Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Green/Cycle: 0.22 0.57 0.00 0.00 0.35 0.35 0.30 0.00 0.30 0.00 0.00 0.00 AdjDel/Veh: 9.4 9.4 0.0 10.2 9.3 9.3 9.1 9.1 7.7 15.9 8.6 8.1 Volume/Cap: 0.69 0.32 0.00 0.00 0.69 0.69 0.69 0.00 0.56 0.00 0.00 0.00 LOS by Move: A A B A A A A A C A A Delay/Veh: 37.3 10.5 0.0 0.0 27.0 27.0 31.6 0.0 28.0 0.0 0.0 0.0 ApproachDel: 9.4 9.8 8.9 13.2 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Delay Adj: 1.00 1.00 1.00 1.00 AdjDel/Veh: 37.3 10.5 0.0 0.0 27.0 27.0 31.6 0.0 28.0 0.0 0.0 0.0 ApprAdjDel: 9.4 9.8 8.9 13.2 LOS by Move: D B A A C C C A C A A A LOS by Appr: A A A B HCM2kAvgQ: 8 5 0 0 12 12 10 0 7 0 0 0 A11WayAvgQ: 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.0 1.3 0.1 0.2 Note: Queue reported is the number of cars per lane. Note: Queue reported is the number of cars per lane. Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND V ►r N H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 8 of 9 ttsa Tue Jun 5, 2007 08:00:15 Page 5-1 ttsa Tue Jun 5, 2007 08:00:15 Page 6-1 Kittelson & Asociates, Inc. -- Project #7692 Kittelson & Asociates, Inc. -- Project #7692 Tigard Retail Center -- Tigard, Oregon Tigard Retail Center -- Tigard, Oregon 2008 Total Traffic Conditions -- Saturday Midday Peak Hour 2008 Total Traffic Conditions -- Saturday Midday Peak Hour Level Of Service Computation Report Level Of Service Computation Report 2000 HCM Operations Method (Future Volume Alternative) 2000 HCM Unsignalized Method (Future Volume Alternative) Intersection #11 Dartmouth St/68th Pkwy Intersection #17 Dartmouth St/West Site Dwy Cycle (sec): 90 Critical Vol./Cap.(X): 0.544 Average Delay (sec/veh): 2.8 Worst Case Level Of Service: CI 21.1) Loss Time (sec): 16 (Y+R=4.0 sec) Average Delay (sec/veh): 27.4 Optimal Cycle: 51 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Approach: North Bound South Bound East Bound West Bound 1 II II II 1 Movement: L - T - R L - T - R L - T - R L - T - R Control: Stop Sign Stop Sign Uncontrolled Uncontrolled 11 11 11 1 Rights: Include Include Include Include Control: Prot+Permit Prot+Permit Split Phase Split Phase Lanes: 1 0 0 0 1 0 0 0 0 0 0 0 1 1 0 1 0 2 0 0 Rights: Ovl Include Include Ovl 1 11 11 11 1 Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Volume Module: Lanes: 1 0 1 0 1 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 Base Vol: 0 0 0 0 0 0 0 609 0 0 510 0 I II II II I Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.02 1.00 1.00 1.02 1.00 Volume Module: 12:00 - 1:00 p.m. Initial Bse: 0 0 0 0 0 0 0 621 0 0 520 0 Base Vol: 15 48 31 110 46 119 113 162 30 16 116 68 Added Vol: 87 0 105 0 0 0 0 178 91 109 165 0 Growth Adj: 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 In-Process: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Bse: 15 49 32 112 47 121 115 165 31 16 118 69 Initial Fut: 87 0 105 0 0 0 0 799 91 109 685 0 Added Vol: 0 0 0 0 0 64 59 59 0 0 60 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 In-Process: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Adj: 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Initial Fut: 15 49 32 112 47 185 174 224 31 16 178 69 PHF Volume: 92 0 111 0 0 0 0 841 96 115 721 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PHF Adj: 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Final Vol.: 92 0 111 0 0 0 0 841 96 115 721 0 PHF Volume: 17 56 36 128 53 211 198 255 35 19 203 79 Critical Gap Module: Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Critical Gp: 6.8 xxxx 6.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx Reduced Vol: 17 56 36 128 53 211 198 255 35 19 203 79 FollowUpTim: 3.5 xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I II II 11 1 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Capacity Module: Final Vol.: 17 56 36 128 53 211 198 255 35 19 203 79 Cnflict Vol: 1479 xxxx 469 xxxx xxxx xxxxx xxxx xxxx xxxxx 937 xxxx xxxxx 1 11 11 11 1 Potent Cap.: 119 xxxx 547 xxxx xxxx xxxxx xxxx xxxx xxxxx 739 xxxx xxxxx Saturation Flow Module: Move Cap.: 105 xxxx 547 xxxx xxxx xxxxx xxxx xxxx xxxxx 739 xxxx xxxxx Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Cap: 230 176 xxxxx 163 144 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Adjustment: 0.92 0.97 0.83 0.93 0.86 0.86 0.94 0.97 0.97 0.98 0.98 0.83 Volume/Cap: 0.40 xxxx 0.20 xxxx xxxx xxxx xxxx xxxx xxxx 0.16 xxxx xxxx Lanes: 1.00 1.00 1.00 1.00 0.20 0.80 1.00 0.88 0.12 0.08 0.92 1.00 1 II II II 1 Final Sat.: 1753 1845 1568 1769 331 1308 1787 1625 222 155 1699 1583 Level Of Service Module: 1 11 11 11 1 2Way95thQ: 1.8 xxxx 0.7 xxxx xxxx xxxxx xxxx xxxx xxxxx 0.5 xxxx xxxxx Capacity Analysis Module: Control Del: 30.6 xxxx 13.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx 10.8 xxxx xxxxx Vol/Sat: 0.01 0.03 0.02 0.07 0.16 0.16 0.11 0.16 0.16 0.12 0.12 0.05 LOS by Move: D • B B • " Crit Moves: •••• ••'• •••• •••• Movement: • LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Green/Cycle: 0.11 0.09 0.31 0.36 0.30 0.30 0.29 0.29 0.29 0.22 0.22 0.44 Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Volume/Cap: 0.13 0.33 0.07 0.24 0.54 0.54 0.38 0.54 0.54 0.54 0.54 0.11 SharedQueue:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Delay/Veh: 36.4 39.3 21.9 20.2 27.8 27.8 26.1 28.2 28.2 32.7 32.7 14.9 Shrd ConDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Shared LOS: • AdjDel/Veh: 36.4 39.3 21.9 20.2 27.8 27.8 26.1 28.2 28.2 32.7 32.7 14.9 ApproachDel: 21.1 xxxxxx xxxxxx xxxxxx LOS by Move: D D C C C C C C C C C B ApproachLOS: C • HCM2kAvgQ: 1 2 1 3 7 7 5 7 7 6 6 1 Note: Queue reported is the number of cars per lane. VNote: Queue reported is the number of cars per lane. vID w Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND Traffix 7.8.0115 (c) 2007 Dowling Assoc. Licensed to KITTELSON, PORTLAND H:\projfile\7692 - Tigard Retail Center\traffix\output (TIA)\7692tt_TIA.doc Page 9 of 9 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 9: SW Dartmouth St & WinCo Dwy 6/5/2007 f -0. `* c .- k 4\ t /* `► j 4/ Yis tas 4; f , _: f itt; 14:-:;.g: TI g% , Lane Configurations I +I vi +4. ? 1 4 _r T+ faeal F o--," R ' =19a nm 1900. .1900 1 900 190 � 9 �',90�� 'D�'1 _�- -g00 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ;E. 14co -"E:5`j•� '1.001 0..95===-e @i. v ;'A;-M t° .A f:-_o e o e% ` Frt 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 i 'tr. : -:. s...1.ss a 0r 0. . L..J.:_.»0 95 _00`�, �e'g a ;ke it ro = ): i T : Satd. Flow(prot) 1805 3446 1805 3610 1615 1715 1723 1615 1805 1620 t i.° 9& q r!it'e ='1 &5;d am - 'W. °-; 8 C 9U Ft 0 4' : 4ii"9 ij',XiVi3'a;1-° Ghi Satd. Flow(perm) 950 3446 532 3610 1615 1715 1723 1615 1805 1620 jj•-// ,.. r ,pc„ r `ate a .. xx 1 , ( ry Volume, 'V`` i . .: .RS's " _rte =;,-: -rya=; - :45-.4 t 1*' ' x!„.': ��:.: �p Peak-hour factor, PHF 0.95 0.95 0.95 j 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 �'` �r ° - 7'9? 457 °° ! , °r a.7..� . 0 ° 4 .L_ 22 ,5 RTOR Reduction (vph) 0 52 0 0 0 94 0 0 232 0 191 0 t YEEIoAL(YP 92 r 60 {:l x .: , :l; .> c b � u' 5 u ;,A a w 4 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Protected Phases 5 2 1 6 4 4 1 8 8 :... .__'_ �i-.:zY�+ -- n..M � - y.0 dye :--ws� aa,�..T�-`��wres 8 @P a °0 _° s` i� t ° `� ..r-. Actuated Green, G (s) 43.5 32.1 50.5 3.5.6 8.9 8.1 p8.1 14.9 8.9 8.9 Actuated g/C Ratio 0.54 0.40 0.63 0.45 0.11 0.10 0.10 0.19 0.11 0.11 , Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vpht” 638 1383 1Mtg "I�CI6 -� 80 174 174 : 301 , 201 180 « v/s Ratio Prot 0 07 0.17 c0.10 0.12 0.05 c0.06 0.03 c0.02 0.02 )i* :c 0 18 ?`�Fa; �.� � ac17 u'-'t''r 4t »-r wit W�s._- 77.11-- v/c Ratio 0.46 0.44 0.54 0.27 0.18 0.52 0.55 0.18 0.22 0.16 W b �,' '`=,AW.:. 9.9 17 b_-.., 7.8 � 1'3 � � t4 3 74-:321 . ...-... . .. ., .� __. _ � .,�..._. ._� -_ ...�.>>.. :<-fi=r. Progression Factor 1.00 1.00 0.71 0.79 1.45 1.00 1.00 1.00 1.00 1.00 _ s<•s p " fir'-,'.3'3"hsr ,§, a' •2. r` < %4�'•% Delay(s) 10.5 18.4 6.4 11.4 47.2 36.9 37.7 27.7 32.9 32.6 e. Atr-.ia.., °K;I Ww.. 3J f.- ....r .. ;:::; _ .,-. AtW Ci .e4.J°_. #50ta k Approach Delay(s) 15.9 z:'rf� n"t 14.8 31.5 !Y 32.6 .4 A 3 g . B . n. § � ::: „t. r4 _7 AM T;; t` 1 -" 4 3 c:;:it ' '`�..' 'HCM eve?of tc:e t -:.-,,„!=!.`,,-- HCM Volume to Capacity ratio 0.52 Actuated CY �igr;5 '`e�. '..,e ®,{ Sum of lost ► Intersection Capacity Utilization 65.4% ICU Level of Service C a'tc_pe Ae k i : . _ -M-a s=t c Critical Lane Group 2008 Total Traffic Conditons Synchro 6 Report Kittelson &Associates, Inc. Page 1 1794 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 10: SW Dartmouth St & SW 72nd Ave 6/5/2007 --. c 4- & 4\ t / \• 1 ./ Lane Configurations 11 + r ) 1 ) 1. If + r e 3 o yip i -9.0 xJO� 0 '1 go:ag "0L© 9gb 0 900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 _l 4.0 4.0 4.0 4.0 an-,'ltil', .a'cT 'I ` t00- 1 1.00 1 DD " r ' 00 1.00 1:00 ; 1:00 Fit 4. 1.00 1.00 0.85 1.00 0.98 4,.' 1.00‘-.J;0.98 1.00 1.00 0.85 „I "? i,i-Yi(J: , >:fl.95 1 00 1.00 0 95_ 1 0: _ (>) �( ' " 'F .0.95 1.00 1.00 Satd. Flow(prot " t 1805 1900 1615 1805 ^1860 1805?;;`1863 1787 1881 G 1599 0` --,:it= $`?'' Oi3 0 . 0:6 t 0+ :£00 �,��Crs1��l_ :�b Ewa ..�;..,,,� '°." .-.�. ..�3.b �. . ' 0.�.�..a�l ..._... Satd. Flow(.errrti 805 1900 1615 919 1860 -`� ..: 645 00863 1130 1881 1599 :01' pi, I-i4...,ti.:,. °° •r 8 e i. ;.:' , r `1' 31 `:i 29 1.82 1499 ,. F a, Peak-hour factdr;PHF' 0.95 0.95 0.95 0.95 0.95 --I 0.95 .'70.95 r 0.95 0.95 0.95 0.95 0.95 tl + .©; rph) i• �:7,, A :0 7P9° t M ''?3 , €33 e36�r ; 92 "209 RTOR Reduction (vph) 0 0 263 0 6 0 ':;K�i 0 �': 8 0 0 0 175 roi:i Flow: v h 17_0x' _ _ _ _ �� �,u..( i? ) 6a��3� �� ,;v49i' -ire O��a�36 ��1�92g �1 Heavy Vehicles (%) 0% 0% 0% 0% m 0% 0% 0% 0% 0% 1% 1% 107. 01.�:� FV�t .. P!n+P u'= .�.�. ®�d=i4p:RP;���im�:sE � �{o a, °��t"3•_ ..)Pe Protected{Phases 5 2 y 7 1 6 7 "'; 4 3 y 8 7.4 ; g 1C!19L seg.." -rc 7t .0 'f.' to ,,'; t',.Y „%'7 :ir , i °yr�t4i'e•,y'iM K +, ;o Actuated Green, G (s) 41.4 33.9 13.0 34.4 30.4 30. n 20.0 19.2 13.1 13.1 0 M '"(s) 41,4 33 9 , 13,034.4 30;_ 0;' �(� �� � �""�" Actuated g/C Ratio 0.52 0.42 0.16 0.43 0.38 ;. 0.38 0.25 0.24 0.16 0.16 earance Time (s) 4.0 �.4. b'� i 'p. Vehicle Extension (s) 3.0 3.0' 3.0 3.0 -3.0 7 3.0 _ 3.0 3.0 3.0 3.0 Lane G Ca u h 510 805 262 3°_ :7D7� 311 6 1, a_08 ''�'�2fi2 v/s Ratio Prot c0.03 0,10 ',0.1 0.01 c0.18 c 0.14,.,'70.13 0.03 0.10 VS-Rat o Perm 0.15 .,, _ - v w;, i r~ D3v07 'Q ? v/c Ratio 0.35 0.37 0.19 0.14 0.48 0.841:1,0.53 0.42 0.62 0.13 'nt ° 113,1 a t d1;. . .:,...._16 3 _ 15 0'10' !. . F },.o j Y ` g3"t 8` Progression Factor 0.46 0.68 2.03 1.00 1.00 . -! 1.00 1.00 1.00 1.00 1.00 pel'ay,d2° !.. e it':. ie;44: I j v' `' '''J:1161141.4,,s ,; >,1 e:'2 Delay (s) .1( 7.8''.':: 11.8 59.3 17.1 21.2 33.5` ■ 27.1 249,, p5.0 28.8 :Se 116- , Approach Delay (s) ' ._ 29.8 20.6 ;; 30.9 30.3 HCM Volume to Capacity r lQ=::' z - 17,-4'1`•'ff F £'; , - , Actuated cycle Leng , - r° f lost time (s), 12:0 mm Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) . �K f,. c Critical Lane Group 2008 Total Traffic Conditons Synchro 6 Report Kittelson &Associates, Inc. Page 2 1795 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 12: Beveland & 72nd 6/3/2007 f --+ '`t 4- Ak- 4\ 1 P \* 1 d • Lane Configurations 1 A 'i T 'I T _ " "1 T ea ~;To ►; �rP.:i F,ii 90_' ,'fr900)t'1.:.9 Aa 9..0( cf.. fP.06'' :,::99 a 'eT°3v', $':9Q6' °D8 1.900 Grade (%) 0% N., 0% i% -1% Li Log,:time`(s) 3 `_ .. s 4 = � x 4 '. f 1 Lane Util. Factor 1.00 LN 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Flt Protected 0 95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 Tard: FIo5 (prot) 1770 15947777771'fig 161 ' -;.`r ',IA .,$5 8$3 .. It Permitted 0.95 1.00 0.95 1.00 0.34 1.00 1.00 0.31 1.00 $4 t;ov pe fiffe : 770.x', 1594.. 111E71116 ii- r. :6 `575':583`,.883' _- .. Volume (vph) 22 1 22 118 2 4 15 591 8 13 533 14 Ee ; u fi:5ctor',P.EL . 0 88 0 88 Q- 8 ,,Ds88 86; d 88Y 88 - 6:8 U88 Growth Factor (vph) 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Adj; FI4101-Wgi ri 2 - z ti �4 :6M ,. - t> 6 $ RTOR Reduction (vph) 0 23 0 0 4 0 0 0 6 0 1 0 Lane Group FTo'w(vphE• via,z r`r' --I© • .3 '"7 '"0 _ :672 "� 4 f = i Heavy Vehicles (%) 2% 2% 2% 5% 5% 5% 2% 2% 2% 1% 1% 1% Turn TYPei .n, , _ _P.rot is ms� R t� '.?:1, :�w " ��. lie Pe - X4a 4 ' Protected Phases 7 4 3 8 2 3 6 Permitted Phases u:.3 .'6' .' ? " 'i st .1 . ?'W .F 1 7"f*.,7. "_ r- :1'.'''.`a Actuated Green, G (s) 1.7 3.6 10.5 12.4 49.1 49.1 10.5 49.1 49.1 Effective Gree_ n; g (s) 2.7 4.6 11. i 13,4 ' ' 5D.ifi 50 g5 5Q ' .1 t ''11: Actuated g/C Ratio 0.04 0.06 0.15 0.18 0.67 0.67 0.15 0.67 0.67 Clearance Time_(s) 4.0 4.0 4.0 :4.0 ' 4.0 ' 4.0 ' 4.0 4:0' 4.:0M47 Vehicle Extension (s) 3.0 2.5 3.C) 2.5 2.5 2.5 3.0 2.5 2.5 Lang Gr Can (vph) 64 98 203 288 i 421 t235,-. 41 392 1254 ) v/s Ratio Prot 0.01 c0.00 c0.08 0.00 c_0.36 0.00 0.33 v _ v/s Ratio Perm 0.03 0 03 v/c Ratio 0.39 0.03 0.51 0.01 0.04 0.54 0.01 0.04 0.50 Uniform Delay, dl 35.4. 33.2 29.3 25.4 4.3 6.k 4.3 6.3 .42 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '1.00 incremental Delay, d2 . 3.9 0.1 1.6 . 0.0• 0.2 ' 1 7 "x:0.0 .. 0.2 1.4 Delay (s) 39.4 33.3 30.8 25.4 4.5 8.3 27.1 4.5 7.7 "-�`"�, Y ' ervice D C C C 'A A 7C A A Approach Delay (s) 36.3 30.5 8.4 7.6 2c(i LO D A. A i teL-')::, -4`j,.__`_S.�i?y t'!.�.tr r_,. - -- - . _ _ ____`�-- ,-- ._ }:,.i,iei t3 ` _ HCM Average Control. Delay . - 11.1 . HCM Level of Service B HCM Volume to Capacity ratio 0.50 Actuated Cycle� engfli (s) 75.2 Sum of lost# re 9 0 , ,:1 Intersection Capacity Utilization 51.0% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 1 1796 HCM Unsignalized Intersection Capacity Analysis Saturday Midday Peak Hour 13: Hampton & 72nd 6/3/2007 C k t p 1 Lane Configurations 41, ,- - 14 _ S 11 r ':ee Grade -1 0% s 0% y Peak Hour Factor .92 0.9 0.92.,,,.0.92 0.92 0.92 - = . °rafe(vph) ==�t. ; Pedestrians Lan i 7,(ft) gab Walking Speed ft/s •,,, , ,. Pe,haff,4 oc Right turn flare(veh , '1 edia' Median storage veh l.�. _._, fps ea„ sinaif rifl ~ _ _• pX, platoon unblocked 0.91 0.91 0:9 WvC1, stage 1 conf voi •, - g.:01. sa -Safir vCu, unblocked vol 1104 249 -697 997 tC, 2 sta.,e. s) ... .;.... ....- tr `‘.=ii, ., _ 35: • 3 ' P 0 queue Tree % 100 96 100 GM capacity;(veh/h) 187 -t:9 'i_`.: - - CW r• Pt.:i r .44M8! Pe LI-44 b n w'� tom- �:� '. ...1- Fi-x.L_ �-., ;. 1 _• ._ . .. -. Volume Total' . 26;':--:-: 495 319 407 407, 4, ,-Y� ,: Volume Left n 0 0 0 0 i-. V rri-e Right 4. 25 , g„. cSH 083 1700 1(00 1700 1700 - Vo It j f',io Capacity 0.04 0.29 0.19 0.24 - 0 24. Queue Length 95th (0) 3 0 0 0 0 i 1. `' r' Con1rOrDelay (s) 10.5 0.0 0.0 .. 0.0 0.0, a llam, Lane LOS B Approach Delay (s) Yt ,� �Y — 10.5 0.0 0.0 .-_ . ...�,_>•..� � ,. . . Approach LOS B it Average Delay 0.2 , 'eu' .. T.. - - i , e u' , :•�r -n�rt. r r c ` :� �ntersecfion Capacity Uiilizatiori• � 31.0%2- ICU Level of Service-;; = _;� ��: Analysis Period (min) 15 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 2 1797 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 14: NB Ramps & 72nd 6/3/2007 t �► 1 Lane Configurations r ti..5111Wi n + c ff ru Grade (%) 1% -2% 2% o a' rtB s, Gc l -ta v Fs ®m h,iU t v a. y i �g 7 e s} -�..a:a�x�.r>a a.1 - ..., w j .'1,:.iFa r n ;-�, �ate r 5... �x�.•-.._.., .@:.-J. . .�..".'•4.1 f .ma ,. caF .>... Lane Util. Factor_ 1.00 1.00 0.95 1.00 1.00 °° a °ies� Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 G sue: Y.. SiP �•} tm.: Flt Protected 0.95 1.00 1.00 0.95 1.00 -"d Q •-t� . -rP.e . :_'Y•,•a=:?f fu-.t-�.,,-_"� �,p,�„ia, '..?•�•:w•cMA;,.tL .4''_:x.,r,,.+�:aa _..s!: Flt Permitted 0.95 1.00 1.00 0.95 1.00 d :w pew 'w`f� 6, a`r� � Volume (vph) 85 213 537 154 157 586 �AY47 ` t Or::`1 f tttl te9 ‘!'E'1746.2 1.4 �s3.A-T'1 '` ._s`�r` t,- -.•�.,,-.ky_':^3� r :`...�..�... _�'•�-S ..':'s'..rrw iT `• Growth Factor(vph) 100% 100% 100% 100% 100% 100% 7l �P L y-i- .':i..a..i•°°r� -':'�W ° `�-L `mac:' i t Ytl:. ,Yle• G f F� .3 aF-a�. c..',t 5 :�,. -r :''J-`"N.:_ RTOR Reduction (vph) _0 201 21 0 0 0 ,a f?_ !'�" Q"" >1 `1 2 tv 1�yy • -;,'. p' o. ,'3`f.'r'- ;- Confl. Peds. (#/hr) / G 1 -"d�Z' E 'rd a0 �_ '.aeu�J,._..... -SJ_���- .F'..�p'�i �_- ',a F.' j'ti 't.t 9 .e..�_r = --� `ro,»�?' 5,§v�s - '.:•.u..i .ii;�..�+:�` Turn Type Perm Prot 'Y ,i:. .^_'_ •re, -s `�'Ma �a. h•.a'*1�-�k3�.v+# .n;.. ° � 'aFK 4. .k-�.c 'i'ST�'�.. - d' - �° ..{ . " Permitted Phases 4 Ai1a't0i010e GC's W9 a ...9.,48 .-�� .". ;," Effective Green, g (s) srt9.9 9.9 48.2 12.9. 64.1 Atitiaani.e . err-. i g 0 a ' , Y7CyY1,r`1FF,:,SdW'3+73R-:f3v .��t�1�iiS.L:3ai K? " Clearance Time (s) 4.0 4.0 4.5 4.0 4.5 ;..nl 1 �YO M tl: Vefiro I✓ f�nsion (sa g 3 2'3; F,4 5 _ - _,. .- ... " .:r Lane Grp Cap (vph) 210 185 2061 283 1478 v/s Ratio Perm ?--em 0.02 ai � u i - _LS0 ,d 5 4� + - i, z^ t s- - •^' a.�,��k t +i.r,i^l, Uniform Dr elay, dl 32.5 31.3 8.0 31.1 2.4 pcidili aco OV lit1 fl 4 .V. W42 o) _ Incremental Delay, I7:eIa Dela y, d2 0._8 a�.`..s�. 0.2 ,.3.0.5 2.6 0.9 2Z . t_atez. � 3�5 :;rr i 2- h���:- , �ta.3':3L �>•--rc a.t�+•:. S .a "i ;,�-.7t .."^" : � .`. Level of Service C C A C A ETOW to""= -J '.` �,"�'.�. t}f8 4v'r s z!u x '°k' .F ..+tea "h-�s�_°''�C'1i4r-'�''i'3•s: .r u��t"�aze'7v-'� 2 'S �i'�+nC:.�'.,..���.4+i^,:41>.+.-.�S:�.b.in H.. ..-. 5��� �`t�Rata uYtc� Approach LOS C A A HCM Average Control Delay 11.0 _HCM Level of Service B ITC, /oft e to Capacit ratio: 2 'i 0 Sias s,x.4`` fag&- Actuated Cycle Length (s) 80.0 Sum of lost time (s) 6.0 1Fiterse lf56-Capacity Lf'tjirza o Y R rtverdmio C13 CeveEof Servrce :-Y 11. ' Analysis Period (min) 15 Y X h - �j-,�.•.t.- � '+'ha;sirY+'�•yry" s�- a+ _ •t y��yyt :. } c ; �F- - "• :- 1' .: ,'Y"-+r°arri ;,'`' �, x.3r ;_ 4 ;Z.y.�nr�L+.i.,'.L,.,Y. -".-f t -;, a...<r Ck w-..- `: li{'• ,.t?�.. 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 3 1798 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 15: Hunziker & 72nd 6/3/2007 f - 4\ t .1 Lane Configurations i't i., Total Lost time 8 0,;f f 3.0 3.0 ,: .,, ,, E.,a..liiit_ y,•_- 0 Frpb, ped/bikes;[.; 1.0 ? f; t 001.00 0.99 •,; , - IJ ,0 Frt 00,.. t.:` .f 1.00 0.97 E ".rte -; o kl 0 Said. Flow(pro.t 3 ''' 505 Inimmai1 w ��� (iii. 'e ;1 d Satd. Flow •erm'r+, , ;- 3505 1771 olgt a 3`K:* ; r t ? -.` s tt i ,€ O .50.?;,,`a ez Peak-hour factor, PHF 0.90 .0.908. 0.90 0.90 0.90 0.90 t ! . Mo'a/pI 00 ®®% ? tl®-o<.ate i Adj. Flow(vph) 130;,,,•,! i8f 0 638 558 189 - 54� St§:l Lane Grou P Flow(vph) 139 0, _ 3 ;; 0 1 Hea Vehicles %) 4% 4% 3% 3% 3 . 3% J ' } t _ Protected Phases 8 , . r` . Actuated Green, G (s) 7.7 64.3 6 .. _ Actuated g/C Ratio 0.11' . r 0.82 .82 Vehicle Extension (s) 2.3 • 4.2 4.2 Lip Cap (vph) 35242 :ka . v/s Ratio Prot c0.04 0.18 c0.42 . -.. __ �. ` - s» - .a.alLTiy+s S --+v 44,5 -f! '^�^ - '..,�,,, +,`Vie. l, -- v/c Ratio 0.40 0.22 0.51 U n forttDela y, dl 33.2 ` ., _ _ , o Progression Factor 1.00 0.91 1.11 _ - 1 ncr ntal D16y, d2 "� �- Delay (s) 33.6 1.7 3.8 ? , Level of,SP.EAP C Approach Delay (s) 33.6 1.7 3.8 Eef_OF OS C 4<< HCM Volume to Capacity ratio 0.50 Intersection Capacity Utilization 49.3% •, ICU Level of Service f4 Analyg:097c 11,49* , '. .. . _ c Critical Lane Group 2008 Total Traffic Conditions Synchro 6 Report Kittelson &Associates, Inc. Page 4 1799 HCM Signalized Intersection Capacity Analysis Saturday Midday Peak Hour 16: Varns & 72nd 6/3/2007 - -• -, c '~ k t P \. 1 4/ Lane Configurations 4 4 r li +k 1 t e=DO a % 1it a 111: °D°. 7 6C °8 f Ag ®� i�P i 9 @87 'e0 `-§- .Q• - •`- Grade (%) 0% 1%° 1% -1% �� �- a S' i ;.'V4'f}-: x y -fir 8 r 4 T, C r ci?5 q a+ s �a?�5•s.._..3t:-hs••v •. ,b ¢.:..r. �. - �`mss;..;-� _ ..e.aa F-ses.�ax-. Lane Util. Factor 1.00 1.00 1.0Q 1,00 0.95 '.' 1.00 1.00 FIpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 ' 1.00 r ., 1.00 g Flt Protected 0.97 0.95 1.00 0.95 1.00 0.95 0.951.00 . o ?r0 "° ` g °,W - 71 + 50 -- All, ;044;114. !. Flt Permitted_ 0.83 0.71 1.00 0.95 1.00 0.95 1.00 J:+ _.. . EMARTs11 tY"..?i'Yr :' '.' - ii-zt. ilk" t24, 7_®d°} "`J„.... .- ; :.?. ei7,:; `�apr4, .�_ •`0�` x. -.. at Volume (vph) 13 2 6 108 2 146 2 415 32 ' -, . 205 363 14 -t,-- T d" � A �1= � A.� �"�� .; VP :73s.Y "��k �-ar .fl inJ ! ✓ 4 w '1* :- Oi Growth Factor(vph) 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% us algl i :,7,4 c--'4. :"s cr ' 3fe a :t W f r? T'd i Vii" t(7 4t 4.ti i -a'tt -. RTOR Reduction (vph) 0 5 0 0 0 86 0 6 0 0 1 _0 I:07.:117'''-40,..: � */e' �® 'h a Q�, '��� �'»��.,�;b "�<" _ r�' +�•�'. ®� 22® t<t,r e -�., W Confi. Peds. (#/hr) 2 1 1 2 .`' . � s -ka T te 01,N_5/a_ M �o � o 0� �3�0 o _43Io n, S o f Turn Type Perm Perm pm+ov Prot Prot _ KarairaTigg'1'.'4, .1,P6 Permitted Phases 4 8 8 i W tg14i . ' 10.2 34.4 1.1 33.6 24.2 `5e ''1*t Effective Green, g (s) 11.2 11.2 36.4 2.1 34.6 25.2 57.7 1.••�u .,i yw .1 rH 0.14 0 45 0:03 0.43 0 31 p7 r � Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 • �3.ur S�Flf� .. .f r� ' 4rP. -.-� 2r v.: _^ ;�� _, gii_ __ '' �`�. �-.�.�>- _ - _-� .<.,. 2:5 2.3 2.3 4.2 2.3 4.2 Lane Grp Cap (vph) 200 183 765 46 1492 560 1343 _ Fograu v/s Ratio Perm 0.01 >_ c0.09 0.02 _ , .Cc�....-, -" . r 4-.` 9"°r , .4 v- �-a•a �u ate- _ .----4?„,,, - `.c �. ,,$�.:�� �.�,�_�°� .- y�;; o a°� ��. � f.���A 0.079M10' 0.32 _ - - 0.39 030 _� Uniform Delay, dl 29.9 32.5 12.4 38.0 14.9 21.4 4.0 tr . 'o mac oa ;..A t...- A °g '._ .. 1:00 ` i1M00 ''0.93 -0 9°' Incremental Delay, d2 0.1 6.7 0.0 0.2 0.6 02 0.5 � ?- t _-._: -0� �{ 39.2 12.4 382 15.5 ._. 202 . 44 Level of Service �C D B D B C A , ,�'r a a , �'C elay=s 3�� � 15 Approach LOS C C B A HCM Average Control Delay 14.9 HCM Level of Service B i � z x' a -t w• > *r.r^^ „ a . W IZT4 0 4 V 3;a l! - Y , •- , - t. Actuated Cycle Length (s) 80.0 Sum of lost time (s) 9.0 Ete on Capacity fzation _ 43.4% ICU Level:ofService= - '` A , „ ¢- 4__.;V;:' Analysis Period (min) 15 fraa Lane,Groue h VO - rA #44; , - �; i :: ,;-, °, -"4 F k V x 4 ma:. 2008 Total Traffic Conditions Synchro 6 Report Kittelson & Associates, Inc. Page 5 1800 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 4: Highway 99W & SW Dartmouth St 6/19/2007 -/4 -- C 4- ' " 4\ t t \ 4/ Lane Configurations t• r li +11 1) to ' 1.. 1 � T t i - i �� r' -t ja t �;'c i [r „ f o t}I,} r 0 I,,I - ( 16 f11 [ ��t[� g 6 0 > (+ r 0 0 Grade (%) 0% 0% 2% -2% trc:ili,,ljli� 4f I i :4� .y�:} ,,,,! .;,:[� -1 (I [I t) 1 I.�` . , .i.t_�a , .a v3"a4 .kI,N td i , [) t a.-,-":a Lane Util. Factor 1.00 0.95 1.00 1.00 0.91 0.97 1.00 1.00 1.00 ful 11....}_;• luL I :312 ;1,:0'.' .1 0 1 ) 1 [i. ,I 110 .n 1t, p». t! I.}_ Y _ I('T1,, i,Dc) FI pb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5t s ;i::H 1 Its re,.. t -4 70 t 1U1 >;��r-' t 6 . +J )). 1.!i,J . r ` ' _l' Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 a: 0 Ir1 ! ' f. _ `Il, ;i 1 / 7I( Cj '1,),i_, 'e-.._. 1$-[ ' `}`€`} „ _Id:tr t,..I1 t t _`aft• Flt Permitted g 0.95 .-.1..00..0 1.00 0.95 1.0 0 0.95 .'- 1.00 , 0.95 1.00 0•. ,:k1V� Ja�i, ..,1e.,. „ Sirlt .. L, r i.. _.. t t .:'!:11F LL,:-;:::._:.„'•1 :--11:'' 1 a w 7.7...., _ ,_.1: ..1144 ..=5...' Volume (vph) 72 1227 432 67 1660 17 553 230 98 152 125 47 ���ypy}Q{�{1 {.141 6tr� -��{��}f1� (]l ��.:,F j .i[ / j �:c,-..."-31. 1 , z [t t �t I P f 'U� ((,lN u ,YL.1w�' �. Yr•SS b -, r/..- ._. '` - ... ,..f,--. � .�.5. i:_�� i z .i)f `3�*nC Adj. Flow(vph) 73 1252 441 68 1694 17 564 235 100 155 128 48 f4]1f6 rt,?,:.-.Y.I =lx�eo,=k4i,= ,„. - t1 !.'. tbF"` 1 (: -10-.).-.:;"...:,,,_.11.‘o A. Lane Group Flow (vph) 73 1252 346 68 1711 0 564 323 0 155 166 0 U,;q)i �Yte., E rk r .--i` . 'I ii- u "=t. . it � .. !, Heavy Vehicles (*Al) 3% 3% 3% 2% 2% 2% 1% 1% 1% 1% 1% 1% .7,,i.'1'./.7!--';:,___,!--,. 11.}x,' ._ . ;111.-' .F'''> -.,1.t. l - . ., . .qf,i. .E_ .. -';.1`,'i. It ' -�c x`: -... Protected Phases 5 2 8 1 6 8 8 7 7 Actuated Green, G (s) 8.2 69.5 98.1 8.0 69.3 28.6 28.6 15.9 15.9 1.4.,14 ';(s-k aert -s• .�U o ' 'i,3) `' .=11.'.i :1.1 ',,:L, .7'1 - it ,.',.. ......i1i[r I ,. _iu t.. 111,<i,ik t.d'F.•' '-i . ,j`- Actuated g/C Ratio 0.07 0.51 0.73 0.06 0.51 0.22 0.22 0.12 0.12 7�• g r_ ... '..1)',),..'- L t) 15 1 ,:).:7.6,,,!:,,, ! S 1.J.:,,,,;,.:- �1 N A ,. K"� e-if z ,.' �,+ �P!- � ,,..0:---/„".:= :;f ,... ,...:�� :�+. t. ;,.,,.,,,,,,73:� ... "�:. f `iTr; � ,r.. t' Vehicle Extension (s) 2.3 4.8 2.3 2.3 4.8 2.3 2.3 2.3 2.3 Ifiai;-'�''°Log0I 96 ` ,' 7:1(...1,t� �,, 1 r� ,.I f ' 1 , , � .I._ ,,. t 3 , ��rF r �ti, 'y�; � v/s Ratio Prot 0.04 c0.36 0.07 0.04 c0.34 0.16 c0.18 0.09 c0.09 t, 1 v/c Ratio 0.63 0.70 0.31 0.60 0.66 0.76 0.85 0.69 0.74 1i iii ski.t,o Z iS.41 l, Aa_.` ,r, .i�z i - 1.. 1,... Z ... _ .. r[_as ot-',. N .._-. i :-3 mo:. I ,,: ,` Progression Factor 0.90 1.09 2.42 0.83 0.70 1.00 1.00 1.00 1.00 :.i:174 tf e 7 I,12 f' ' = ,.!-.;.=L- ,r 4> 1 1 t_..- (,ai.t: '.a, _..,.. .'6'..,-.•`? -02 �'. ;ri Delay(s) 64.3 30.2 16.5 57.5 18.8 56.0 68.9 66.6 69.9 Approach Delay (s) 28.2 20.3 60.8 68.3 6 r tir :,,Po.-�A•h ,'.-:.1.'''',`..'...': ' r ', ,. ,4.fir ti 1 yr; Ir Ie3 _k,,[,:, '':JI 1 , _ ' ...i, i_- .,.frl 1L_ %rs1' _. , ,.;',11,:::.e:;.,-,:„ :, HCM Volume to Capacity ratio 0.73 8 P !'4 t:(;-"1""' .;• }V ' t •'',- `-r(. `I 't.};1. ' ti' I-t'� - .> ) 0. 1 . .., .'3 `#- Intersection Capacity Utilization 77.7% ICU Level of Service D 1naj ati�Rriyi�ln'ix a�jaxe: r y r'i se f w ti z.S wue+•l t, r-� xti .. , � � .r i%.`S ,':t ;:6,- :tom i ' ':. c Critical Lane Group 2008 Total Traffic Conditions- Mitigated Synchro 6 Report Kittelson & Associates, Inc. Page 4 1801 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 5: Highway 99W & Theater 6/19/2007 f --► k. 4\ 1 P \* j I Lane Configurations I+ Grade (%) ' ;:ii, 2% r, , Lane Utih Factor 0,....: i 1 t, 0.1T „1.0.0 11 Flpb, pad/bikes 1.00: ... .!0- 1 r i l Fit Protected 1,00 1.10 0.95` ,+I 0.99 Flt Permitted 1.0 1,00 0.95 1:00 0.99 Volume (vph) 0 T 1403 5 - -el . .E.196 0 12, . • 0 35 11 10 23 l Adj. Flow (vph 0 1477 56 0 2065 0 131, 0 37 12 11 24 Lane Group Flow vph 0 1531 0 0 2065 0 ,31 0 0 ` 0 29 0 Hee Vehicles %0 3% 3% 3% 2% 2% 2% 0'o 0' . 0% 0' . 0% 0% it. Protected Phases 2 4 3 FPIIV 4.. Actuated Green, G(s) 86.0 86.0 9.7 0.0 31.3 ^,fF ii.:,J'i, q.'-(` g C Ratio 0 63 0.63 0.08 0.00 0.23 tuated / } I ,J, 6 4..,°' I• Vehicle Extension s 4.8 4.8 2.3 2.3 Lil Ig';e4la;:rt,'0:6 -0.yit l _ _ ..I.- - - .:40-2; v/s Ratio Prot c0.44. 1.40 c0.04 0.02 ? v/c Ratio 0.70 0.64 0.49 0.00 0.07 Ua 2:1 Progression Factor 0.3 Ir 029 1.80 1.00 1.00 Incremental.Delay., "< 0 iii Delay (s) 6.5 5,2 62.9 70.0 42.2 Level,of Servic D Approach Delay (s) 6.5 5.2 64.5 42.2 HCM Volume to Capacity ratio 0.•3 @Wei'1110,41n Intersection Capacity Utilization 65.0% ICU Level of Service; C . c Critical Lane Group .J08 Total Traffic Conditions - Mitigated Synchro 6 Report Kittelson & Associates, Inc. Page 5 1802 HCM Signalized Intersection Capacity Analysis Weekday PM Peak Hour 6: Highway 99W & SW 72nd Ave 6/19/2007 .."4 .-if 'NI, 4\ t ( �f t 4/ ,.,,.... , . . . .._ . . Lane Configurations 11 vivi r t r 'Fr vi rig Ideal,Flow.(vphpl) 1900 1900 1900 1900 1900 1900: 1900 ,.1900.-:_ 1.900 1900 1900 _:`1900 Grade (%o) 2% 1% 0% -1°-0 Total L'ostfirpe (s).,,,,,...,, 3.0 3.0. 3.0 3.0 3;4 :, 3.0 10 3.0 .. j;`. Lane Util. Factor 1.00 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.76 lerp'b` 'peck'/bikes - 1.00 1.00 0.95 1.00 1 0,'7 M, II-I 1.00 1.00 1:00 1`:00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 art , 0 1.:00 i 0:85. 1.00 1.00- Al i00::.�..0.92, .F s. .1 00„ .0,85 _::_._ Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satrri73(50) x.13366 ' 1482 1778 1872 2113 ,6 ;n '!° ff;. .:€1 .' f Flt Permitted 0.95 0.95 1.00 0.37 1 00 1.00 0.43 1.00 0.95 1.00 Satd Flow`(perm) 1766 1482, 694` 187 2, ;1.56 V Volume (vph) 106 1272 71 136 173 295 100 91 10.7 205 1775 27 Peak=hour factor;_PF-IF, _0.95 _ 095 0:9„109, 5 x`00"C 0 ,.to' 4 1e. 1. 5 Adj. Flow (jvsgp�ah) p� 112 1339 75 143 182 311 105 96 113 216 1868 28 5" , 'aM 1� 'fit'$&i.7-'!'---.,: , R!0 T..a.,. re ''7k s g M,t,, r'., o Lane Group Flow(vph) 112 1339 44. 143 182 83 105 177 0 216 1895 0 Heavy Vehicles (%) 3% 3% 3% 1% 1% 1% 0% 0% 0% 2% 2% 2% Protected Phases 5 2 8 4 1 . 6 Permitted Phases b''' Actuated Green, G (s) 11.5 80.0 80.0 27.5 27.5 27.5 27.5 27.5 19.5 • 87.5 -;7414-Ai go-Gr&en; g (s) -13 0 "8`2:15 89 5 Actuated g/C Ratio 0.09 0.59 0.59 0.20 0.20 0.20 0.20 0.20 0.15 0.64 CFearance Time (s) 4.5 5.0 :0 .5 0 Vehicle Extension (s) 2.3 4.8 4.8 2.5 2.5 2.5 2.5 2.5 2.3 4.8 L.aneGrp Cap, (vph) ... 1G1,,r;-1972 ._8 55 _ E, , :2.2.2331 v/s Ratio Prot 0.06 00.40 0.10 0.10 0.12 c0.52 KM-f16 Per e v/c Ratio 0.70 0.68 0.05 1,01 0.48 0.26 0.64 0.50 0.82 0.81 Uniform Del ay,, '19 9 t Progression Factor 0.57 0.12 0.02 1.00 . 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay' 3 f );10.-.:..- µ . .-t2 Delay (s) 42.5 3.8 0.3 13.5.3 49.9 47.2 58.4 50.2 76.1 22.2 Level,of Servi ''' 'c1 IIIIIIIIIIIIIIIIIIIIIEIMIEMIBglgMMIW C' Approach Delay_S- 6.4 67.8 53.0 27.7 Approach LO�� HCM_Averuge Control Delay 27.9 H evel of Service 6 C HCM Volume to Capacity ratio 0.84 Ac-tuated c1e°Len'th s>=�`' 140:0 Sum of lost time s ` 6.0 Intersection Capacity Utilization 79.9% ICU I eve' of Service D Analysis Period (min) 15. .7F i4' - ,r c Critical Lane Group 2008 Total Traffic Conditions - Mitigated Synchro 6 Report Kittelson & Associates, Inc. Page 6 1833 Appendix 0 Signal Warrant Analysis Worksheets 1804 K ICITTEISON&ASSOCIATES,INC. 610 SW Alder,Suite 700 Portland,Oregon 97205 Raw Traffic Volumes Hour Major Street Minor Street Begin End ER Major NB 58 (503)228-5230 4:55 PM 5:55 PM 631 899 354 176 Fax: (503)273.8169 2nd Highest Hour 606 863 340 169 3rd Highest Hour 593 845 333 165 Project#: 7692 4th Highest Hour 505 719 283 141 Project Nome: Tigard Retail Center 5th Highest Hour 480 683 269 134 Analyst: CBT 6th Highest Hour 429 611 241 120 Date: 6/12/2007 7th Highest Hour 398 566 223 III File: H:\projfile\7692-Tigard Retail Center\excel\[7692_Dartmouth- 8th Highest Hour 379 539 212 106 Site DVey_Sig Warrantxls]Warront Summary 9th Highest Hour 303 432 170 84 Intersection: SW Dartmouth St/Main Site Driveway 10th Highest Hour 284 405 159 79 Scenario: 2008 Total Traffic Conditions 11th Highest Hour 284 405 159 79 12th Highest Hour 271 387 152 76 13th Highest Hour 246 351 138 69 14th Highest Hour 227 324 127 63 Warrant Summary 15th Highest Hour 227 324 127 63 Warrant Name Analyzed? Met? 16th Highest Hour 221 315 124 62 #1 Eight-Hour Vehicular Volume Yes Yes 17th Highest Hour 126 180 71 35 #2 Four-Hour Vehicular volume Yes Yes 18th Highest Hour 69 99 39 19 #3 Peak Hour Yes Yes 19th Highest Hour 63 90 35 18 #4 Pedestrian Volume No - 20th Highest Hour 25 36 14 7 #5 School Crossing No - 21st Highest Hour 19 27 II 5 #6 Coordinated Signal System No - 22nd Highest Hour 19 27 II 5 #7 Crash Experience No - 23rd Highest Hour 13 18 7 4 #8 Roadway Network No - 24th Highest Hour 13 18 7 4 Analysis Traffic Volumes Hour Major Street Minor Street Input Parameters Begin End EB WB NB 5B Volume Adjustment Factor r 10 4:55 PM 5:55 PM 631 899 354 176 North-South Approach= Minor 2nd Highest Hour 606 863 340 169 East-West Approach: Major 3rd Highest Hour 593 845 333 165 Major Street Thru Lanes r 2 4th Highest Hour 505 719 283 -141 Minor Street Thru Lanes= 1 5th Highest Hour 480 683 269 134 Speed>40 mph? No 6th Highest Hour 429 611 241 120 Population■10,000? No 7th Highest Hour 398 566 223 III Warrant Factor 100% 8th Highest Hour 379 539 212 106 Peak Hour or Daily Count? Peak Hour 9th Highest Hour 303 432 170 84 10th Highest Hour 284 405 159 79 Major Street: 4th-Highest Hour/Peak Hour 807. 11th Highest Hour 284 405 159 79 Major Street: 8th-Highest Hour/Peak Hour 607. 12th Highest Hour 271 387 152 76 Minor Street: 4th-Highest Hour/Peak Hour 807. 13th Highest Hour 246 351 138 69 Minor Street: 8th-Highest Hour/Peak Hour 607. 14th Highest Hour 227 324 127 63 15th Highest Hour 227 324 127 63 I6th Highest Hour 221 315 124 62 17th Highest Hour 126 180 71 35 18th Highest Hour 69 99 39 19 19th Highest Hour 63 90 35 18 20th Highest Hour 25 36 14 7 21st Highest Hour 19 27 II 5 22nd Highest Hour 19 27 11 5 23rd Highest Hour 13 18 7 4 24th Highest Hour 13 18 7 4 Warrant Summary 1805 Appendix P 2008 Total Traffic Queuing Analysis Worksheets 1806 Tigard Retail Center Appendix P June 2007 2008 Total Queuing Analysis A vehicle queuing analysis was conducted under year 2008 total traffic conditions to determine the vehicle storage requirements for key intersections in the study area. Study intersections on ODOT facilities with coordinated signal timing were analyzed in SimTraffic using guidelines set forth in ODOT's Analysis Procedures Manual. Other study intersections analyzed using Synchro6 report the 95'h-percentile queues. At the remaining intersections, a Poisson distribution was applied at a 95'h- percentile confidence interval to determine vehicle queue length probabilities. In other words, vehicles were assumed to arrive randomly and the queues reported will not be exceeded for more than 5% of traffic signal cycles occurring during the peak hour. Each vehicle was assumed to occupy 25 feet. The assumed length-of-red interval for the signalized intersection was taken from the signal timing parameters used in the LOS calculations. Table P1 summarizes the queuing analysis at the study intersections. Table P1 Queuing Analysis: Year 2008 Total Traffic Conditions 95"-Percentile Queue Striped Storage Required(feet) Storage Available Adequate Location Approach AM PM MID (feet) Storage? NB LT 66 230 111 250 Yes NB TH 144 358 166 Cont. Yes NB RT 195 246 108 275 Yes SB LT 241 264 236 325 Yes SW Hall SB TH 168 248 130 Cont. Yes Boulevard/ Highway 99W * SB RT 18 81 33 225 Yes EB LT 19 285 193 250' Yes EB TH/RT 344 329 312 Cont. Yes WB LT 233 260 183 300 Yes WB TH/RT 126 281 234 Cont. Yes SB LT/TH 235 805 939 2252 Yes SB RT 163 278 286 2002 Yes Southbound Highway 217 EB LT 375 439 434 275' Yes Ramps/ EB TH 107 41 74 Cont. Yes Highway 99W * WB TH 78 92 148 Cont. Yes WB RT 186 161 298 Cont. Yes NB LT 241 244 243 1004 Yes Northbound NB RT 272 341 320 1004 Yes Highway 217 EB TH 221 245 250 Cont. Yes Ramps/ Highway 99W * EB RT 128 109 138 150 Yes WB TH 183 307 239 Cont. Yes Kittelson &Associates, Inc. 1 E ' 1807 Tigard Retail Center Appendix P June 2007 95`"-Percentile Queue Striped Storage Required (feet) Storage Available Adequate Location Approach AM PM SAT (feet) Storage? NB LT 89 530 510 1505 Yes NB TH/RT 54 1,085 1,146 Cont. Yes SB LT 211 254 211 275 Yes SB TH/RT 208 262 259 275 Yes SW Dartmouth Street/ EB LT 31 154 111 1506 Yes Highway 99W EB TH 649 675 390 Cont. Yes EB RT 277 321 327 300' Yes WB LT 39 104 154 1506 Yes WB TH/RT 183 142 150 Cont. Yes NB LT 25 99 49 751 Yes NB RT 9 98 10 Cont. Yes SW 74th Avenue (Tigard Cinema)/ SB 29 125 129 150 Yes Highway 99W * EB TH/RT 218 358 219 Cont. Yes WB 64 273 146 Cont. Yes NB LT 57 148 131 100' Yes NB TH 32 874 305 Cont. Yes NB RT 90 204 173 125' Yes SB LT 62 151 147 175 Yes SW 72nd Avenue/ SB TH/RT 151 264 289 1758 Yes Highway 99W * EB LT 65 205 137 225 Yes EB TH 448 83 107 Cont. Yes EB RT 128 22 34 150 Yes WB LT 175 267 263 275' Yes WB TH/RT 221 1489 1443 Cont. Yes NB LT 25 150 200 225 Yes SW Dartmouth Street/ NB TH 25 150 125 Cont. Yes Costco Driveway ' SB TH/RT 50 150 225 Cont. Yes SW Dartmouth NB LT 25 50 150 150 Yes Street/ Unsignalized ' NB RT 25 25 25 150 Yes Site-Access Driveway WB LT 25 25 25 50 Yes Kittelson &Associates, Inc. 2 i. "17' 1808 Tigard Retail Center Appendix P June 2007 95th-Percentile Queue Storage Striped Required (feet) Storage Available Adequate Location Approach AM PM SAT (feet) Storage? NB LT/TH 29 54 91 225 Yes NB RT 29 87 65 225 Yes SB LT 25 43 46 175 Yes SW Dartmouth SB TH/RT 24 76 58 175 Yes Street/ WinCo/ Signalized EB LT 2 78 131 150 Yes Site-Access Driveway ** EB TH/RT 24 128 180 Cont. Yes WB LT 2 5630 361° 150 Yes WB TH 3 10210 671° Cont. Yes WB RT 0 1910 1110 75 Yes NB LT 48 231 193 37511 Yes NB TH/RT 156 241 162 Cont. Yes SB LT 63 46 74 25011 Yes SB TH 168 140 144 Cont. Yes SW Dartmouth Street/ SB RT 23 40 51 250" Yes SW n Aven e ** EB LT 14 1610 35 125 Yes EB TH 85 4710 120 Cont. Yes EB RT 53 1710 119 Cont. Yes WB LT 80 27 37 17511 Yes WB TH/RT 72 151 224 Cont. Yes NB LT 25 75 25 125 Yes NB TH 100 225 75 Cont. Yes NB RT 25 150 50 150 Yes SW Dartmouth SB LT 125 125 100 225 Yes Street! SB TH/RT 225 250 200 Cont. Yes SW 68th Avenue EB LT 150 200 150 125' Yes EB TH/RT 125 200 200 Cont. Yes WB LT 275 175 175 30012 Yes WB TH/RT 75 200 75 30012 Yes Kittelson &Associates, Inc. 3 ', 1809 Tigard Retail Center Appendix P June 2007 95`h-Percentile Queue Storage Striped Required (feet) Storage Available Adequate Location Approach AM PM SAT (feet) Storage? NB LT 63 82 34 300 Yes NB TH 82 447 184 Cont. Yes NB RT 48 135 22 225 Yes SW Beveland SB LT 57 69 27 100 Yes Road/ nd SB TH/RT 127 328 150 Cont. Yes SW 72 Avenue * EB LT 38 56 39 75 Yes EB TH/RT 61 106 40 Cont. Yes WB LT 137 252 103 150 Yes" WB TH/RT 28 1374 13 Cont. Yes13 SW Hampton Street/ WB RT 37 53 44 Cont. Yes SW 72nd Avenue * NB TH/RT 403 528 127 Cont. Yes Northbound SB LT 93 119 155 300 Yes Highway 217 Ramps/ SB TH 111 119 155 Cont. Yes SW 72'd Avenue * WB LT 435 463 108 1504 Yes WB RT 187 190 68 1504 Yes NB TH 129 145 92 Cont. Yes SW Hunziker SB TH/RT 314 666 235 Cont. Yes Road/ SW 72nd EB LT 164 377 98 225' Yes Avenue EB LT/RT 235 393 95 225' Yes Kittelson &Associates, Inc. 4 ' 1810 Tigard Retail Center Appendix P June 2007 W.-Percentile Queue Storage Striped Required (feet) Storage Available Adequate Location Approach AM PM SAT (feet) Storage? NB LT 0 14 8 50 Yes NB TH/RT 154 328 133 Cont. Yes Southbound SB LT 169 227 165 225 Yes Highway 217 Ramps/ SB TH/RT 229 284 124 Cont. Yes SW 72nd Avenue * EB 55 62 48 Cont. Yes WB LT/TH 297 219 97 12514 Yes WB RT 86 56 58 125 Yes * = Averaged 951"-Percentile Queue from Five SimTraffic6 Runs; ** = Synchro6 Reported 95t°-Percentile Queue; Cont. = Continuous; LT = Left Turn; TH = Through; RT = Right Turn. 1 Additional vehicles stored in through lane. 2 Over 1,500 feet of storage measured from the stop bar to the gore point of exit ramp. 3 Up to 475 feet of storage available. 4 Up to 300 feet of side-by-side storage available. Over 1,500 feet of storage measured from the stop bar to the gore point of the exit ramp. 5 Storage can be increased to 450 feet. Additional queues stored in through lane. 6 Additional storage available in the center two-way left-turn lane. Storage can be Increased up to 400 feet to accommodate forecast queues. e Additional storage available on internal driveways within the site. 9 Single-lane storage restriped to 275 feet. 1°Queues metered by upstream signal. 11 City improvement project on-going. Preliminary design storages will accommodate forecast queues. 12 Over 1,300 feet of storage measured from the stop bar to the gore point of exit ramp. 13 Rerouted left turns from SW Hampton Street. Additional vehicles stored in the through lane. See detailed discussion below. 14 Up to 200 feet offside-by-side storage available. 900 feet of storage measured from the stop bar to the gore point of the exit ramp. Kittelson &Associates, Inc. 5 .; 1811 Tigard Retail Center-7692 2008 Total Traffic Conditions Average of SimTraffic 95th-percentile queue lengths (five runs) 4-Jun-07 Weekday AM Weekday Saturday Intersection Movement Peak Hour PM Peak Midday Peak (ft) Hour (ft) Hour (ft) NB LT 66 230 111 NB TH 144 358 166 NB RT 195 246 108 SB LT 241 264 236 SW Hall Boulevard at Highway 99W SB TH 168 248 130 SB RT 18 81 33 EB LT 192 285 193 EB TH/RT 344 329 312 WB LT 233 260 183 WB TH/RT 126 281 234 SB LT/TH 235 805 939 SB RT 163 278 286 SB Hwy 217 Ramps at Highway 99W EB TH 375 439 434 EB RT 107 41 74 WB LT 78 92 1 48 WB TH 186 161 298 NB LT 241 244 243 NB RT 272 341 320 NB Hwy 21 7 Ramps at Highway 99W EB TH 221 245 250 EB RT 128 109 138 WB TH 183 307 239 NB LT 89 530 510 NB TH/RT 54 1085 1146 SB LT 211 254 211 SB TH/RT 208 262 259 SW Dartmouth St at Highway 99W EB LT 31 154 111 EB TH 649 675 390 EB RT 277 321 327 WB LT 39 104 1 54 WB TH/RT 183 142 1 50 NB LT 25 99 49 NB RT 9 98 10 Tigard Cinema at Highway 99W SB 29 125 129 EB TH/RT 218 358 219 WB TH 64 273 1 46 NB LT 57 148 131 NB TH 32 874 305 NB RT 90 204 173 SB LT 62 151 1 47 SW 72nd Avenue at Highway 99W SB TH/RT 151 264 289 EB LT 65 205 1 37 EB TH 448 83 1 07 EB RT 128 22 34 WB LT 175 267 263 WB TH/RT 221 1489 1 443 1812 Tigard Retail Center-7692 2008 Total Traffic Conditions Average SimTraffic 95th-percentile queues (five runs) 4-Jun-07 Weekday AM Weekday Saturday Intersection Movement Peak Hour PM Peak Midday Peak (ft) Hour (ft) Hour (ft) NB LT 63 82 34 NB TH 82 447 184 NB RT 48 135 22 SB LT 57 69 27 SW Beveland Road at 72nd Avenue SB TH/RT 127 328 150 EB LT 38 56 39 EB TH/RT 61 106 40 WB LT 137 252 103 WB TH/RT 28 1374 13 SW Hampton Street at 72nd Avenue WB RT 37 53 44 NB TH/RT 403 528 127 SB LT 93 119 155 NB Hwy 217 Ramp at 72nd Avenue SB TH/RT 111 119 155 WB LT 435 463 108 WB RT 187 190 68 NB TH 129 145 92 SW Hunziker Street at 72nd Avenue SB TH/RT 314 666 235 EB LT 164 377 98 EB LT/RT 235 393 95 NB LT 0 14 8 NB TH/RT 154 328 133 SB LT 169 227 165 SB Hwy 217 Ramp at 72nd Avenue SB TH/RT 229 284 124 EB 55 62 48 WB LT/TH 297 219 97 WB RT 86 56 58 1813 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served g L T T TR .. L T T TR L ^ T R L a 610: '4 F i t.!°� L1_`4"3f ® `�_ $i g;4 ,J.i }�. S Y:'S c 0 P Average Queu ft 106 287 • 278 "` 249'` 163 53 61 78 15y 60 113 163 [ Link Distance(ft) m 274 -: 4 4 -617 617 617 1381 IP- Pa ` } Queuing Penalty (veh) 0- 0 0 Storage Bik Time (%) 31 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served T R v0 1-1a"C to Average Queue ft 74 7 Link Distance (ft) : 1354 Queuing" na vah . Storage BIk Time (%) .. . __ Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center-12008 Total\Highway 99W199W AM_ttam.sy7 Page 1 Kittelson &Associates, Inc. 1814 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L lax 1.1 Average Queue (ft) Z7 27' 235 141 35 43 57 34 69 106 157 6°1-7 �8 19P '45 5t Q�e �ft Link Distance (ft) 7 i 1 7 :4174;1.p274 FT 617i. r 617., 6 7 1381, Queuing Penalty (veh) 0 _., ffra g' BDt ft Stora e Blk Time % � Intersection: 1: Highway 99W & Hall Blvd, Interval#2 Directions Served T R Average Queue (ft 8$ 9 95t Q a. Link Distance (ft) 1354 Dos T t- % i), Queuing Penalty (veh) Storage Blk Time y(+%) 0 Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 2 Kittelson &Associates, Inc. 1815 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, All Intervals } Directions Served L T T TR L T T TR L T R L Average Queue (ft) 99 278 275 239 147 39 47 62 30 67 108 159 Link Distance (ft) 274 274 274 617 617 a, 7 1381 e ®slm {ate t _ _ . , _u a_ Queuing Penalty (veh) 0 0 0 S ®. 1 m.. Ytl]I (ftj :2e : x , ® ~ cG , vv.5 Storage BIk Time (%) 0 29 0 Wane r Veh' O * � w, TAT ''��� � v ���.��t..� wT'a,-yN�F r- '�.��,� � Intersection: 1: Highway 99W & Hall Blvd, All Intervals Directions Served T R ter: ,i °. a g Average Queue (ft) 84 8 : ' �* ` t r3+'r.•3 `° # ��t-'' '� ..: �s . s n: 7' i Link Distance (ft) 1354 Queuing Penalty (veh) Storage BIk Time (%) 0 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 ti !. Directions Served T_. T R L T T «L R Average Queue (ft) 229 273 27 25 155 140 155 237 111 _.—Aft Y i Vi .. x Link Distance (ft) 617 617 617 412 412 838 '',0_11640-11 „.. Queuing Penalty(veh) `74M-!--25t4".: Storage BIk Time (%) 0 9 0 °V 19 r R E Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 3 Kittelson &Associates, Inc. 1816 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T: T. RI L' T T «L R , r' - [ b cl.( 74 .i ; '.) O Cih,s 'l.�.l'-'.:( '2°_j' ll��t$td9�1fP �r�•�.1... Average Queue ft 16'2'1213.-;f 4O- 36 : 83 82; • 122 160 60 , x.:.. .:: Link Distance (ft) 617' ;17 if 412;.. 412 :386= ,. IVtirare 410 Queuing Penalty (veh Storage Blk Time (% t l U Ctln Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T T «L R 1,igritrADTiffa,1P6 111 Average Queue ft 183 228 , 371' 33 7., 100 96 130 179 '3 , Link Distance(ft) 617 617 617 412 ' 412 838,+ 1,' Queuing Penal veh Storage Blk Time(%) 1 4 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T T T L R axt� 2�? '� �;.. t� - �`-`��4) w�: 2�� �8_h�z� r �.a r� -�e�?i : x;2.8 Average Queue (ft) 173 177 74 109 109 90 168 73 deYU ''' da8t 2, #2 175'' 23( t $zflig ' g:. . Link Distance (ft) 156 156 902 902 902 390 Queuing Penalty (veh) 87 83 0 Swage Bay Dist(ft Storage 131k Tirno (%) 11 0 12 queuing Penalty`(veh),iaL _.. a.,M - ' Ix 3 £ urr i10; m �F m`r` `' �' :`S°" _ y, Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 4 Kittelson &Associates, Inc. 1817 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 l Directions Served T T R ��T T �T ��L R 1�k pnS1.4 -1 ,.. Y6-?s _!-:;=..--,,-- -- , X1.,3-Q," e l' .vJ=1; q,: '� K: .^ 6k, - ,- -x Average Queue (ft) 133 147 56 65 73 65 170 118 G:.SS.Y V:1* < `1 r st of Link Distance (ft) 156 156 902 902 902 390 il a it ml�� �A {:�, ��r t 1-- . _. _._ a . �4 . , - , ,I: ;: Queuing Penalty (veh) 56 66 0 s . -yiit,ii kk! Lr `ir f .t4:1Q s} 0,0,"' Fes_ , y. 'i `'-r v00 e-t akx.."Z[ i 4._ is _:i -6.4.1. :7-;;,..- Storage Blk Time (%) 9 0 19 aa.Y 0 '•ry.,e_�f,I p Hg�! aY ?4't' �' S7V =4 . `1-ms • VP:. Y:8 MT i: t 4, .-:. . ,.�? Fq . Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals _ Directions Served T T R T T T L R y ^ Average Queue (ft) 143 155 61 76 82 71 170 107 _ V11. 1Y-0 1 4 _ 1, tviV ` °2..'r X® (p 1, sr a . _ira t'.5i.'.�7`'�fil f. 4W_ _,,.,. .s, I _' a= Link Distance (ft) 156 156 902 902 902 390 rF [ tC}j tl ilJ,P e:ci / 4 :_i 1I 4`7Z k a �-e '4 1 i a , i . !rk'; t ;..t at3 :: Queuing�,Penalty(veh) 64 70 0 0 'i t°1 " 3°L:�7 APox 3 t • 5,',. ..1. 1 0-7 . _M s� deg , s _Y. -, u ,,,,7 Storage BIk Time(%) 9 0 17 Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 TotallHighway 99W199W AM_ttam.sy7 Page 5 , Kittelson &Associates, Inc. 1818 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served _. L. . T T R L yT T TR L TR L lF}Sram.- ,,fi tot , ,!+ :;:, !.!, `:7:17°1 a 4f15 ! °et L`� .§i7 Average Queue (ft 9 503 448 1591 . 14 114 117 89 a6 ;�2,_, 21 161 Link Distance(ft) 9021> _. 902 ? 844r Lt844 844 '1 Queuing Pena veh) 17 18 t,' a:: , 0 Storage Blk Time (%) 29 W 0 ?lam Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR Average Queue ft 135 _ ' 4,2WAMTMTft Link Distance (ft) 220 Queuing Penalty veh) 0 S. a Storage Blk Time (%) 6 Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 6 Kittelson &Associates, Inc. 1819 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 1 Directions Served L T T R L T T TR L L TR L Average Queue (ft 9 466 '44 . 66 11`,. 1 106 '-' 103 'F TT' 43 1 1-.L.,A., .4 116 Link Distance (ft ' '02- "902= j_• 844 :. ,844 .-.y844 .1032 Queuing Penalty(veh) 20 0 Storage Blk Time (%) 20 10 0 2 2 glaff M' J. 2 9 4 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR All a Qu. ue ft) 129 Link Distance ft 220 Queuing Penalty(veh 0 • Storage Blk Time (%) 2 Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center12008 TotallHighway 99W\99W AM_ttam.sy7 Page 7 Kittelson &Associates, Inc. 1820 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T 7 Lt ' T TR L L _ .T . L ax um• Qu6y 2943 t 04fl 36 Average Queue (ft 9 475 447 80 12 108 ,1 106 80 46 117' s 23 ,127 Link Distance ft) .p .,. 9902 902 ';Jc 0`, ;:s844 t f $44 ; i `)e c , Queuing Penalty (veh) 19 10 •r,�r ;;;.,';,0 Stora e- `/ rgri fl Storage Blk Time (%) 22 11 0 1 IIue itg a k enal1-' - Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR' 1 T , Max(016m_Que1;1:07 r� Average Queue ft 131' 'x �. �.: 95_;� Link Distance (ft) ,,t22b: -..- Ps ream, B l . Queuing Penalty (veh 0 Storage Blk Time (%) 3 Queuing Renalty ye , _ Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T T L R TR r te r-li-�- LT 50::-- 52 Vfai, 3 Average Queue ft 59 104 14 18 4 14 4 9 O 266 9th Queue�a_ Link Distance (ft) 844 844 602 602 602 298 124 fpstre6m Blk Time(% _ Queuing Penalty (veh) Storage Bay Dist (ft). . 75 Storage Blk Time (%) Queuing Penalty (veh) Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center12008 TotallHighway 99W\99W AM_ttam.sy7 Page 8 Kittelson &Associates, Inc. 1821 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R TR • Average Queue:ue: ft 50 99 27;, • : 9 T., 41!141, i 4i„ te1o1_ Link Distance (ft) 844 '844 ' !2 .W 802 61 "s c f , 7. '124 r Queuing Penalty (veh Storage Blk Time (%) . 11611 ki Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R: TR E4,929,111 _ Average Queue (ft) 52 100 4 2 8 3 9 11 Link Distance (ft) 844 844 602 602 602 298 "124 Queuing Penalty(veh) :.,_ Storage Blk Time (%) Queuing Pena ter. Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 9 Kittelson &Associates, Inc. 1822 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 r, Directions Served <_. L. TR L R R I.�a3uentlra.0176 ker_ormisinimmiwage Queue (ft) 7 227 207 2. ; 15 2: ; • 39 _98 104 2��; �' '88. ' � SQ: Link DistanCB : r:r;,;02 602 12;"I i • 1196:, 1196 _ Queuing Penalty (veh • Storage BIk Time (%) 0 Q Tran 4?,Halt1,V Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served R> Average Queue(ft 97 951 oiaeue Link Distance ft 1196 ft :a Queuing Penalty (veh ... _r :, Sfor ge BaD s Storage BIk Time (%) ;,_ C1uet�tn_g:P.Ta y;:Zue Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 10 Kittelson & Associates, Inc. 1823 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served < L L R L T R L TR L R R Average Queue fl " 16• 10 '' _35 24" 53 72 ;., ; 139 141 Link Distance ft) 6' _'.Y. . .. �" K.- 80 `,: . sti;242 1196 Queuing Penalty (veh 1 • p o f e_wary;.Y . ? Storage BIk Time (% 5 0 1 3 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> Avera a Queue ft Link Distance(ft) 119 Queuin' Penalty veh , ..: .., Storage Blk Time (%) t y .Ac' _rtf S..,'• Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 11 Kittelson &Associates, Inc. 1824 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L T L. R Magic'ir' A verage Queue (ft) 4 262 8 31 1• ,. 5 3 .. . . 132 h'':' Link Distance (ft) 602 662 602 8'3 1 .l:a;. .1186 R._ Queuing Penalty veh 0 0 Storage Blk Time (%) 4 0 0 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> Average Queue ft 117 Link D stance O 1196 5 Queuin Emmy veh Storage Blk Time (%) ,e e ►Q° °ePe eaFt; Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T T .n,-. 1 :��{pp ..��� - a v yy, ..�� 4�r'4T...�`i r Fkli�3�Y.r1 �1`',-4s,. }} i 1.�: i�•'�.f4 J t _�+sµa 7 t�t' $-i .t�►�9 b , �1' ,31fik'- 5�`n �:4 .. ..�ckY+^., u�.G Gr. 'l. ,:€I.,k.r.tiN.:...e�v`-�.'ro4�'ty 54`e �teTx+nR�I:CU�n:-� {`.�15 •r Average Queue (ft) 13 19 t� °fS? -� 5`'� :.x �+ T" ,.:� fir ?t3i� L�' V 11 c. •! '� ,y 7 Aiwi .."__._ 6 ° `"For+`,,tki, �"'tT[a':�. .isi�:._:;.V.7Yi .F 5 0 7 �4�f4�P='€: }.. "�4v 1 .-;4 5 4 `try . VAP:4,A;'.k+ror. ar#ral.aer3'1e tih3C , Link Distance (ft) 412 412 I-3s --rne-^v' 0 *�f,'�" 'rm" cri `- i 7#ai• , 5n ,'�-rt trIUe xj Li4x .�":.� �ti�•'t °# Queuing Penalty (veh) 5 Or• � :Vag_ Storage Blk Time (%) µ *06 9 } Y y.` 1.'4 YcP 4 iJ. t Y `S `$'iS R 3� .L .s. �.._i ae. ° ['..f.dr r :L..u..a��z`_E y:w� LE U� .....-uy_°-�+��v... Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center-12008 Total\Highway 99W\99W AM_ttam.sy7 Page 12 Kittelson &Associates, Inc. 1825 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T T Average Queue (ft) 27 29 •Link Distance (ft) °412 412 ;' _ Queuing (veh) Storage Blk Time (%) Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T Average Queue (ft) 24 27 Link Distance (ft) 412 412 Queuing Penalty(veh) _ fa '..�„r ', ,-.''t, '' s" Storage Blk Time ((%) 2 w;gE12 ems f- iR '-;� :ax = £ 1: NeworkkySummary ° e�{ Ne* asH'',de,rc z u a !f `JC.y °®� nrr r Network wide Queuing Penalty, Interval#2:282 e. or ' .i®eflu1 °e a t �#e �1 : 1� r ' £: Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center12008 TotallHighway 99W\99W AM_ttam.sy7 Page 13 Kittelson &Associates, Inc. 1826 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served L T T TR L T T TR L T R L �.-�f.'-,{ ��.®.a.;�- ..5.7„ ,�`E J t • F } �?y�J . �a i' �y��}P..wr !� /f Pfirt "ft-2 •I t" 6 Tin•' 0,i°?�•�iki<�_5 F".y l'I n � 'r°I. � d�-...a. M1: m :.3°IGY --...h� J. S ._t°•(r .tea• ! f = Average Q uejjue (ft) 67 282 284 262 133 33 39 69 24 115 92 118 . _ :a. Link Distance (ft) 274 274 274 2{7.�j4 6-17 6 17 61�7 7r p t 138_ 1 iy raAV It FlaraRg a i Queuing Penalty (veh) 0 0 0 o m r4 C .+ ;y 71. sir vx - 4D no- ,.. Storage Blk Time (%) 12 4 £� t " ` n' e a ve 4; ; Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served T R t ;"✓.r®- ` .:1i - :x^` {° / 2OfF'(, Average Queue (ft) 64 10 °L1°Cuytrip g ,� fi € roc a�w a ta+ a. , x m t . . .,r L5-. ".:...i` x�; i P .:Z t-,zr-" '.L7*.* ` 'i «}'�`r3 `.�..�r'b n..c-cam, z.�'`..si,x-'.�_ _ 'ra":K`ic..+ o ~'*�3 r- t Link Distance (ft) 1354 g���qy- x:.q. / - �.. e}� - a-.: :-4+ +.e,T°r�' + x- -,.r St �E hr,: f,°= �+ i?�r^: a .•°'F" '.fii�, a.'.4,d'7t,. A9t.! l`57 Queuing Penalty(veh) @Mi fI NM t TEA 74 Y I t '? 7r 'd 3('3rL4f ; i'.a+s.4" t' .t.7 tC%`'g' Storage Blk Time (%) ��egss�+a�nXnrnd�'+.7�la•l��'B7.A`p` e"a�+",�7)t�P.[L�7},c��Y��+.�"l�f&bF�!BW�!.C i 2 r4rHi et4,a..-tl�,-a.1W...� ...,.At �� S2 rrVP��K:'.. '41;11:'777a.',,, ,,,ui 774'77 -0218BM' Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 1 Kittelson &Associates, Inc. 1827 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L 1 . Average Queue: L ' 80 266 268- 2. 07 137 41 45 69 31 59 • 103 127 95-1Que a ,, Y' 33• �_ 13 1 Link Distance (ft) 274 274 274 '617 617 617 1381 jU s eam=BI Time (°A) Queuing Penalty (veh) 0 0 0 STOrgrggE0141.41 2 h wv s Storage Blk Time (%) 22 • 1 eumg malty (veh) - Intersection: 1 : Highway 99W & Hall Blvd, Interval #2 Directions Served T R Average Queue (ft) 83 9 • .gUel]aay. gam o ' ,,4rr i ' Link Distance (ft) 1354 _ Queuing Penalty(veh) oroe134 .. : Storage Blk Time(%) 0 L uea,in9Pena Highway 99W Run 2 SimTraf fic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 2 Kittelson &Associates, Inc. 1828 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Serve s ;,: - ,- _ p '' . L ..} Al'T'a�.::4. SiF:, r- .._ G. rip ry Average Queue ft •c 77 270c;i,;'272 .y 221, 136'41., 9,. - 44 69 29 7 , .100 ,.:124 Link Distance(ft) 274 274'. -.274 17 •^611 138 - sreern Brim Queuing Penalty (veh 0 0 . .. , ,0 Sf age E Mars.a(: Storage Blk Time (%) _ 19 _ . �. Queg P..:enaly '''''e rl'i 1:. Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served T R axtmu: .tQueue n emu.y-. Average Queue ft 7 9', , f. PI Mile u Link Distance (ft) 1354 y=. s N >tB T :e f;: , Queuing Penalty (veh) „ aY✓Drstl;P,T.- Storage Blk Time (%) 0 . iG25eurt� s,ekta1tyF.(ve 0 _-- - Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 Directions Served T T. R Li' T T5' <r <L R Ma)c m:Queue.(ft ' 2 Average Queue (ft) 134.,', 153:. 22, .:' '33 r : 120 95, T06,>, 130.. 54 ' 95,t Give ur.. v. - Link Distance (ft) 617' ::617 617_ 412 ;:412 ;,t 838 s reamtik:TTme ( 0'4; Queuing Penalty (veh) . - geBay Dist:( y _ Storage Blk Time (%) p eu;ng ena ffir P =,. _ ,`� '-: Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 3 Kittelson &Associates, Inc. 1829 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 • Directions Served T R L T T < <L R Average Queue (ft 155 185 - 19 = 100 ` -' 133 16 79 9th Queue(ft • •��.. �}, M��, ;.p , -7.11,1`i-? 'r;�• Link Distance (ft)y 84. 1 '617 41.2. =,412 -838 4srfea e Queuing Penalty(veh 1 1 '019765,;day Dts- 5 00 Storage Blk Time (%) 4 0 Queuing Penalty-(ve �� 016: Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T T «L R MAELE;QuegMtt.' 1P8 u ��b.. °yA'°Y*.f 4V Average Queue (ft) 150 178 20 35 105 86 126 155 73 Link Distance (ft) 617 617 617 412 412 838 Upstrear` B TTira'ie Queuing Penalty(veh) 0 1 Storage Blk Time (%) • 3 0 Queutng`Penalfy°(veh) Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T T T L R Niaz(�ri ut s ue s lgit 2`15' 8�' D 2C = Average Queue (ft) 133 131 71 102 106 95 143 42 ;;95t ti to iftg at x P$ - 13 A a39„Af ' ' ;' 9 Link Distance (ft) 156 156 902 902 902 390 UEeam BIkTe�°10 hs;�3�;x� 3 Queuing Penalty (veh) 30 32 S#'o age Bais +Z` 100 A;, a .M Storage Blk Time NO 5 0 3 Queuing Penalty(veh) 22 '2 y; 2 711„1111111 Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 4 Kittelson &Associates, Inc. 1830 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T T L R Average Que{u}e (ft) 146 124 59 59 60 55 134 134 41 10!:-P-M1.. 40 "IiTil r y.v i ° � `,-7 fl `_. '1 a r S {F. ;..Y,Q• .�r 3�� is 4iSS r�. ,.r,. .. .. .`�.t.. §y f�:,.:, Link Distance (ft) 156 156 902 902 902 390 Queuing Penalty (veh) 33 19 0 °.:n; Storage BIk Time (%) 4 0 3 _�q� 11 . .. ` ��e� �iiii;,ds�. !'_e Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions� � 0.'�'�Served �T T ��15.„;4'RA�,)= °. , q�"'..n �k4_%i,, :2".-•.,i .9."'r _ � � '., Cur-- M`.a k °'n fib_ "s Average Queue (ft) 143 126 62 69 71 65 136 41 Link Distance (ft) 156 156 902 902 902 390 s x:a_� Queuing Penalty (veh) 32 23 0 Q d li,n.M.1 'tr��,een..w a e i c_?s . V�._{i i �Ay'nZ ;'4, x` '�,6 ' 'g,3 170 .�a��, a a,17 S�: T � 5w'��{. 5;�SL, �, �a+.,..eS'.��.. G Storage Bllkk Time (%) 5�+ 0 3 � n :'Sey>.a ±t.. _eia,. ,._£'-+Y=a7f�ixt a,,.J'n.F:.,_.N K._cP 3 <'�;�.cLsmi:x`nL',�i�Yi'-..tuL. ....._ia ems• f" i" Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W AM_ttam.sy7 Page 5 Kittelson &Associates, Inc. 1831 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T R L T T TR L L TR L Average Queue 4 380 5" 118 19 127 .r. 121 87 44 30 24 149 Link Distance ft 90_ 90 ' _` .-. ' 1844 844- 844 1032 1L r a1K 41e'q „o Queuing Penalty (veh) S o ag , Y ®)s.'(_x �_° ,..5 7.:a� Storage Blk Time (%) 24 8 4 Qtae n P na TE E a tom:: Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR Average Queue (ft) 109 Link; Distance (ft) 220 Queuing Penalty (veh) 0 O`l(]Idu �f P ?Fzrtku*rot � Storage Blk Time (%) 0 Queuing Pena y (■eh) Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W\99W AM_ttam.sy7 Page 6 Kittelson &Associates, Inc. 1832 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L; T T R T TR L ;.,. TR L MarnQu D9_ 32. .1.41A Average Queue ft ;t'; 363 ;328 97 12317 1231 12: : • 9 , . , .,25 106 te Link Distance (ft) ru 902}.;,8!0 - 844 , 14+ ;YAP .,-.a .. 7a's(ea SBI� aim Queuing Penalty (veh 0 groraltelar Storage BIk Time (%) 19 0 3� . 0 I1u �,�, It en 1tYt Y'.e Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR MPrinTmeigiu ;2• Average Queue ft 108 S5 L. Link Distance(ft) 22Q ,•, Queuing Penalty (veh) 0 Storage BIk Time (%) 2 • Qu7 13 enalty ive. Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 7 Kittelson & Associates, Inc. 1833 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T R L T T TR L L TR L AUtQ@tiai-p.reat r i•},.. r`;},. ! r- _ _ i 111 Average Queue'(ft) 6 367 339 102 11 124 126 �95 36 26 25 117 Fi :Y,i .. r. pp Y 7 // �.r � ,.1�. ,-.1.. 'S� �I.. ' '�Al: .�i.� � :A07. Link Distance ft 902 902 844 844 844 1032 Queuin' Penalty(veh) 0 st �.••�+i'-`";.#d.}.�-1F k_ _ .'..�5'I_ .. 1 II Storage BIk Time (%) 20 6 0 3 0 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR Average Queue(ft) 108 Link Distance (ft) 220 Queuing Penalty(veh) 0 ,4 ®4..x'1; ` s , Storage Blk Time (%) 1 Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR LR TR l} 'K' }i$ {.8. •�3 d ' L..€3"_� S y ,+ '/ 3R t/4'"'n'v 'i' ( ..T. c :ig 8^ x2.] 72-6 Average Queue (ft) 38 66 8 15 4 2 4 4 10 > y ia �' X22 _ :3 Q _ Link Distance (ft) 844 844 602 602 602 298 124 "f ,,p. ? - y. {{ .- .. .„. � tea- -.- F- vN Queuing Penalty(veh Storage BIk Time (%) k- �a���"J'_3;� ,,_•, e i =' �. „ +u,-x g`y.,y- `-@ cn � "c. x< 3� 1 ;^`w. +7,,� S,v t k r,..�-k-"��t._ •-- . Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 8 Kittelson &Associates, Inc. 1834 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR. r T , T, . ., . R R . TR Averag*L ieue (ft) 31 67& 27 i'- 18 _.,' 11 `2: 7 7 t' Link Distance (ft) ''•L844 844 602 =t 602 . ^298,.. 1 4 ` . Queuing Pens ve Storage Bik Time (%) , giMarregigafitiiiiRMIIIMIIIIIIIIMWMASIIIIIIIIIIIIMMINIMMIIM Intersection: 5: Highway 99W & Theater, All Intervals . Directions Served T TR T T T L L R TR Average Queue (ft) 33 66 22 17 9 2 6 2 7 .,. 9. Link Distance ft) 844 844 02 60 602 298 124 , IP,-', .0V.1 "1 1 IV i Queuing Penalty(veh au z Storage Blk Time (%) `a eui g . _ - .. I Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W\99W AM_ttam.sy7 Page 9 Kittelson & Associates, Inc. 1835 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 `, Directions Served < L L R L T R L TR L R R air .. P 1"gtAai ne. Average Q uti ft 15 255 22 62 21 1 - 58, 32' 90 50' 128 5 135 X95 x;' ,,; Link Distance (ft) ;• ," 5o. ;,'„ 803\ '" 242 1 96 '1196 tTt `.rea iA'= f Queuing Penalty (veh . St alsi Bay Dist`(ft)._ '',,,125 100 Storage Blk Time (°r%%) 0 0. 1 9 1 Q e Ing.Penalty-(veh 1 Taligliellalligila Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served R> . Average Queue (ft) 106 Link Distance (ft) .1196 - ,• Cl"T m Blk Time (°° .._ Queuing Penally (veh) 6 BaY Dist:.' ° a. -, Storage Blk Time(%) - • Queuing Penalty ve'V _ _ ____-_---__ ..._.'.. , -. - ._-__. ` Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 10 , Kittelson & Associates, Inc. 1836 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served .- < L L L TR L TR L R R :6 X15: Average Queue-(ft ^\ 18 fi 2651;c., 229a 3811'' 20 : . 7 21 14 72 ® .;°123 ::'r: 130 Link Dis arice st 803 242 ),' �p�.. °0 :� - _ 196 rF` 196 Queuing Penalty(veh ,• ; ; ,: boa �� � Q'' _ �I Storage Blk Time (%) _ _ 2 0 9 fJ';,� Lti Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> Average Queue(ft 126 } 1 .I 9 `:`iii-;` Link Distance(ft) 1196 C1,:streaa� Queuing Penalty (veh) • a a �a:�:D�s�• � Storage Blk Time (%) .0.1 n Pea 1e` Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 11 Kittelson &Associates, Inc. 1837 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals ) Directions Served < L L R L' T R L TR L R R r�aM 71WIFEsQueue (ft): ,'25 Average Queue (ft 10 • 255 ' - 22 44 2 8 �; 30 186 76 77 124...,,A3:1 Link Distance (ft) §. 2 602 602,``' ' 803 !�';' ':x:,1242 1196 1196 Ppss'rea Time (° Queuing Penalty (veh 0. S0to rag WB'ay Dist (ft) Storage Blk 1 uiie (%) 1 0 0 9 0 Queurn Penalt v6h - } `'. Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> Avera e Queue (ft 121 ,, Link Distance (ft) 1196 qps `:)bhp 77r"i Queuing -enalty ye Storage Blk Time (%) Rue'in ealt 've`t,., .. _. Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T -Queue•(ft) 32.' „7 wy- .. 1 kit �, - -.b ��;��J�T`1.*�:F� �.`E.`�..�-�$•_ �-.r.frr 1 �L-ate...• '_-'"�s"yf, nw,�7.��',tr�e�a` ���'.. Average Queue (ft) 5 .9_5. t .e.ue (ft.) -2:41::.. 23 23 -:b& i - U Ce R r; r =4s _ - kn ....-,. xtL b ,er ,�. :l a2z ,.wG> 3 . . Link Distance (ft) 412 Ustream Blk Time (% .. ex tc 95 ' Y'-ir'crtw 1Eay?�';°�-i-t"h ,_ .''t E..� t to `ei° rat c , .__t' _�__.....�........ .....�.-.-.. �\_ .):�:< ",..�-3-��..c t � d..�': �c ,aa .'�A�s,.. a.-x .� ��,'-Si 5. ;�.tts�nu `i.�;�,j r �rt*iRR�...Jr" c�<-:�i`_�f��. Queuing Penalty(veh) Se By Dsk lii � _- it., .v:�gk a r�f «3 YI.r Ci- a�,s"' Storage Blk Time (%) _ : �".,+--jt�"`'t'raF,tf r.��3r��- .t� ,U" ri— �T�..`J'�.`+u i+rY"y_`, ...p �}s-+ z..��.e�., i.< a LQueuan9_Pen_Me,eh)._. _ � ;4., ' 3 'TZTA,.... : � .4". �• � ., Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 12 Kittelson & Associates, Inc. 1838 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T;.....r T • . r: _......:<<: �� .raile��tr L11^ .i Q J3d. I Link Distance • r:., ,, ill- .. °c • . r.� r ra.i • 75i�eo: i , Queuing Penalty veh f. Storage Blk Time (%) _ Queul • r: n tr .,1-�: Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T Average Queue ft 1 3- r P.& Q eu Link Distance ft 412 412 ,- Priktreazi Queuing Penalty veh) y . 5,rage,4i3 Storage BIk Time (%) pay_Ve. r': Nework Summary Negiek wide Queuing Penalty, Interval: -13, Network wide Queuing Penalty, Interval#2: 136 NW,we ork wide Queuing Penalty, All In ry 1 1.35 4; � �` Imo.. '..s='t��`.r_�#tti ''ic.i ! "2,_ Sd" w 4�K Y. i aC -Y .j �. .,.. .... ._ .,:�'1�.....:ksi six�sz;�l_a'3.�aa,.y,�w'4.�,:us� ,.��3.aL.�idl�',,��rs _;x1.r�N::�S.�.,.,a .ex 6 Ts_"r�v. Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 13 Kittelson & Associates, Inc. 1839 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, Interval #1 Directions Served L T T TR L T T TR L T R L N1a1ueue (ft) 250 288-""'2.8 M ,8 11111111111111111ETSt :17g 270 Average Queue (ft) 116 28/ 285 281 147 36 42 47 36 `64 ._ 61 134 95teEr =: 269 201 288' Link Distance (ft) 274 274 2 4 617 617'. ''617' ' 1381' 29 Queuing Penalty (veh) 0 0 0 S o g 8a Disf=(ff) 22.5 '°73 '300 .. � Storage Blk Time (%) Qu g. Ity(veh). 4 V:, , _ ' � ,. :#.77 Intersection: 1 : Highway 99W & Hall Blvd, Interval #1 Directions Served T R BIfT1U1X1. U$ 6Y ft'r . ...rm 4.-: Average Queue (ft) 110 6 Link Distance (ft) 1354 Queuing Penalty (veh) Stora y Di. o Storage Blk Time (%) 0 Queuing Penalt veh 0:= Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center-12008 TotalRHighway 99W199W AM_ttam.sy7 Page 1 Kittelson &Associates, Inc. 1840 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR �^yL T T TR „ L ,. L } r Average Queue (ft) 81 278 274 229 ,‘.165 61% ti 4 49 or.,: 2 65 163. 9517017;ice a; ` :&z164` • = { Link Distance (ft 274 274; F,274 '6 C 1_ tf s 1 1381,, t ; / Y. Queuing Penalty (veh) 0 0 0 -1 �.:�-.,��, ;k t,:-2.4_ Storage Blk Time (%) 22 2 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served T R ftrr' §�I Average «veue ft 80 7 t ' ;. 9O: Link Distance ft 1354 Queuing Penalty (veh Sor"a"'e a. Ds Storage Blk Time (%) 0 • Que g Pe.�a ,N.79 Wig` Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 2 Kittelson &Associates, Inc. 1841 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served L T T TR L T T TR L T R L ,IMV ximum'Quei36T_OjL #08;?t 289 ,. :^z88, 3 f75`j 270 Average Queue ft 90 280 277 241 161 55° 47 67 33 75 64 156 Link Distance (ft) ,.274 74 ` '274 `'Y817 .617 617 1381 , P:fi rrne °5'., Queuing Penalty(veh) 0 0 0 ,' Storage Blk Time (%) 25 1 Queumg`,Penalty:(Veh) ; Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served T R ` • MaximumQueue OIP •.4.t',_- a it t , Average Queue (ft) 87 7 95tKA eue ff F z4.> "1 %tm r.e r• r . Link Distance (ft) 1354 �sk Distance Time (%o)= m1354 ' .:. ri r Queuing Penalty (veh) 5 or ge Bay Dist (ft) 200.• , "'y" - I. t Storage BIk Time (%) 0 Que1 qg�a Y .u.--1rryttn --. 'f/aR' .'K`l�1TD4 PS F"T'�C�'R Yit:.�trY - f.A�S fl Vfl. wn -malt //veh � 0 a w � , L .. h, -:<� -... ., g'.._ y't ���fY� ;-4�:..�4zx`r.:.;���.z.„,t �'$�,r.��._._u4>5� ��?ai r�n.�,Y_>•��s'� .�s't'��v.� ='" � �..,�S:a�. Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 .. . a iti Directions Served T T R L T T - <L R t �'( 'ue_re{fatgr46 `L, 449 68 1.15 ,.. 202 218.:1,;,:;185.,,;. 218 217 ` ^ " e. E 5r Average Queue (ft) 266 291 32 58 120 126 112 121 92 95th Queue (ft) 441 449 61 120 217 2.2.0 " '181 7N-0847 182 P . : 'il Link Distance (ft) 617 617 617 412 412 838 Upstream BIk Time.(%) i _ . . .. ' ''_ >4'=.40:_;7,5-,n Queuing Penalty(veh) _ Storage Bay Dj 350. . 4 k E., 200 _ 200 . 4. t _lt y .,s Storage BIk Time (%) 0 1 0 gluing I'enaitY'rve; ' 1 s 7..�,. 1 5.l _ , .its.az Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 3 Kittelson & Associates, Inc. 1842 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T R; L �-: . .T.:$,. < - <L--,- R mu - a_(ft) 29 Average Queue ft) 147 164 - 2 8 a "1 3. 9. 95 Que..: 2 Link Distance (ft) 617-;f,':'1817 1 _t;u-:. -17 2 ,.,. 81.', ;.., ._ . 1,ps readBlk 3.109.(°: Queuing Penalty (veh _ . rage;Bropi Storage Blk Time (%) 4 . I -. . 3 . Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals , Directions Served T'' T R1' 7 T-. H 'C EL - ''',.:',7:7`, • 1aX, %m u Average Queue ft 176;: 5-, i 24,-_" 40,, 113i, 111127. 12 ;: 1' r 0. ..1; -.,,, J9, ueue>, , Link Distance (ft) 617. '. 6 412,. ,.;412 838 U:P., BIk, ime N Queuing Penalty (veh) Stotag f al Di ,1 .g of Storage BIk Time (%) 1 3 0 ueum Penal ve Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T T T L R [vlaXimum'Queue (ft) 203. ' 210,; . 239- 238' -2444 226 Average Queue (ft) 154 168 88 121 128 112 192 255 95th Queue ft ; 219 '°, 230:- .28. 238;' x:2.69 483"x" �''- ' Link Distance (ft) 156 156 902 902 902 390 U"3-stream'Blk Time (%) 4 5,..,2;: 4 4125EFL 47�OlKi410, Queuing Penalty (veh) 41 58 0 Storage,Bay Dist (ft) ,.,,:a .. R100A a t, Storage Blk Time (%) 8 0 . 22 07eumg'Menalty:(veh) 35 ;a-A " 1 Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center12008 TotalRHighway 99V1/199W AM_ttam.sy7 Page 4 Kittelson & Associates, Inc. 1843 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T T L R i? 11. fti_:°ueu' Average Queue, ft 150 ' ,L:, . 72 ' 98 s 6 72 179 132 , Link Distance(ft) 156 ' ''-! 90. 90 390 Queuing Penalty (veh 48 .38. 0 0 Storag 99.aD st` 0 Storage Blk Time (%) 7 0 19 IQueuinR n Tt ve. �1 ` Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R r ril_t -713 2:A 5g 3°', -W. 1 a °' 1, - -1'.71''' ; te a ' Average Queue (ft) 151 151 75 103 96 82 182 162 Link Distance (ft) 156 156 902 902 902 390 U slrea�p i31 Time j,, • ' r. ..p.._ __.:�3u�.;,.�'�,� 5'�� � ,. ..y� �c . .s.. ;mac-• .. r '��'c.,, - Queuing Penalty (veh) 46 43 0� 0 s Drag= `8. ._,Mt -Rai ' 7 wt p' ,: -_-_,,-4-,k, ,.5 i3.,` . Storage Blk Time(%) 7 0 20 eu Eig 'ena y- ve ,r c,,. ,A t t: .; :K 5 l' . �__ 4_: ,;'! 4: Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 5 Kittelson &Associates, Inc. 1844 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L ff 'i TR : L L TR L J i:- - eff3 722__w 6_ Average Queue (ft) 18 421 421 58 4 11 ? 133 9 _ 23 x,116 9 (a c7d1i tom; Link Distance (ft) 902 90 :844 Queuing Penalty (veh) ora a ; ". }�'� �n ;� G," r, t�" � 1 G.. j Storage Blk Time (%), ; , x 23 i0.. 0 3 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR Average Queue (ft 153 Link Distance (ft) 220 Queuing Penalty(veh) 0 Storage Blk Time (%) 1 LtIMEgatenelt" ale , __ ._ Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 6 Kittelson &Associates, Inc. 1845 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L T T R L T T TR L L TR L --Akr Averse e QueLto . 5 375 346 69 11 123 115 81 42 21 108 ; - Link Distance(ft) 902 902 844 844 844 0 Queuing Penalty(yeh 0 A •:=';-%;$ Storage Blk Time (%) 21 4 0 0 Plibinii:§1?-etatt Ott, . - ' - - ' Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR :`.11TNN-AP.!.....#41-ii:-Mfo:tTA- •,!'''"•;- Average Queue (ft) 127 Link Distance (ft) 220 Eft),W§T}rWrnWCP::e .O''--PI:r-I—'gWag_rg-W-Rfjgr!TMMitbift:tie-&-'.-;-t.g+rl-Pr-*WWM;Zfgk,:IZli Queuing Penalty (veh) 0 Orsi7a""elikitk:4-4. .4V4.71:t7t714.47WRZO-i. Storage Blk Time (%) 3 -S.:.:gi..-Tttl,RWY4;F'YCCd.RIRMT-47-a-rig;;;qig.'FrArt-cWt-WaNagZf—LrgAlriTr::ggFi Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 7 Kittelson &Associates, Inc. 1846 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T : T R 'T T T TR L L TR L g'A4 T® jl _201 91 2 Avera,a Queue ft 8 386, 364, 66 9': 121;4 119;:;, 06 41 23 8 --x.,110 Link Distance (ft) i , 4• .902 912 �`>Y. rrO: - ;y 844 ��.,' '� i'IAa Queuing Penalty (veh) Storage ., ®.rs . ,,h 56 45t � 66E- Storage Blk Time (%) }.- 22 6 02 •0 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR 1,40'7.'4. 79 arlertmAtl Average Queue (ft) 134 `F.e" ...' . ` ° 123 ter: • Link Distance (ft) .:11%1 �,. Queuing Penalty(veh) 0 - • •. Storage Blk Time (%) 2 matt ,veh; Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T T L R FA ci`a""''Quetae;-ff� ?!�#. c<u " �5•IM 2 ,,cam, -`._ .a7+. -.7_ r'� +. - .:r-s,n ti j'I� � ��'_ �:.EC'�i- - - � .��. . ..`3.. a...!pr�i'a..as4 �i....�ma•..iw.�..rsca:�i..,.,,rtxrtLG Average Queue (ft) 36 75 11 21 4 6 1 9511;19 up (fi Ak � d9 M� O 4k1 62~ '2WW� 19: 4 k ..,.k ,�^ , ., s ' _, F�.S... £r.Skr:..a: .....5'4. _ �..t� t�,.�,fi.,t,..�..v.:s4nu..,-.�x �,... Link Distance (ft) 844 844 602 602 602 298 Upstream B I k Time `._.._._ Y . w ` ,r. 1 � t- ,-_ Queuing Penalty (veh) Storage Bay Dist (ft) 75 _ Storage Blk Time (%) Queuin Pena It ye ll s f r„TS?n, M. e o �.ti'z "n i -' �,i a1*-7, s+m a 4 ds 9 Y.(-- �l �r-��+,.`i a al. "�'c s.i� s...�iii E �';�r..t:,..d.L e.,aw'=+"T.&�'i.0��' ci"r�����'�iz'�:_� ��"e;°R-, °L Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 8 Kittelson &Associates, Inc. 1847 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L.. L R. TR Average Queue (ft) 2, b 14 24 • }N 1 , 4_ 6_ Link Distance (ft) 8 .4,.602 602 602 9; 124 Queuing Penalty (veh ._ Storage BIk Time (%) Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R TR :.. Average Queue (ft) 24 66 13 23 8 1 7 3 5 Link Distance (ft) 844 _ _844 602 602 602 298 124 Queuing Penalty (veh) Storage BIk Time (%) Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 9 Kittelson &Associates, Inc. 1848 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L R L T R �L TR L R R .'..A� Ir6.if'_i. '.05"fi .; �'1_ a �' a's..- .y -1 f.5iar. �i' ',1-.rif31,rt��fl Average Queue (ft) 7 260 239 25.= 34 24 703 4 106 137 114 107 - fang i' 1 i :. r _ © ( k" Link Distance (ft) 60 _ 602 602.; 803 t fi ,24 41 . 1196 , 1196 i_etiArtiattkil e _ Queuing Penalty (veh) L :irethME: �� lTs fl 0® 2 "1:00 ,. Storage Blk Time (%) 5 0 14 a, 9 2 a Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served R> Average Queue (ft) 86 _ 45' ''!a J f 4 :^.:. ,3 14-. ' O - .. r .hr�1 . w . ,... ,�.. _. Link Distance (ft) 1196 Queuing Penalty(veh) Storage Blk Time (%) Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W\99W AM_ttam.sy7 Page 10 Kittelson &Associates, Inc. 1849 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served < L L R L T R L TR L R R Average Queue (ft 7 239 ' .220 23.'- 22 11 ' 42 23` 84 117 . 132; 120 551 ueue 6' .10411P1111Filil Link Distance (ft) 002 602 602 803 242 1196 1196 ,pstGearn#B Queuing Penalty. yeh p 6�for ge.Bay - 22 Storage Blk 1 ime (%) - 3 2 0 11 5 Queuing Penalty(veh) _ :.. . :V E , Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> Average Queue (ft) 104 yy 7yr _ Link Distance (ft) 1196 P stream Blk Time `% . Queuing Penalty (veh) oae Bay Dist (ft} - - - - > .,, Storage Blk Time (%) Pueutn e al'ty (veh) Highway 99W Run 3 SimTraffic Report 'E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 11 Kittelson & Associates, Inc. 1850 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L L R L T Rt L TR L R R Average Queue ft 7 244 224 23 25. 14 •8.?r 18;; 89 121 128 117 kt .Queue- Link Distance (ft) 602 602 602 803 t 42 iri 1.196 s reamBika Queuing Penalty (veh 0 - -vi, ', Storage Blk Time (%) 3 2 0 12 --.6,i] `'; ) Queuing.Penally. '— Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> _..r Maximum..:Queue_;( Average Queue-(ft 99 .•. . 95tfiQiteue� Link Distance (ft) 1196 r PaAreangtp. e!! Queuing Penalty ts(ve s r,_ . Qs" r ,h) Storage Blk Time (%) Pu e" 'P'us g enaY, y 41 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T Maximum Queue(ft) 30 >, k Average Queue (ft) 4 _ 05th Queue (ft) 22 - ., :� �.. u: _ x .. . •. ., Link Distance (ft) 412 Upstream Blk Time(%) ;r sg - 7 7 ,. 7 Queuing Penalty (veh) 5torage_Bay;Dist (ft) Storage Blk Time (%) Q1141 g enalty (veh) Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 12 Kittelson & Associates, Inc. 1851 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T T ax ti :�,�eue;(1rt2.:. .` % : , + . �'°_,� 3 _s. -- ur �* .,�; �s�, t �S,�isc..�4i�... �+ski:. ' '---�_ - �c Average Queue (ft) 9 15 •r, 5 ��������� f #:',Q r.v,, � `t,�K: � a-i?•82y.- '`'-0�.n.:.s� ��`�uii� Link Distance (ft) 412 412 ' :`1A- ' 7.i "v'a .t' II k a'aP +� Queuing Penalty (veh) Storage Blk Time (%) C7t�eu�ng,�PenaTtj�:�veh) • , _- } � t.� _ `- .'� � �.. '. :r . -..�'. .` : s� s w _,. � .: Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T FOE-00'0.4 iiC 1 .! :77s ° .-:i ,130 . -.,Y. X2 4.'rE p 14141` 5-7` '.b"i_..�r.- '! 1�.,,Y-; Average Queue (ft) 7 13 - 49 b 1�' y�7 Y-.9-'•rtCuK 4�n v n I .-� u,;r P'+f a sh+. a 7 c-'€-. R `,a:' v,-'°`�. 'X+." --,�.+� Link Distance (ft) Ki 412 412 g rX- :',WA n1 rr�Queuing Penaltyy(veh) s7 O�8e���::�:«�f���� t'�'�1.7,a �+:s#'L .�YeJ`' ,y�aw�r,� v4.`^�•7•�. �..,. �..� ..o��`a� r €-� �r�1_:.�c^ .f-s�" �F �"ru"r�.". sue= Storage Blk Time (%) '-�.�'le•"'wwT �k.Y,.33t .. ..�F2K+R'G.<G K{r'regir B '% S�_.R eirX,,ia-.« _r7..:.s.+-,..s,.r 1.�`.:K .1,�. _txxssiaw%L"i '.` >'ac•�r Nework Summary Network. Wade Queuing,Penalty�lntei-ya.� 276 __.,. .X�.:: ,y.•x,<.xv ,b _��„ .�����__ , � ,.k=kn, x_� Network wide Queuing Penalty, Interval#2: 222 Network wide Queuing Penalty, All Intervals ... .. .., Wide ... Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 13 Kittelson &Associates, Inc. 1852 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, Interval #1 Directions Served L T T TR L T: T ''TR L .T R L �A�vyerag .II!WAWA k 97 278 286 275 275 79 . 74[°, 64 86 ••8 60 143 - 1 +7iJlific5.4 ' +')r�. - iw' x,,,,gf a ,70,m, I_, -., -',} p° '' ,I `. Link Distance • 4 , .. 74 , 274 r w 6, 5 -T; - 1381, - ,' . Queuing Penal veh 0 I" i Okra ;:4- Storage Blk Time (%) 23 - .. . Intersection: 1 : Highway 99W & Hall Blvd, Interval #1 Directions Served T R Maxtrrt�_Queue(ft` ? °°' Average Queue ft 101 5 r, :;;: i tae .. _Link Distance (ft) • 1354 .. Queuing Penalty (veh 5tprd Bay Di t` ?00•,: Storage Blk Time % 5 queuing Penalty (ve .. Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 1 Kittelson & Associates, Inc. 1853 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T' T TR L T R L g.g.rMI—KI u uT. 8 4 > F Average Queue (ft 97 5 Q M1 214 126 4 53 63 27 "164 109 63 gal 's; I .s 31=.,` 22 'o•i ,Y; t4 -, i Link Distance (ft ' 274 ' 617 617 617 1381 1psrea ; T (%-` .. Queuing Penalty (veh 0 , 0 0 gtorage;,13'i_y'"Dist (fty, Q Storage Blk Time (%) 21 0 Quewng Pena(#y ie._ r Intersection: 1 : Highway 99W & Hall Blvd, Interval #2 Directions Served T R Maxiri i Queue l{ '(8-.. 0 Average Queue (ft) 79 6 95th Queue. ' °?; Link Distance (ft) 1354 Upstream BITVITT6 (%)M`: ' Queuing Penalty (veh) Storage Bay Dst,(ft) ,, �1 1 _ Storage BIk Time (%) Q.ue.11t—Fenafty(veh — -= '. :-'''- Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 2 Kittelson &Associates, Inc. 1854 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served L. T T TR L T. T TR L T R L Average Queue (ft y 9 ( 9 f�_2 ;Chi 27��° 229 115 ._.6 f�� � SBr;;.f 8. %'� 9 Q�� :.117 153 Link Distance ft f 2 4 274:1-274, - • 617, a617t•rg617' ; 13$1 ,:.ts.re-6-1011 . Queuing Penalty(ve 0 0 0 Stor��i ,' rs= Q Storage BIk Time (%) 22 '0. Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served T R r Maximum Quail Average Queue 'ft •Fir) 85; al, { ,„, L h5 ue ei,(ft Link Distance (ft) 1354ri>,.`, • h a i Queuing Penalty (veh) §... r g�f a: =D, (ft 21Q :Y a Storage BIk Time (%) 1 Queuing PenaIijir ti , K-4. Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 Directions Served T T R L T T < <L. R i�rtaxrmu Qua ° 6t ,;b,::9,. • .. Average Queue ft 263 295 30Z 32 114 : 110. 98 139 81 Link Distance (ft) 617 617 617 412 838,; Queuing Penalty (veh) 1 Storage,Bay Dist Storage BIk Time (% 0 1 0 3. CKIP IMP 03 7:12 • Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 3 Kittelson &Associates, Inc. 1855 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T T R L T T «L ' R Maxim 55 8�Ta 224 Average Qua_ O. ft, 179 19 '`' i0 34 77 66 117 135 61 Link Distance Jft) .617`'•' ' 7' M `'81 . 1 ' 412 412 838 tlp6frea ,B me- Queuing Penalty (veh 3 3 0 , Storage BIk Time(% 1 2 0 Queuing Pena v#; _ _ _• : ®� Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T T «L R M m f: ( ?'..,. ..65' Yg le.5 9z.. 1fi:$ 66, 226 mu • ue�e _ Average Queue (ft) 199 219 45 33 86 77 112 136 66 -; ,, 051: 1 e_tg -r_, .. 9 ,_:2 1° 2�:3�-"4:88 ' Link Distance (ft) 617 617 617 412 412 838 Queuing Penalty (veh) 2 2 0 S tiwag, W-P:ist5ft. :_l° .,�.. ."63 CDQ 00 Storage Blk Time (%) 1 2 0 ,e^.v7ve Z T7 •ar.��v mn7-v.�7Fn 4— s1 M Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T T T L R �fAC yp .t.; ' , Y ii -i `fit d' C 4t + F'~ L • l 3"M4 01 W�+(• #1 ic - _ ��.w tl C�� ..�..._ �9.54 5„, ��" 0'"ty�•.@. S.�� ...ter-� e r:-r9�t .,3°6 p cr�. ;52,--�2:�r �"w�.�:-�_ ..�-t Average Queue 150 124 71 56 50 108 136 79 p5., _ . -6 _g 1 , i- 9 23 85th�Q'ueue {ft) - °. 226 `:.�r,� �-�e�� `-�s � e � ��; SFr u.c :v;>.g. Link Distance (ft) 156 156 902 902 902 390 O w.^.. y w,i �R FI'M-.t. "ir4Y'S? b "? F� Upstrean Bll Tltriet,(/%) - .s- A.a: ..�.x , 1 .5 ..� 4u. <;r • -- ._ Queuing Penalty(veh 33 6 age;Bay Dist—{f) 1j.0WA ',_"* ^-x. -- _ Storage Bik Time (%) 5 0 3 wing Pena ty(veh) s® q7 -: ,, u-_„x.ntr'`-.,�.,.F2,•? Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W AM_ttam.sy7 Page 4 Kittelson &Associates, Inc. 1856 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T T L R ��.��+ Y 1 y��ylw 3N 2 �4F i iilki rS•iGf"tb(fq(f!{jF 4,-He - 9.'4,61 .��9 , w-''F. _? i' "1';''7 MA"P ,--'4 e "- $ r_a: ' Fa. Average Queue (ft) 124 11657 63 58 52 133 76 4 ~ IY+ 1 ,ice '~'y t ns} :toll' 3 CY ),: 1 W 0) aaV. F .. rV YgT L r •£Z-Z`.. Y T 2- V:P Link Distance (ft) 156 156 902 902 902 390 A i� .'inet6y/ -4 1 ) .: q r''':=2-:-. ,7_ - tt, ,,z ,"- _ F -' ^-r x,n" Queuing Penalty (veh) 27 20 0 g.Q f D $ .1.7 li< T.,ti -! a Saw__._ -4. QC A_ _4.z2.. _ r Storage Blk Time (%) 4 0 6 P - W 0 !fF/.��n�t 6 9 ;2; q E;,f. SS rte L..�' 4 .. r ti _r 4 'F t�z E . 'h"as 11.N- sLvS• .. 'gy ' Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R -V .N' .. �r�� uF...l't w-'14. _^,. t t'sY` y y;r .F ri ¢ [^^ e� J' s. t„_ �4?n lF IFIP4- .1 14%.. rz:�R.-ri a ° ri'l., ern r': tg ,. ` ; :A(i e: i_, #n Y,. i- 47,::; 1.a T: ..- Average Queue (ft) 131 118 61 61 56 66 133 76 ._1 ; 1..a1f..B..q:2 0)1 f-"'.4'i,Cti :f'"v' F I.. 4 '4,-P/a f-. e U; �J ,•'2 u.'+.., rt "#.'`A�, e-. 4i1 x i-'4'4 .zr Link Distance (ft) 156 156 902 902 902 390 If t . 6" ,4 1lj i •{f° '_->.5 h I -ice a. -;,1 'V 0a a ".i ,1:4 'c 21. n`- Z -.1• Queuing Penalty (veh) 29 17 0 F`° l f:'A7 .0 -' fK n '. 1 9 B :, FS 4 'r ",1 3 7V1-1 SA 75- -. Storage Blk Time (%) 4 0 6 TV C Tell llitAte i s '*-4A ff :i., �` '•`-- ' ,, .1-,, a,:F,fi n- s 0 Y,.-S 'i F� :1:1'''-'-'-' -K.cl.L 1' - Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served T T R L T T TR L _L TR L TR pra 19�r 'ue., ;, , X . 789 V 26,E t 9 w'` 1�8S .$U' x.` ',' t8 t23. s8 Average Queue(ft) 472 456 115 18 102 119 88 65 41 30 194 99 95t ft,,,r4 d e' =1+ ;, „ `7 •. 315:1115 .:i55 Warggs1:12 'SM4L2 ' 63 Link Distance (ft) 902 902 84. 4 844 844 1032 220 U $ -pp m 9 �L, i�ti aitNi figi e x —71-,-W---k, mac ,-1-t- '�• '6TT 3 55: s Y` Queuing Penalty (veh) 0 -$7 - Dis 1):S. rthagi ttieZ a te' 7 :450 X50 f ,- Y275 a u Storage Blk Time (%) 25 11 0 0 5 :. ... � ^�, :aZ T`�'' 1 t "c�'-C: 7. � a z.'>:T>� z,. .F a- a �"r+y�-C �t��'e, 'a: tt�f'1T ' v _ E 24s�y^�Y ry0t 4,=.,r EtiO N� � �w'�'..m 21- ...<w 9 . f�-L Y.i.. i`B.Ga.Yuab S.F' .�� -II�_r-...L� t6' Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 5 Kittelson &Associates, Inc. 1857 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L T T Rf l.• T'' T" TR L T`R L Max t7mi Qu 0 it t 236 e Average Queue 11 12' ! 340 - 315 92 16F 108 9T T9 37 7 _ 2 114 g5;_jle .X02 .# 2°° '83 ,�, Link Distance(ft) 902 902 h" 844 844;,:: 844 _:10032. ; 1r m1f.' Queuing Penalty (veh) 0 Storage Blk Time (%) 16 5 0 2 1 xn+a'r�s+� •M',rxa ,.., wx � . t - -F Oirg gLLrgirgi ,r veh .! g, ,n �e �'� .' ',Q _ 'fr _, .. t- ��. .. ��tiN � .? :� ���`m..z� ..:r,-f,_, ..ter ... �. h.�s.: _, ., �, �.�.L �..,., �-�� Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR . °` m Queue(ft),!:: �'�` Average Queue (ft) 83 Link Distance (ft) 220 U st_eam elkTime (O/0 0 Queuing Penalty (veh) 0 torage7Bay DistO` Storage Blk Time (%) 0 Queuing Penalfy(veh) 0 Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 6 Kittelson & Associates, Inc. 1858 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T, Ld_.. T T. TR L L '. TR L -41� fir. �tr�t +`•, f r; ?_ ' Average Queue ft • 9 372., 349 97 17 107_ 103k; 81 44 -3Q, 24 134 Link Distance (ft) 902 902 844 844 : 844 1032, 011. Yr FF'te4a Queuing Penalt veh) 0 Storage BIk Time % 18 6 0 2 2 t `'1 tit lkt,..q 10 - - u ... .s Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR Average Queue (ft) 87 Link Distance ft 220 Queuing Penalty(veh) 0 Storage BIk Time (%) 0 Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T T L L R TR aximum Queue (ft) 252 310 89 72!:: - s Average Queue (ft) 71 117 23 27 12 3 10 4 4 95th Queue ft 181 312 83 81 MAJAWSZMUMINffigliallagnMWANIM Link Distance (ft) 844 844 602 602 602 298 124 eSb�.w? rfla: Ar. 1 fp r,'�P. 'i.rn ..3•rP:'.�z ra,_:r- s,.x ..> .. .- k .-a•-: i , ...�r _z..- �':.... Queuing Penalty (veh) � �^�z7� a a�j "f1^'xc •�l}P �x^N s 'S+ �o+x �v�3 z t'?"s' 4',z"'' x �` .�, Storage BIk Time (%) TiIper:.�.k4 �,.. 4 -. #, ta--t,�rrt• ':,t.i ,-:� Suez--�X'{'�w+f >:..��� t �d" 4� ate..'3°-3� f..ws�1, as ' �£'c a -04 �C . v'� -. t._,.k vim.,,... I.S..:.h....•vl...�� '3{1. ,".+ki't `{..- lFr A.:ui'. k .rF: ,.�"-^- �'. S.'yY.466 4 Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 7 Kittelson &Associates, Inc. 1859 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R TR LI-NitriKkED.1,11a.diAfa -'77471 Avera• .Qu • ft . 145' 8„ 15 18 T • 3 9 Link Distance(ft) 844 : '044 =602: 602 602 2'8 124 li aL1'�'11; ? Queuing Penalty (veh Storage Blk Time (%) �aet�n final ,1' e's: Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R TR 44-404:0)'61T-It igr*I.eintWYMAIMMI111111111.111111111111111 Average Queue 52 96 17 21 8 3 7 3 . 7 v..: Link Distance (ft) 844 844 602 602 298 124 Queuing Penalt (veh Storage Blk Time (%) Y Ueul 11��8 tx eif ' e '3s� a. ..w� � $'L .a-.....� aa.._•..r... :_ .T1 Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 8 Kittelson &Associates, Inc. 1860 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L R L T R L TR L R R 1. Average Queue (ft) 12 281 249 59 24 3 53 6 65 66 135 128 1 IT .W. x:82 Link Distance (ft) 602 602 602 803 242 1196 1196 , G c Y:. Queuing Penalty (veh) S c"rage Bay Distift) _ Storage Blk Time (%) 4 0 7 CauePing Penalty (vehg �,r,:s.�� � _� � �4'�'� ���J�� ��b _ - _. :.. ... ... ..��PfL� y.,.-.,'F .T_;�+-:��t f ..�4r.:.i:h -.� -._.. .. 'a 5 � _ s2_ .- Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 0:4491014 Directions Served R> Maximum QueGE:' f .. 1 7 5 a n_o k K rtS�: , ty � � a Average Queue (ft) 125 CC �, „'�0�A ? (� ��3 ksN w4 y t FS t r PirdAf �e.�0s.� v'tr4 6.t1�s..Qu@ue �'.�.. LLAn.b"nr.°.i bra ;I f r r 1-6'+,ti 4 , ,ttir1�, :s _.:�: "�.,,,at�, �;�Y'� # r 3 '�`�� ;�'R, Link Distance (ft) 1196 ' ,R,,, �1 -..d ! r 4r. - - ,ir' i fA s. .,y. sr„+-'"y' fi. Tal '.a 1 R' rt xh P i. �y,�c� ;,rea r.1?B1kf r?�t�' >:�� �'3 _ � �Y,�41 4� r L4 1 _ x r1: ��.iC9}.4 Ir *.;�A t Queuing Penalty (veh) .�+rtfi7: 1: Wi,�n}.:N�A3 T., t 1 .. , ;zP nli_ Storage Blk Time (%) =MAN y brri.'r+.'aci.RQMWT r-'. Tra"i Zi ra i-a ?! s aT ii�#az z- 73472om. Ii Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 9 Kittelson & Associates, Inc. 1861 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served < L L R L T R L TR tL1 _R R Average Queue_ft 7 256 253 29 27 8'. 28' . 17 61 90 140 135 95 i 70 Lt � y i,., G b of Link Distance (ft) 602 602 602 803'1 = ' :242 1196 1196 . v111-62 �F: ,. . . _. ;,.. 125 100 _= 25} Queuing Penal� veh Storage Blk Time (%). 4 0 5 1 1 Llueiin Realtys Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> Average Queue (ft 111 95C Link Distance (ft) 1198 L strea%ti 'met Queuing Penalty (veh) Storage_Blk Time (%) Queuin9 '_ Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 10 Kittelson & Associates, Inc. 1862 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L L R L T R L TR L R R Average Queue ft) 8 262 252 36 26 7 34 15.. 62 ,85 138 133 Link Distance(ft) 602 602 602 803 242 1196 1196 Queuing Penal veh Storage BIk Time (%) 4 0 5 1 1 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> -,: ; - Average Queue (ft) 114 Link Distance (ft) 1196 Queuing Penalty(veh) Storage BIk Time (%) ... . - Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T T A• verage Queue (ft) 4 4 951•x' µk �.qh. `, � Link Distance (ft) 412 412 Q• ueuing Penalty (veh Storage Bik Time (%) e � Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 11 Kittelson &Associates, Inc. 1863 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T Average Queue (ft) 4 Link Distance (ft) 412 J$oearr MTaq e M y " a Queuing Penalty (veh) .�7i[J:r'] 8 �Dl$^ r'F f`ia"x€L§' Ga �'a gee-. s� AtAt, a"s;. „ ,,sign - .9 a_z:��?t dv - r.. .�:_ i . 3.:'.-., 7 .�r_t�x?s-Y.,.:z .. _Sr:.-Id:- Storage Blk Time (%) Queuing`Penal veh <a} , Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T :ax-i 6 U ( Uen s X.�+4.g 6 1 _Z O 3 L 4F-§ Z4 r sR s 3 WG d $ t±;axu€3 Average Queue (ft) 4 g�J �Q�eU6£ 1�;�j;�'�u�r : 24 #;nom,'9 ;��'- � ���-�`'�� � ��Fe'",�e �' • �, '��3�y�"�"�sr,y �`'�itcaur,�FZ..:��-,: � 6 �^sst..�,.> f ��..s„ ..�:itk"ra �..:n�s? .r,'F_,.. .x,a a a..rrr. '.-r ;s M: �.* ., ....N_,.dux,rk. ':;[yt� r,,.ir p°t,,�£Y^_:..,:.., Link Distance (ft) 412 412 .xra'-=- p a:.Ts rP �Wae��.F'six, p"TM-n.7 x 44.y.. ..e�-n .rc, y .rd74'yC ''c+:ZN u.}-j t VEF. N z'``,. �am`g :!_me (lo g. y " � ;"- �i,t.; x J g .� Y.a muii...�iL.�.. -ufu •,�-:.'�esna.� `aFk.,.. Y:`v..� "v�"?i�..z.`<:4 �,r�....,�...,..-rR.#.,o,.��._'e13�a, sa. '' K��x,:i �13:.� ,._u� =ni�Ti+ .1L.�nii.�'K�y':S' .�i§vS Queuing Penalty (veh) iiiM § u ' , } t } �.( ; ZIED 'F' s�" �,._S+ 5.. �i=..F�_� ,.We��.n."2% �.a ��i.0 �f!i�a'1 ,.«c"`k.3'. �.. Storage Blk Time (%) ,Queumg.Penalty:�veh} Nework Summary Netaivorkide Queuing Penalty_;:Interval #1 158 Network wide Queuing Penalty, Interval #2: 132 Network wide Queuing Penalty;All Intervals 1-39 Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center12008 TotallHighway 99W\99W AM_ttam.sy7 Page 12 Kittelson & Associates, Inc. 1864 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served L T. TR L T T TR L T R L e.T �' t e '* 5 0, 288 6 o ot. � , ."--" 42 @ 0;• Average Queue (ft 101 276 . 275 215 162 52 58 78 24 57 95 _ 151 3M01=IVi ` ` t. �,0; ter._1: 1- '` � �� z�, r' 6 Link Distance f1, r 274: ;.a 74. ;,274 ;7-617. - 617 1381 . Queuing Pena veh 0 _ 50' 35 Storage Blk Time (%) 20 5 41474,4,1 1,;e1i0 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 - Directions Served T R eisAtalwi.10$ 41; :j Average Queue ft 7 B n1' d 156'x= Link Distance(ft) 1354 r ..":041; Queuing Queuing Penalty (veh) Storage Blk Time (%) Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM_ttam.sy7 Page 1 Kittelson &Associates, Inc. 1865 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L re//}•� tifi'! 1:t�.t;.s-,r4i1 {xt. ��'. 1�� t- ; .' � e�l.. f ^ x s+-. y e ix,'1 ®E Sri 8 u _ f c ! .;r ha d.. ';I ;I 4:1' Average Queue (ft) 75 279 281 249 140 38 43 58 37 70 101 188 . • raliN 4- _ , o-,.f' ro � ., 33.x: _:; '� : 6 � :`. `I,. O Link Distance (ft) 274' 274 274 617 617 617 1381 a`J��_ t gin•t��,_� Queuing Penalty veh 0 0 0 300 s 25 ""250 x315 Storage Blk Time (%) 18 3 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served T R _ _ Average Queue (ft) 101 6 Link Distance (ft) 1354 Queuing Penalty(veh) Storage Blk Time (°/a) Highway 99W Run 5 — SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W AM ttam.sy7 Page 2 Kittelson &Associates, Inc. 1866 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, All Intervals , ; c Directions Served L T T TR L T TT TR L T R L iU1a_itxtlarxi 2taeue'-(ft :-_ '.:Rigk, 9 ' Average Queue ft 81 278 279 241 146 42 47 63 34 67 99 179 Link Distance (ft) - 274 274 4274 0", 617"'- 17 ri;17 ;:, 1 81 Queuin® Penalty veh 0 0 0 ;;•,, ,�• - a Storage Blk Time (%) ': 18 ) 1 ! 2 d ;�r h c; _t eke Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served T R e`.6 Average Queue (ft 94 °' 6 ' iF. ,:'� t' t ;' 9'5# »� e Link Distance (ft) 1354 Queuing Penalty (veh) s ; ': `? ' g aW$4;D stV(ft) : Storage Blk Time (%) ue F EPena154 ve r: ._ Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 Directions Served T. T.2 RI LI T I T <• <L i R Max rnurzitrQueue_ Average Queue (ft) _1874-1,2 0'ri 47. 29`.:' 128.'. 130 iF 133F8t152.'' 70 a 4u Link Distance (ft) 617 617 617 • 4127412 ii' 838 t`t, Upsfrea t lk`Time (/°) Queuing Penalty (veh),. 3Sc`a . ::_Ba Dist.(11) Storage Blk y Time (%) Or 3 0 :,,.. -- Que t 9}P';„776113 (veh . . Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 3 Kittelson & Associates, Inc. 1867 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T T R L T T C. <L R M--IAat ne• 0 .. Average Queue ft ' - 139 187 ' 26` 38 63 73 99 129 62 Et iie'='. ° :_% I ""* :` DgNI■111111 Link Distance (ft)' r 617' 617 Y 617 412 412 838 Queuing Penal veh _ = k :4:0. Storage Blk Time (%) 0 0 Queu jg Penalty7(Veh `'B - Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T T <' <L R , aRijNi Queue„ „'''28x, `7 1. u�. a k Off' "2_2 Average Queue (ft) 151�t X197 25 36 79 87 107 134 64 , ; _ , Aa,.i�.a�.r .X '..'fie_. ?.:..4 M Y4Wr *,> Link Distance (ft) 617 617 617 412 412 838 { Queuing Penalty (veh) toGa u-''Be- 1st #tom i; u» a;txn. • " * 5®'t r01# "£: (... y °Q, Storage BIk Time (%) 0 1 0 r-�cv ,�. r�.. :c 9�recssr rrrarx, � ?rtsnc °�s.?,- _-sw q v^).. -�^rr.�xwr_, .. :. Pue EN alt _.(veh)ti _m_ i,, x y {� y,, `''-.t 4 1.c ", - 'Q}".'E 'ci4c7 vR °c.y t i IT FT. 1 Y _.� F.r. .� 1..�'`.:�S.Fi`.l'.'.4�._.`tS �_nP .5.�^.�.��r4e�., _�s`�trAabl-`��� uf�.GYYR�!'�C.+.].S.C.S�.-�L`' �aJ�l; Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T _T T L R _ [h a,. .- ' geue ) 202 22t) 74 �' :6: : F` , 2-t i ,4 '4 , '$<a t gr'`u . Average Queue (ft) 151 181 36 85 106 94 175 109 R:.PITtMeMM(.' vYt l * '24Q101t 2 2 ;5. o'_;" •n w, :ik4 .- ;' _ '.; Link Distance (ft) 156 156 902 902 902 390 y7o f �. .;� 4 r ..,. if a 1s'�' r,:.y .0-c..���� e .:y„j-y .> �n`'?e�i, �.- v:` Ci Stre triVreka°�Y _ =i:Y -- ... _H ' . E :ate.' != Ls T. x a :_. +Y.�. n•ri.rs.i.. -t, L l ,vi't'...._ ��:'�.�.�tra r .Ys�' � A �.�.3a: Lvks.ic:. ti;�x.�. awe Queuing Penalty (veh) 49 86 0 61Wg W, ”. . t 4. ib P_'. 1 q;.2 2 mitt,: ., ;2 ," -?;_e t ti.i .y':?' Storage BIk Time (%) 10 10 r, . . �b�' "r s. t ri� SST r:t�f.a v ��""'� -ear 's���x�"+�fF i ��i=� a'r ;; Q 9 ena �#*11 ,: karma" gEgi ''t: ._ .. : WL'.".$ 2 .� E T�� :t<Sked. ._ .tga Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 4 r Kittelson & Associates, Inc. 1868 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T. T T T. LT R ax.ee 4 a[ 1 ;61 :; Average Queue ft 114:1: 1 ;Or 4 193 63 Link Distance (ft) 156 '''156 6 r ?'.9'2 902 9' t',41? < 390 U i ctl1s1-rfle R9 t '1: Queuing Penalty (veh) 9 29 0 ,.;• Storage Blk Time (%) 6 0- 2 . ZIT( Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R Average Queue ft 123 146 40 93 93 69 189 74 ,.,.:, YVAIr15--Vt' '1)7;1 Link Distance (ft) 1 6 156 902 902 90M, 2 390 - mP='rya s' 11 a1 Queuing Penalty (veh 19 43 0.. 6o:an 13- •irlf%rt 9@ Storage Blk Time(%) 7 0 11 Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W AM_ttam.sy7 Page 5 Kittelson &Associates, Inc. 1869 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L T T` TR' L L TR L Average Queue (ft) 7 426 439 113 20 111'x' 101, 60 68 ?'23 35 119 Pte rae e fft 'e4 0N- Y• 8: .2.Qi: Link Distance (ft) 902 902 844 844',' "844. : -1032 Queuing Penalty (veh) - Storage Bay Dist=11:0A- �50 t~i_ . ".__ 430 0 Storage Blk Time (%) 24 10 0 QueumgPenal'ty'(veh) Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR MaAm ue g _ Average Queue (ft) 186` Link Distance (ft) 220 Upstrerri`Bfk °, ° ` ,'- Ara £ Queuing Penalty (veh) 0 Storage.Bay Dist:_(i#' Storage Blk Time (%) 14 917eurng 00'6 ty' vh) x24 >' C �_ .7=3 _ I S.e Y_ _ L r _ H �x .. ' Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center-12008 TotallHighway 99W199W AM_ttam.sy7 Page 6 Kittelson & Associates, Inc. 1870 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served yy L Tr T TR L L TR L R vi � if�T " A o- r �t 1; r b X r W ' ' -' 6' Average Queue (ft) 18 337 319c O;: 7, a 119 ., 126' 101 40 , 21 19 121 Link Distance (ft) 902r-. 902i ,' ri Quo i Penal veh 0 450 450 -1. Storage Bik Time (%) 16 4: 0 1- 2 `1:6'a_51 r..11,7koakilitii"'IrM,M111.111111111111111/111111111111111111W ANE11111111111 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR Average Queue (ft 128 Link Distance(ft) 220 1: . 9I`��alrrSb;��'f Queuing Penalty (veh 0 ,, a -4) S i }. Storage Blk Time (%) 1 Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W\99W AM_ttam.sy7 Page 7 Kittelson &Associates, Inc. 1871 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T R L T T TR L L TR L M ,� i1"". 4r E 63&' •e7 ? 32 2 2�z36 Average Queue ft 15 358 348 8.1 10: 117 120, 91';. 47 22 ;, 23 120 gt tr-19rl Link Distance (ft) 902 902 844 2 844 844 1032 re =1e fir;; Queuing Penalty (veh) 0 tarag�Ba sf- �t i 50 �, + r R 00 5 Storage Blk Time (%) 18 5 0 1 1 Clu uMng1PenaltjR Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR Vrelt; `;;sue Average Queue (ft 142 Link Distance (ft) 220 �7'pstrearri:H] i '' Queuing Penalty (veh) 0 019-517 a ;Cl as Storage Blk Time (%) 5 ue' ng- aty{veh) 7 8 - • r, 4..�. _ .. . Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T L L R TR - T �. � ,;, � . ..a .r.z �r s•r s c. .➢;,s-.•�.. ti'i.2� _�r ..:a ttr, i .z,+_..i#-S'� s ..,:'�X'ra �n v.� ._�.. Average Queue (ft) 23 48 8 4 3 2 2 6 9 t1-Clue ae(fits �' " 0 " 'I :' : . 22 ` Ft 4 Link Distance (ft) 844 844 602 602 298 124 ;* �sT,�-rs xs�a x:,[�Xy�,�� , it .�wg _ Queuing Penalty (veh)_ _ _ _ storage Bay Diirgft !:$ :aw 3` `r?Ati .§75,4.:§ '.b.;'lu»t.i tg `` u..,a .`t? ''�Ft e^y"V"' Storage Blk Time (%) ueulrl PenA veh i r ,Y aTa W " °z ° w :7Y. +:s tY :"'�_ - Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 8 Kittelson &Associates, Inc. 1872 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 ,_, Directions Served TT _ems,uue, WV c ° ; , "3' Average Queue (ft) 47 75`x" 21! 20 9 2 8 c. 3. 11 t ligroWLI Link Distance (ft) , 4. 844 844 602% .. 602 602 )i; ; 2'9 {3:124 : r pstrear ilk Times° o Queuing Penalty (veh) ., `' r` g oraF"e Ba Dist" ft Storage Blk Time (%) Queuing Penal4 (vet�, _ Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R TR a i' t2ueu 'a€.t i -7F.f Average Queue ft) 41 69 18 15 8 2 7 3 10 Link Distance(ft) 844 844 602 602 602 298 124 t ttrE - ';Q1t 'r'4 Queuing Penalty (veh) Storage Blk Time (%) Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L R L R L TR L R R R> gr T►grP .,7 $44i 368._ f 323 a 3 S5t €°. - ,477.756f 16 A fi 6u , 63: Average Queue (ft) 0 255 248 58 27 51 13 59 75 90 80 75 ) air- rs : apliK372 38:7 6' 11_ _ S rOra-19 7, NOM a Link Distance (ft) 602 602 602 242 1196 1196 1196 a'S•c'-,�`.Ft. 7 '�� Jr 11 _ MIA Queuing Penalty (veh) Storage Bay D1a4fFi _ i per ., 300, 09 25y Nib0 , H .2 . . r.r riP �� z'. i'G.a+.r... .s'M.auu.ti...a..:L.w..G?•...1 s 2.i.oe...._.n4�ss. .gFF��R N�l,se, v.,....�.uw�.r� Storage Blk Time (%) 5 0 0 2 §�;�'�p 'a'�. y, r. .s'st x,e eidF �%y.-y a -� v;�.. "r=y �$Z '�-""'- ,� .r_ -1 "€`� ���-'E�,�,' 3� � �e:�'"2rot.-Yrcf'R'� S�T'�'-- tUe ! a�g c ell s. [ 7a'g3' . 35 ix�.y'- $ r-rQ Ok��wi N - �' .. : rs a� ���`3�-:1�-.�� s'� �°.�i �',�35�' `.�,�. ''f:' ;5�.. �' ' -. .4'��_ .`.ate-.�.... 4.f'�� Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 9 Kittelson & Associates, Inc. 1873 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 _- - .- . - - _---' - - Directions Served < ' L T R L TR L R R Average Queue ft 34- 241 237 19- 21 ' 22.: 30 63 67 135 125 Link uistance (ft) '0 602 ' 2 602 •.803 242 1196 1196 PiMPleggiLDWA- Intersection: O: Highway 9SVV & SVV77Od Ave, Interval #2 Directions Served R>` Average Queue (ft 104 - • Link bistance (ft) 1196 Queuing Penalty (veh) Storage Blk Time (%) Highway 99W Run 5 SimTraffic Report E:\7OA2-Tigand Retail CanUnh2U08TotaKHighwayBQVV\S9VVAK4_8om.uy7 Page 10 Kittelson &Associates, Inc. 1874 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals iv` ;. Directions Served < L R L T R L TR L R R f?l rim m2'` _ 232 Average Queue ft 26 44 2 '28 23 3 29 -2 62 ,69 9 124 114 4 96t l7 - -_, '" m '',=.: ` ' x,9 Link Distance (ft) 602 6.2 602 803 ,t 42 • ` - -1 .1196 Queuing Penalty (veh) 0 2 t, Storage Blk Time (%) 4 1... 6 3:-, „Al , t ®e.ril8 Alt F Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> A11 1);rra ueue°ft I, , Average Queue (ft) 97 J5EWetae,, ..`,/,_.. Link Distance (ft) 1196 stye a Ta e f Queuing Penalty (veh) : Kfdigg, Ba Dts :': r _ Storage Blk Time (%) 1Q euin'Penatve Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T T - _- _ Maxomu, { a ..-''','Ii-,;_ Average Queue (ft) • 5 15 95tH Queue, ft 7 a4 23°' Is;:,:r .__ Link Distance (ft) 412 412 l p' ee li B' me.(.6v Queuing Penalty (veh) - PROE l ist(a ' Storage Blk Time (%) 0('� sy p _,.,y,� q{ rY y:w S O,h Fend 9: . 1'.__.4t641� f' tM i' h d jh {ii.1 t4, Y'v' . 1 :A 42 F r. L1. l ' CS-.- � ���':i� r ,�d,5!. _._ ._.�. �. ,,,,r.,, �`->..��E t y`3 sit sA,_. �a a. ���...s �:�,,,'�S`z��"'�.sse�a r�. Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 11 Kittelson &Associates, Inc. 1875 Queuing and Blocking Report Weekday AM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T_ IVla u'� na [ni,Q UeAV = ys Average Queue (ft 5 FAECOV ftle z . ._ . Link Distance (ft) 412 p�rea 'B, =timed°o_- Queuing Penalty (veh) So°rageB yDis (ft T—r01 1,` Storage Blk Time (%) gur�x ti•It' i r � t T., 3l t'�-zu �l .ir � 7'-r�Fj ,a,°s '8+, _ �� -. --� euirjg genalfyy(veh) .^.k,., 7 --F ;.. A,A" t' -` - F _ - 4`-. Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served IsrPA A M4T T a W t . iY k Average Queue (ft) 1 7 ". 1. � � ���g � 'r°":r���"ri 3,� stir '�- ��� ffia2- �:����.�6f'�'3�"4jt i rr".�Xji� U.:�. .a.�.c.., .�saa.s.4���r_t_;?,'_*t?ia, r:4� _�.;�el�.�C„=s.�>�. �^�.`x:;,.��, :w..;� =r:i:��_�. ��# �1 'i Link Distance (ft) 412 412 -i f^f. YY.r w: a*+ t. _:s) 'j'�n. G n .;.+T.-Y� as_ s+i 4 i""t”` o �y„�rsk xS ,', s 7ps rf a `� raie 70), n..".. e}._. ,. , _ __ `4 .,_:: `. - : , ..__.._ ...°_ >. ,_. - Queuing Penalty (veh) 7 Q BBW6F airaTifi i i ,..O_ Rj� Storage Blk Time (%) ?2ueutrt Nework Summary Ne�work,wld{p] Queuiri Penalt{� Interval#1 290 F Yy� Network wide Queuing Penalty, Interval#2: 140 NetworkFwlde Queuing Penalty,All Intervals 178 Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W AM_ttam.sy7 Page 12 Kittelson &Associates, Inc. 1876 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served L ,< T T TR Average Queue (ft • c183 .' '189 c.° 156 '185 178 179 197 76 152 124, f i Link Distance (ft) i r'274 t, k617 ,;•,617 1381 ilrr Queuin Pena veh 0 0 p .. X4-6 Storage Blk Time (%) 2 2 • =, . . . 3 ,. Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served T R Average Queue (ft) 140 16 ;;., Link Distance (ft) 1354 bd5:1If MF:.41, 9 ..4 '. fit" Queuing Penalty (veh) Storage Blk Time(%) 1 • e u a• e .,y ve'`I1k. 1 s ' v �?t ., Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 1 Kittelson &Associates, Inc. 1877 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L l l c tligli a - 4 -i' ':' ,Z4? ,,,.'1 "-''.'t .*i < 44,6 AIL DAI-.4 ig b'"i Average Queue ft 194 '''.230 1 22 F • 128 137 159 165 171 100 143- 89 155 Link Distance (ft) 74 ' • 7 'I'274 617 617 ' ' 617 1381, Queuing Penalty (veh) 0 0 0 0 2 Storage Blk Time (%) 12 6 0 E Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served T R Average Queue (ft) 144 18 ,• Link Distance (ft) 1354 :./'sea ' l ' r ' , , Queuing Penalty (veh) Storage Bllkk Time (%) 4 t.Iu u[16 1 U OWNe { ;'.. - '''"'"'N----7 7:7:7 ` e i` _3i i..zC_ -4?-; €3:'tr;:Tgr . s! x� .L ' Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 2 Kittelson &Associates, Inc. 1878 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served L T T TR L T T TR, L T R L 414.4tV.411)1i141,12,--- Average Queue ft 192 220 213 135 149 164 168 178 , 94 145 97 157 95t1i7-4M--iiiii, , =- '.•1:-..- .''''.':' - -.:---'"' ':'4,,'- ''.?,5,-.;;:tk.-;:;- .F'.- ---.3 0-i'r'Yq-/- ''-r:'.- ":'§AINIOPP:4 Link Distance (ft) ?31` 2744 27 '..- 474:! ' 61''' ;';,617 ; 617i pp: 1381 ui.&tip, .i.1-1;.1tf-Trtitzl-= Queuing Penal (veh 0 0 0 0 , . ..... Storage Blk Time (%) 9' : 5,-;-' - . - 4. agromeri ,_. Intersection: 1: Highway 99W & Hall Blvd, All Intervals ,.. . Directions Served T R ---'111:69AL,111..710 ‘:)am-'29)Expsf,7,,A'ssi-:::.,. '' :::. . .r,.,::::'.:,'.-,: ',..,-,:::. Average Queue (ft) 143 17 grtiat717-17-MMitt4PM06-07673-Wr..e&ORP. W.-4F4S:-MMITt4etingsi.71TigalW_ '.(:: Link Distance (ft) 1354 gi54fri 47,,:z4.014t1tWiliftfliTzMIN11-:4414IVIgAUTTFIZEtraigITti02 Queuing Penalty (veh) 87676-078:47:61WSWITiggE.YOfft.gt7IWET:=7;73:41*VW4F9g-VffatRigagaikA224P7:41: Storage Blk Time (%) 3 Mar1574TrairEg5E-iMr Oa.-.1.ARTE .T.7.-i ;M;;;;47C4giTILiiiirkigrfriZi4 aiR4 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 :,6•,,,,,.,,,;,.,::=1,,,. . - :,.. i;:.,,_. .,,:; ,:_, :- Directions Served T T R L T T < <L R Maliteglf2E73,81/,,jstaggISKTE91122,17E-EMBROTISEZ5,§: : ff,.,,J4:.:Pa'i:Y:iril:i4Eiri, Average Queue (ft) 193 229 24 55 113 90 215 849 215 pu-L-qt qpiatogalf.',x4z,,jl iK i;-mgg,oimr,..jmglygis:-maggajriogrgtsmm:a wilw 7'7:2,--."ow& Link Distance (ft) 617 617 617 412 412 838 K.)-136--'a-r35:01.,g.F616747;03132M-V4TMErinairEATTEMIRVEDIFt7fP.DrEnrOrl.gtegi Queuing Penalty (veh) 0 age Bay Dist (ft) . 350 200 -.- - 200 Storage Blk Time (%) 36 44 9 queuing Penalty (veh) . 228 275 . 56 :': - - Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm sy7 Page 3 Kittelson & Associates, Inc. 1879 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 { - Directions Served T T' R L T T < <L R N irnui IIueue°f M lap 111E1 03 ; 7 7E 20::51 Average Queue (ft 163:` 222 23 40 94 99 204 '524,` 149 ; , ai:; . Link Distance (ft) 617'' ' 617 617. 412 =412 838 ,Os reams kB is a o` Queuing Penalty (veh) 0 Q o"ra ZBal Dish ft 'V E . of � ��; �' . T f,117F50 ��:Mte172W200 Storage Blk Time (%) 14 25 1 nue 'Renatty_�veh} r -_. �g� >��_�-�-�-,_ r, .. ._ 1. � . ...,.._• r��i';,f E,; :�85,- 4''''1.50 Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T T «L R f EcilI cue T M-k,. 'o- ': >9g _ t ' o L2� :-85 22. Average Queue (ft) 170 224 23 44 98 96 207 603 165 95ftUeue ftY � ? �k -t'� k71; y68`�26 - $99$_ 2 Link Distance (ft) 617 617 617 412 412 838 ,o. Queuing Penalty (veh) 0 0 StorageKBaj 1 -,(ft 3 itiz' ;4$nrn:M20e- 0'&_ 20 Storage Blk Time (%) 20 30 3 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T T T L R p ° e 5 X 405 Avera.e Queue (ft 144 169 56 163 179 114 163 198 * .: -, Link Distance (ft) 156 156 902 902 902 390 Queuing Penalty(veh 57 51 0 rage.Bay Dish . Storage Blk Time (%1 8 0 34 Queuing Penalty (veh) . ;; •' Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 TotallHighway 99W199W PM_ttpm.sy7 Page 4 Kittelson &Associates, Inc. 18SC Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T. R T T T L R 7.4Wit.rilTrT6.11tril ii Avera e et( titet.i$ 123'7 11:'-f�, -3• 118 147 14 i 162 57 t �.. 8 .. - .Y" rY Link Distance (ft) 15844:1150au `: ; -''.902 902 :e' ' e:. _, 390 y Queuin Pena veh 25 33 ; ; ■ ,■ .,:. Sto Storage BIk Time (%) 6 t 91_ Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R Average Queue (ft) 128 130 40 128 155 89 162 91. C tylAf Y.:'"% isT - Y..t'B.;n':_�°)ar2-_ Link Distance (ft) 156 156 902 902 902 390; - i. .1- r ' Queuing Penalty (veh) 33 38 0,' + O::aoe :a:ir ®r_.1;(1t i"' 1,I Storage BIk Time (%) 5 0 16 ..r,. g e ll`- a f' .rue.. Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 5 Kittelson &Associates, Inc. 1881 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served q1�-'b. s.t L T T y }R. L T ��T TR L L TR L SL.;� M.�+t"9: ['I Lys {. IYP.}' - Dr i- Average Queue ft . Y 78 547 - 515' 146 31 83` 109 71 191 396,1 x 046 129 Link Distance(ft) 902 902 .,t 844 844 844 1032 Queuing Penalty 54o s . 7 Storage Blk Time (%) 30 9 0 72 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR -''.� .,:dk..�.C`9 B_,M� : -.. w-a' f ., .•.F_t 5Fa'•C.�.f -xaR-:M. _3v.,Fi.r+?m..i.. :..3.-�yo. k.ic.r c qvf,`. Average Queue (ft) 225 MCItrelte 4 - _ .. C.,z r t ''1.414.414: 144� .t.fs:: .z+. ..`'•..s ,-�.ter, Link Distance (ft) 220 Queuing Penalty (veh) 0 Storage Blk Time (%) 60 Qtieuipg zena..ERBE A.WE : "z -7.41 -744 ':.:r a Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 6 Kittelson &Associates, Inc. 1882 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L T TR L T T TR L L TR L I��'�'^� - • cr '{j Average Queue (ft) "Si.: 95 478 428 168 x. 46 64 77 63 268 403 1043 155 Link Distance (ft) Ft= 'f L-7-6902 A '`y t 'u844t 844 ra-• . 10 2 n' tit }et t; T: Queuing Penalt veh ; Storage Blk Time (%)'` 3 23 8 I„ Or 1:. . 22 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR Avera Queue it 229 Link Distance (ft) 220 - Queuing Penalty veh) 0 - Storage Blk Time (%) 84 ena'1 vertu--. . Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 7 Kittelson &Associates, Inc. 1883 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T R Ly T^ T TR L L TR L ''4-p n1C eY N ,t, pt. TM'j_._ 7.f4 t� y.-; 1j�,.'F-. � 5 s a. �7� _igpy' 1,1��r!`� L�..�.t �-�. �}�sl�__,:"s::��ts'01::.: ze t.]�t,' N k[�i;l', ..r�l�l k'�: .,., t-ei' :Z�° � ��..flfreti°,r #�l�°��. Average Queue (ft) 91 495 449 163 43 69 84 65 250 401 1044 148 ' F`-�rk ° i��h•� 0sy-�C Link Distance(ft) 902 902 844 844 844 1032 ,S r1- i 6 za7.-_ r. Queuing Penalty (veh) 0 0 • )r y Y .;4;00- _ �t H t a S'�• ,. 74 1 5 Storage Blk Time (%) 2 25 8 0 0 0 2 0 71 16 '*!: ici � -x ELk?it�sdrziru 7-?tG-r��i t. )! �F 1, r � t,. :, , _ ,, '2r m` _ Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR Average Queue (ft) 228 ..�w; GIN � 1�Jwt ".t' mat t:;'� dy rfF � _ }y�Y; ?'L i t 7� y� n",�•��4 t Y(f .,'� } a - ...t1.:s a,y "'f.�f � � al:'�i p�.� H.ka-a�.;�= r�!��.... ;". �'r�;k.. . u�ti�,.,..,;. `�-�,.�.z c,:,� �. �,:��" ����:��e,� �a ,r�zf',. �,r~,•F�� .,T�:: �.;�Y'p�, ,�.a�,��.i.�x.��i. c�. . Link Distance (ft) 220 r rF.- i t p Cx ' t9 s ts. 'ts t~.: ;i'zx.ss .� ,y, a # '�ti+r , t ^' .a •'-� 1#-,�- -".i tay �CB.���sPi�:w'-r_`1i....r �s�A?�,.. r:n» ��:� -a. �;t.r _n. �.ia�—�e:.3--. .,.a-a e.�.}:ttir,'tm. --- �s ...,..,.-�-'�°;. z*.,.r•=_•"�Ef•. wA-,^. .. Queuing Penalty(veh) 0 u-,,....0 Y � ,7 �L'Z`h 5.S !, '.T'• 5. ,•.p Y F y1-+ n ^-'�--n"�... F 7 F . 1.t �+�` ����t-�.i_'.t -a•,:.-><�.:w'.,ESs.3:- � .f•�-n,.t` ..i=: '�, -.-.<, _,.-b. �...�,. .._ i.,... 1. _ a - Y .'.��' Storage Blk Time (%) 78 St -Nd . ":1 °.� - si.'4 a �,+r r'•.r.F.b.i'.l v di n.-. Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T T L L R LTR Maxi ��_ ;: 246 - ,3 � ` _ 98 ` 8 g. � % *64 ���a"`_ ��._4r.c+ .may t�._.m. � Average Queue (ft) 96 228 107 121 110 24 75 4 117 r �tn y� r�N� d r t .`. ' 4 },.., rG!11." i,,,m- x -, x ," sste .� Link Distance (ft) 844 844 602 602 602 298 124 ,..J ` ei 44 } It '-8.3 r T :. Queuing Penalty(veh) �:. 0 giragi� t g I y vak `1. � z3 ` : r�a ..4 ' 5- G ;.rk.,._....- rto ; Storage BIk Time (%) 15 x �- t.' ''�V•�Y +�'� �, at��j��/i �_: '� t—��"y�g�i °�` F� y}�y� th��ey -ve y� -"'..-�`�i�a3" ��,t�F "°•i'' ...V�uONIPA �. •Ve a tY3t;C'.274i ..a��t[ kS2WW :. �' a'S'. P'aaY�,rriL "Jld lls�Ud n =i4}Y _. 41-t4 Sit �.�N1 w:S.f..3fa LI y6u: Y6. Il.ci•�t'.'.'t.^iS...E....^Et `s 1'.�' Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 8 Kittelson &Associates, Inc. 1884 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R LTR -J' -2 Average Queue (ft) 41 133 88 93 94 32 61 19 121 :.-F; 7 -r a': -:_ �- L >, � 'New a.r• K Y::., Link Distance (ft) 844 844 602 602 602 298 124 Queuing Penalty(veh) 0 Storage Blk Time (%) 0 15 4 t ! . E r''r; !'.c° ✓ i" s as` 3 Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R LTR )16` 11739QPf_.L 4-,' 'tla d r � '`" .�,,°b'1:; .or: _ ' tk'R} W) Average Queue (ft) 54 156 92 100 98 30 64 15 120 w°y t!}:C v PS":, 'OE L A M iks Link Distance (ft) 844 844 602 602 602 298 124 Queuing Penalty(veh) 0 170-0. - Storage Blk Time (`)/0) 0� 15 '°'��-1•=,Ys•=f'->�ARQ!':1. 1�'r �f�i�P.,Y.��w ..: .. ��� � � .� -."�1 7:itf i ''�� 4M��e.��5� y�-+.a,�+,,t - Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L L T R L TR L R R R> 'te, 4A 0 , ;5l . M.2,a§3 "�.9U.� 11;24 Average Queue (ft) 174 30 31 124 806 144 30 249 193 514 470 247 t Link Distance (ft) 602 602 602 803 242 1196 1196 1196 ps rea, }B 'S,, It ie o -.i. _.,f s a m .� <> ai _ z°? r, •`4 i°�) �F a '�4 Queuing_Penalty (veh) 0 0 o o a ® s ,� �C 11Q5 M10�At .2 ! .,� Storage Blk Time (%) 96 35 6 87 49 7 $) ‘,7211."40 3:Wie - , Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 9 Kittelson &Associates, Inc. 1885 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 • Directions Served < L .L• R L T R L TR L R R lva_xl'mum Qu ue e:(ftT rh25z8 3 � •ek '30 :a Average Queue ft 1.17 31 48 2 109 814";: 134 113 253 247 '1198 976 9 t ,Q,ua a ;; , a R.. .z fnEi' 4:57:111NPL_. I' O, Link Distance (ft) 602 602 60 803 242 1196 1196 Queuing Penalty (veh Q O. 0 0 Si acige reDl Storage Blk Time (%) 57 20 27 67 38 89 2 QUe Penal veh ai9," zv mss` s ''S€ s� rY ,=26 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served ;�� R> a _ 1Y1 rn m 11Gu0.04.P v124 5, ,' 7--.1 yK vat-7 F,�I.s u'sss r,�-M'�S' sa 7?:P:S ;Nk it.: :: ... f T' '.-s1_?at .bt i4f'�, � i, Average Queue (ft) 470 0Lx951 Qeue7 4 '08 x,a. ' g_r, : ..-2$R 3n ?_.,. s tt.4 u� :S. ab t ' is d 3 °l; Link Distance (ft) 1196 lip s ream.1 e /o RE :,�1_ D;: u� e..' .r .^..w -a,. o- i11 Queuing Penalty (veh) 0 Storage,aBa Di"s, . , •; � a ,l ""' ' R r� ' a ;` :� '� M Y���k,- r--..� r.,u. �k' Storage Blk Time (%) Q euin Pen i ve ,F x ,. ,,�.,, ,2. «r a. .__�1_t��._..:�: _ . _t��.= ��._ . ..,,`'.�_.�;tY :1 s� �3,�,4+`arv:R,did���..t4y��m_n e-.::s._,1r...s�;.e �4.s_ 'L >r..s_�`,� . Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 10 Kittelson &Associates, Inc. 1886 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served L L R L T R L TR L•. R R Avers e e Queue ft 131 31 44 2 113 812 • 136 9 w: -34 1033 854• Link Distance ft 602 602 602 803 rr 4 ;) ., 1 196 Queuing Penal veh 0 .- .-� -- 0 0 Storage Blk Time (%) - 67 24 22- 51 50 `.._ i. 05:91-110g71 •,MG Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> Average Queue ft 41 95 Q A1t1 J-`.rr bf Link Distance (ft) 1196 -} i Queuing Penalty veh 0 e Storage Blk Time (%) :. Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T T y � x a35,-f:t:9t.�i a 'e(ft)�` 96. 185 -. t �.,:cS-:'i. �a�.:��,. .r ..�,:.s_•':...,,;�< Average Queue (ft) 42 57 100 X73 « _.. . .� ' ' •1 ' Link Distance (ft) 412 412 UpS�fe B ,fl'�me:�(-0/O� �, � :, y:�+,3 �F�hjYy ip'-�=�Y- -:ia� ��%'y�{�.• ",k,,�-tiz' ���. "s.�, 8_;Z 't'�x; ,.•-,ss�H�o- �` fik.;i ---h'���et ¢a��p ,,.�c+i+s_ws;� az Queuing Penalty (veh) t ..a�`� tr``7.'P$rotV`F-- -- 1y. ��.' r. Storage Blk Time (%) g`�.l"uirl 1Dn� t�4A< `-,RE';kis, 'a, ?" 1A -` `e`' y. ^''`roaac'�� °fir �.., ,ru '� 't` ` as` !I '��, ,e„ pia +e��attl :rna . xL �.a li . ....,•x. `.! .f,��.,r.. 4' `.ySs�'l�zil ._�.4 TN .a Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 11 Kittelson &Associates, Inc. 1887 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served 55 T T Average Queue (ft) 21 24 Link Distance (ft) P ! 412 412 • Queuing Penalty(veh) 0-{ .ppt '�id �y .3 s _ `a ati - t•k.','. h F'4 --3°* _.5 :e 3 ".^^a'ia t 'Err .. r ..r�� �' "R�d ,.'�.. Storage BikyTime (%)Q ual;t , 3•,..t F,_f, c ._ ..� ..s-,!-a.i _ vn ..,a.- s �-.:' s,g.,�" c�,x!i.,r_.s�::rsLr. 7.row,.�•. Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T 1, ,r: _ . .,.�� �.�:x:.. .L,, !:', �.__. _ f, ..„h...:.r.ccWi :•r•:; ,4,:.;. i,,. -.. ..ir,v_.,, _q .9}3..... ... Average Queue (ft) 26 32 Link Distance(ft) 412 412 ds f E7A �� 7ctid�/r�1t.'_tf_ Queuing Penalty (veh) ,_.- + ., < n ..n i4 s fi..-'^"' •,f.• xr-� r ! t 3 .. t y z,ar fF' :� i+ r. - -•, e'0�� �1��� ..+� .t'" ...�" :1 i.,,.`;l a,�, °t .;,' _�se.i�-�', x'�''� .r}y,:k bs3.r .r:.-'u, f,. ":•.�.���; *t,..r�r�v,#�=a°>?&,w.Y _�. rv.,.����i.n?. Storage Blk Time (%) ...... �°6 ri , �6;.'*}/i'f® ' " �� �s �, 8 v� '-� 4'�€ 1�'�t+f°'"'f'ksx"3,a�'3" "� -"� r ✓.tK _ . ;;;tc a .. '3.a=,r.. ,...c -i. .•7, ....C.._ i..,G. . >.� s, fi7 '� r #`'i ,- .7� Nework Summary T'e7 _x, r++'.� .as ..al R f! ."r .., `:. 7 :?'ii:v+fux° T:.� 'E r'��9h.. ,ta�r.r'�rt�, "#e} ➢ 'PL k a its . ;'' � -- Network wide Queuing Penalty, Interval#2: 2141 Re ' 'r a ..11e iTn's '°e t':2 Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 12 Kittelson &Associates, Inc. 1888 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 • Directions Served L T - T •.—TR L T T TR .... .L . : ....... ..` R,.__ L r 14 (0 i s: i. n`3 Average Queue (ft - 172 75 192 - 219: 254 269 � . 116.• 285 295 231 257. 91 s5 Link Distance (ft - 274-f :274 274 : 617 617 , 617 1381: rea_ CBI Queuing Penalty veh) 0 0 S a a a", r• `, iE:y r«: ?i y= , Storage Blk Time (% 6 21 17 0 Citeen Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served T R Average Queue(ft) 88 9 J5 a„ Link Distance(ft) 1354 Queuing Penalty (veh) Storage Blk Time (%) 0 0Pena y`veq `` - Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 1 Kittelson &Associates, Inc. 1889 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L 25 � 8:.F...'28: '3 7 25 .29 7.8 � g Average Queue (ft 170 •261 266 171 146 150 154 `,1 9 :`155 194 105 177 9 EtIlli e t 7:■': 7i' , 33 =Tr c&I -7713.§' AAA*r Link Distance (f1)`'"" !''274 2 617 617` .617 1381': . Pi i reamyBlk=, mer ;; Queuing Penalty (veh) I 1 0 _ FgalgBa Disf ,f.; Fos ,4.56 `` 25 Storage Blk Time (%) 5 13 1 4 0 1 Qi.1.07 6-Penalty 09 :r. _ 1.5' . > Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served . T R pm 1�ueu'=', I'r re Average Queue ft , 1.39, Z1_ 0ue Link Distance (ft) 1354 ppsfream'BIk 'r---e %) :,. Queuing Penalty (veh) Storage Ba ist..fl Storage Blk Time % 4 . . .r Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 TotallHighway 99W\99W PM_ttpm.sy7 Page 2 Kittelson & Associates, Inc. 1890 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served L T T TR L T T TR L T R L ax 280 `3 X28 2 M„325 f9WI 350 , Z7.6 35(� Average Queue ft ,x, 182 260 266 172 179 185 172 198 140 189 97 180 irg °32 �1 29 2 ,"t j '3,t �7g O - 94 Link Distance (ft) 274 274 274 •td.. 617 617 : 61 *f 1381 , �ps'reaeC%BTlrn Queuing Penal veh) 0 0 0 8t ge Bay' X25 Storage Blk Time (%) • 6 15;; ;t 3 0 .. .1 eir[i1 P.en`�aTffy,ve Intersection: 1 : Highway 99W & Hall Blvd, All Intervals Directions Served T R Ff Q Average Queue{ft �:a r 1277 18•t•P , .° � • . Average . 95 :. Link Distance (ft) 5413..E Queuing Penalty (veh) Sto, -Y-a D:is ft) ?PC:, Storage BIk Time (%) 3 Queurng�P Igif ve. Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 Directions Served T':' 111 L T; T «1 R i i irt�urTaueUe. 142 221 68z1 22 Average Queue (ft 122 ' 164` 23 ` ; 44 8 ;:. 85 1 +1 2 141 • 95t i Q ie 219 7:3 Link Distance (ft) 617'? 617 617 412: 412 ,c • Queuing Penalty (veh) Storage Bay Dist (ft)`;; Storage B11< Time (%) 5' 21 0 . . Queuing Penalty(ye • Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 3 Kittelson & Associates, Inc. 1891 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 i Directions Served ' T T R L T T «L R Average Queu::'u "' 165 179 - I,,7 H,, -5Q: 81 80 201 r 385 156 ' i‘ :ue .- ...e) .et t 't1,5 Link Distance 617 617 617 2 412 838 10410,a te' Queuing Penalty(veh) . . . 0 ' .. s_p:ago : `�,`1. - rr:; `' =.200: _StorStorage Blk Tim % _ 9 18 4 ,. . age ,?3 Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served • T T R L T T «L R . Ma arrrutt rat)6eu ' m'i '_`--853 u226 Average Queue (ft) " 1. 5 , 175 18 48 81 82 197 389 153 immoim 951}C2 ueN .:,i, :'2.9 Link Distance (ft) 617 617 617 412 412 838 I° air.: 1 gfi , Queuing Penalty (veh 0 Qab yD.is Storage Blk Time (%) • _ 8 19 3 Que:w 1.d.ID ai y(ve„ - t Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 ) Directions Served T T R T T T L R Average Queue (ft) 108 141 31 262 249 197 152 95 8 Queue`(ft)' 0 , ; 19 T .fi' Link Distance (ft) 156 156 902 902 902 390 ...._.,..u...,Blk Time % 3.1 - : l �,; Queuing Penalty (veh) 34 45 S or'age Bay Dist:(0 '1 100: , «,. ._ Storage Bik Time (%) 6 9 Queuinggenalty(veh 22;t ;V: #. � : Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 4 Kittelson &Associates, Inc. 1892 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T_ T L R Average Queue (ft) 99 100 34 126 147 99 126 45 Link Distance (ft) M a 156 _ 156 902 902 902 :390 I teats,M_B fif ime,d k_ _ r s .41 ` :'.- Queuing Penalty (veh) 9 23 __ Storage 30210.141. t) r''�`b„'°`t-�4"' 744 @ ?-z:: . . `tom e `'0® : ' a a =k �¢r . 5.,., �3�x4r..�.,.."�„���� �� �" ..wut- r� ,� �'� r�,,.� ,, rtFS=s,t�xrai,..,'a�' Storage Blk Time (%) 3 0 1 07:Rim s-.-.".+*re'a.^y'°° P,;., .s- gF-� �` fi+e rF.:Via'--•e- t - :x�-st.3� : .::� �i 3 ;�# ---.,� ,q,�.".a Queue r g enaltgge = I _ -> �'- a4°..- ,; , �-.� -,- �«*tt '; _ H= �i`,t= Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T _T L R Max '- tt :A. . �r g .. 'S "t . 't ,� ,,y Average Queue(ft 101 110 34 159 172 123 p132 57. 936 `-4 4 ;,; 11:` i __ %AVM BMW P- 8 - Link Distance (ft) 156 156 902 902 902 390 Queuing Penalty (veh) 15 28 S:„ , Storage Blk Time CYO 4 0 3 Y.,,..yet ,'17,;; ..:V.-1 r ;:,:l' ,8- �; ,xl Ti A'',-.::d � r'..rrh�:i rr t7. nr::...�2�-, a ffi .',—:', P ..:- ,. Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 5 Kittelson &Associates, Inc. 1893 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L T T TR L L TR L Maximum Queue (ft) r7 678 ; : '32r ., 9 4. 148 1,59 39w486 104r 236 Average Queue (ft) 82 450 416 140 49 107 118 79 228 371 1044 93 95XI;i(.Sueue (ft) :: 151 ' 6i3�' 668 332 95 19 46�b4 105 Link Distance (ft) 902 902 844 844 844 1032 Upstream Blk Time (%) 5 Queuing Penalty (veh) 0 i o Storage Bay Dist (ft) 150 -- 300 150 450 " " 450--..:. : ' Storage Blk Time (%) 0 20 8 0 3 73 6 Queuing Penalty (veh) 1 14 . 34 0 2 41.' Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR Maximum Queue`(ft) 236 -� .y . Y; _ Average Queue (ft) 234 95th Queue (ft 24 A4.. `�; ,,OMV Link Distance (ft) 220 Upstrear Blk=Time(%) 874w`� e�r" °�9 Y^�xv 'y�£ cri�r u � x - ... 3a..s 4v.s.y.'EA?3 t�'k ._._-� .xtw.,.�:_[�-x:.�»��:!si�:- .�. r}.. F F.rf..• l - '� - �krvc Queuing Penalty (veh) 0 Storage Bay Dist (ft) ., 4 :' L - fi A,s . ^"k Vtt .,:g Storage Bik Time (%) 87 Queuing Penalty(veh) 135 Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 6 Kittelson &Associates, Inc. 1894 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L T T R L. T. T TR L L TR L ax1r _ ;1 '?74```'F 3.26 I6 159 %- 8• '1%•v Average Queue (ft) 74 389 372 126 48 r 7 4s;r 80_ 70 210 352 1045 167 • fr',+ .°.A :VWV4i_t116 .6 8�- 53 1 r 8 ff QS , 72 Link Distance (ft) 902 902 844';off 844 r 844 1032 s --Q,/,o o �k� •+=', iK S.ret 15.a,i�. Queuing Penalty(veh) 0 0 $y� ((ryry rnq �ff (� _ I '450 t X7,5 :tb�,.rx.�..�,., .�`�'.�.8'?�. -_ ��N�1.5Q �F�' � '4 UF�NSE _t�Gs�7� . El r - 3. t.!i .,..." .u. Storage Blk Time (%) 2 23 5 0 0? 72 35 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR Average Queue (ft) 231 . ,. Ettgati., Link Distance (ft) 220 re '97,77:aft.11.4 Queuing Penalty (veh) 0 Stag BaD,, 6. Storage Blk Time (%) 77 077.4 9:9;P.e,[►alty::Lye.T Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center12008 TotallHighway 99W199W PM_ttpm.sy7 Page 7 Kittelson &Associates, Inc. 1895 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T R L T T TR L L TR L ai Qu%uE� 1 _, 5,f l-,: * 32�a 4.i 11.1.5.4-11 'ti_504,-346 i-? ' �9 --_''36 Average Queue (ft) 76 404 383 130 48 82 90 73 215 356 1045 149 to _ fti =6' ; `tee 17, z �' _95 g-V441;fi6' -�U^-X3. ° " . E - Link Distance (ft) 902 902 844 844 844 1032 -;40 !WOE T re tr7 -P z 4 ` s':R 4('-" :: ` ' 'cam , f"7 - Queuing Penalty (veh) 0 0 Storage Blk Time (%) 1 . 22 6 0 0 2 73 28 Queuing---.• eh- , V 16 Y -25 a -0 : 1 s". - i� F4•0 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR a iirIni at ' ;'N , :tom .. 3S,, A , Average Queue (ft) 231 95e 5 } .=.- . r..-. Link Distance (ft) 220 _ °C=i�'- Wiz^-.-,a. 'SY �a+-��, -?i r �a+. x �- '. �x s••,,`-; 1 -B told o _,� �E_' -�. .'��,.. '�`�.?����.��� �'�. a t Queuing Penalty (veh) 0 ,oSfrac8 . 'M1 r F. u+ s la "k is '' " Storage Blk Time (%) 80 P:3-1 Pe 3t V� —72r ,. + i 1- may; • '-_ ?4 3 t y za i c �'{Tr,.'1�q��� vn, a`,�-H-_a+�r, a 3:.y E Yu:._{{d 5. . 4 .r,-. � i:;Y§. �P; Intersection: 5: Highway 99W & Theater, Interval #1 a ,7,. ■ 1 t"d s ,./ 1 ?., :i•l i,, Directions Served T TR T T T L L R LTR Maxlmfigidio ue ff M- $' � _ an'';: 142 1 2� �" Average Queue (ft) 71 210 140 167 • 174 j 37 69 24 121 95rAtteu � 16 6 2 1 '`h ° 2 104 12,Pa's"_ ,'' 0' 4 _ Link Distance(ft) 844 844 602 602 602 298 124 --1, ,0,- --,- 14T 'E W 1 ;', T{j' ' s.RaU i ea r 3 : M �_ - k �:Z�' i�. �. ;.-',•.:,,,,,:k:4-, - _ 00 � � �'� { Queuing Penalty (veh) 0 StOra a Ba [ s1` ;t T :- _• *, .° a 77r b - Nr; ' c _, f ' ' Storage Blk Time (%) 0 20 gieU16 41 7 T 4 L� R a T�- n aKv '..s & k•^ " u 3 ,--W•;':-. ;'4170* ,.h�z .&• Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 8 Kittelson &Associates, Inc. 1896 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R LTR _ 6i.'. i� e B �J �g ° ., gf4 . .ems, 1 F` _®Q 4m i®e' 1. - -1.0 �. s u `=.. Average Queue (ft) 48 126 120 - 131t, , 126 34 72 27 121 .� ;:L1 3 i-4 , J .l.z4-', -;. '2-," z.:.-.. �:. = ' " Link Distance (ft) 844 844 602:x ,602 602 298 124 _ ��.���� 6 D �' T.r'Zi".e .=i � t� � xa ,:s' ''�3F; �'- Queuing Penalt (veh) if 0_ :A. tiePrM l:.,...... ..;r�+a.,uT.� _ v �-.�i�x:� —�-3"+t_§rsi„ ra;4i-d. Storage Blk Time ()/D) 0 16 Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R LTR Ntaximum QueuJ. 3-. 273 304 346` 368'_& T ,$ 182 : :, . t ;s- Average Queue (ft) 54 146 125 140 138 35 71 26 121 9$ Queue (ft) 160 295 265 : 288 3 o-11:--.-�4; 25 6..x114 ' 12 -} :} -`:':' 'thy`" Link Distance (ft) 844 844 602 602 602 298 124 Upstream Blk Time (%) _ , _,90.0 Leta Queuing Penalty (veh) 0 Storage Bay Dist (ft) 75 75 . z ytk : s 1-Yi Storage Blk Time (%) 0 17 Queuing Penalty (veh) 0 6 wit Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Centel-1.2008 Total\Highway 99W199W PM_ttpm.sy7 Page 9 Kittelson &Associates, Inc. 1897 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L R L T R L TR L R R Y:- 1n NW sl :;=7;23;=-15.'._: . 5Q 'I25 8 "I 0 .-,.._ 25Q=. . u92i Average Queue ft 72 24 31 16 122 731 86 93 2.54 241 669 620 Link Distance (ft) 602- 602 602 803 242 1196 1196 Queuing Penalty(veh) s, 0 0 _ 0 SioF Tev to FTFz _: ,3 �° , rµ'@ g( T `22S , ' ` eS"�,`w�w` .s'tYaiy ry_ CB.� kw i.`.�� c'a.... ifis� .. �'ir T.f.�s Storage Bik Time (%) 74 10 19 42 81 62 4 Qus t,��;. r „ . ` 4g 3..§ --.---r,..-.3 st®�`3'- �� .3S : 1 _.... .... Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served R> • mss.- -1 1 r_ "�.Y J' ...'t�:. ©Y��al'�f.. ..;;.,5141- '-: .c a. 57" s>i�?�n--�' 4 �"'' ..L` Average Queue (ft) 314 c 95t7 ')'�ink 5�Ci_ - �?p".l7 l.!4;r5 F`.! -• ,_1v. _ '•e¢!fir `it1A.r- „�laid,w. ,L, u�r .. .,uwf 4' FR :^ .,3iawyR-�`kR��3�1 _� �..:.ir.. .. -.--,.:-,--:if—t Link Distance (ft) 1196 r a1TW �%UT 77� 4--;-x : 1 .,,,- ty _ .. : ,r 474 .w --_�ts'.o Pt 4. �7 ,-�r�� . _-.mss.. _*•; rn. �:•=mad+.enae sr'> «�'. Queuing Penalty (veh) _ e 7 Y'p.'.r.ntt n 'i- tro�" i y '.YS ..+3,-:-a hr '4,.1 it d" 4i x ?= 's2�, ��� �.•l' F � ..:titi �._rfs�;::a.�•?�'r•.'#�!' Y... ,# .r:�F f�P14,i�? `.�u.t-'. y'e'�u*.,Srf.s.1�i.�k ::� . . !c,i' P`. Storage BIk Time (%)_ 4. f..i:. Fkt k5 :24 �_ ^R.� H' it fat'W .[(` 4 Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 10 Kittelson &Associates, Inc. 1898 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served < L L R L T R L TR L R R a mum Qeue 326 : 136 122 _52 : 126. 818 155 _5�12 8 . Average Queue (ft) 87 34 37 7 114 814 127 107 252 247 1210 1049 .fflaai a6 f 145. 823 204 150 '265 25 Link Distance (ft) 602 602 602 803 242 1196 1196 pstre 1TtFl eDf " f .mow ? 60 , Queuing Penalty (veh) 0 0 ! 0 0 Storage Bay Disf(ft) 300` 1006!t. 125 Storage Blk Time (%) 65 28 13 66 59 89 3 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> �'�] !y �¢f +�_?: a ti--�"` GIs ��itie4'F� "'i• Y �i.,�!:-�c"n:a, , :fg4�F#,'`f�i{h' � -1=.GF'-N :ii:.+.���Y��%�+€ �'�L�11.'`��������i--'a-3� w'�t d'. � "�a �.'.w :,s r•= _� .ct..i..�:f. _ 'r {Y a....'''4,et Average Queue (ft) 627 _ ...,... �i]G��Yi� �a�, TE��.�Y..�,�. .:.:5��'Z.=rs- �N-A����.�i ti,::6f _ .s,. Link Distance (ft) 1196 _ �.no n-k;� ?-' emu. ys ri "�f;�ra t�-bx_ g ps re8.1'4 of T.-4:o r` t`#" 'e.,r`r�"' - 4 i �{ = ` �,�,�.,ta=. �x nm +e•-.,�.._ ��''�'' sL��{s.;mir�e �•i�?.mn Queuing Penalty (veh) 0 $ �e-'�.•a a.y�)[.�=J�Y' i a � � � � t tr.. .i r --. —"'-�+��`- �i"y t�y�tyAit -+5 i '".".� _:'1�f.n:.-»j zx� �'t��:d,.'ts-=cF�a.�,£��,s,��..=,N,-:4� ��4'�'r ���. Storage Bllk Time (%) a _ QueUm�;�en�l Ji�il'�/et!)•a4T Y.2'+tri,;, �`t�-_°rs. �f.sar+'�tz,Y,+� v taw.-_r :z'a,x�5a`_�'�v"��-.-_�"'�; ��T'�"u' �c4w"1 ''.�r�.: Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 11 Kittelson &Associates, Inc. 1899 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L L R L T R L TR L R R Iola uue_ I : 1 2. ,5 F`' -'W:=, 5 Z 2 Average Queue (ft) 83 32 35 9 116 794 117 104 252 245 1079 946 35 C{T`"eue ft 74 , 0 4 - 9 .. . 6 2 89• Link Distance (ft) 602 602 602 803 242 1196 1196 W '3r.._..�- __ -. ?'`{` ._. -_ � 1,-s4+i -"3'YC _te � + + .'`i : " 13. x '.�rhr..,- Queuing Penalty (veh) 0 0 0 0 S qr g Ba r',DT41: -— . 7. 3QO 10 g ,p - r 27, ' c ` 22 Storage Blk Time (%) _ 67 24 14 60 64 82 3 ?Queuj t nal m.� a ,W ..� - CZ ,tea C.01 :1. ac-;-°° .... .k,�._.�_� . '� "" 1 '._. � ._ `�f .. `=S 19. "6 48`. 48•' e Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served( R> 4-071.Ua jW eueJ 2�e,i� 4'eAz r':��Y- + 'A'.ate - e`--�; ;` -'°,�-- „_ s..asm Y ��. - V'YIY:� � •�54�..n..:rFu. . .'L �v. ?�sfr�c:.z�a 2Y :.-� - -13.^7.'� Average Queue (ft) 551 Link Distance (ft) 1196 n .yam v : ,�"^�r_"F�"s. � -•`aa�c r =X �.rP � - �T !,� 83i ,, .., 11 —.gEg~rctl.�. 0' .Zfl: N )7r,S i W . Y:' .z`,e.�'�...._ .%—' ._ "x�.v tt M Queuing Penalty (veh) 0 �fog 'd z ' 3 . n. - - � ' - 1 � -s i �-�-�..�� ,�..,._.:-.�., ,�cu _..,:,:� .,.� �.:�si�-�r�'. afl �n�if.w,.f+�;• ,-r�a5 � 4 .iz•r k�`�:..��r -a�+� � a"a,,_xc«c..s.:�tS�'�.:.. Storage Blk Time (%) Qfleulirrg pip rkG° t£2 _ r s "w' "'net _. a t ?4. „- ,* m„,e0; Et 4, ii4- .`JE.S�i,c... -� •a �..i :ji�Y e.lw°= �. .,a _ ..rF L>. .s � ... -t'l£.u.� .-. .2.-..� sl.-� �-i si F. � �SI� P... _ a Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 i s : Directions Served T T lva_i . ueue( rr E s eat ire.,-�4+ _c x �fS 3!,4,74 `,,MF. r „ 4.„ (: y „. _ ., 0 °. ., 1 : ., Average Queue (ft) 0 30 95fh�QueUes K FLe ? -r -' L -:.„,s.z . :.,”- .-r � 7„:„..;:t--. .ra w [ Link Distance (ft) 412 412 UFstre r 41k Net I r °~f, 1 --._...----..e...-;„ r s ti .- ' Queuing Penalty (veh) Storage Ba ss 1 ;° r F:. i .. �:. Storage Blk Time(%) s- L T• - : ;.. 7 a-I y. '”' Tii azt .•u. -�- x -e, 25;iR+'s.. ,C, 4,a Queuing ,end s .A ..�, '- t...,. . -1 *. .'A Highway 99W Run 2 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 12 Kittelson &Associates, Inc. 1900 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T r iax�imr11' 411;;F:7, •a Average Queue (ft) 7 Link Distance (ft) 412 412 - rfOrgrAn Queuing Penalty (veh) _ 0-. .1-B.^ °,� # rF h. r+•, �V in:S� "j er t_� � ..15 ..�.:� ,. ..,..�`�- �.. tea;i#:s � ,_.�... `iu'�e �.'_ ,:,�,�, k ;ra a,...;�.:,.•-� -:..�-. Storage Blk Time (%) del Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T " - n `.n f x sy 5r:tr,IV a ,rrnu_ Qe`u ff 3�;R�,. -.t,9.sQ;s v'�y:°•��6 *�-u.:. -- a s�iv�.=tai± -;, v, . .y r d =r)F C:*4. 7444%%,1; Average _CCt Q, ueue (ft) 5 19 a�.J G1 �w'i.a..��P'�.. � ��.^.,�(s' �� f 5A��..y � �s'_'at.��� }��ie�� �r�i�..✓1,✓ .,3.; _ .; �� 1 �u i ,:l�:i Link Distance (ft) 412 412 Queuing Penalty(veh) .7Wra '; e .....> Storage Blk Time (%) 4U Irag enaly`�y, �a.e�J..�:.-!+ ��1�� Nework Summary Netwx o lc wide Queinngj enalty,,I tetya :2099 r �s t ' Network wide Queuing Penalty, Interval #2: 2111 Networ .wide Quet,Jng;Qenalty>, Ate Idtervals 2'(08 Highway 99W Run 2 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 13 Kittelson &Associates, Inc. 1901 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served L T T TR L T T TR L T R L ait)rxa feu e x_88 _ °25 d :171]'temp'MA 84 Average Queue (ft) 188 210 218 121 129 189 197 205 199 277 84 128 ak: Link Distance (ft) 274 274 274 617 617 617 1381 e Queuing Penalty (veh) 0 0 0 nrAPWCIIP. .., 77-47"11' , .<_ r ate _ [ ' xx Storage Blk Time (%) 0 10 6 Qxin ?€;naity Intersection: 1 : Highway 99W & Hall Blvd, Interval #1 Directions Served 5 T R t 3 �aA��l}I��1 ,!S IJ g •.?1��P :'.G g .'8M'1' skri`V:dA...,w»x`�t'- 'i ?. Y. t `"k�'A - iii eL+fnikl. > 9 Average Queue (ft) 95 24 - - M4� !F ^5°:IW gr aa 4i s4 1 Y* 1: x tg £ - Link Distance (ft) 1354 Queuing Penalty (veh) '1:; " ...-�r3.c�x"`�' -:�.EAti a` - 4.. . , #:s� T 'Z'.m Zf-'4 Storage Blk Time (%) 1 Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 1 Kittelson &Associates, Inc. 1902 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L 9. 3p .n 2 38 Q8 - 6 97 Average Queue (ft) 170 245 246 173 156 167 167 184 99 192 111 179 .;Yq}p > w -rT•-.art. a..'e'[t 0'. T.-?+rt' P ueae ; : .?, 26 h,f3- ,:W 3A 425 x-266 Link Distance (ft) 274 274 274 617 617 617 1381 Pram Bf(CTime (%)_ k° � Y ,TW; Queuing Penalty(veh) 0 0 0 Storage'Bay Dist (ft) . 22 _ g � Storage Blk Time (%) 2 8 6 0 lQueuingn F'enaity(veh) 18 a"t. � :�.. � 2ran.. Intersection: 1: Highway 99W & Hall Blvd, Interval #2 --- ---- Directions Served T R •r;� ; s< �-�: � bra;t���, tt.;sa �r � �= ! ..,0 i-eMt;. t NcEgt 5;x.1." , w ; . ;, ��� Ar7 _ .�. .,._ ._. .a�_. t : .fw, { 5- ms's a+a..tutees Average Queue (ft) 121 13 4 r.- Link Distance (ft) 1354 5 .y [ y .Y;� Queuing Penalty (veh) oiaigrga igE r% ifAi gg a Storage Blk Time (%) 1 "i'.'.,"'. � �"',�isi•K M„ t � -- 't—."i'kf. M +nY..M°f�+F;aT"�P' Qlle�g,`,'�-.i'�e�'�:�►.><,��'�:. � a"`�.-$`€'�`�t :,fit§�+� ��_s. .tu'��a�, :' ,_ r„r�_„ k �t ., .-.�.,.� Y .>>. ,..._.m.n...,._c+`3> /s:aJS,varx_esxs�.r�sro.�».:.ur.d.x4i ..��;a�'i� ,h4-i• ��..�sr P. � .....w. �„—, ��.�.2.-,f4�ue'���' Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 2 Kittelson &Associates, Inc. 1903 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, All Intervals Directions Served L T T TR L T T TR L T R L a I .V g5 9 30 O Q 9' r c s ' P56 : 5 , .''° Average Queue (ft) 174 236 239 160 150 173 174 189 123 213 104 166 ` " . ? fk,. "" _.,.`'� F`267 ,'p.W,132 3O . -2 4 9 2TPV 2 Link Distance (ft) 274 274 274 617 617 617 1381 .T ^{. n� ![ � '61. ib ew .ei�_T.� `'d a..-PS —'1 �r1rf1Q o :a.x �+,r<+s M W_.. V ;V: . , ..w..-.�._ 7i"=...... �Q �� •-{�'�.__�_+�.�`�ar���."-� � _..+.: +..�, .:�_ 2�� r 1�.-r- *rte.�_'�Z.�'rr �..�s'�;i Queuing Penalty (veh) 0 0 0 0forag-BayDt Y`fit )'' .225 7 ;. ._�� _ ..�, 325 , — W5_ Storage Blk Time (%) 1 9 6 0 Queuing-Penalt (veh) 5':- 19-<;; 17 -: - ,°. „4,. '-te "" -g. Intersection: 1: Highway 99W & Hall Blvd, All Intervals Directions Served T R MabrNIF,.71.2.!..,' .,.aa1 ! 'f.7s �. tStiNii . ..M... Average Queue (ft) 115 16 f�. � � �,6 ,e .6,1.31; "'K5se= t. W1 +rf Link Distance (ft) 1354 $ 1 oro a , ,�jp? >i 1�7p: yN1? " 7;. s ^tut ea' °„:W_°r° -'ti V K .k ..�'�- 'L � �� Y-➢�S 53�,�iy�w5���..sz. . w:wC�S MS". Ni��rvi• J.wK uK f 1� �F. dR .. 11L�:.. ..._ce3� 3rt. 1. .Y1� - Queuing Penalty (veh) .§A.... il.r ...# R n .O1 9 PLs Ar, k,: t1 '-i"- t SL�.-m. Ltw -�{. ; -_ ,SL9 Storage Blk Time (%) 1 (Rueiean a _ i +#,.;Fv sj. . _. g ti5 t _ ,e Ka t . .. Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 ^ _ Directions Served T T R L T T < <L R Maximum Queue (ft) 219 401 21 68 941 226x. _,594 226 _ - _ ,,x Average Queue (ft) 108 167 13 42 61 68 184 310 123 95th_Queue (ft) 224 357 26 61 101 142 253- 561 265 y" r-- ' ' ' Link Distance (ft) 617 617 617 412 412 838 Upstr,9am Pik Time t _ -A V , s .. - .s ..-i n. } h• {5.s: �.. r .x. r24�4 �h4.eb.._.� . .n . ..ZL4_.M.)v.«Y�. 0 ..zt.:.7Y-•::".. i'�3"�1� �a�.+.<rctC�.� �(. u.41 Queuing Penalty (veh) Stora e Ba y Dist({{}} ..` f g g _ d ss c «r e ' EF Storage Blk Time (%) 7 14 4 Queuing Penalty (veh) c r ' .- t d dm-# i ri - t , " ,. >s 2i ,7_=--. 75f-T. Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 3 Kittelson &Associates, Inc. 1904 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T T R L T T < <L R Nla q p r Queue(ft)L. ,.' . .; 164t19`' 2ff :8% x..-76 ' `` . ". Average Queue (ft) 148 228 18 54 104 97 198 427 166 'own-R-4-(m' --i-,--:,;---70 tl_ -It .5 :26-7 t—,:o 27 jt Link Distance (ft) 617 617_ 617 412 412 Y 838 - P.11. amwalk,Time,(%)- 3sF 'r "'4 '"'. _ty_ : � ;. : �a' � y Queuing Penalty (veh) 2 0 orage43ay Dist (ft) 350. . ,.- i 2�a 71= - 1?)3 . a.�tM.A Storage Blk Time (`)/,) 9 27 1 "'*x�7flL7K' .:/°'� �� ¢s^n �. - -5 " xx s*e^v r r�A � '^c{. {�ue�t g Fenalty;:(vet , `c�. 3.« { , ,. I.k ,� :58 W r A "rg� _ r: Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals - y Directions Served T _T R L T T < <L R 4,::. ? 6'.. 1.15- 1621 159 22.6 8.45 2. 26 M�x1mUFnyQueue (ft) 412;'__ P-.,-. . Average Queue (ft) 138 213 17 51 93 90 195 399 156 5f7Q ie_ft),� 30j� _ 4 «4 �9 .. 1.69 157 • .,260: : 686 74 1, :°V,E,. ,a 0fif. ,Es 95t. "� Link Distance (ft) 617 617 617 412 412 838 5tr'eart Blk Time (%) 0-t i- iIf 3..G,'h sa�r r4,Ly 1 _ -�!s_ . 'i:jti " : - ra. as Queuing Penalty (veh) 2 0 to Bay Dist: ft 4. 50z "" w f2®s z -4� 2 , Storage Blk Time (%) 8 24 1 av °, : r .• - �scum Pen1 e a Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 E,. t : Directions Served T T R T T T L R Ntazimurn"Queue (ft) 178''- 196• 2 x;244 181 174 66 `0 M ` Average Queue (ft) 114 126 46 125 148 104 134 48 95th Queue 177 236 12a 248,��.'2. 6 181 -1 L5 60 "'`-""k` ,g 4= ; Link Distance (ft) 156 156 902 902 902 390 Upstream BIk Tim_e(%) 0 3 _ xv W - . < l - . Queuing Penalty (veh) 4 30 Storage Bay Dist (ft) 100 i r: ( - - r - ` Ztidi 3f .. . ._ _... - _ , ._ .-. ����-i' ..e...r........x-gym,-� :.: ` ��.�'ar. �€'�1� .+�r� �.�_..�: .�-. �.w Storage Blk Time (%) • 4 0 We.u,mg Penalty (veh) -'-'-''-7'-r---'77'712.' . 1 S , .�. . Z Vis , { a:wig `31. Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 4 Kittelson & Associates, Inc. 1905 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 ,= _ Directions Served T T R T T T L R _ ES Q uakift ��2 t, 7 7® 21. 5' 5 f* �7�i f_ Average Queue (ft) 141 137 38 113 106 77 176 96 05t -ieu W: ` --v .J,,5 4 0,-M . ,&g _ . 283.,: . ., , u Link Distance (ft) 156 156 902 902 902 390 pfr e rif 8l C T � ,_ '- O IL "'�>-; - VP s - v iTir�y � 41-- . . 11,-.. . _, Queuing Penalty(veh) 36 28 - Storage BIk Time((%) 5 0 20 E Il Pena y l-, i- .;__ —'!& g - `---+- r 1 Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L _ R �� n l° g'3P`e ',Y;S t�° '��-s:� � i e sz€ c��'S._ V. �Tx F ,�ri.�;; .,;c..�-,�'S a` trrur tie�..F� 4 '. 22 a '3 , "W $� 'digit...#:. y J -d..,. {' i5.:+ �.., ,.Fsx.. 3ffiarS-c '�,. rt a_ i.;. 3. m.3os "�. - Average erage Queue (ft) 135 134 40 116 Yf 116 83 166 84 7i C $e s i s .0 s i % = 0, Y '-g -` `#" " ti_iW 4 :17- 0- Link Distance (ft) 156 156 902 902 902 390 Queuing Penalty(veh) 28 28 Utara a$TY7Pls 5 ^ s;. `s ?. ;10f:7- �=s ? t6 zr s,'c , +-.. Storage BIk Time (%) 5 0 15 0:401.46 Prra -'ve a ;i ro " 7 e., .-. .1. ' , Fes. ;F _, 0 .j ; Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 5 Kittelson &Associates, Inc. 1906 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L T T TR L L TR L 32: =3- 3 ? g Agin &. - Ef Average Queue (ft) 93 298 300 79 41 77 95 58 310 369 1034 181 9 � u ,i- 5 4 �3 r ,i� 42' �1!SQ��� ,Q6M..;". '° t ® 2 5 Link Distance (ft) 902 902 _ 844 844 844 1032 asit`rs`� taB1i erne{%J � :.. ? `38 Queuing Penalty (veh) 0 0 . WI ® . ck*. ".` x30 X507- 450 450'2"---.37:qi. Storage Blk Time (%) 0 11 4 0 70 8 ,M EV a +° th `6 ( � � ;_„3' ;;1:4 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR �y d r^ieii e� c� �s. Fry,"ec'.c ta +ter%* ��t�S”,�;:fsit+r� �s f � s��'`"'i �� }s-v " -�F{i �`j Maxgr l rlgal61 ia2PtWaWA e ,, " ur :n e st`ikPP t:?; . ' . ` V 3`tx �#-'-; m'Y .'� ...s�:1- ?r.�.:6. +:2.5 -.. �r3sa:ri.Sz.- ' 'a�T .v-..k.r LaL.: Average Queue (ft) 212 _ 9�.r'F t �g� ��/,{{� �r -�ssa C ; - -ri- a ,�a� �� t +� -a-,..r' w ��., i 1 u iat Slw°7..#�rm`iw er$��gW�Bha > -1:1 ` ' i 1'�5 rtik# 7� 7 .N. 'Y irg,,-' Link Distance (ft) 220 Us#cerBlk Time (%) ' '` �F :Y s ..._ '9t�aT o�si:zv ..ix 4. _ __ Queuing Penalty (veh) 0 5torge Bay Dist(ft)_ :: Storage Blk Time (%) 34 Opegt,66:Penalty (veh) 52 Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 6 Kittelson &Associates, Inc. 1907 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L T T R L T T TR L L TR L Average Queue (ft) 57 408 382 125 60 62 64 55 305 403 1045 133 J51W4'..C 4 �..` �� - 31b, . .�:° _ :Q y°: 7 . ,2-D6 Link Distance (ft) 902 902 844 844 844 '' 1032 g° sty a B 'T rni r, Queuing Penalty(veh) 0 0 Sto Bay Dis _ 9WW IL ' 055 F3 5( 5©„ ,76 Storage Blk Time (%) 22 7 0 2 68 2 Queu a enaltn I s� �.� % 3? Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR a -� 7x .<3� "�-• a ` ks„-. :ywcsew'', T . '"T`” 4's �I �m.��euC�'� '-ii � : _ � Average Queue (ft) 233 9fQueu ,.._„ x . : mow, ; b. . , . Link Distance (ft) 220 Queuing Penalty(veh) 0 STaofatretB Lam$ Storage Blk Time (%) 88 �QueOngPenattyst�h) 9 _ , . Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 7 Kittelson &Associates, Inc. 1908 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T R L T T TR L L TR L Ma 7u '"!eus a , _ 18 iP—V , 2 -'§M3 g k I O Average Queue (ft) 66 381 362 114 56 66 72 56 306 395 1042 144 i .,s3 ene'i`` - iwi # 1!602•., 8 30 21tAti 1 1'2-339 6— p gie Link Distance (ft) 902 902 844 844 844 1032 ��---�' -ter -A �.E_._-., S -�,._,. .�� -�-,..-m- W Queuing Penalty(veh) _ 0 y0 47?s? s: C 150 ,%¢ G ,80 a ' `' n ; ; g .50 50> " ;o,'� Storage Blk Time (%) 0 19 6 0 1 0 69 3 Q ui, 6 , Y9 vet} IW0 14 ``p . �,_ , ' 'r .._ -477_3 9 s Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR �aX��irt_cwr V-* /{{°"'.,�" •_ fib �ezc� .li' .5�',� s ,-. ",, x i' as ,eSJa�.i ,0 a'. h.,.i r-ii `wa,...4' urlim��4.�1e„7�$�:1�LA .�`�.6 ;.. .x'' . t-s� s.+.; ._ ��"}.-�,. ,+i�'S .i.,,n �ca�ir .�. .«xe ,..aa�%aYw *t_� ,i:����, ..w.'...'�°..,�.3? .[ r A iFa.`�`>, Average Queue (ft) 228 9wAE r (f `:w�M 256 _ ` �� 1047t::� .,4..r; ir.rso ....S « > ,-y -#= Y ;Z'v °t 4" Link Distance (ft) 220 j tfa Time (%) 75 : .: "'';:l = ,r . : Y . - s , 'kR. 1:.�Y3' � :'tia.i :%C Yt'_ Y Y' .." ).. Queuing Penalty (veh) 0 8r674416,13PY Dist (ft) t W` t mss '' '� , :W n `w Storage Blk Time (%) 75 Queuing Penalty (veh) 113 k�4ii' ��i4" :}jr. ; :t a�4 ,- ;�' .�..�......ys ..-.. _.. , ..:.. � .. ��.:�c .�-c.�..z- .4.'.?'.-.,;...... „�,�a,���.... °a �'".r3t.�'r. -a�� S. .._++o7 ,. 7i" 'i Intersection: 5: Highway 99W & Theater, Interval #1 i r 1111k7 4 Directions Served T TR T T T L L R LTR _ -- . _ ,;_ _.__._ c., ..._. ;�Y te _., aximum!Queue (ft) ,43 310 308 302 '" 269 43 111 31 121 ;;: h.- Average Queue (ft) 59 158 176 176 161 26 59 10 121 b5th:Queue ft 138 : ,289 __ 295 287 . 254 45 120 24 121 :l r`_ `,` " " Link Distance (ft) _ 844 844 602 602 602 298 124 114 LM#4111.4 qM 100 Y ,r ice, Queuing Penalty(veh 0 6 tE r &i. u�Ij i,i a k g: _ zt;k1 ' e w `i ° wi t. Storage Blk Time (%) 8 _ Highway 99W Run 3 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 8 Kittelson &Associates, Inc. 1909 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R LTR Maximum Queue ft 293'': 5 ' . 201 20` ` 778 ,100 _ 6 f 21 L .. °A; Average Queue (ft) 79 152 66 74 95 31 63 28 121 9gtf;LQueue;(ft) 222 , 325 ' 137 :.: 152 349 . 84 ` 122 13 :2 2 1 Link Distance (ft) 844 844 602 602 602 298 124 ply"s"ream Blk Time (%)_.,ati "r : _.0 100:_ . f. Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) ,`.i-' t t 7't - _.`.? Y= 75 ` :4 Storage Blk Time (%) 0 15 Queuing Penalty(veh) : , ,W ggi:f -$ .� -5 . Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R LTR MaTATI Queue"Oft „r 293`773514,008 302 778 10W-M1 16.%,17.- - _ Average Queue (ft) 74 154 93 98 111 30 62 24 121 9 h Queue ft. 205 317 208 :. 211 341.,-_-,- .77.:, _122 99 121 ; , r4 Link Distance (ft) 844 844 602 602 602 298 124 Upstieaiim.Blk Time (/°) tFi 4 7.0 s QA :- rk*. Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) `` . 0 ^ " s"W i.4' ... s0-k7-71;:-.4:61,: - 4 .; wt.' Storage Blk Time (°/,) 0 13 _ Queuing Penalty.(veh) Y . r ,'oq `� " :xrig � Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 9 Kittelson & Associates, Inc. 1910 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L T R L TR L R R .. .�...� ',.y. _,. T�J� _.,.7! tT t:f '1'4;F•Jl �, }7 t+4kht4 c Tar ae: y�.... sr .li i � ..®s,� i F`- �a° 0 �� _��II ! � � . f '2 Average Queue (ft) • 66 21 11, 3 110 815 130 118 252 247 861 726 9/r.61" (, '. - . �� .,E_ ' 04 1 Awe' or- 933 Link Distance(ft) ' 602 602 602 .. 803 242 1196 1196 I' if-4) [..-._ ,j `1A-e> .;a :4 1.., '.��_ _ -. _ _ - :_C _Queuing Penalty(veh) 0 0 0 Storage Blk Time % 58 41 33 98 39 82 2 yy'�� ��•j '.war. +t.=gSna Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served R> hb i fi` u;6 de" ti� i +n, Average Queue(ft) 325 b"51 I t d y r .. � - ,. � +F r-r s�� , .. -c ., .,a'�.k��; • 2 47114 Link Distance(ft) 1196 yy n } �:r Queuing Penalty(veh) 8 iP 77:1::-.14 ® tit, 4 - F ... .Y F ;74,- Storage Blk Time (%) c'uea ags>e a( in F , z.; _Y „-r„. Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 10 Kittelson &Associates, Inc. 1911 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 - Directions Served < L L R L T R L TR L R R y T �Y6 6 ; 5 .Z `t jVlaximurt��_Queue (ft) 168 56 62 25 .126 81 ,�:• �,.- - Average Queue (ft) 38 33 32 6 123 815 125 112 255 248 1209 1086 95th_Queue t- 114 65. 65 ., 23 r7 131 P*P0 ,i _6 55�_ , 5?� 2 Link Distance (ft) 602 602 602 803 242 1196 1196 Upstream BlkTime (%) 54 i„,; - � � .t s n 1 . _4 Queuing Penalty (veh) 0 0 0 0 'Stt rageB y`Dist (4)2L.1_,_:.,-.-_,;:....,, ,-,,,,,:.„..7,.,_.-: ... 4 300 100 125 - 100 71-qtii't.--,':::225 ty ' Storage Blk Time (%) 71 33 6 71 48 86 1 Queum nalt _. . 9 Penalty Y (veh) - 325 _ 139 19 137 47 502 2 __ Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> • Mth imurn-Queffe:(ft) 121 f7j f :7 Average Queue (ft) 805 95EQueueY(ft k�;., 1402 ,f:. . , . z ,,. ¢ . - Link Distance (ft) 1196 Ups r Week Tame(%°) 1 - . , _ . _: 't i, r� Queuing Penalty (veh) 0 STorage Bay Dist (ft) _*z. ... . ._ w .. _. - Storage Blk Time (%) _ Queuing Penalty{veh) •"._. �j-fajilj_ {.71!: 1,.1...> 1 . ?'�71_ M EL A is .��;® k..A_ Tkaia�N. .� t�,w 0 ,76 _ Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 11 Kittelson & Associates, Inc. 1912 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L L R L T R L TR L R R . ueue i _ :_. 6$ 5 = •_•F- ;: - '2•-47.41.8 y Z5, '' ` 36 57,,, b250 r� 22 Average Queue (ft) 45 30 27 5 120 815 126 114 255 248 1125 999 kill—'Q '' i 22a g g not 37 9 262 254 14:6;..W.;- 0.9. Link Distance (ft) 602 602 602 803 242 1196 1196 !:Qktl to to ° F t t I ' ,:.,Tom`:laii:'' A ";, ;`� ";,Y- is 86 �.... , 48 6 Queuing Penalty (veh) _ _ 0 - 0 _ 0 0 .1.0.5c7MffitagMftlftt, is'. t � ..'c°MF-4: , 125 100 A --2 :W.i .� Storage Blk Time (%) 67 35 13 78 46 85 1 -.�.•c,l , e eM '4` 6_, 4;� 154. - 44 5D ' Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> i Average Queue (ft) 690 - 95t :1;8 Link Distance (ft) 1196 Queuing Penalty (veh) d 0 S' Fa fl ft Storage BIk Time (%) _ Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served r gri s x . i.riT at r ss4€V e' S .¢c p Y!%K IVI�XI�f17U��eU�e' a x..�..�a'f � . ;�•s�+` tk.. ..'^Y5 a i��;r-iF-Fi�'r'-i!w �i�Fr^t.�... K4,: Average Queue (ft) yd 9b1t scj 1 7 K ra 15 fi:'J # y� tt v t -,"' vrr ' r 7 n� � .lam -?'s .a£�i 'a_:;i+^. 'k�r��ks,t�xixc;a x � a�_ .�'x�.- yfi�€>.""�. y' .:Yvk - Link Distance (ft) -fie} -..,--c _ ee`x-�, idr ,.. V tr' ra.} Y ": - ac �.- :is "az tip? " t ��t :e.. �� B TTt°me ,,..fi.-'4 k:.. ', _4 . , : fl , ^may . 4 w.. �:.ii�s �Yar6e.. = am -� Fi�'.t3r €well'. �tt t'�.crfstYt r i+_'i�t? "C4. Ywt +v �.. as`a. w C`5 _�T.¢tl .._. Queuing Penalty(veh) 0101 2° rA l W A RI • 144x4 AI 46 i4u .* M M-- --47"- ifi.44..iMbrik Storage BIk Time (% (3 a .t' a i . 4 e s x 4 rkc iii#. €...wr. �' #ii::�ht64.tawsYerie. ,-.rh� "^*'. _i`} - !t•: .nti. m P.R+ui.; .�y{--n°�- rxr m.} .5:"S C. E ,,o....Z Highway 99W Run 3 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 12 Kittelson &Associates, Inc. 1913 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 8/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 ^-` - ''~~' ` - ~ - Directions Served Wa:gr:t.TV,ritQueue (ft) 78 Average Queue (ft) 10 25 _ Link Distance (ft) 412 412 Queuing Penalty (veh) Storage Blk Time (%) Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served T T Average Queue (ft) 7 19 Link Distance (ft) 412 412 Queuing Penalty (veh) Storage Blk Time (°/0) Queuind Penalty (ie.. 6; Nework Summary betworLyvid q,Queuing : , Network wide Queuing Penalty, Interval#2: 2112 Queuing Penalty,All : 21 Highway 99W Run 3 3innTraffioReport E:\7O92'Tigand Retail Cen0ah2UO8TotaKHighwayyQVV\SSVVPK8_ttpm.sy7 Page 13 Kittelson & Associates, Inc. 1914 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served L T T TR L T T TR L _ T R L aXimum Queue (fl) 26&A $$ ':fig 6.6 3 `8 3 :_22 : Average Queue (ft) 191 265 258 158 168 230 224 23. 6 123 196 119 188 9,5thh Cueue(ft �_._ 291 320 .;, 2�3� {2 '� "; 3 , 2&°. Link Distance (ft) _ 274 274 274 617 617 617 1381 U streamyBlk Time °/ 0 10 _ iv. 0a0,�`_ '~z y tks- x T 'M .,-l� RAMIE --P._._. ._:. ( � ° : � �. :� _ � Mme„ Queuing Penalty (veh) 0 0 0 Storage Ba/Dist (ft) Firt..225 ,° 4 544 ._ r.T n W: `' r �, 2A0�` a Storage Blk Time (°'0) 14 8 2 3 0 6 y ,,,, S 2,^ _[r'�»'.r6'a'es2' 15 14_ 9r-wFFF, i—. Y:. 'K.'f`Y1...4 Queui Penalty veh 54 17 . <:�3 '7��e?K'�' t- « &Y " _ _''.�k`1� Q` i.- Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served jj T Rory _ _ G�I�IJ fN I� 5y �N�+,F�� �' �', nc - s Sy,d 1T} .4' 1-c.'-"a Average Queue (ft) 194 17 95 Q eue't( e t .8 tig iM x 4. °a -' .*—#M `"...iI,T 62 :4 i Link Distance (ft) ':I 1354 :- . NAB.Ei lt7 t ur�:�14i , � � ti xiZ itif6W 2 �aage j,...;4 ,,0 : �.�, Queuing Penalty(veh) grcTaRgRA.- ff3, ..� � '; +�*�`r-> Y <4x*" x. 'uY ra 4 � � �4%- 200 , ,,.�' �,..�"-�.�.�:� �;`�`� �=;�-���s�� ��..�: ���� ��,:' �` Storage Blk Time (%) 11 lueum� P,erral - veh} igCtiW r Prgq'T, 5 kku :: mo tia.::. 4 *; . I Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W PM_ttpm.sy7 Page 1 Kittelson &Associates, Inc. 1915 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L Maximum'Queue (ft) 250'' 295 303 : 286 249 244 260 261 - 350 . 388 276' :2'56 Average Queue (9) 169 254 248 188 149 138 151 154 108 201 121 166 95th Queue (ft) 285 365 361 . 325 229 234 245 244 216 353.„,;:„.26,,W:245 Link_Distance (ft) 274 274 274 617 617 617 1381 �Jpstrearn Blk Time (%) 10 9 0 " ��' Queuing Penalty (veh) 0 0 0 0 g.Bay Dist (ft) 225 300 325 250 325 Storage Blk Time (%) 5 14 4 2 lueuing Penalty (veh) 20 29 17 7 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 • Directions Served T R (fell -ii Queue(ft) • 374 212 T H, Average Queue (ft) 126 31 g 4ue'Le (ft) - 251 Link Distance (ft) 1354 - -' ° �lps�rearii Bllc Time (/°) Queuing Penalty (veh) Storage Bay.Dist (ft) 200 �.. Storage Blk Time (%) 2 0 0 euingPenalty veh) 6 Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 2 Kittelson & Associates, Inc. 1916 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, All Intervals Directions Served L T T TR L T T TR L T R L ,. .Q eu 1- 4W26 X°, 1 : :0.861 -E6"? _ t1:® :a -31 3.50- -x,388 Average Queue (ft) 174 257 250 181 153 160 168 174 111 200 121 171 Link Distance (ft) W 274 274 2 �u 41 W 683 211 .y1381 6 '? T.. Queuing Penalty (veh) 0 0 0 0 $317 tot 42 .. -4_l & i 0 ?6:_ �- X 275 Storage B_Ik Time (%) 8 12 0 4 1 2 Q-F °0 ST.4.',e-Lit o Y is 2,1:Al_` {, ,._: 'IA,t a_.. .. #ii;°' * gk :aa l +..'.ter. 4 Intersection: 1: Highway 99W & Hall Blvd, All Intervals Directions Served T R air-‘‘ u. _e 7 J `151.;,;,3 °F' 1' i t a 5k is ,y.,Cr Z`° ♦at: i -�f.i _ R Alk . 7:�,,,�.wua i. y ! t�sw�et F•,a,.i„ Rs -�.. ar^ _.t€na�,r.�o - +�t3; za ,.'� 5 : Average Queue (ft) 143 27 •r: - , 0 b�'.. �_". '�.., a ;Y`x,.,,:si-•a, tkVi yy q:,rte* , � ._-4F---EW4* ',.;t4e$ P Link Distance (ft) 1354 r 0 ... 4rn��U �. :111DaY. t,cad °�'ia_.r tt,r.a. ,.siMw f..,:_ Queuing Penalty (veh) t N ,i_" � 2e�ai }�F`- /� � �FJt,�,�� + c•r v 4r Y r � Ce �y'S i`.��rr 5 �" :., ,�',3�'33.. �y:�,..�, -,q_��: $...s e ioO •l f a3 v (g "' x,>#si '''�,.a 1.-. t -.-rs"` atet. c2,M z' kt`i -,r..1 .,�..r... �.».�s ,,,�.mss__. Storage Blk Time (%) 4 0 _ QUGT tiTg �'a iffili fi '�Srtitrt+t� 41-ta-,"`. tR rid.' "- u" :C: , Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 Directions Served T T R L T T «L R liffg.'4742Piti-26,� 7tg3 1 0 135 223 ; 836 225 s Average Queue (ft) 156 167 16 50 85 69 186 230 154 95,t 2 "" �;t ' Q 62 ela 1:2 - A£ 236 .0 .331,-, 271 .: _. ..5 Link Distance (ft) 617 617 617 412 412 , 838; J,C MeRVEC SIP r Sy1�F4 �` 44 H x�+ i #�n r tlt ; .: 1 , ®t " .i ac t3'."a ..1° s►Sa�a'.✓rctwil..�ertz•w,;.. Y: �-✓.:.. ::'+'"a s`.(a Queuing Penalty (veh) 0 0 di*4i.--1 Ii tfetb - P x - ..8 ,` ,- .. 200 . 200 4• Storage Bik Time (%) 0 9 6 E? gyAtr8i z"Af N ,..7 ; k 1 -b �t•..i: : �i5 r ' 2 `54 2.1.4:,,35 ff t •, :« Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 3 Kittelson & Associates, Inc. 1917 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T T R L T T < <L R C ueu 63 6 9.-- A_ `-040 R, A5 li . .��?� ' Average Queue (ft) 219 235 18 37 72 68 188 446 150 .;It i'0,-2-!__r t z. a 4:-i 0' a 2. 9 -a rk v:7 _..- "c Link Distance (ft) 617 617 617 412 412 838 !CW�ruf�. y„-i�'('°'� `�'r`�.�"p t_�ce air-;.^;�..n-e- -a.:� 'S'��,.zcit�7 .A.g, :.'� r.��.Kac� C � -�. •ia_,c�"' ;._ j. LP J 11 .. 11 tl7 :4 Aw.G k ,3 g 6 c .# `_ .5A :Y,47-—�,:tis* .- f k` .. 41:4 ��'-fi.-;,n' Queuing Penalty (veh) 1 2 0 _ Storage Blk Time (%) 5 22 1 alt veF a f .�-.,r .:y w 47 § _ " 4`z }: Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T _T < <L R X Lei.,—(11:1i , - +633° sB : 9 .' _. 2 .41.-ME-7 Average Queue(ft) 204 219 17 41 75 68 188 394 151 _ 9 00 !o 13 m 5w � "a ,. z ,wo 3 74 ; . ,� ,t _ Link Distance (ft) 617 617 617 412 412 838 - _._ ,ate- . � � �:��� C:�� .�� ,,,.�- -- Queuing Penalty (veh) i0 2 0 Storage Blk Time (%) 4 18 2 Q ewn PenOWIE4 ° i - 5 *<1 2 1 . •.,,� Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 ) Directions Served T T R T T T L R 16 Queue (ft) 21',2;;:. 212 1243j 0 201 !405 `" F1 v. =lr-- Average�Queue (ft) 157 182 63 222 273 120 223 395 95thAQ L 45 ' 47- 14 6 8 .1W X27 `428 .r '� _ 4 Link Distance (ft) 156 156 902 902 902 390 t s.::r- ESM . ..,acffAr-..'�&-Z r•' W Queuing Penalty(veh) 54 65 0 grekyCSdTPCM40:1 .41'' ;MazV sx,.2 ��c5'�=�. 4 9 ,4 �- }#42, s:4 .*�„v.x in q. Storage Blk Time (%) 8 0 75 :"*1_: �'s> p�sp� � rn.�--v��: � �4.�3_,. *� �.,�, . •�,�zta�: —c,-i yr �°-�m�sc+._c.r+x � �*--�; r.>; i t` 8 . z ' S �;i . L a r4 tiR_ -- 1-4�i1 ;: =al.��s =-Z . . 1.d.i*SEy a Yu . Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 4 Kittelson &Associates, Inc. 1918 1 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T T L R _ ► C1 4t_ 1.. g I 5 B 8:9 " T® '226 ft4Y4g ; t , 3" , Average Queue (ft) 155 148 49 107 132 65 203 228 arr nos+ o .t,, _ .y,r�•. P t 'k ' ' l�25:XTOg j- 2AA,�' IAF 260 9 's�..°a r ° . r .� 7", Link Distance (ft) 156 156 902 902 902 390 __ r "c" Tliiti `Y.#lam' ' w 7 ; ^� _ fi'�p z�f ,--: .�:�- f?"0o-�°�`1 r.� W t - bs ._. Queuing Penalty(veh) 49 55 0 to Star- -y,"Dts { c 74 :', ; --2DI� tkklit x-.7 ,2: - ` ' Storage Blk Time (%) 7 0 37 �'' --�, �c•ro � {w - -- yri -,.. `- i Na', -Y. ;z..._! a om -L''y Qt#eu ra a al T ve :��c * 2' 4 : :.- :$,i ,Ax> ;r Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R _ M, ter? ! ueue fR 2rti t2: 2 ` � = 87 "\�!3 �`2 °226 42 4 - .: Average Queue (ft) 155 156 52 135 166 78 208 768 9WQ c te� Ef rqr24�a '2�d� � �, � .259 `28 �,� t. � ��� -�� � *t ! Link Distance (ft) 156 156 902 902 902 310 Ilikar o 114Times(%): �0A ' .. '16 ;` Queuing Penalty (veh) _ 50 58 0 81-6 g Rd ist (It) .wr, F �._,....,. 100 _ 200 ..,. ,.,,., Storage Bik Time (%) 7 0 46 _ l alt amps veh 23 . --_ Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Centel-12008 Total\Highway 99W199W PM_ttpm.sy7 Page 5 Kittelson &Associates, Inc. 1919 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L T T TR L L TR L_ dufaxl aim Qli� i : I B _6 57° t 747 -2,71f a 47 Average Queue (ft) 73 459 414 117 2.6 100 104 96 351 398 1043 161 n'-rl`,544k."6 i 14 W a #11 ? e-87; aJ � Link Distance (ft) 902 902 844 844 844 1032 i.1 B1 7r ifrg °yap 1 °. P i t ,77 *. ' , t :41 Queuing Penalty (veh) 0 0 StOrac ,_ a ®S �xP �. ACHM4,1®_i., -i*L4;' Storage BIk Time (%) 25 7 0 1 18 19 60 21 9 : Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR Average Queue (ft) 231 95` Ile. e1 1 : 4k fz =3 y 'k�� Arta ' a Link Distance (ft) 220 �,.�.: r y Queuing (veh) 0 _� _�R..il„m Storage BIk Time (%) 65 Queuan enal e Qfi T _. g 1e - �-. t'':..-:"`�`.,,�..<..z:�,:�si"�°� +. � Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 6 Kittelson &Associates, Inc. 1920 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served L T T R L T T TR L L TR L M .'Y6 "A IM y; w sir. ��$ u 74 365--WAIM-Mag Average Queue (ft) 102 414 386 104 56 50 53 40 201 336 1043 228 95th Queue (ft)`` 9 ; 83 68 07 96 73 3.82 6217 Link Distance (ft) 902 902 844 844 844 1032 Upstream Blk Time (%) Queuing Penalty (veh) 0 0 Storage Bay Dist(ft) 150..,: ,1138 0. 150 450 450 s. Storage Blk Time (%) 3 20 6 0 76 81 9ueuing Pe ally (yeh)�._ 21 ::.._ 16 ._. 2• �� :._ a _..__ ....._415;01 9 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR Average Queue (ft) 167 Link Distance (ft) 220 Queuing Penalty(veh) 0 Qu, 2: DgsNf Storage Blk Time (%) 28 Queuing Penalty (veh) 42 _ _ Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 7 Kittelson &Associates, Inc. 1921 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals r . Directions Served L T T R L T T TR L L TR L iri'i�ueue W.7 Zi b9. �~1 475 504 1047. 236 Maxie ������7 ,..� � . �� t . . "�; Average Queue (ft) v 95 425 393 108 49',' 62 65 53 237 351 1043 212 950, ueue (ft) 1-6 :8 6, 26 449 ;;;;_628 1052. 270 Link Distance (ft) •902 902 844 844 844 1032 UpstrearnBlk Time (%) 5.4 66 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 150 i 15=. 45tF'450 275 Storage Blk Time (%) 3 21 6 0 0 _ 4 5 72 66 Queuing Penalty (veh) . 16:. 16 , 28 W _15 16 397 114 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR Wigiggi Queue(ft) Average Queue (ft) 182 00:1.-.9.09. 00 (ft). 2 - Link Distance (ft) 220 Upstream'Blk Time (%)' 37 ViT,'t 1% 1:z " ` Queuing Penalty (veh) 0 Storage Bay Dist.:(ft) .'�"1a' ta , . :, ; s Storage Blk Time (%) 37 Queuin Penalty' /veh -g.�rr,57l," .. g `r'S �.fi'a°,�� biY�a •:+'t. �'✓:3�F .i' wry.s.b ._ ._.Y -.. -_ r:t'-..�p�, 4. -:..x ..._... 3J fl1f1:. _.F f' . Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T T L L R LTR Mazirara ueue.(ft) 101 154 :278 344 343 801,.:,..1;11 188 137 Average Queue (ft) 17 91 147 176 166 19 72 35 125 95th Queue (ft) 74 166.. 249 293 283 62 120 139 133 > ` ,.:' . , ;`. . ,:' Link Distance (ft) 844 844 602 602 602 298 124 Upstream Bik Time (%) L Y .. Queuing Penalty (veh) 0 4 � � cry Sk # aA& ,r �1 mT. Storage Bay Dist (ft) c �a: la g- ?. X . - t�. 75 75 M'`` w� 411ii: ` * ' ..,._�`S9 s.,?Y,��. g-,..: .r .�. .-�-..a...�..a.:.,Y.`�-�,.....-.�. .. .{,' � t h.t13i..a�t:.....°3u1,2x�..3..5;aK"r..;.�l�r Storage Blk Time (%) 0 15 ;Queuing Penalty (veh) Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 8 Kittelson & Associates, Inc. 1922 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R LTR lye c,:,$ 1,41V: e U ,� 8 3Z 94 - y S: Average Queue (ft) 76 253 67 81 69 34 62 5 123 ° jr4"_ �(ti ,£.r. a} mk gM1,4$7 M27W_216. 79. . 113 '`16 Link Distance(ft 844 844 602 602 602 298 124 ; 00 :.=.V r Queuing Penalty veh) 2 .e 4;k ®s t.2-4. - j W '_4c Storage Balk Time (%) 1 14 _ _ _ Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R I_TR Nib itri Queue(ft) 375 87 - 3_8:41-MEW-437 94 " 111 188" 137•' Average Queue (ft) 62 214 87 104 92 31 64 12 123 �D :Ieue (ft) 193 492 22 x259 249°? ?�. 76 115 68 128 Link Distance (fI) 844 844 602 602 602 298 124 Jpstream BIk Time(%o);. 0 w .. . 9` ;i Queuing Penalty (veh) 1 0 ' N e Bay Dist (ft) �.._. .�._ _... ._ 75 75 * Storage Blk I'mu (%) 1 14 Q eiJjpg Penalty (veh) 0 5 Ar Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 9 Kittelson &Associates, Inc. 1923 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served - < L L R L T R L TR L R R Maximum Queue O ft 4111101111E95 - 6Q1W ,126W.818 :;=151 -,', 126 ` 257 269 1211 878 Average Queue (ft) 74.` 39 22 3 120 720 98 118 252 252 762 646 95t1-Mueuex ft) . 1 _,5 59-; '174'�_13D1D81 201 132 263 267 1204.1111. Link Distance (ft) 60 :'" 602 602 803 242 1 196 1196 Vp-Streari _Bik Time (%) ., , _ , -t-. . f- 49 81 15 7 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) 4677100 125 100 225is_,�;�' Storage Blk Time (%) 77 11 60 62 79 0 O pr' ' ueuing 126 65 492 Penelty (veh) 379 51 � u Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served ' ' .R>' • • Max =Queue'( . Average Queue (ft) 376 >•? Link Distance (ft) 1196 Upafream B I k Time (%)_? .1 p'� < �' `�. >1 fs : - a ''';.:„Ti' - .- s .. T+,.i�6Ta.G.tr _x¢,n -- a4?:k.r: _ tik4sM� ,zis yaY '�4 �": Queuing Penalty (veh) �A p! k~s1 :;a *.k.• a.�is,3i i . ,t Pk w3^.. �' i.f.1 .. ..,�� - 3+-��n-&,i6 T'+�4F '. `�'�`,,te - Sforage Bay Dist.(ft) - . g c, - °''' -= .,-tA1- . . .+ : Storage BIk Time (%) _ Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 10 1 Kittelson &Associates, Inc. 1924 Queuing and Blocking Report Weekday PM Peak Hour 1 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served < L L R L T R L TR L R R •Nfa C m a� Q`'eue ft = 7 :3 x;122 , , 50 X126 8g .traWk>..I257 g" f23Q 7g4" Average Queue (ft) 120 27 31 6 77 815 112 114 250 247 1208 944 � ff ! tlitit $' 4iM83 28 149 ;. 832x '201? ,; �''263, '122T8 95. Link Distance (ft) 602 602 602 803 242 1196 1196 & M. _R d 1& ��fl ,, -_.t 60 ti §, 1 * - a 8 t Queuing Penalty (veh) 0 0 0 0 Sro , afs � ,- 300 100 125 100 �.-w. ,1 gw Storage Blk Time (%) 34 63 20 75 52 90 0 r," , 2..�N� {ter_ .>,h �-., d �` 156 268 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> e 'eaftg";: 2: ,M Average Queue (ft)y 573 g.. ;we-, tt ,• -.73 , Link Distance (ft) 1196 Queuing Penalty (veh) S O dal .,s. �, :rte r ¢ c 1k;. s Y+f^'SS.f. F.a...�c .M :�i J Ck^`vy^•^''-X 7f�1, +ir. �'f's � •4lFi:.¢,E� Storage Blk Time (%) Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W PM_ttpm.sy7 Page 11 Kittelson &Associates, Inc. 1925 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L L R L T R L TR L R R Max�u Quet.a..:.:. tt �?b ...7§ 4 ,1 4 22L. �z 1..1R 1Z 0 r1 X 2 5 e- "r23 a;1- , Average Queue (ft) 109 30 29 5 88 792 109 115 251 248 1101 872 95t mieu c F-_-4-1:-,w`24 - �8,. __ s _. _ •,§Z 58 20 ' t 4^ _ ;`265 :2 ....1�8 ...qM Link Distance (ft) 602 602 602 803 242 1196 1196 U?-g t e�._ 3m•.._f 0 _ Y Y 4 rs`r-xx, F - 3v . ""'-4-'r 9 f A - -' a , r _ ,, , T. .� s ter _°{ _4 • i.? x' ..KSn :.. ....» _.a ,_ f."5'.:t .:�• Queuing Pe nalty (veh) 0 0 0 - 0 Jt 4, &W FAR® a iG I �S.x t 5y t 3 F 0 '2,*:'iD f d � i :2,-g tr7 i S 2 ''1:. ,3„1 t -{. Storage Blk Time (%) 45 50 15 72 55 87 0 QuLin P t l i � � � 4 g 24 : t4- 5 1 o- Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served _ R> _ axk X P..HeLL F � a ,s.,� . 6 s4. .. _� �#....:m'-w.t :.-r Average Queue (ft) _ T525 �`{�. �- '. ' crr Y.t?.'. r :AZW . . -. s�av- r- 5 yL W+s: +.s ilif r �31t z z r' >'y�71f.�1..�Q`' e' 'r3 saFRwE��� t..5:� �a. 'F. Y';...,,. .. .. .-�� !'�' ,US • Link Distance (ft) 1196 Uwpcsas ae�""T ° W O:..;t�..o- '3s�st� , s-? .e�x �a°3+, -:�.:t'> ._S ?r?1 ar 3r u'i s...—.,.,m,s a stae+�.,.t^�-P,... - Queuing Penalty(veh) 0 giag . ©S ( s ,_ ---, ;F .,i .y, �tt' 4fj77FS' s ; - ,' ve° w \ ,,, Storage Blk Time (%) ... ;ra, 0 1= 3 is RifigEzt*112. • . :Vh.`.°, tz#..'-a:'-3 -'ac-s,.0 ...,.r ,1 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 ) Directions Dir S erved T T _ 1? Average Queue (ft) 24 40 95fh Qeue � a $: ,, H _ r -' �� "• b x.vsc.a. 8 max ^;= .., t r oz eif. , T 3� Y' ..�. Link_Distance (ft) 412 4 12 Upsyrari atkT '4Yr -"w`1? r' ? n r t.-. e ` > ` z.;F: sx ; u-�-P . Queuing Penalty (veh) Storage Bay Dist '� 4 � -ttf= 4 r z� ..&; -- 4 - 1::-'1-',- � , Storage Blk Time (%) fige fit • 2? €r g :' 5 ,,,,,X,'",.11-.t. » Highway 99W Run 4 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 12 Kittelson &Associates, Inc. 1926 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served T T Maximum"Queue (ft) 98 134 Average Queue (ft) 18 35 5th Queue ft 69 . 109 :_ �,�.4.., - 1 p Y s4:3•.r4^" ".. :4 ; Link Distance (ft) 412 412 4m Bxk...- T Time (p/�):::..,. Queuing Penalty (veh) o- o ge`gay Dist (ft) Storage BIk Time (%) '4 U�.La�E a.� rj: Queuln enalt Ve r.a sr t t� si :z� ice, A Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals ,10,9.k Directions Served T T Maximum Queue (ft). • 98` Average Queue (fl) 20 36 95t Quene T 74 ; Tw�- a ° • i } Link Distance (ft) 412 412 J a s ea Bk Time (%) r A z � Queuing Penalty (veh) Storage Bay Dist (ft) _ Storage Blk Time (%) Queuing Penalt Y (veh) Nework Summary Network wide Queuing PenaityJnterval#1: 2219; Network wide Queuing Penalty, Interval#2: 2271 Network wide Queuing Penalty, All Intervals:2258 Highway 99W Run 4 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 13 Kittelson & Associates, Inc. 1927 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #1 y„: , , Directions Served L T T TR L T T TR L T R L grAtiPAPPO4i- 6-4 Average Queue (ft) 192 267 273 189 156 180 191 203 148 313 183 157 Link Distance (ft) 4 / 27_ 274 274 617 617 617 1381 Queuing Penalty(veh)_ 0 0 Stiorage-W-[ s � 3A� Storage Blk Time (%) 15 8 20 0 •s-r.�-- ��fi i i`'� � .. tom -�. s L ea ���s a '"'� '� ;2-- bwng_l 4 T uaM115 $ ' `'; sx �v 7. ' R:4' e Intersection: 1: Highway 99W & Hall Blvd, Interval #1 Directions Served T R _ _ Average Queue (ft) 111 10 95t i Que e� ' .w ` " S� �' -4 2 Link Distance (ft) 1354 _ USt am °C1 ith d ? 7, a._ g .;r-qt rwa` e' x, s Queuing Penalty(veh) Ott%*PVr.�> a ytin. .. g,s^, ..; ,x � �K ,�:• i ' � -._.:��e q -g _. e:a- ^-fr.vvr.� ad�'ae fcML:�, � Y' ✓F.mRt`m' �c "1�..c4�.i., .iG.;T.L��"f”V�{ '-E'Tc+`� "S ..�'f` 3r.-f^: .-. Storage Blk Time (%) Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 1 Kittelson &Associates, Inc. 1928 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served L T T TR L T T TR L T R L 4;11W00!id f _. 65r 3D8si 8 x8�14i��2;7,�;at§0. 9 040. ;' • :ram'"278 �y- Average Queue (ft) 198 253 250 166 140 170 169 176 127 288 118 171 -'_m02` Link Distance (ft) 274 274 274 617 617 617 1381 n**' ,,ik*. :.xC. Queuing Penaltyveh) 0 0 0 0 Y'�'T� ,1 5ArreiF l`st- 6 225 Storage Blk Time (%) 8 8 1 14 0 etS '."'4Fm'+ `J" D��q[°I1r Q P�7': r� �.�..•,�v'('d ;y,> '1.� $gy. y+k �:4IL4a ;,. - 30 �s-.4+u:�,.�i' 1A Ft.r.�✓a,�r �+ .Fi` �, b 1' '�! . , a. <. .� _c '..'t � _ _ .e� m t<r3 �`�S ,�% x. .ra��': Tb h z_ fi`'rf Intersection: 1: Highway 99W & Hall Blvd, Interval #2 Directions Served T R a R7 gILTaI.le'� V' 2- 2', y c.. :5. 3�e J** }n ,lY � {4' ao �. T i r 7 i A r ...� ,.�_.- __� i:..T .- ,sue _._�xt_.e. '�''t � ..'s ��£�� � [- A{t- "�M� - "f�+1�. Average Queue (ft) 141 44 M .�. P.._.IQ.+S.:.:. .J� 27r,.. 1 B. -=.� tf<..,�1'' �. �� ,.. em7?as. -• �'T .`ii.:a'Fi-c ` v`.�: Fai"iY;c' r,G.'�.r."i: w'� �..ra.T_..a3- Link Distance (ft) 1354 1= si��--�.. -rrox'.�.-�a� . :Qa s:�+di �.ncs-.r- e � �.3���w.�. � 1. a4.;.eanL"ci.-•s .z. Queuing Penalty (veh) —� -'-�.. ;; 's ��:.s° 't- '� ,.�:',-�' emu. �� �.":� Y "'s � � ��4,,,��o ,�.,..a..�T���.a.�.a;i..�vs ��.�m.`�:� ,aaa......3�.,u,,.z4. K.+.�-...a.,.es� �'�',.�-�tr �«�.�„ ..��'. us'� ,.,'' �e;a Storage Blk Time (%) 4 0 �ue:u n Pe �I �vela . X13 � � --t ��3,.� -�. �a �.r � >.r< Y �.s��a � ��- � � a- ,�♦ .,,ayi..9.:z. � fir.x._---.�.�..,.�__.�.,p�'��..£. :e:r�.�.�:�.�v-�� �,�.....��.,z�, , .., .��.•.�.>.�4�:���. �' ,.,���,y.�� .�.� Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W PM_ttpm.sy7 Page 2 Kittelson &Associates, Inc. 1929 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1 : Highway 99W & Hall Blvd, All Intervals ++7,,Y,a1 q t :.. - s i t i . r - __1.0E,,. r4.0, -�ii1E �0 ).0 - _ Directions Served L T T TR L T T TR L I R L Maktmum_Queue(ft) 269'.'::. 305-; 308 282 315 2.77 302 290 350 564 288 278 Average Queue (ft) 196 256 256 172 144 172 175 183 132 294 133 168 9gfC 3e'e(f#) 287, 326 ` 330 288 — 268 24 ' , 257 .253 257rz -53f,'' 307, 4-:-263 Link Distance (ft) 274 274 274 617 617 617 1381 JpS a m BIk Time (%) 0 8. 6 0i°4'" �.. u W". % . - _-s.'.-T •-ds Queuing Penalty (veh) 0 0 0 0 Srage.Bay Dist (ft) 225 300 325 St67;325 Storage Blk Time (%) 10 8 0 15 0 Queuing Penalty (veh) 36 17 2 63 1 Intersection: 1: Highway 99W & Hall Blvd, All Intervals Directions Served T R Ma1 m-um-Qeaue''f)�, 398 226� it l 1;; r :x <•.. _- . `1 f 7°..S. .., Average Queue (ft) 134 36 0E1 Queue (ftaA. 256 Link Distance (ft) 1354 tipsf"ream'Blk itLin i(%)' . 5t ;! '' ' ii , .. ? ` •`! F "} Queuing Penalty (veh) storage Bay Dist(ft) 200 a <z,::.. .,, a,.2,...___: ......... .. r .d.,$k Storage�Blk Time (%) 3 0 Queuing Penalty(veh) ,. 10 0 P i _- 1 1;, , - -.- Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 - 11 r Directions Served T T R L T T «L R Maximum Queue (ft) 165 143 18 139 136 195 225 854 - 226 v , ', 1. ' Average Queue (ft) 85 80 14 61 89 93 204 510 154 95th Queue (ft) 164 127 24 141 128 165 246 1012 273 7 Tx �d .` NS ns Link Distance (ft) 617 617 617 412 412 838 Upstream Blk Time (%) ,-_Y s . - ;:: 12 .73,37,3. ...,:-..1.7,n1,,'_. r,.. Queuing Penalty (veh) 0 _ Storage Bay Dist (ft) .. 356 ;�1` 3, -; 200 200 gp.. i Storage Blk Time (%) 7 26 4 Queuing Penalty(veh) .f- .., .: _.„..; ::._<.,. 45 166 24 Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 3 Kittelson & Associates, Inc. 1930 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 Directions Served T T R L T T «L R pa titti,5 ` O L66 —7, 1:9 `. ,6` y °26 ?n8- > 2 Average Queue (ft) 160 181 15 57 95 83 209 467 171 9:REAM cto ,_.-7,42-7112iggift-.E.1 AM.,7.-.!INEIgriThigg§lO7: 722Aliiik Link Distance (ft) 617 617 617 412 412 838 „ } Queuing Penalty (veh) 0 Sla�(�(9�..�Ba�'.�DI$f�x`'�' �.•� 3AV��_%ff4� .�200 -20614 Storage Blk Time (%) 14 29 0 gi 9}-,: RRIWRITT n4_- - + �� :8 tk-a ._-. Intersection: 2: Highway 99W & 217 SB off/on-ramps, All Intervals Directions Served T T R L T T «L R ►.k tna" `. .r el 4 r5_S5�' FSEMIV Mig2fz ;k4 , , Average Queue (ft) 142 156 ; 15 - 58 94 86 208 478 167 P 1.is ' L=?rgi �_3 3434 37. ° S t ,1;6 '16a 249 p =830' 286 Link Distance (ft) 617 617 617 412 412 838 -, , Queuing Penalty(veh) 0 M sf �� 3: .350 AMEMBIllt2 00 200 - °p 4 Storage Blk Time (%) 12 29 1 . alt ueh ,72 172 8 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 Directions Served T T R T T T L R Maximum Queue(ft) 212 212 12§i114.970::: 398 2i6 '-2266,,:: 405 lv . � *f; Average Queue (ft) 191 159 68 158 196 106 224 359 ,s„�- tea:- .,_,, - ,� . 95 ? ugue,�(tTT 256 235 150 294 359 201; .228 441 - ,, ;w. Link Distance (ft) 156 156 902 902 902 390 Upstream BIRCTirile (%) 6 5 . 19 W't "VZ 'u ,�Wre Queuing Penalty (veh) 72 55 0 Siorag e Bay' Dist (ft) 100 200.. Y 4 t Storage Blk Time (%) 8 0 71 5 IQueuing Penalty (veh) 26 1 _ 68 9 t .F4,1,, - 4--- Highway 99W Run 5 SimTraftic Report E:17692-Tigard Retail Centerl2008 Total\Highway 99W199W PM_ttpm.sy7 Page 4 Kittelson &Associates, Inc. 1931 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T T L R Average Queue (ft) 100 102 27 124 163 105 155 107 _ Link Distance (ft) 156 156 902 902 902 390 Queuing Penalty (veh) 17 21 0 Storage Blk Time (%) 3 15 PffgriiirdWRIATO Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R �y j�'!� yp'1 yp}, f�-{l'j() lT' +3 �S- /F-.t�t'�' . °° 1° I' 'it 3 �' L' Y ,...pX+ �1=i.eX r �.+ ikl 4f 741 e "2 iir MingT$ s } <. 3r . 11;-,:x: h 4`-�a'at Average Queue (ft) 122 116 37 132 171 105 172 168 Link Distance (ft) 156 156 902 902 902 390 Iy - _ .ten ; v1:1 k.. 4,- � Queuing Penalty(veh) 31 29 _ 0 ra B�� aIS� ll � .-�� �4 _ �# .�4'�..s.a�e -�£ 2^a��.�,":r,,� , .:<� ���` �'' ..;.x�'"' *�,.'+�ii�'���-"c ++�-. ? °ac- �-,-F..'�. - Storage BIk Time (%) f 4 0 29 1 uoti -R:eneity 6 aS -t Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 5 Kittelson &Associates, Inc. 1932 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L T T TR L L TR L 3 IE, 4 75 0 x:98 Average Queue (ft) 99 513 497 133 43 64 74 50 468 483 870 122 . ...' : 143 7 74 Ma::;9' 6:' a43 1233,E 91'- 478 ` 5 Link Distance (ft) 902 902 844 844 844 1032 p tre BIkTime"(%) . .._-:::5Z4PAW7,71 ' ` Queuing Penalty(veh) 0 4 -g5 Storage Blk Time (%) 0 25 10 0 1 57 49 8 grEktigirrgt Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR a . ;=o`'e ea FA Average Queue (ft) 220 h �5 r. iI ;6 <a > a �` �rcfa ,.. 't. Y`s S 2�j„ti?,ES e �S i.w.; +�n1e..+13Nsn' Link Distance (ft) 220 b$trealll +IfIT1� ° Jp^ <is k j h na ti 1 f riFt °s eta m� s''�,-•- ,..u'*�t ;�a r _.. e...a�.rL ? _m�.._,i ?:'::"3.--.'a�-:.:�s"�,ys . .• Queuing Penalty (veh) 0 • •L :Ws a :if 5 s 74 5...:.v 61 t YS f R Storage Blk Time (%) 65 E -. xc?�nwF ijPt�' tg-.'-.`'r_ ,. A+s•- +�' .b s- ,. ='a -,?. !�.E+.triw -- #:. .V�' „1 Highway 99W Run 5 SimTrafc Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 6 Kittelson &Associates, Inc. 1933 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served _L T T R L T T TR L L TR L fUl Xia ru Queue (ft) , 7; fit''' 326 15$ ? . 4_.8 47 Average Queue (ft) 80 384 359 113 52 88 91 73 276 424 1046 172 95Qu� e ff „ ,{_ z �152 '.. _ 56 ..v:_305 111 14 *-'Ig 59 Q' , 5 Link Distance (ft) 902 902 844-..1844. 844 1032 Upstrea Blk Tim e (%) �: ._£_ Queuing Penalty (veh) 0 0 STor ge Bay•Dist`(fty 150 300 150 7 m Storage Blk Time (%) 0 22 7 0 0 1 13 16 60 27 Queuing.Penalty (veh) 2 16 ..: 28 0 1 1 41 . 5 iu Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR Average Queue (ft) 230 • Link Distance (ft) 220 6 i Ili ems°O - S Queuing Penalty (veh) 0 01574 B -iB F `' l ;+ - -,may ry r ?¢ r t r •r +fi S ti ->ti'•r+R.-. S:^ - S '`', r..,.,i.{-";.,.,.,.,• :; Storage BIk Time (%) 76 QueUinv?—etlaf`SL4: o ti ny�{ YL '*.iwit- � :" ..e.. ..a ... A t..0 .,.,.,i. V:S. ...5_S ..... �.,..123...f,a -nv �e.��l.-` Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W PM_ttpm.sy7 Page 7 Kittelson &Associates, Inc. 1934 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L T T R L T T T R L L TR L Maximum`Que le (ft) 175'`787. 803 334 158 180 158 13-877 476 1486451:04 f 236 Average Queue (ft) 85 415 393 118 50 82 87 68 323 438 1003 160 95th Queue (ft). _.' 153 685 69 ' 31} 103: 149 ' 147 122 .__569 - .642 i- 8 2, 0 Link Distance (ft) 902 902 844 844 844 1032 • Oastream`BIkTErtie (%) - . - 46 0 Queuing Penalty (veh) 0 0 Sr orage Bay Dist (ft). 150 300 150 450 450 275 Storage Blk Time (%) 0 23 8 0 0 1 24 24 47 20 IIueuing Pena ty(veh) 2 17 33 0 1 1 79 79 "260 ."`35 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TI i - I Nfaxin141 e:O . . - Average Queue (ft) _2_27 1 ` : 95th Queue (ft) �' ,,. ;;6,1. Link Distance (ft) 220' U' 'ream Bl_k Time °/ `.;= ,_� :'rte__ ,_. �, �, Queuing Penalty(veh).. 0 ` 1 Ie`B6 D st'( tM Storage Blk Time (%) 74 pjavAinglren e 11 - Intersection: 5: Highway 99W & Theater, Interval #1 I w! Directions Served T TR T T T L L R LTR Maximum Queue (ft) 79 300 281 330 306 22 110 8 121 r, :'; ._ ` k. Average Queue (ft) 22 132 143 162 148 10 61 5 121 95th:Queue (ft) 66 305 . 283 309 308, 25 123 10 121 7 _ ''' Link Distance (ft) 844 844 602 602 602 298 124 upstream Blk Time(%) 100 Queuing Penalty (veh) 0 Storage Bay Dist(ft) 75 75 Storage Blk Time (°/o) 11 Queuing Penalty (veh) 4 I Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center12008 TotallHighway 99W199W PM_ttpm.sy7 Page 8 Kittelson & Associates, Inc. 1 1935 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L R LTR a ueig € fiz -6° Average Queue (ft) 68 159 114 127 98 26 73 44 121 Link Distance (ft) 844 844 602 602 602 298 124 il7F a eREBOtTF8 ND-. -1a ailar er5r- + a x P4 --',s Queuing Penalty (veh) 0 # 4711 is ..x +E -, . a ...�sr,:,��::.,-°:. .�•x,.r" �,a.1.. Storage Blk Time (%) 0 19 i�1�e_�{ing ��rlalty�veti� i•.s�r `��y�_'� "� a��,��x",_+��`�.�-��P��'n���,�"'` �ss' ,.}��?�ar���"�5��L-""' Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R LTR WiTadTaatle ^L� Tft ® r Average Queue (ft) 14d}'iFA 1�O Q f'.'y�Y F_.1t7.-y S-^,ri.S} _ GE.... •'vdflNV 4i.. b?t"{ 4 "u-Sk'J:a 57 152 121 135 110 22 70 35 121 Link Distance (ft) 844 844 602 602 602 $298 124 ',�`a - ^`�' r.'.,`,`".r'y'7'`' ia. = i.. f- •2�' ,._ ., �lxt"r - 3®' l f �,sy.;xS Queuing Penalty(veh) 0 Storage BIk Time (%) 0 17 g Penalty;V F at :bra x kr. 3 r zy_ dk k a. Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W PM_ttpm.sy7 Page 9 Kittelson &Associates, Inc. 1936 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L R L T _R L TR L R R Maximum�Queue (ft) 128 71 103 _.25125� >' O°o _r25 -45 -:5t; j 200 Average Queue (ft) 75 20 29 4 106 817 156 114 251 247 936 830 Queue (it). 119 61 85 ' 18 165 820 171 . 131 . -ty2 _ Y9_ Link Distance (ft) 602 602 602 803 242 1196 1196 Upstream Blk Time (%) 56 . ;.. _-10 �": :A Queuing Penalty (veh) 0 v 0 0 0 Storage Bay Dist (ft) 300 100 128-- 100 a �'' Storage Blk Time (%) 75 17 29 65 41 89 0 eumg;Penal ,(v9W _. � �VAX : 37,1; 77,Y :95 s� 15, s._q 4- 1 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served g R> '.a iZI tpL�e14 `g °R.:S..d: a d+ ^�"s iZ r ice t i e - i,ZgW�zl nt. C'x'. y, .—':. ,.:: w"- ^mmu .... _ mat. �.. �: -°if?? .'�'+��sw1.:At.::t�'4"+q'a'� ,b�'F "r�7'� .�'s �7 ;•�t Average Queue (ft) ..ry. 504 :0 l eaS :: @aG�4 SA S .N (um.w�W�T1 M E 4 !;r;I: 5 N k0- 3 o v�3 1 v" Link Distance (ft) 1196 .R���...a.e �— r,__...**D � �4."''+.�.0 o._ [+��.da .-•�`' � x.:. ^�« .. t4��� -,�.�. .t�'+`- �`.ti 1 _ st � a B T _�. b. ��� �x - }_�ar+..���,�� � ". .xrw-e." "�e '�� �r �� � �:-�' ,..*2—. �':.st �:., �. h 7mv4.rT i r. Queuing Penalty (veh) ^,:�..gin + �°'`E;e,� �"� g -� - .. n��su�#s e �£� a.�. .��a�.yi r�t�p{{ .�,...a� _ -.` kl' .Y"z.� cs _ ,s'y s3tYw-'�:F,g:.:«u��t '�-''.�`�': :w.s• .s� �'�`xi� ...d�� 4 Storage Blk Time (%) i ing PenAirati g,tl - .._ t i ' . til- * 1 E Ell II Highway 99W Run 5 SimTraffic Report E:\7692-Tigard Retail Center12008 TotallHighway 99W\99W PM_ttpm.sy7 Page 10 - Kittelson &Associates, Inc. 1937 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 f_)'?7= -'- -_. isz !i°.{ _ 1. � f3r°at_-: ..,- E. _i6 :&-.:. >- _'. _ . _.r '_-,.. d-' t'1. Directions Served < L L. R L T R L TR L R R Maximurr'Queue (ft) 176 138 105 28 126 837 170 126 257 270 1211 ' 121.1 Average Queue (ft) 81 28 27 4 96 812 118 120 251 247 1175 949 95th Queue (ft) 171 84 73 18 153 826, 209 132 265 260 1339 :1497 Link Distance (ft) 602 602 602 803 242 1196 1196 Upstream Blk Time(%) 53 ` .. 89 51 - . 4 Queuing Penalty (veh) 0 0 U 0 Storage Bay Dist (ft) 300 100 125 100 225 Storage Blk Time (%) 52 48 25 91 16 87 2 Queuing Penalty (veh) : 240 204 76 176 16 . 508 4 . ..,T Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> _ Mi,r U n Queue (ft) 1209.;r. '' r:``.j`�. +t.+T.c4.' y'e :;.4..'1 M ir: .r-.. :,r a n .ar,� r e,:.._ .W," �.. .i...s.,�. ,.el r'�SY° �e ?€`:� t^�. 3 w,. .�s.'i!�� dwr.++.' -r.. Average Queue (ft) 652 95th Queue ft 1271. Link Distance (ft) 1196 Ips ea trm Blk Time (%) 0 r;, r. :,7 „ M- Queuing Penalty (veh) 0 5torage,,BayDist (ft). <- - r - . . - 4 Storage Blk Time (%) _ Queuing Penalty(veh)... T.. . _ `' L- Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center\2008 TotalRHighway 99W199W PM_ttpm.sy7 Page 11 Kittelson & Associates, Inc. 1938 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < _L L R L T R L TR L R R ia2 fi �84 : 3 s 8 0 2 at`? .;8 ;2p -1.261. 157 27 Q 7,1:al 211 ij Average Queue (ft) 80 26 27 4 99 814 127 118 251 247 1117 920 95 Oilk ft, F£ ,x ,�` *mss . .. .�_ 133" 2_. °259. - fa 1729 Link Distance (ft) 602 602 602 803 242 1196 1196 at =B _ � ig�� a _ .V-PR'g`z.+.:• x A;S'a+.H• .€l'..-..j 0g A�,f v T.t�. Queuing Penalty (veh) 0 0 0 0 S ora•- ._ ,yea ..; ..F t.. 30D• 100 -125>'' 100 22 . Storage Blk Time (%) 58 40 26 84 _ 22 88 2 _ Qn,� .4;0.94.4 �t�v tla ,. 272. ,172, _81 166;a 4W...§ Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals • Directions Served R> lx a i-W-ore: iM209, "'` - - Average Queue (ft) 616 ;..y ' _ M R,6E .: ,. Link Distance (ft) 1196 tpea Bl `-Ti ea° .. ,,,.• . Queuing Penalty (veh) 0 L - e a a DYJsNkt M t 3i Storage Blk_Time (°/a) Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #1 Directions Served T T -.n'ru r-- a:..,,., t Y 'i A:; : -., ., skim' -a. 1 t - _aximum'Queue (ft) 202' 238'= ;; .-* ..c+:ct:ex'T.r .._� '.et..cx; & 7„„,,,1 :...nrate`.. _w-.-'. r a4xx,_Y«r�-,+_��s,...'�+'arse+•u.mrn..� Average Queue (ft) 80 72 95th Queue (ft). 189 . „220 `.. S. ;�,- ii;.ta3 `' t 1= x .:"," Link Distance (ft) 412 412 U�` ". rc"' rg-'- V� �s. -,-'t.�r.r•`T:r'af't" '•c5�m � ac a`4�.:i'"-�4..,� aT'�+�, �i�}'�:.�-c:.=A.nafs :r�w�'Rk�if' 5 ,(�� a l�ess'. rWn rl t i r 1�fR474 d:'' u.c- 1,` ..f33x'1', :'s�..,l wad ,1W LM?F1fR, m 114:. t sl ' -i: -.-r�:��.�u�s:i� ,N1" ss..s•4.�S..�s<�:,+utiu ..,'_-.._.tars.a _ne�.:5� ;:...s wva•.:+•s:>��5,d..x:tip.�.a.mow.-ed .rrx�twax�i�h.,��: �.. Queuing Penalty(veh) �E-14701,03167::' - e4 1�v 3 ` g i! . _-.:.:.:??14-'1',„4,.t 1 t r aift n i... ._ MH Wi Storage Blk Time (%) � ��.. �;—t^- rte. �u '�h: n'�a-' sFiiz?�-�z s-.•s,s. � * '� '� .� .� $D.�stt. .fd2hGS� a�+ .a a+kc aia. � s?t3t.�,.: - " �; Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W PM_ttpm.sy7 Page 12 Kittelson &Associates, Inc. 1939 Queuing and Blocking Report Weekday PM Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 13: Highway 99W & 217 NB On-Ramp, Interval #2 Directions Served Average Queue (ft) 4 8 ' .9.§.1.6*Th5: 041,4c-WgigtK4.1111.1111111111.111111111111MMIIMERSIMIMINEM Link Distance (ft) 412 412 Queuing Penalty(veh) giiira—ge Bay DisT(ft)Vtg-431,• trefffitftictiti..W '4'1-1,1a9.FA;WWii;IMMZWIAMINMEME.,, Storage BIk Time (%) Queuing Penalty (ve Intersection: 13: Highway 99W & 217 NB On-Ramp, All Intervals Directions Served MaxiMuni'QUetie (fir..,*•- 202 Average Queue (ft) 22 24 . •V 95th Queup (f-tilF4'.: 100 115 MW/MrariatilliantilliMM Link Distance (ft) 412 412 _ Upstreami (%) ' =77 V V . Queuing Penalty (veh) follige Bay Dist(ft) .'-• ' • , Storage Blk Time CYO Queuing Penalty Nework Summary IPiPa4-01.ag_2 Network wide Queuing Penalty, Interval #2: 2299 Network wide Queuing Penalty, All Intervals: 2342 _ . . . Highway 99W Run 5 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99\A/199W PM_ttpm.sy7 Page 13 Kittelson & Associates, Inc. 1940 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd., Interval #1 Directions Served L T T TR L T T TR L T R L MEC& IM - •r:-. 771,;8 -, till ; 9 '23" " 22 21 128 Average Queue (ft) 103 194 yy 200 106 82 151 161 1 170 52 90 41 107 1 y0f 7 . .4.+Fk 4. i t 1. `1ri,. 6° rra b ; G2 9 l ',#_4:mT �q 8 '."4:� Link Distance (ft) 274 b274 274 617 617 617 1381 's r ,49 ,sx I�T'le�°�OE . - .'�?4,�+°`4, •,'c 'Y '` _g.�.., --- — ice - Queuing Penalty (veh) 0 0 a Y ..732 , 25 0'5.:325 Storage Bllk Time (`)/0) 3 Q@ . Zfn L e -St riW �Gr_•h�F. .a k • � : �. • 'z: art ' A y` Intersection: 1: Highway 99W & Hall Blvd., Interval #1 Directions Served T R Maxi^.P. •b. ► . h: ;•.Usti gF 7? vi �s, Average Queue (ft) 59 3 ar? tt' '� �'m a<-o- itry - gag Link Distance (ft) 1354 Lireig BiM1wi?T ME A:Egfa.2n -l1 V MRXZ=yr n�o 4r���� _S;r-' ry1�s Queuing Penalty (veh) .ra ggy:\MIst— A*,=707)A,; S1 :¢: - a� ' �+a p� ' .ten &a S id.7% Storage Blk Time (%) lf.,a7,at--..�e_.:.va✓2�.ed��1�Iaey+._L4ihSa.N�d3�=f�ti.Sa��nK ei�'l:r,��� 'O?-. .G.Yr �...a.�JY��:� ���' =3e-• Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 TotallHighway 99W199W SAT_ttsa.sy7 Page 1 Kittelson &Associates, Inc. 1941 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd., Interval #2 j Directions Served L T T TR L T T TR L T R L ,v I F#' 3°a 6 v'1l `w'Na.i W..-3. '7QQ, ntL'�. a 'A Y . -::-!t -` ?:2:4-N LHr i ° i;',6 F t :. Average Queue (ft) 72 222 229 161 97 162 162 170 52 91 74 140 95f 7 r- 163 3 ` � S; ; b :. 'p 1, 74:,: -'•18 1 3 __ -� xrx Link Distance (ft) 274 274 274 617 617 617 r 1381 LPIRA p 8e Krn i-; .O ` R ZA f, j; ,:A3_ b _s a.} i a-. , - ftk r 'r,: Queuing Penalty(veh) _ 0 0 0 :17 ?2_ W30W —" :t - • 2 X25 Storage Blk Time (%) 6 _ _ �uetrin #'enalty_IY76-6/W _ 4y -� ;P _ - Intersection: 1: Highway 99W & Hall Blvd., Interval #2 Directions Served T R Average Queue (ft 60 13 Link Distance (ft) 1354 rlP rea:";B( M o, , q Queuing Penalty (veh) awn - ,.,5 �.. ... �_�-• - Y;[.. e Storage�Blk Time (%) _ ) Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W\99W SAT_ttsa.sy7 Page 2 Kittelson &Associates, Inc. 1942 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 1: Highway 99W & Hall Blvd., All Intervals Directions Served L T T TR L T T TR L T R L ff ��f� WA -W.�288 .�48 , 216,� .2 35 . 242. . 127 207 ., _174 Z� l Average Queue (ft) 80 215 222 147 _ 94 160 162 170 52 90 66 132 g gimme d g 3. 0 itt d mi .225 101 173 _137_ 17 Link Distance (ft) 274 274 274 617 617 617 1381 .„p5 re 131kfT e 9a—gall rir ,9' o'; 7-.—4 tea A }X ,_.. .:;1 .��L. _-: .� Rt 7 .M.,� dS?:.-'P. ".a'i� 7 t.�i L+3.is..s Queuing Penalty(veh) 0 0 0 41:81, 76"017. ....,af5 .a+e..u,.-. C i 44S n L ..KS 41 IS4 T:....,�w�.. Storage Blk Time (%) 6 T aeialc s ^ . r. v r - � x s t a r v .—�s Intersection: 1: Highway 99W & Hall Blvd., All Intervals Directions Served T R Average Queue (ft) 60 10 t-<< PM—PM—WMNFA---agrg‘IIIIIIIIIIIIMMIRMINERINONONINEn- Link Distance (ft) 1354 10-4.F TA` Wi a M:i .W__- - 7:;-11.11111111111111111.11111111111.111011.11.61111111111 Queuing Penalty(veh) .cretiONlikoAtffifillIW 200 Storage Blk Time (%) flu's ''i t-'WV-.17 7" - 7,- - - - Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #1 Directions Served T T R L T T «L R a, it u 'e i e fe 7 19 214-'' 40 11'8= -.270 26M gg r fit w1_ `~:_: 4 '.k Average Queue (ft) 99 128 9 75 184 187 210 531 225 g Qi'i r e ; -_ 190 243,; _._25. _1.36. — .304 299 8 . . ' 5 `22 Link Distance (ft) 617 617 617 412 412 838 .s eBIT me . �. . ` a Queuing Penalty (veh) _ 0 Storage B isl s- _ - - .,�-- F . o " . 20 X200'1._ Storage Blk Time (%) 8 34 �2 ZR. e'T 3T' 2 1" 4:i g -',-;,„,', ',''I'Ain:PMEWEIMISMEIgra Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W SAT_ttsa.sy7 Page 3 Kittelson &Associates, Inc. 1943 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 2: Highway 99W & 217 SB off/on-ramps, Interval #2 MMIIIIIIIMIMIIIMIIIIIIIIMMAIIIIIPIIIioirections sewed . T T R i_ T i 4 IIIIIIIIIIIIIIIIIIIIIIIII<L R ' , . Storage Blk Time (°/0) 19 43 1 Intersection: 2: Highway 99W & 217 SB 0fflO0-ramps, All Intervals ��' _ ,. Directions Served T T R L T T < <L R Average Queue (ft) 195 248 20 72 136 136 199 761 212 Link Distance (ft) 617 617 617 412 412 838 Storage Blk Time CY0) 16 41 1 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #1 , ` , ' � '� '� ` � ' Directions Served T T R T T T L R ( p.4§�126 24:3] r27 159 72C. Average Queue (ft) 157 184 06 123 148 104 172 107 z / . 24 o - 164 215R:237 182� 230 Link Di 166 156 302 802 802 390 (°/9) !. Queuing Penalty (veh) 41 78 Storage Blk Time (%) 9 0 5 (ve h)' '��� 4 Highway 99W Run 1 SimTraffic Report E:178y2-Tigand Retail Centeh20U8To1aKHighwayHyVV\8BVVSAT_8sn.oy7 Page 4 Kittelson & Associates, Inc. 1944 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 3: Highway 99W & 217 NB off-ramp, Interval #2 Directions Served T T R T T T L R Average Queue (ft) 168 137 57 62 84 X74 155 116 _ _ � i.W MiT�i-7 :,aW sylfw .aaYff :`a�E .'.i F7 trgA atati ... .riY. riii ...T_` Link Distance (ft) 156 156 902 902 902 390 lip a $ t�OISS :7ZS W.W , 00 . -,-��'r-a F � "'",1 3 Queuing Penalty(veh) 58 35 0 r � w"E. k 5.4 a"-''•4 ? S ` IINg 7 g l_ :;: .� . .a. it- . 5A- Storage Blk Time (%) 7 0 3 1 r.iltr nY {.., -. ,s a sx+f„i_v - a. ti rT"a `!Mo ,*_.'Fr lathe- G}r "Ali""Ts'_'..`.. .. Intersection: 3: Highway 99W & 217 NB off-ramp, All Intervals Directions Served T T R T T T L R I;az rat(lueue-(ft) _ . 212 212 138 ' 242,"4-227 '_2-tiaMt:'r '. 88 a . t-,„lt"'�gi7. `' :y- Average Queue (ft) 165 148 66 77 100 81 159 114 O Que 247 233' 154 161 198 ' 174 22,1 L.� „ :- a a, A( yl Link Distance (ft) 156 156 902 902 902 390 P rs MtBlk Time (%) , 5 4 0 ,_ , ,_ _ „,,,:, __ _:,:__ i=';_,,.;_:,-.:._ri::::grffatf:nlilingE Queuing Penalty (veh) 54 46 0 ..o :.. .0 f.:ft) 100A; - :� i� � •� s3 " Storage Blk Time (%) 7 �0 3 1 Queuing.Penaity (veh) .26, 1 .,_.:. - : .7 _.1 4. i t . '`. Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W SAT_ttsa.sy7 Page 5 Kittelson &Associates, Inc. 1945 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served L T T R L T T TR L L TR L lea e - _ -96 4g1 Average Queue (ft) 54 190 199 158 97 75 86 48 468 483 1017 92 95t Link Distance ft j� 902 902 844 844 844 1032 git �","ii1..b - .13:r'"f.F sf, iii -+� - :c+z r ..�g�+'* .ten ,r s aria ,�'��,�:-�=. ��' _ _ � ���,°}��` � ���,. � :,�. �. Queuing Penalty(veh) 0 Stb ge 3a °,g f. x'SO 30 6 Q 3 3 45(, SW 7,5 Storage BIk Time (%) 18 0 60 50 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #1 Directions Served TR yrq Average Queue (ft) 150 b ,. a fie. :; o dn fa7' _ .. `'b-,r ..nic,? - ,a a d arr�', A. z ,sr 6r. .... ..r::.m.�s.,.:?h..a. � .su..,.w :.3ewa....' .-...l=n.: - .. ...,`...t.c.4...-....� .:-. n - : +.1 ="� G...n il Link ff Distance (ft) 220 Queuing Penalty (veh) 0 Storage Blk Time (%) 24 rt Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 TotallHighway 99W199W SAT_ttsa.sy7 Page 6 Kittelson &Associates, Inc. 1946 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 4, Directions Served L T T R L T T TR L L TR L 7M 6 ,,;} 175 835 921 325 . 157 1 U 113) 96' • ... 0`."�: 'B. ,-, Q4 f28 Average Queue (ft) 72 224 219 193 74 54 57 34 467 484 1047 147 95th Queue, # ; 147 481 504 328 124 122'77.--: 118 tgr-478 '188 iol8, '.:224 Link Distance (ft) 902 902 844 844 844 1032 Upstream BlkTime(°7%1_ . -, _ ., s...„ , 0 ,,_..,_ __ , ... -1A au 35 1 Queuing Penalty (veh) 3 0 0 S 9: P,0 .91.1 , fig, -� 3A17-Y. _ 30t_l i ti !i K 4, �m 5 , :5 x .`` 75 Storage Blk Time (%) 23 2 1 0 0 59 57 0 1 Glum in "_ x`{ r, t`..� r� . .:.� ° '> ar Intersection: 4: Highway 99W & SW Dartmouth St, Interval #2 Directions Served TR Average Queue (ft) 148 S- ,,1.5,, _ 9 B �4� 341�E25,8,o ltr.; w 3 sfi ,F 1% < Y.H -•' - :''F: Link Distance (ft) 220 Queuing Penalty (veh) 0 8.10 r�aa� E..ai sf le M $a;;Nw a r' ?-. �Cfi«sv4 0�'; � ?e=� a k3 3lA�` Storage Blk Time (%) 7 QUeuln [alM-Vet.)�ttfgp€l +i'�iii a air r' ` iii4 .r ii. In ` Si'.' __* =i a`"aau n'in • Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W SAT_ttsa.sy7 Page 7 Kittelson &Associates, Inc. 1947 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served L i l R L T T TR L L TR L �ximum Queue (ft) 175 835: ' 921'- 325 1:57 :.1`33 33 {*�01 476, 486 1;D41 e %228 Average Queue (ft) 68 216 214 184 80 59 64 37 468 483 1039 134 95th Queue (ft) 136 445 467 314 130 :12-$5f 25 ,__.994 ,;_478 . .488 X1:09 2 Link Distance (ft) 902 902 844 844 844 1032 U stream Blk Time (%) P ( ) Queuing Penalty (veh) 2 0 0 Storage'day Dist(ft) 150 300.: Storage Blk Time (%) 22 1 1 0 0 59 55 0 1 Queuing Penalty (veh). 11 . . 10 3. ' 1 0 ,t' .' —_ f '1«77. _'16• ;_ 5 Intersection: 4: Highway 99W & SW Dartmouth St, All Intervals Directions Served TR Maxim m uetie(ft) _......_._. .. .. .:' Ms i.:Ji� � .,al:r2E"l.h c4 zf�. �l..m. .s:�.'t _'. �,#.. -^;`f-z'a,...t^'_..R .v>r*•_'�w'sr.5, ".'�.`�`"�T� t. . Average Queue (ft) 148 95t21 QuT _.... 24f E.. Link Distance (ft) 220 tream Blk°Time .. ., ._ n.''._'-Y'.Li• +. ..a{ ksYi'. i+.. .. - T.L.u5�vd.Vw.Y Lx✓�3' Queuing Penalty (veh) 0 0,Page BaY..Dlst(ttR s.1 SWk, ifi' i k .5-o-` . . E*-,, t.'3 y Ex a "i`a'- £ iS R-se Storage Blk Time (%) 11 �! uA �H Queuing-Pena ty (veh): 17 -.S,�� ��7 �.�` �.�.� i . ,� _ Intersection: 5: Highway 99W & Theater, Interval #1 Directions Served T TR T T T L L R LTR a 'Queue(0) 79 151 111 94 116 3T 22 ; r 9 Average Queue (ft) 42 118 72 80 76 14 16 5 108 g5tf�Queue (ft) 84 177 126 103 133 30 ,,,;39 11 172 . EJ Y' . Link Distance (ft) 844 844 602 602 602 298 124 P:stream BI-�ifjme % _ , �. x.78 j # ` a. l?--.. +e..un.�d.�Ya o.a.-::<,_�:..)... � ��,U.:ASAIW�. �us ;, �tut4:_• . ,z v.3: L_�l'� Queuing Penalty (veh) 0 Storage Bay Dist (ft) . ' : r Storage Blk Time (%) �+-:.. ,T_, Queuing Penalty (veh) Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 TotallHighway 99W199W SAT_ttsa.sy7 Page 8 Kittelson & Associates, Inc. 1948 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 5: Highway 99W & Theater, Interval #2 Directions Served T TR T T T L L Rw LT �� �- +�'�e:r �. - e� �F In Ma,"'�fx; nt.16C .i0 a. 8, ;:.162 280 173 174 162 30 � `gg6t` 3`'' ' Average Queue (ft) 65 126 60 59 a .s t ue 144 238 129 145 134 Link Distance (ft) 844 844 602 602 602 298 124 ' Kraktrea Queuing Penalty (veh) 0 crag- Storage BIk Time (%) QbeL11�f PBi1a�l v076W s�~`_ its rte* - .t� 5+.'as =x r s- ; Intersection: 5: Highway 99W & Theater, All Intervals Directions Served T TR T T T L L R LTR a ',0i144 is i62 280 173 ` 174 16237 3 � ` Average Queue (ft) 60 124 63 64 62 11 9 3 118 9 " •eu e.i 2--, 133 226 130 141 135 0 "2. a"`�; Link Distance (ft) 844 844 602 602 602 2 8 124 Queuing Penalty (veh) 0 Storage BIk Time (%) :,ueumg=Penalty;?ve Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center12008 Total\Highway 99W199W SAT_ttsa.sy7 Page 9 Kittelson &Associates, Inc. 1949 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served < L L R L T R L TR L R _R 3 .:125 " 257°'` 250 .,... "X �. eUe (ft) 8��,-_ 3$':.. 1227.,5;_::25 .143 � .'151 . .v �__ Average Queue (ft) 57 74 63 7 96 81 60 105 169 249 832 685 Queue (ft) -'` 87 13;b:- 120 24 7:'146 _. 199: 134 768 :" 306 251 " 115 821: Link Distance (ft) 602 602 602 803 242 1 196 1196 UaS � 'r 'B(I�Time (%) .- -• - 5:MIIIIIIIRM Queuing Penalty (veh) _ 0 S o1 Bad Dist(ft) 300. . 1067-7‘ 125 . .100 '7'�v • 225;:, Storage Blk Time (%) 25 1 3 30 25 79 4 6 75 - 37..: 358 Queuing Penalty (veh) _ .,-.. ;_ 115 ,_ Intersection: 6: Highway 99W & SW 72nd Ave, Interval #1 Directions Served R> um'Queue (ft) 7 ?, ` -- Average Queue (ft) 440 r 1 u « 844 . . - ��Liipn1k Distance (ft) 1196 Queuing Penalty (veh) , .:M':a. �ida+��w 4M�ww4,4 -, k:,4a :wa ny 1 cat.a �. icSFI gglIAS:ila�b J �fet E . Storage Blk Time (%) Q.S g ..matt (veh !' .' �'cn`µ-•, _ ff . ctitrg..ya A,.7{.1i. a '.Y'?.;:' y k5`_lle_*,5,,Tit:F.. ab Y �fi 1 Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W\99W SAT_ttsa.sy7 Page 10 Kittelson &Associates, Inc. 1950 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served < L L R L T R L TR L R R 257 250 12 : Average Queue (ft) 74 45 47 16 50 99 104 102 230 249 1209 875 9-63 Qr�6u '. .: 138;1 D 7,W19% .`� _'f 32 25 3,, ,.21 =1 2 Link Distance (ft) 602 602 602 803 242 .. 11_�96 119 6 w /U 4tE" tiaiv z,wi x ,m -'z,;, Queuing Penalty(veh) 0 0 0 a 300 160‘ 125 '.100 225.71 ��YA' ,i t, Storage BIk Time (%) ► ," 5 3 5 39 42 84 gttatik4 akLI s A4 e. _ Intersection: 6: Highway 99W & SW 72nd Ave, Interval #2 Directions Served R> ax: alit a 120 Average Queue (ft) 389 ��{��' Ll•, Pg"se4 t(�-e7`!4..vq; _��:i k ..r. a f w' - -. _ . Link Distance (ft) 1196 Queuing Penalty (veh) 0 Storage Blk Time (%) Queuin enal yi =Ve --- _ ` A Highway 99W Run 1 SimTraffic Report E:17692-Tigard Retail Center\2008 Total\Highway 99W199W SAT_ttsa.sy7 Page 11 Kittelson &Associates, Inc. 1951 Queuing and Blocking Report Saturday Midday Peak Hour 2008 Total Traffic Conditions 6/4/2007 Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served < L L R L T R L TR L R R . . .. _.126 257 250 12 " 211 �ax{mum Queue (ft) 192 138 122 ` 48 � 143 357 151 Average Queue (ft) 70 52 51 14 61 95 93 103 215 249 1118 _829 9e (ft) 129 111 : 101 38 128 245 164 159 327 252 142 1362 Link Distance (ft) 602 602 602 803 242 1196 1196 tlsfreani Blk Time (%) ffA1.t'`t � � - ' 42 44 Queuing Penalty (veh) 0 0 0 Storaeray Dist (ft) 300 100 ' ' 25 1-DO 1x ' 225 sa�...:� � y Storage Bik Time ((Y.) 10 3 5 37 38 83 Queuing Penalty (veh). 45 i tiFf.4.9 87 52 ,, 350:. . Intersection: 6: Highway 99W & SW 72nd Ave, All Intervals Directions Served R> MVlaximurri Queue-(ft) 1203'' = ` > y' Average Queue (ft) 401 95th Queue,(ft) 923 - - c -_. tom: Link Distance (ft) 1196 cr t€e kKi6g 6 ,t. Qj, %-7-,.----%,:.-.: Queuing Penalty (veh) 0 `„ 4 LL Storage Blk Time (%) Queuing Penalt Y'Feh � R , 'sF- ^�'..- -� ,,P �E�� 3; r _?��S ���^�J, YiL r�s ic�� S hr. Intersection: 13: Highway 99W & , Interval #1 Directions Served T T `ii5T 1tn CQueue (ft) .a-.ino,267< .v 5 a� 23 Q r;..-i "� . _ fta 7=�fa @. .'q". E 7-, i.,- : 9 :..,i' ~ , . .:.r Average Queue (ft) 78 168 J5 ?e T e.(ft) 244'- 461: l„u 1 .1:>. rd,n .•z-:.-;�:—r: r' „s:.1_. 5r 4 _':.3_F-'1"ih"+•s ie Link Distance (ft) 412 412 U p.streanr : BjkxTim e ( )-:.. ._,.a.,t..a.. t a. �4 .c 5 F �w d: s�r,tF Sr_a�aci kv . g r gg < Queuing Penalty (veh) 4 Storage Bay Dist:(ft) i r �;� _ ` � . : . Storage Blk Time (%) Queuing penalty Nib) .:. C� ^ •.c... ,.it,' $= r `c� r..:_r.,wx r!"• s ` x t��r-�-. n�y r T Highway 99W Run 1 SimTraffic Report E:\7692-Tigard Retail Center\2008 Total\Highway 99W199W SAT_ttsa.sy7 Page 12 , Kittelson & Associates, Inc. 1952