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Home My WebLink AboutAlquist Development Groundwater Investigation (2) (jroundw.attJ: IQYestigation 'l\'Jeridlan ~a~way Oqmmercial S,ubdi\rision M'ttidi~n, rdah~p Pr~ect~.~7B-GJ469 Prepared for= AhlquistDevelopmeni, li1c~ ~ r ~ l~uml' 1;, 2!QQ;r' , ,fr,plred fQt' 4hlquist Qeveropment, Inc. )253:;W~Wc~s!tire et. Eaglo, Ida'ho 83616 I" Attention: 1. Thomas 41fiquist- M.a. Gr(j~n4wftd-Investig~a4otl .' l\feris)i;in G8t~~,y Commerciill Su1)di"lsjoJ' ~riaianj Idaho ,.. ij Pr~eare<! &y. Amerrcan GeotKhnics A,meriClln GMt!&hnics 51to ~hihdtPli' Blvd. . Boj8Jj' ID 837~4. . t218>'tir87011. ~30& N YillUD~t~ H~~u1ft 103 . IdAlJo Flli.II!D 8~1 . t-)1,523..,Ox 4 .;t.q. 3.0 4.0 Meridian G!lt\Way Comm~rc.ial Subdivision Meridian, fdafio ~ Project ~o. ~B-G 1469 .\Ilnuaiji 15, 2007,,, P~H-' TABLE OF CONTEN"tS ~ p ~~ . PAGE 1.0 INTRgDYe'fIPl! 1 4011 ", 1.1 Puil9s!Il'lrttl StoJ'r of Wtltk"~,,,,,,,,~,::',,,,",,,,"""'A~'"'''''_'''''''''''''''''''''''''''''''.......1 1 2 n. ~ L-. . -. '.:' - ;=~r ;;jo, ., ~~ ~-~. ..- ~ ;~~ -~ ~ :;." =-= ~; II" "II 1 t x;.:roJect.,~cnptIon.................... .1....................:. .~......;:.... .-:.. ...1/..... ~'.I.. .,":... ..to............ ,"' , II 1.3 References ............ ......................... ............ ................ ........................ . JIll.... ............ ....~ 1 A Irli~nt~formitidn Regarding this RepQd..._..............................:.....:;............. ....~ MMHODS OF STUDY 4 2;-1 "'(kneral Reconnaissance ...... ................. ....~... ....... ............~:;. d.. ..................... ........... ...4 2.~ fi~ld Exploqjltip~......... ....... 'v." ',t..... ..... ......~. ...~...,!... ..... ..... ..... ........ ..........................4 INTERP8,ETA"TION 5 Lit, ~ , " '. .~ . .- E' .. 3.1 ology ..?............. ........... ....... .................. ....~..^........ ..h.............'1':....... ../'.'...:............5 ~ (.: '" 3.1. Subsurfacl Profile..... ....... ................ ............................. .....4.................... ................5 ),,3' Qrtn.WH~~f ... ...:te. .1............ Ill" !<'O:O.......::: .................................................................... 6 'x"", a<..< CLOSURE W 4.1. tini'itations ....... ........ ....... ......... ..I.. ........ ."t.. ..'i'..... :.&.~..... ....... ............. '''1'' ..~~ .;;...',i............~ 4.~ Review of PJan~d ~necificaiions...... ....... .......................................... ......~...~.....9 ~I or- AP.PENDICES A B c r.; 1icini~Ma'p BoriTtg LQCation :'iap ~tI Photot ' ,,Loa of .Exploration lri1portWn~Infonnation Ab!>ut y':.8uf Geotechni~atEtigi~erins Rel!>rt Application for Authorization to Use by OfPJer PartiefJ -.~otfllih~'i;:;; E~~_ Environ~l~ T_,~~. ~illfil in Idiliho. ~n. W8Ibqton, ~ada, Utlil, Wyamin,9.MontaNI ~ I.t._ ~nGaotWlnica-iCOM ~riaianliarewG' C;;OO1me;;ial Subdivisj~n M~ridian, Idaho IIV Proje~ NQ/07B-G 1 ~69 JanlW)' 15,:m0l Age') '. 1.0 INTRODU€1:JON- 1.1 p.p.uP St1pe_pf Wqrk \-t _ ~ 11ris-report"re~nt~tT1e resulW,of eur'abb~iate~soil i8et\tificatiOJ:1land C'oundwater depth jnv~stigaV,on perform,pd fQt the.vqJ1>std: Merjdi~ .Hfi'teway Cqw~r~ial SulxUvisign In ~e1i~ian, 1&h~Ii:~e p.r~9~'psed b~~d~ng slttJs.IRcated sou~t dfth:i~~"''''ion ~!~~e Road and Franklin R~ in lIeridian, ldaho.1Jle"siie is loc:ated ib file NW ~lOffhtJINW~~ Section f6, To.wnsli1p 3N, ltange, 1 E, Boise Meridi~ Ada County k A ..icini~~map showing the ~t~; locatiQ~ is i~~~~as ~~M.e f iI\,j.J>pelJd~.6.. in gemeMl, & purposes..of~his invest.tron were toaetermine tlfu subsurface svilsllJld10 pro~de estimJe se~onargrolW1d~ater hislt..elating to the Rro~sec1 building structures, , . papme-UtJ. ~~ ~IJ'Pa1 sit~ pr,~~ii. 'TIelli~~sti4iPl!li~liTtied s~uP~ ~o~t!A~" rep~senmtive ~itsamplini,.and I;lreparation or'lhis r~rt. fllis ~rttWas.prepared sofelY for pennittYJ8;t.gurpp~,ei, anq~OS$ not addpess ~ ge.QteEh1).icaI9oil strength, SJ.>ilgefoqQiltigp..or '6i~iro.&~tarfss~. ~ '~1 II _ The ~rki.JCrforn1e'(tfo.tQis r~rt~!s authorizd by Tornl AhlqHist of Ahlq~ist ~velopment~ - . ~d 'iiIs.P~d4~ed in'~Co;tanc~wJt1}. ~r q.niiftal~ite~j~~~&~ion pr<Wul ~~ JarlU~:;:5, ';':!<xl? ... 1.2 Pr~tc~~ription ~ ~ ~ - Based-on informatlbri.'provid6d.to~rican Geo~ftnics ~ Ahlqui~...Development1 hX:, we "understMd before,~'desi~ can ~gin. jJoundwater infol11lation.is needed for the' ~ro~I1Y... CurrentJy, tl1F Il"QPosed constructiWl ~ inJb.e prelill1inary d~ig.n stlWC,J>.l,lt is to in~ud.~ ';td~vel~j>meAt ~r~n ~isting reSidetltt'al~u~lyisi'o\1 int~ a co~ercial subdiviSi": We undelstadi HIe site- will be~raa.t ~ most';~the existing features wili ~ tlimina~a. We also UQ6iers~ the open~iitch ~rtion~ottra SniderJ5ateraI ,traversinQ;;the sit~~~ll be reJ>la~.ed Qy a., HWed pi.. ft,plan vilw of.tli~i\EJs shOrwn gn ,i.gwe~~r1 Appendix A. ~merio.n Geotechnics. ~ri~ian mtt,.W Commercial 9'ubtiivision M~riditpl, Idaho Project No. 07B-G t 469 Januar")l15~ 200'1 P8!e 2 '.. At the tirrle~fthis investigatioQ, tJ.proposed site con.st~ ofresi<tenti~l homes,fl1lll pasture.~ The:topogra~h~~~as gen~rallY.'fla.t ~th aIJ o.yera'~lope 19 theJ1orth~e"st. The swface ot;th.s: sitb- was cover..~ ~th ~sy Vf.ietationt! 1.3 Refer.en~e!t: '(bte f~l1OFing infomation ~~ prOOli4fi tg" ~~eq,o~~ GeotecIf~!cS" an.~ se~es as t~ 6asts of 0& urlIersWtdinf~f' tPeepr6je~t a!ld otlr scopt. . -sTto Pllin'ptovideq by Ahlqu~tp~eloI)plellt viEt 6-rmul ~.JiY!uart 4,2001. . ~ol1~ Rus~ A. S~il '~~rve.Y of A<!a ~i;unty area ldiho. NiitiO!larcooperatrv~sdil. Surv~. Wa~ngton. May 1980" . .J~ho~~a~ent of;; \;!a~~Rtp~~ (lp\yRJ';On-kIie GroH:P~wat!r LeVel I{.at:a-Base. Ww !it!lll:it~~httQ:II\WVlIWtl.idwr.ijilftho"o'lllr1ydro 1000ic/mf°/obswell t'~ge.acceSied on J!nual)/9,. ~d07. ., . Jdaho~~nt of W.te...lt"esourcGs.(JJJ~) Well Info~adon ~~httfi ~nt.ary R.e~<jt foflo~sJa.i~,~s>~, Ra~gi ~ ~,.Stction 12..v;eh site loeatea at htt~:llwww.id\VT~idaho.IJ.3f.swen/~[.hwc.asp. P~ccesged on January 9"~ 2007. 1.4 lmpodant IDlo.rm..1\o..~ar!lina.tIljI.Ik"'rt ~Pen~c:J ~'5'fiW~ fmra:>rtah\ infofmation re\;lting"tO'the rJ)le o1:~merican Gqpt.chnic~on th~ 1;rojett~..tht:appropri~te.fJse~f"his r;port~ This"rtIpO~ . JnteMed tbtlroy,il. 8!ninn'soil ty~~nd~our1dW&ter e1e~ation informatitm to project desi~s~ A.&titibnal and mor;.:accurate inl'onnation may..be Q.btained 4pring ~ 8*CJtechnlcal investiP1ion.JljfoJrnatiop ga\l1~r~.durihk ~t~liW~liq~~~ti~ till coWP,!i~~t aria ~y"'sHpe~ede this repofl;.,,:;rbiS'!\port may-be provided to the contractor as referenc!'1nfoimation, But iilnot'intendetl to 1ile. stlbstitute for proper\r piepar~ geotechnical in~fgation~d ~rt, .col!.tl'ict dr~winas.;an~ iPicific7ations. ;fl,!ll~~ G~oJ~Jmi~ ~1.fst~ " 'Ii. L.o AmerIcan Qllpt~hn~ M~ridia'h ~te~x Co't'nmercial Subdivision lfv!eriQWn. fdalJ:o Pro~cfNo. O'7B-G 1469 J agutiy.l'S:'~lv:l" PaselD .,-- ~h~pporwnit)l to reVlF~''finai dra\lfi~ and s~c!tificatidns for comparison with our understanding ofJhe site conditions and project",geotechnical' requiremenm. II '" ;'l !"J <Ii .., .. ". American GiIOtechnidl' "Meridlan Gatoway toif'lmc!fclil ~u)division ~J\jtridian, Idaho Project No. O'lB-G 1.69 Janull)' 1.5. 20~7 Pa~ " ~.o ~E'1IIOVS QIh&.Tu:ny tI\ - 2.1 Gin.ral Reeon..issMlce Qpt;.;.nclugig aqi~ p~?t8grap~ 8f.d jsite 1?lan p;Qyided ~~lAhhlui.st ~~op'~ent "'f1S ~', review~ ~\!~ startlftglfhe field pr6gram.~,Tiic site wil visited to nTarI{'tlfe ffetg .xp~r~tiqn ,1ocatJ.ons,.poordinate ri\ utilities ck.ance, ana" assess site.acce$s. Soil g~e'Y of Ada Cotmtr,irea, Idaho (Colla ~980) rep&rur.fue !it~soiIs ate'aii~ ~ilt Loam: an~ Jindahax.I'ine Sandy1..oam. .J .......... 9.ther.in~~rmatAMl reviilf;wtf9 in.lu~~,Idatto ~~rq(."'~fR~c&,rc~~tJD\VR) Wel1lPg~ for wells ne~ ibe site ~d ~If)~.Gn5'ulTd Water L,evrel Datab~e. ((,~ :li 2& Fi,ld E:v.lIQl1tt,~~ Tl\e",ubsurface ~Ql' conditions \\oeree~ploi'ed'b~.drillin8 OIl.t\~st ft,ritrg on JlInumjl O. 200J, . - ,^jth'!n tJl. propose<ll:sife to"A dew1h,pf20.5 feef~]o.w i~ existlna site grade. ff1ra~proximate IOlliti04~of.tiie,Jeii b=er;irf18 ~.~~n q.D:ligUJ'e4jn 4pJlifi<Wc V-log ofth.:sUP~fac~ condition~ aI :en<!buntered in the,mt ""finili wa'S rtcorded at the time of th~ treld work by l-, .~erican G~otechnics, 8.11d i! ~tnt\!d on the l~ of'e,!ploration containe~in~ppendix B. ~Jhe soilS-,Me''cli$~1.4SrM IJtfl~~- GlaS,Jffiqi7ion of Soils for ~~ginejrin~fur~Q6e~,'~s a .iuide! 'rgle..drillingiwts ac.rompYshed~itl;Amer-ican G;<I~clu}ics' trailer mountet1zPriU.rig u~i'~, hollow1tem.~ eq~ip1ni!ht. A 1.5" P'V.cpipl w)sinstalIed rh the' ~ring !~U future.verifJ~a.aon of the' p~e or absence "of .groundwater, if desir.cr. :0: -American ~chn~ ~eridian Gateway. Commercia~J:)division ~} Mefidi~~) Idi'.lq, ero~t:No.,.QJB-G.1469. Jan~ l~, 1J)07 pf~ 5- 3.0 l'1IEamETATION JJ ~~d Sol1 survey of AtlacCounty area, ICiah~ (.Coflet "I <f8b~r~pbrttthe site soils -are Elijlh ~t Lf'.te.m ~ Tind~y Fine Slmd,.Loam 1t{~ch can ~f,pund..g-t!\:11l~ il\.the uPP.'l"-6.~teetl offhe s.ub~uif!#Pi::om~. r4~s:e Sbll~ fcm!d !qJoes~o; sirty~Jl,,'i~ fh!l~opl!9.Ffiaifi by ~lx<a:I alluvium in tlf!;:irainaae\vay ~fthe alluvial tCrBes s6uth of the Boile Ri\r~r. toIlet ~II'rts the$e' . - soils are c'Raracferized ai beinj moderatd'y-&ep to deep and same~at poorly drained to weIr rl""';~lr . l"'do A l--t ,~~l. 1pay Inp "* ~<~fl!ItP~n. :Sase~ on th, USQs.-7.S-minute;:~uadrangl. map for thlJ.-,$it~ the surta'ce elevation for tm: site is ;ppr(jximately"'~iween 26'50 and 26~0 feet above me'an sea level. ~,~ . :",'1. ....'11 ~ . ..~ ~'I I ~ ~ Iii 3.2", Submrlace Profi~ ~<!ge'netali~ ~qrt'~e profile.~~ d;;V.I~pedJoI this projecH<tpro.yi~ ~~si~fqr discussion of son c&iiditicrl,!S f~~ ili~J>ro~e~ fac~e~i Ihisp~ofile is bas~d.O[tthe field t~cLat'~9,. eXploration tbsti~ program...conducted bytAmcwiOlIl Geotechnics. Silt"~ ~ilt WlJ!l.~C\'t~k) eiWQun~~ frwn tile ej;istinur<Wl;surf~e tOI1 aboub3-.5 ~,belo.... gro'L1nd.~lJ(f~ inIIl!iturt ~e. EnC:'<luHtetea stroDll~ . - ~ ; cemeniean.ardpan If'om ~ut't~~ fuet to atKlut l.5 feet below. un" swiace. Poo,ly Gr8ded:Sand-.yith Qravel and Cobbl,s ~P) encountlred,from about'l3.5 fe~ .r19~p~.,!!ifac~~ ~ Qf It>!e, d~se ~o v~ry slrn~.J:tlcopnter~9. c~bles to.abd'ut"8 inc~s'piiimeter..in this layer. *~Ie the logs..ofexploratiorf{Appendix'B) ~_tailed subsurface"information. ~ - ~ I . II . ~iC4llln GeotKhni~ Me~dian (lit,way ComllJ.ercia~Su~iyj~qn Ml!ridiiin Idaho Ptojea; ti~. '07I3-P 1469 January' S, 2~1 P~6 3] GroBndw.ter gr(:nm~~,tt! w,s,~ !?b~~ed wiOOR a deJ?th of20,Heet telow wound surface at the.time ofn o~"leld invest~tion. The location ojtheviest.oori~as sefecte~ ~c~use it aPLMr.ll!el~ bf ".'among th.~ 10~~1evations a' the~i{e. This invc:stiaatibn waS p'erfofb1e~ :fite~ the ibi~tion I ~ ~ . se~ ~cb.~ Argi~ 15 1.0 O~... 1 ratid..a~41Jiinl wHieh time th~ pundwate't ~s ~ical\y at.its;; s~~hi~ Hist6rica1~:data~bli~b~"the"'Idaho,~en. opWatei"Re~urc,s.was relli.wed to cstbate.-groundwaftr 4'USJuatio.p and ~Al.I BjN1. 1~ . ~ OliO Well-r>riller's reg6~ (II~!R.sufndJ.ary Report) were l1IIviewed. For.available well logs within ~ '.' - . .. =, '-"} . . ""'" . mile t)f;tht'"sit~tJi agpears tliat~the groundwatcr"Jn ~ northwe~ qu~er Q,f tPe ~~l\wesL q!1arfer of)ection 'lijs tyP.~~alJ.y deme1 ~an 3Q f~!J.b<sJ.ow gr~d sl!r~ e~~t in ar~as near Snider.. LateFalIC~ tr~'1~Wslng thru tffeihiddle"Of ~ site. It arS(JI~pe~ thai seasonal:1ti~ aroundwater,in thFsurroundi~_qUlilrter s.ctions, including areas swrqul1.Qitllg Sn!dePtft~1 tan&1 are,typicall)' deeper thanf;l'~t beI2t.g~~ci sw~l!el' A M'4~fP! ff ~ll i!l t!fe Iibrthe~t quart.:91Wlno~t ~ <:ff.s~,rdb 17 ipdieates a !tatic "at. level oTIIf 7 ~t!\ qelQ~, ~~qsl!!l! Ifas~looser-..atibns mad~cfuring.9Ufoinvesti$~i~fr.opt 'h~lopiaa, ~ w ~undfSurface, fhe :groundwater;; is m9~llik~lx.d;-ep~1 th~ 17 . ~ltJW ~~uQd-~~cl!. Th~refor"h~~w~ltlO~~~fe" not c~ffiCleftd t9 retTel.....he ~Jonal h~h g~unawater el~vation 'H~cli~ i.Ois1:report=fdr the P.fbject-siti. ts ~ .:The Gr~)Und~ater ~}'tl DIIg~ ~DWltlt>9-kine Q,ataJ)Qsel\vas revievxed fof ~UIldwater= l~~J q~uF.J'l} an~~ak~oundwat~ ni~hs 18r ~lgtT>3N't(1h 115t~m~d ()~.N~.1 E.... 7~C1\ 1, wnichlW'e the tHree welll.JleQl'est tht'JIsite.~AdIl foroth.se~lls ~PJc{ic\.~~t!_JUI\.,VZO~ Ji.ine 21ro6 tad~cate-fhe ~~''irpun~w.!r~~~ation ~g~ M'i~en 2hl 'Of~~ 40AJ'eet beI~w gr9~ sY!fil.c~It ~ould.b.C'rwtM'\Wa~ these rrleasurements we. taien at wel~' a lialf mile Oi mo~ dimnee from.-tfte silt. Soil survey df71~unty;~a, Idaho (Coll~) 980), d~ot it!tiicate <lIJ.y water close to 'fire itourtl1 swfa6e for tBIJJ Elijah Silt koam md'i'Tindahay FJn. 'Sandy Loam soils aWle Sj.t.. ~b'i1 "roptrt1e~socillt~ withiElijah S11t Loam !nd ~~chmay Fine Sandy Lc{8.ni st)i1~ /rsypi~allY !onned in.,mixesl Qwi1age;;wa~s;Ji~~~vcl, t~'~I\l1 <\rdin~e ~~1"8ppe~ to'1* Smalr Lateral. . Al'1II!eriMn Geotechnic. J\6e~i~\}~dy Comm~ciaI S'uliiivision Mericftan. I~aho Project No. O'lBJG 1469"" ;.01 Janua~ 1 %2007 ~7 ;0 ThUs, irotmdwate'f fe'{,~]s"lnay:, fluctuate ~~on311y ~ri;response!o precipitation--,- land use. . ~ :I!li.1 ' ilTiiatioll.and other factors including geograehic location. Monitorini of grounp'};ater fluctuation. ==-:-...: -'"~ :"";: w~J'ona::the sc.olW o:t1his in'le~ti~~Jwn~a~e~ ~n Qut; i~ve~ti'g~ti~n ~d tlJ:'av~'la~t;-dat~, i~4s ~to~~~Ih!ti[( ~al tkh itt\ntd"a~f C1C'labtlh lhax'be"appr61dmatelf 3'0 reet Mlow ~xi~tinf.gtound surr~e~ Wi~iq the site Tk~ tht ~,L1ider ~~~r~l ~nlined O~ri'" ditch th~t most Itktiy'~ontribu~s iI).fiJq\~d water iijto,.the subsurfac~soil!llanfi rri'a~ cause some perchecrwate.~able conditions near the cana1..,o~jnto the iroundwater syst~m'!lo:':When !Jle oP'fl giich is f<!t),laced ~t~~a conJin~ous pipe. idfiltndiq,n of~e~rlhl p.:is~tio# wat~ 'YiU ~ eliri'ii!!~ed.'"'th~. it i~ ~ C1piqion tMtbyo cont!ining w,~rs ofith~~njder Lateral ir;a ~~ thQ.8foundwater condifions at the site are ~ n ' ~uitable for construct1'll\buildings havini M}Je:.storey bastmlentS;8J19 elevato'ishafts. We al~o 1?,e1ie~e ~C<lnstruction.p'subs~rfa<;~ inpl~atio.{l!a~iliti<;;.~ wil~h!tea"si1?!e. ~ ~ Am.iean <Wbtechnice, ~, ~r~~ ONte\ya~. C6~udlrgial Su6di.,isjdli ~eridia~, I~h~ Pro~t ~o. OOB-G 10469 January 1~ 20~7 Pap 8 .' 4~O (;LO~UJb: - - - - . 4.1 IJ.nitations Re~lIdati~ c~nt!d in il:P~~...r are Wd 9I\lQUf fiel~. \l(prQratfens and review of readily avhiiab1e literawr~. Th~'stu<h' '\vp tlerj>rrv~~ing ~tuf4l1illt~ ~ ~o~ gr.:, worl. I~s,pur ol?iniorMhai.thi~ study. was a cosf.4:if~ivC!!l'inethod 'to d8'diment.fue site ~oilsllmd SI~~l ~oqpd~atcr..t~.y,ti~m conditions. KoIr tletaUed, fpcuied, anQIor tJ:torough wes'~!Jitions c~ ~'condUbted: Fttnlle"r'st\6die', will tend ta. i~r~ level of JsU'tance; libw€yef. ~u!h .. 't. ~ . '-I .'.~~ ~~ . effort~ilLrestiit irflincreased costs. If the ~fiC1fwiSbes to ~duce the l!ncertainti.. 'illyond the lev~l ~&J~tFd.. w.ith 'thi~ ~~r.P Alper~cap. o.>tlcbnl~'should 5qc;mt~ted for ~dinonill coflSilltaliorl. '" ifi ThetS2il~ aatJ. us~in 'th~. preparation.of thiil report wire q.btained.fWrnA.c field -.exprorafions ~ fof tJ:ii~ i",~sJig~(,lli~,~t is"g\$igl(tJlaty~tidh~ 11\ ~J,s e*isl ~e~n the ~ints t'Splortd?1 TlJe rmture-atfd extent,of solI variations nfciY.not I*'h'idlnt qfitU- co~miJ1>>~~ur~~ If any soil conditi"ons a~.cncountered ~ this !it~ thllt differ fro~tho..describedln thrs-~~rt, our '" firm sho~~a ~ ivuneqia"t$ly.wtilied so tha\lwe q1ay m~~1:1nY QeceS}ary.,revis,ions to our I'Irecohtnfendaiionsl,l!t aiditid'n. iftft'e s~~I"'\bfth~ prdP&sed IIoj~t; I<xatiQns of StrUct~, 'or r. _~.,. t~ .,.. ~ .... II~ . II drait1li~an<Nrr'ifWltion conditions change trom the de.ription liven-in this rlpor; our .firm"' sHould ~ ndtifi~. '" ~ ~t;:obscrva.ons ma'ds'irf.this Itport ate' based on--~.~as~umption thaf'an a~uate g~technical . r P~Qi1jUll inc.l,udft1~ testin" observation, and en8inewing. consultation will be made prior fb and tlupnaon~tPuction C> ~rify c~nrpliH~.C"\\Iith.t!i~ r~!1 flJ1djngs;xprepai'e !ldeqpal-e ~t~chniClll . ~.. ,,- " 'r fl6laexplorationt lal:l>ratory testing', engineering aIIalyses, reeofumedCitio~, @11~ r~rting,; ancl identiry.~~ro~are construction conditions. l2te obse~tion and.testi~~{~uesurraa'soiIs ~n~if1c to buildJtrg ~.onditiQ~R cp1iciP~ \\lith r~arp. tp th~cop.cIusiop.~an4.J~npnwldafipn~ pto~d.dJn this repom tFmd lldequat~ giOtechniQ!I':in,yestigatia>n ~ repoq."irfnot perfo1p1ed prior to construction~ then lb. Client agrees to assume ~mericMl'ireotechnics' respomibility for ~y J1>ten~alclaim~that ~1' arise queing q.r:4fter.~on'structron. ~ GaollchrtlcSl '" '" M.ri~iih Gffew~"Commcic~ -Subdi~i~fon Meridi., Id~o ,', Proj:tct.'N~: 07B..o 1469 . JanullTY 1% 2007 P+J9 The report h~ been }5t~ared for spictfit !J>ll,lit!ation'lb tl\i~ proj eet in accpJQa'hqg. with th~ generally accepted stanllards ofP.factic, at ~~ time the ~po'rt was writtert. No warr~ty, expIes . ~.iJnp~, ~s!tp.ad.f' This re~rt.ma~ u~e'd oni~by the:~en.and f&)h! ~ stirqi, ~thij! a t.el~lliRJ~tirlie frOmjtSi i~ance.L~ usensite conditio"nsY\ooth on..!Ild 6ft-site l'oflotfter facto~'flfclmiint '~~"lfces 1llt1F~~ UJl5Ietstan9infl!,~p?li09 sei~Qfe mal chang. o'V~,.time and could materially'. "'affect our fmdihis. Thlref0fC8 this rep6rt ~oul~,not~~lie41lgon,,~~er 2....m0'il~fr9.Vl~; iSiue...Ame~~ Ga>ttchnics ahould knot'fieil -if the project is dela~ed by rPlor! than 114 fu&ths fro~ t~fe.qfthis reP9l\so.~~ ~~~w 01' site co11tlitions can be made, and rtcom1hendations reviiedl)itamnupria~. ~ ~ItJs tU$ CtIE~'S ~spo~sibility tq.seeth6\! all~to thelfrojectJ inciuding:tha d,sig,ner, c'ont~o~ si1~~ttU~~,;~tl~,p."~,,~e a~~e ol1Jil~.~~, ig ijs ,tn~ire!y. TIJe H,se.ofl information contained' in this reIl>ft f3r biddin8;p~f:~s~ld tt= do~ at~e <;pnt~r'~ oetionp.n(nck. An~party other than tlJeI Client w~ wis~ to uSe'.ii1is re~prtll!;hall.rlbtifi ~'lcan G~~ctini~s ots~c.b. wt!DdJlt,.~i by ~?'f.~utin8 the "Application ~r ~utltori<!fttion t(): U!Ie'i' wHich fo'lows tbis.dae'ument as an.app~drx..B~~ Qn the intetWe~ ~e~flhe'.teJi>rf, tfun~~an:peO\~"hnic~may r~uire lEt additianal~ork. be performed and..that an updated fe~brt 'Ve i~~~. Non~~iiifjli~i withM}' o~ese'tequifemtntS'by .the Client 01 an)iJn~ e'se will ~lease AriiS-ican Geottchnrc1 fr~ at; l).v>ilitY re'~1!lfing ~Jhe ~ of'fhis ~ort b~,,any unautho1V~"arty. " ~ ~~ !i;: 4:~ R\!vp of ~,~~~~ S~edcltio~s American ,Geotechnics requ~ the dl>porttfhity"to!l'review the iil1al'plMls 4fIP specif.cati~~s for th~,s'p!oject'lb dete!ffiinejfthe tinaJ.design-compJies Wl1h this re~>rt prior ta.submittal to. rev.i~ agencies, Asnofrtcan C\60taChnici ~; Meridian Gat.wi~omQ)ercial sdSdivision Meridiln, Id~6' Proftact No. 07B-5146~ . Mi APPE'NJ.)lx A ~ 'f.:'l \iJCINITY MAP ~ J}OIl~G LOG1\'FJON MAP SJ.'tE PHOroS jt"f1 AnuiDrican Geottkhnlo. !:" 110:' ~~;I : .1 I .~ ~ ~.~ s,~Le~TS Project No..: e911-61fliaif J~~2007 le2 '" · BORING LO~'A1IO~ 'MAP Ea&l~RQid a~ ~rinklin.Road ~"'tl O"ftte'lax. tommercjal.sub!ltivisi~ Meri3ian>!ldaho T '-'f ( I I I ( S. -Meridiln @ateway €omm~ci&1 Sub'divisiorP ., Meridian, ldahd Frd:~i'N~~ 07A-G1l69 :.I. . ~ III Am.ricen Geotechnice . ::! .. MeriQi~" Ga~"'aY Q:>nJmerciil.~ Subdi"isibn Meridian, I~~o ,,- · Project No..o7E~.;G1469 r; APPEN>>I~ B ~ ~ L<lG OFt DW'LOItA.TIO~ ~ I<' ~ :?i ~; America; o..otfthn+O.. - .-. ' Mer~d~an f:1ate~~~ Comn'ferci!l Su~ivi~ton MC;pcU.fI!1. J.d~o .:--: Project.N(J. 0.8-01469 tn~fleralieitma and ~ote~ t'oYL~s ofEx~oti\tion ~YMBOL DESCRIPTION aG ~ Small-volume baJ sam~fe ~ellVblQm! eu& Sijfg>le': ~S,. ass :\,' ... - St'an4cd spJit-:.swon 3ElIlJple ~eference ASJ'AD 158t.)) - - ",. QversiiOd~~lit-spoon~ample with~ outsidcf diamltJ of3 inc~s. BUt~,. cO\Ulfs are not..correctea to N-Valu~"'UDless noted separately on th<!lbgs ' . s1 1l1~n-walre(HSherbyj til~ sample'Wit~ ~ ii\sid~~im1eter of2.88 i;lch,s.: unlcSil othegtrise'not<<l on tli~~logs (reference A:STMb 1581) " PI P~t'6fi tube &fpl;.Wittran ilikid~ tul3e diEfteI:::?f~~~ inc~ wii~k oth~rwise noted on.the l~ 7~r1ference Asnvt"lJ 1587) Rin~J>lf~-im mu"M;id~i~tCi';of.-A42 mGb~ J1nJc~~ otbefwlsv-,t})~d onl(he~loa' (~Ffcrence A~~ :D~5i.6) R~ CR €o~ banil ~pltll(reTefept:c'" A~TIW 0-2'11 ~ ~-~ co ;Water content r..B '-i<fuid Limit PL Plastic Limit'" Pl~ P~asticity"nde<< .sa In(Hcates the,tneasuwrovndwt\t;r l~el Note: 1-: Sbii s~!ie"s re~e~1d Wfre jaen{ified, q~s~pk..~d, and cl~.ij,fi,~d inlthe field usins li\."sTM D 2488 (UniI'iea ~oil.~las8ifioation System) as a lQj[\e. Americlln Geot..:hrlc. (208) 850-4926 FAX (208) 939-8602 1/16/2007 '" ~ " ~ Page 2 of2 'I i~~ '" ASTM D2487 Soils Classification Chart !I! ~~-* 'c. ~ I ~ " / <30'1ilJ!t!loWII. - 'h~;IlJOIIIrJJil~ Cf.-M'L<." ;!;,.. A~:t~i&'1 11rfl!o:\\- it.......... "Ii...,..,. <-...:..~.. : I ~~.......*~ .........._ :I::_~ ! ;, < · ""'\'1-""""'. 'l!' --::: '..... -""""__ ... LL<..! \"".010' ~ ~ <a..~L~~...:;._ " _..... ''''- 'a.. ...llli_ \ ""f!" · - \ \ \ --- OL .. 0 so;, W!.I!' ~~;liIIl II !~ .. I Lt>~.\~ \ \ CH -;;~"~ Jl.:.~~ ".' ~l\r~t;Iy _ ~;.GR~ )" CIIa ellly ~s.'iIiI !I =":: OH .; I ~ "<~pIiII~oo -~.~~- t>>abo'iif'.I\'" t.. .. 1lllliBl-.. "A"..... ~..- .. .--a~.. " - "buo A .. ~ ",~~.Si;.1lIlIl.~-.~...IOII~~.=:!: ~lJ w, I. 'To eyn ---..~~ .:a' ", ., "'" ..,.... ..-5 .-' <u ,"'Ii "Ii' i wu.;Clm';lol "1~~""-:-'iIIIIo".~pIIotll1."SIli , < IS~~ .. ~YOi.!lII:'Si'''''' ~ lS~ IL~.. . CI~-"' I . :S'il* '" - ...... ____ ;";CI." '_~ "~1\"i1li"""'::::::~._. 0 ("I ,lIJ.: .. -" , , ~. .,..- ... ,;, ;:;1. ,@'i6I"" .. ~-. 'oMl'j'~~ i'1~~Jtll"'" ..". ;~"1et"r: <IS~ .O.....C......S!""'! "l~'~.. . ~ .__ ..=."*' . -- . ~ 15_ -.. It..; _ ' " l!'.(I"~~~ ~~~~ =3 ~"'\V, ~ <; 111;',.. ~, ~(to:~"o-I ..m.,.."lIl eo. .~o.si ._ " OII~siia... .. ... ......- OL ,. ~ 4. 4. <3~~:o.:o;lio ..:3L "",,10" OH ~I",~ ,~ AS'JlM lJ248-7 Suits Classification dbart.(eopl.) 4'~f~ cu~,~,.nd~Cd~-----_.._-----______m_m_" Gw-----=~~:: ;.' lu<'4.n;W;hc<>3 !fI <1;">DIl.... 11liIII-'~~~__ . '''lIl111..--u'_~GIl.-!'lrlWlil ~ - -...- --..: s:----;-fl / . .. M- . lIlu.._..~ '. . i' ill ,...1 --. '. -, ~lIilloiII ~,/ <-~--~~~ .=~-b~J.CH ... ~--&~ ~ .r-- S.l~f~ .-. .rt ~i.... 1I1o)~ " " I 'i 1.;..L:iii ~'GLrJl.,.""""jl \ -'r:.f<II~l!!,.,'r~ ,- JIM!,'CWIIIiIooIii!- ",nllloli \\ ~'-Cl<JIICH II>- p~flIlIt'I - .. \ .. t1alifjjil! '_ ~~* \\ ~-~'-------..!GM~. .-'''J;;,Grt~ l. ------- )ily.GtIP-. wctorO!! ... GC ~.;< .. -q.ytj'q&,oI ... III ,,:~- . C11Y"rdJ-l r......ct...--- GC-GJ~ .d't~---.- __~)~ _, ~ --... ;, t;~ _, .. ~0l.1"l' <mr.'lIt"""'" s... '';S^~''ll - ~ .1 '" _w..- -I"f.lli!\ - , ~ot; --II!' - -=--~"'" -. .:~~.. A n ~'{~f;~~==:';~:II~" . t~ri.Vd' '" IH.j!avolO::-- W, ' , _.I:" Cilia I ;~~v.(-___ '''' Gn4!.lii;, '11 '", ~ J!l!~, -r---;-'YliE' ~, --,@ . ~ !!ftif .~ -" - 1-:-; '-"y _'., . 'Air '" o.-.\'~.' sw -'''' MIl. -----;-- SW-S'M . !lIlIB ""ct '" CIII ... S)!r-SC .'il!o "!' < _6,.,..,.;I;,C<.3 _.IlL..1olIIl i: wi~v", SP-8M SP.SC tW!I!l- C,!.lilH """----SM tII "j so ,! 4~! -- . , I , : I . ] , - : 1 1 :1 !1,ll 1 ! , i Ill' 7 " 10 16 ."1 30 :4 ;!II> .' 60 l!l IIiOl . Joe I~ll LW"I{I;-J oB~vATIortW'Elt NO. B-1 'A.MERICAfi' ~~~... ~ ~....-. ~ ~ ELEV"TION:~A Tift .H 1M II ( ~ PRg.JI!CT: SI! Cof,alt of PrGlkJbt,ilJd E~R"" lqc.-TIOA: lM.idi1l1~ Id~ . . :, DATE OF DRILLING:" Jr-ry 10.2807 lOGGt;P E;f;Y: l\. T~ ,. DlIfILUIl.lG METHOO~;' S.. Aup' WtTER L.I!V!L: Nip~oUll~rl!d 01 J/ICW7 "'"" SAM~E c::: ..... -- ~ t: 1;- ..... ~ < > '~ aJ Ul ..J ~ 0 iOIJ 0 3 6 ~ Vi 9" 12 15 18 :>21 . ~1 ~o~f Qbill'Wtil.ln well 41 \6. i"1EJt B~r.J fill! -P.u'" obS'8NAtiQi1 ~I with ... . cuttmp: DES&RIPTION REM!ft.R.KS =~etetP~ ~ML>= ... ~.' t! '" . --'.. willi i~d t?~. 2 Ali>\il9OJllo~asticity fi~_" l()t~ fiae 1Rl COlt!1t s~; fa T~"'!11 ~1 Ib'Out 0.5 mcJdhim dllhse; 1"n01h; dlVk bto~ tiel! Ale ~ ph. over.top of well. >>i1~ofitly ~ted .pIiche) 'in l.5.fC4t. ^SMilt."<~Lf,.. I A~U4!mloC - !.9vlP!~ ~n"; iba.ft 2~ iJdtd 's6htounllod v t ;lteovfMfin~to cdlf!I ~; ~UQl d!!!'lsej; cemoRt.d. Imi,.... :WPlKlflfGr&d SUd:With'G....eIOnd e~~(sp). "'.~'_-"..lJ~--' '--.... · ,:Abdb,S~ fi~lto ~ lilPl6.l~:.45~~ aabr6ynded ..-avel\~ ;:....il~~~I~i.!Y'otim's.abt..!.5..lpd .SU~~U~~ i?bbJes'1;;'.m~~ r; d4n.; Itfi~ 111htJM. w l'I ~W refuiiiil... 7.5 fea. U.: ~I~;e" ~ilUlli d@i V . 'iu1t drITiirlJ frOCllo 7.5 to betttm ~e:- SlijI verld~ 7.5 feet il ~Slt ~ s~;j SS'!4 o~om ,Of IjOIt ~()I!IS'fcjl No gou.wltef e~ounte~nJ/IO/OOl 08SeRVATION.~LL ~o. B-1 PROj'eCT F.lQ. Jt1B:G1469!. PAGe 1 of 1 Itterlftjan Gatcwax C'~l1;!'lle~cial ~ubdl~ision. M.ridian, Uiaho Prgj~ctbto. gJB.-Gl"~ APPENDIX C; ~MPORTANI' INFORMA'FIOrj ABOUT YDlJR GEQTI!CHl1IC~L 1:NGiNEERl:ciO ltEPORT . .';8 ... " ilO' ~ Ar-PLI~ATlf>N;fQ:u.~Q~'Eld~ TO IJSE ""'. '" An1't"'cln Gep~hniel I N JI ~( H< 1 \. '\ I I '\ lOR ~ 1. 1. II (f\ '\ HO (' r \. I )( 1 R G r. (ll I {' II ", 1(' \ I It X(;(NFI'I<I\(. RFP(JI, ( Mil'S ~ii~ioft pl?btem; '" a~~"" ~pied' by. s~ "sub.urfalilf con~ions, .~an an;l:/~' oth~r factor. As tr~b"on8<<s subliiiriic,= Wbllf~nis .c!l: ~. th~ir fMtul,!lc, and extent ;,;h~; ~ kl~~lled C'!Jflsi~ably in'rfC'ent ~ars~ Ju!'1n rar.J! m~a'"Svnlto &b~ ~ J.!lblic~t~, ~f ASJ;E'lIhe ;(isS1eciafton of~nlinlilPfini. Firms-Practicini" in- the r~eti&.l The 'f<,liowit!l suW9ti'6fis and obseMti~ns lir' :MJi~9~ I~ ~Ip yo~ ]r~uc~,,"~~hD.ica"relalQ. ~I~!ll- ,~ps~v#I"Un!JII.l\lrkl ofiie~~ostly lfeadacli!s thaf--&it .uf"dUii.....coi'mrl1~tidhJ'~~. Y. . . jl GE(i)TEeHNlC'ALtlNGINEERING RBP8RoT ~ iy.SV 9M--' UNIQUE $ET OF P.ROJECT- ~I!ctrm"fl~ .;< I 't.~alechfilcal en~ft8ii.n~ I rIport. is based 'on;; a. suqsmia& f!W~l!Zfop',Rl.anl d.e'ii~d Po inc~..te ... uniqutll ''!ret or project-speciSc flIctors. j~~ typic~U.Y inclu~'~ di~ne&.l1fnrre-gf t~ ~t:wl, inv.o!~d. it~LZ~.an~ c~nliswation; thF;.Jo'J,ati~ll. of trfe:structureOofllth.IIi*ii1nd it! orienflltion; pR)r'sicl!I <!~iStS~l!. ~~T' r~_, ~~ina..!ots. and, u,~dergro~nlhii1iti~. IUd d,J level~ralritional r~ Whi~If tfts ''C~Itm.,aS~ by vUtuea. oi liinijtJll81S iwp~ 1IUP9D tlf! >>pl~~ pr9gr4IP. T q. "fP a~~~. c~St;y ~~ims" cO~!Ilt the Irotethn~al ~gll~r to ~~ftU!_~.., ~laCJors wJU.ch,s'li!.nge sVbse'CWi9' ~ the ~ of the report may affoctJts ftICommMdationf. t;Jnle~s ~wr cons~~ .~chnical engin*t ilfdieates II()th~i~~lIfJeatecJlli~" ~#ilflg 1;!pDg~flllp! ~~!p<<1:.." ,,' · When-'-'tht~natuff. of ~ proP'istd structUl'(I is -i~~a!}.8~ fOJ eX~Tpl~r. if.811~o~C'- ~~ldfn8~'ii11 Iie,"~:~oteti mste~ jJf a p~kini~r~. or:: if 1II "reth~.g w~o~ will be I)Ujft;'UlI!iRIi of ~ 8Q; u~\i!j~ one; ~. · W~i1{th! !!ze.or cbnft8yrltion of'th\'i>~L.d .stpl~~:..al!~red; . · :'When tne locatidt1' o~ orieration o~h;: C>Jl>s~d ~!fUctur~~s moaTh.r; · Whe~tli-. inl2:ha\1g,eIof ownC1~ill ~r · .Fpr ~,pp'lica~~p to a~jacint ,ite. - (Jeot~cliPiG.qJ rpg~n~r-cannot af;~~t'!!.sPQlfSi?il~y "lor prolffifts Wh,C-;' l'ftay de~lofl .t tlrey are" not c~nsJd!~d af!~ .t.QCt~rs c()nsid61Wi ~n t!J2'l rePD.!!'s d.vjlopmf"} hai(changrldl ~ ,; I. II .vll G!Q1f:QIN!CA~~~I.NIt~.Gs.:J 4U PROFESSIONAL ESToIMA'Jl1S Silt. .exp\liltwn i4l~tifi~ ~h~l subwrfac.e COn~ltloq.s ~j' at those: pomts Where.~pies. ard~. llkeh,'WHifi th~Y'a~tin. I}ata~ diffi~ t~gh ~plin8 apd.. s~qY'~~labQr400' tlstWti ve t~tra101ated b~ ~ot~llnical ~iin&rs Who "theft r~fi.~ ~ ~PW i.2n !~guJ ~~Il sU9~:urfaR1i. c<Jllditions, th,erjt:': likjly reaction to Qroposed cd'1!~tt'uctiOW "'actfvitY: ~~g app~op~i~t' fOlYld1.!i~ ~gn. :~en u!)tler OP4rnil Clr~m$l.nc9" actual conditro~~;(Tifl'ep from - thosa tfufef1lcf t().iX's~ .g: ~ grpcmuCil !ClIlgin!l!. Il!o. tl!try b~ 1~it2EIed', an~ ~o ~~SlJrf~.;. ~xpTorlltion .I~r~J; '1lo!'m~tter"'btiw"'comprcften,slve. can rev!atwh'ir is I;i;~91!n illy r:l[th. r<K:k~'and. ilm~ The. act~,lnin~rfae~ betwetll1 materials -m.y~be rar moPe .gradual or 4brupt th'lu' a tc;6~D1dii!.te~. A~al co~ti8D/ in "'c:I~ not slmpte"d., Slay diffc. 'from p&ec:Uctions", NOlhini can b.e JafI~to rprt'le11t t1ae u1fa1iti~,iPated", ~1 ~ elfU Ifr tg.1ieg to htfp ttUni'!Ji~e tpeft i1p1~ fWJr tbi~ ~on,. 111051 '€xptr~lPe3 o-vers-relain their geotechflical c";;n~iiltant.c;f. f/J:.(/lIflh j~ ,;C~~s~r.uci1on sta..Re, .10 .identiWi, varian~, c~ndu~t aidftlOnal tast! wHil:h ~il>.' ~ ,.~ and..., to I;&>dfIII~ !isDliogf.tb p~!?lems' e ,iMPl"efb on' ;~~~. " S~JJSUp.,Aj1 Cq~DITIPN~~AN.(i~G~ SU~Su,!acCII_ c~n.di~,ons:: ~8Y ~ >'~ nio1!lf1ef bl const~ntl~~~ngm~ ~turlll _ fo~~ Becau~ a F~~!m~~l ..~meerI~i1 .r~~ 15:0 6.a~~., on condition~ whiCh €.xi.1i a6.tlfe ti~of subsurfaci Cp~tidrt cd1,{rrVf!)gn ~ ,~t1o~ vol bEl:." bas~ (lift ~~otf.ClV!ica7~.enl!~l!rin~! r~fo,..,..')lJfos~ Ji~cy. nm: hatl b~'.OJJ.ecttd g~ time. S~ "it~ J!1e' '8~c:l\nii!\: cBP~UJuwt tfr' IeWI' It ;adpitionaf Itests a~ ;~advisat"" befow COII6tq1ction sta:rts. C""strUcnon ~tidl.s at of a!lj~ent'to;th!%itUnd tmt\y"a~ ~ ~ A f1pods, eart_k~ OIY groundwateu lIuctul!ltions may a'\so -a-Aiect"Subsurfat"t &nditi<5nl~abdil ~~-' die cO\'1tift.:ting .uacy of' AS")e~hnica!. ...re~olL T~ '~' geiltlChniq.,lI_ ..ngin~ should obe hept lippri3ed !Of lany. such events, tn<f lh~lQ be ~onsylted tfwletermirJ if. "d(ijtiQnal e!,~. 11 .II .. =.1___ are nece'Ssi,p'. G:d~)TiEekNJ:(!AL SERlJICES ARE ifiiB10I\!~JJ;IF.t~PUR.P~IS. G~echnical "e~efts~ ~~~: >>re l>~ed tll meet",tbe s,-eifiS needs or.sl*;.ifi~ind.i~duals., ~ ~port~Pr:p'~~fo~ a cbfisulti~.ci~il en~n~r may hot be' ~eq1f!t1 f~r a CfI!f~~cti9~'i ~o~~~w~ or tyen \oJfle ~ coniultlll@ CJ:fif' ~ngmee'l Unl4tSs iridicaa!d oth'ei-Wis~ this' tfi70h ~ 'Peaf!aF<JtJ ~~IX for ~lient:,inypl"~oJ1qp"exR~Z !9s ~' ulJ?t'sestindicMed "~' ~hle' client..Use bl-,~,Y mh!r'" rsons fdt. ~,.,,Iu "se, &r ..... th~ client [011.,- ~ _.,,, . .. ',-V:T/-I II dirtire"t PuTJlOs't. may. result in problems. No. i.llividwl 8t~ t!An ,'ffe ~lient "sh~";jJ~ ~f'l ~hif. ~J1'Ort JOff' ig,~ mt~n(JeJ p'tt/lose )y.tlfhOJP IJ!:.S! f;.orifl"'ing with the !fbteclimca~ "'peer!. "or ~ion sFfould dpply. fiit reAp,'ft::.jJr ~ R'II~e fltl1lr ih~n' that ",p,ginally .f~nt~~p7Qted ;r.:it};out,ft'i/ ~o,,!/,rring,'With tM ~~otechlfic'al en~i1'fe~. A:h~OTECHNI~AL ENdlNEJiRING REPORT IS ,~UB.Jt<tr '10 MIS~RfU:TAnON ..,C"~l, . rrC!hle~ ~ ~oc~: ween ot~~ ge~~ J*O~!lOrJ8li ''l:Ievtl~p thetr 'pl~~: bal~tl IIOIl iPisintilirp!tlltiool gf a 8I~c~di~ engilltwg repoft. To help af~a- thlse probrlllTlS, II(te: gtotechniE'al -ena'mer shoTdd b~ relli~ .'ft1 ~ork ~ith ;.other at>e.~pri?~ l: ~i8D pr9fe,isi08als. to ex;wa1o r~revantIMt~~nical fi!l.dins.! arid ~o ~~i~' the ..a1.iequacy of ~l~ ~ ~hr ~,:.!fill~IAPS relapve'T9, 8e.ntCIII~ue~ .. ;-: tJtl~G ~~~Yl.lQr IJI .. S.P~TED.._OM THE ~~INEERlNG REP@RT ~in~ ~rini 1<?8i' V~I?~c<1 by ~9t~cqqi~ql tn.n&rs ~ll-Up"n fti8ir mt:iretltida ~ Aeld \P!i. ~cpiUI&1 b~ we ~~~~ a1D11lf#jt'~~ ~aIUlltl~.p' flll5\ ~~nly' "fin,r bonns lOfl> custdIhRrtlj i~ iMlu~ ~n ~tiChniQaI e'IlIit.CerjD8 ~po:t;ts. :-qtese log~; shoulll 'CPt JfjfJer any circu..ta1fces JJ. redraYN1 tor inclusion in al'!hitectipl oP othc:.r <Ili811!~ drt;lwr'!R, ~cl!~s1; df@~rs m~ ~m1fliL err9r or ;iwi\sion~ in ih~ transfer pr~. Althotgh (lhotograpH'ic rcpr~ycti9P . ,I.Y!pWatY.s tifs J!*>Ql!:ID, it" d~s nQthmg to mmlml~ fhe pt;S!ftOlltty.: of.:contractors misint~reting: ~ ~ durin~ bid pfe~ration. \vheyhis occur~ d~l.ys, disputes and unanticipated ,.cost~are the 11I-too-fre~lJIIJIlt1-tsu't. To mlrilmize the Iihlihood of 1i5ring' i~ ~irGfrm-M\pti, iJ~ ~O~<J~tfl~t'ad~ ~t;!s rq. t;" N CW-1flplete geot~~'cal 'n.8inlerm, repo,t "pr.;~d.lr auth@Jriz!t:j for tlwir dE. Tho~ who 90 nOl PI~Vl~~ 1Ich '<f~S may 1'.f<?F~CId =-~n~r Jl1$i mistakM impression. tbIt simply diSclaiming, r-'?1siJ>i1ity ~'1l1e Itcur~ ~f i!1q1uria~ igf~nn~dpn ~~s in~ulllfi:!S" tifm from -a~nZ.nli ,..U'ability. Pfevid ing'~ bfstltivii lable' info'fiMti~n to cop~cUJrs h~ ...w~eqt oostly .onltru~i3P Glertlll and ttre adversarisl Ilttitudts wHich . rAv8te thdh.r8 disP1()1>ort'io~ ~aler ~ - . ,.. REA.D RESPQNSIBILlT~ CLAUSES GL~~KLY , Beeaus, @eotechPicaf en~ine!ri"i:is b~ !x~sifelt on jftd~ ahdbpimon, if i~ fW 'Sf\ J;xact t~n qP.t~r ~ign ~isEipl\n~ "':his='ituation .has.,resulted in wholly,.:.unwarranted claims b~iQgII ~dled aalinst ~tC!!c.hnic~l <:o"Wlfunts. ~ help., .prevent..this pJoblt!m, '. .geoi'abnlccil ~u~~~rs have- diVelc.+&1 fuod!) c1anse91 fo1' use< ilil Wrirte~ tf1lnsmols. Thes& a~II92U'" 'qcutpatol)' clau2ls ~~sig.n~ to""forst ~~teclnical ~neers;'1 IiA%7h~ ori~ siAMone! !l~~r!' It.tl:tr'; ~ ~. d~ri'i.\i"l c',a~~ "'Qich )dWtify ~l1Fre seqpechnical "~nNrs' 1pJo~sieilitjes."Je~n':l1l'd tn~. .Th~i~ use ,~1~ al.l p-:~I6S mv.w~ef re.r~Ath!.~ mQlv1du8j. WSV~>nSlbl\~~:S and t&ke~pro"rllt~tlan. Som: of tht!StJi"difimtllVe cllKlsls anNit&l~ td i~ea" i,9 Y9l!.I'" geot,9.ChnicAA Iq~!r-Y!l Al!!P1It. an~, you ~ ~~c~~r~,!.to rea<pthe~ closely: \four iCoJcchnital '"!i\gl1,l~r ~lll I~ pl~U' 10 gl~~ full !!i,ft} fraw<. m1~ersaq,~~qu.stip,tlfl. @)THE~STEPS Y01J~AN ;rAKE tO~DUCE Rls1t 1: .. · . ~Cfur ~liltitfi ~r,teChmcljll tlti^~r .ivill ~ QI.s<Kf ;tQ. discussJ: ofher J~nni'N.l!l Which can ~ mlplo~d to mitifi.l!rsk. In a(l(fltion. JlrSFF. hiS .dev~~ all xar~!y of m~eria.lSt, v:;hich m~ be Hn.ffci:r. Contact:A~E tor.. comphmentar, copy 'bf its publications ~r<<!tory: '" PublfsMj! by ASFE. (T~e ~i.8~Oq.pf~riDI Fi!,m!~ra~~ne ii' t6'e 9,~ien,.-sei) 831 J COf~iIl~ R~~~~t:tp~ni' Mary~;.zO~lP Meridian Gate~ay €ommerc1al Subdlvfsion ~M ~:If~ li~ Meridian, ~aho e .... e Rroiect rto~ O'iksl469 ~E f:'~ M I H N01~: T.h.ii.foli&l i~ PPsiparod.lP~lyfor th~e..oi o,~r jliept 3jlB our cli.nt:,.consultant!-in rela'ion to.tbe pr~~ descri~d her~n. ~er P.lrt'C!s>ShaIf not utinzC' this ~lI>rP - 'l\iitlmut t~ writt . td\issi6i1''of Am'i~3:.p~otcl::mricsi A'PLI<;~~'lN F01J..AU:rH.Q~ZATlqN TO:p~ ~~D CO:n:v Td: .(~mjD .Gs-cbiii~ IIIi ~~ChGl~ Blvd: Bq;..JdW lJA'U IROII: ... .(y,~ ~'P~).. (~9.Er .nt.ma..~d.t1t~. (~1iicl!".aRs) <YC2llr tt~~ r (}'bur fax) .~ KE: (R~poI'tloTitle, 'roject ~ame}'abd SiRl:.oeation) = ~; -Am\riEan Geote&ni(:& RiQ<it No. Rlf"rt dale -ro ...tmericanl:Jeotechttics~Inc: '" - 0; .APP!iC,!1tu.~~,~s.jna~~Jnat~U\~ tIf liiitel)ftd rap~o~sjtw frQm ~i=.n ueQtSf1iaics~1ncw.te~irjcan.&.~cl, J~. *"<JO B.n,y Ii~lity_~t may BPi. from Ull.of.wis rllp.ft. APplicant recogni~ t!w-\.^nfUl...;~oifctwics, ll},c,:, i~ ;~.t:Oipyri!hll o~ Qffuisodbcument..:App1i<.Ut BlfftS that ~U~~d. ~e or -copy~~'bf~re~rfQcIMi report f~r ~ubject Jitll~trictl~ pIOtflbitelllhvithout th. ex~ wntlln ~!1m~&l90 9f Anwncll1 61!0te~hmcs, IIlC. Appli4nt !Iilte; t~ tccCJ:i ~cGw1dtua!.t~s and.conditions b!nAiil American GDlchnics, Inc. andltt* client 'isted in t~c!tenfed re~ as'brigil1~IY~iated for the wOEk.., (your\igPla~) !7oo/ tit1l2. ~) Stat~_ntft'(jm~m~itbn Cht?tkliG!, Inc. ~'- '~".", -~- _ ~ ~oP.t'l~r~or ~j..us~~~t,ynteftt ~Mi fc!!lPf. ~ . ~~erical Gebtechni~, ~c. _ DIQflproved. This rtport nte(ls to ~ upd!tc!li Iw A~ncfm G~Ot~cl1tllCS, Inc. IBy: AnI...ic.ffiG~ot._H:" .... IJMi: j ABi'lllllllillIDn G.ltec6ul ica To: Christian Gardner HORROCKS r~ntr""".'.'''''.''rIMl 'Om"" '" ,'.. ,,'''''~'I ........,yyyyyyyyyyv................. ... ENGINEERS From: Hrvoje Drozdek, E.I.T. Ron Mortimer, T.E. Date: February 1, 2007 Memorandum Subject: Meridian Gateway Addendum Introduction Horrocks Engineers was retained by Gardner Company to complete an updated evaluation of the Meridian Gateway project. The purpose of this new traffic study is to identify traffic related issues associated with the revised design plan and concept. This memorandum summarizes the traffic volumes generated by the new proposed development. The new Meridian Gateway site plan consists of approximately 160,000 sq. ft. of general offices, 75,000 sq, ft. of medical offices, 34,000 sq. ft. of retails and one hotel. The old Meridian Gateway site plan consisted of approximately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right-in-right-out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive. The proposed site is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho as shown in Figure 1. . One West Main Street P.O. Box 377 American Fork, UT 84003 Telephone (801) 763-5100 Fax (801) 763-5101 Memorandum February 1, 2007 Page 2 To be able to forecast future conditions, Horrocks Engineers examines current traffIC patterns and frequencies. Traffic counts for the AM and PM peak hour were performed for the study intersections by L2 Data Collection in November 28, 2006 For purposes of evaluation and planning, transportation engineers have defined a unit of measure as a vehicle trio, A trip is a one-direction vehicle movement with either the origin or the destination (exiting or entering) inside the stuiy site. (Source: Institute of Transportation Engineers (lTE), Trip Generation User's Guide 2003) In general terms, any time a vehicle passes through a driveway a trip is registered. Horrocks Engineers typically uses the ITE publishes national standards when evaluating traffic impCM:ts unless local variations to the standards are readily apparent or are an area of concern. Trip Generation is an informational report of the Institute of Transportation Engineers (ITE). The information in this document is based on trip generation studies submitted voluntarily to ITE by public agencies, developers, consulting firms and assQtiations. This is an educational tool for planners, transportation professionals, zoning boards and others who are interested in estimating the number of vehicle trips generated by a proposed develilpment. It is prepared for informational purposes only and does not include ITE recommendations on the li>est course of action or the preferred application of the data. The following tab1es shows daily, AM-and PM traffic volumes for proposed development (new and old site plans) for ease of comparison, Table 1: Trip Generation - new site plan ITE Trio Generay,n, mtes - Meri~an 6atewa LandU.. ' LtIIlO ... V.I.bIe ~_tlty Dally W....dliy AII:lIIBk HCIII r WEkd-v-PIII"Pm* H~r Code Trlpa Total In OlIt Total IJl Out Genera] Office 710 ]000 Sq. ]60 ]762 248 88~ 218 12% 30 238 ]7" 4] 83'" ]98 Building Ft. GLA Medical Office 720 ]000 Sq. 75 2710 ]86 79~ ]47 2]% 39 24] 27WJ 65 73~ ]76 Building Ft. GLA Shopping Center . 820 ]~Sq. 34 1460 35 61~ 21 39% 14 128 48% 61 52. 67 t Ft. GLA Hote] 310 Rooms 250 2043 140 61% 78 39% 122 148 53% 78 47% 69 Subtotal 7974 609 76% 464 34% 205 755 32WJ 245 68% 510 Interna] Capture (51JJ) 399 30 76% 23 34% 10 38 32WJ 12 68~ 26 Shopping Center Passby (25%) 365 9 61% 5 39% 4 32 48WJ 15 52% 17 Tota] New Trips 7210 570 77% 436 33% 191 685 32WJ 218 68~ 467 Source: Trip G8Ileration .nl#l, m Edition, 2003 T' G Table 2: rip eneration - old site plan LwId UIe La~Uge Vari81M1 Qu8lltlty Dally W..k IMIk H_our . _d~'-PII PNk H~r Co~ Trips Totlil In out ToMl In OlIIt Genera] Office 710 1000 Sq. 108 1189 167 88% 147 12% 20 161 17" 27 83" 134 Building Ft. GLA Medicai'Office 720 1000 Sq. 100 3613 248 790M 196 21% 52 315 27WJ 85 73% 230 Building Ft. GLA Shopping Center 820 1<:&il Sq. 77 33o.i 79 61% 48 39"" 31 289 48% 139 52'" 150 Ft. GLA Subtotal 8108 494 79% 391 21% 103 765 33" 251 67" 514 Internal Capture (5%) . 405 25 79% 20 21~ 5 38 33" 13 67" 26 Shogtjing Center Passby (25~) 827 20 619!l 12 39% 8 72 48" 35 52" 38 Total Ntw Trips 6876 449 80% 359 20% 90 655 31'" 203 69% 450 Memorandum February 1, 2007 Page 3 According to the Trip Generation Manual, the propllsed development can lile expected to generate 570 trips (436 entering and 191 exiting) for a weekday during the ArIr peak hour and 685 trips (218 entering and 467 exiting) during the PM peak hour. 7,210 daily trips are anticipated for the whole development. This is a slight increase in new trips generated, the old conditions expected to generate 6,876 new daily trips; 449 occurring during the AM peak hour and 685 occurring during the PM peak hour, Conclusions and Recommendations The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: · The intersection of Eagle Roid/Franklin Road may be reconstructed with three north~und thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. · The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may ~cur as part of a future rocttway improvement project. · The development should provide exclusive right-turn and left-turn outbound lanes arLl exclusive right-turn and left-turn inbound lanes at all project accesses to improve traffic operations. Left-turn lanes are not required at the right-in/right-out access. · The intersection of Eagle Road/St. Lucas Drive may need to be reconstructed with exclusive right turn lanes for the westbound and northbound direction of travel. Right-of-way should be preserved for this future improvement (To be completelil by the developers of the south-west comer of the site), No additional off-Me mitigations are required to provide adElquate traffic operations. I( With the recommended mitigations it is expected that all study intersections will operate at LOS D or better with the exception of the ,,"Eagle Road/Franklin Road intersection, '\'{< I~ ~ igffA:lt-' l~j ~~ Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO F~e 11: 20/J6AM Peak Hour Traffic Volumes and WS with the project !! '-I FiMUJ'e 12: 2tJtJ6 PM hale, Hour Traffic Volum'$ a8d WS with th~proj<<t '" 12006 ,PM_'+..P"ROJECT I ~ - . .,. ~, ~ Ho~ Engineers '. 14 r'II ~ ~ ~ (.) 'l' .' ,. I~ 'r, !~ ~ J.'O!~:;:'J Wi '1 Meridian GateVfay, Traffic Impact Study MERIDIAN, IDAHO It ~ The following tables show the results of the analysis for 2011 conditigns. Table 9: 2011 AM Tra,ffic Analysis Summtl1'itl~with Pro.i~t Traffic Intel'RCtiOml 2011 AM 2011 AM + Projeet (Improved) Delay (sac) LOS ~ay (see) LOS Franklin Road and Eagle Road 35.3 D 66.1 E Eagle Road and 5t Lucas Drive 24.4 C 24.9 C Franklin Road and Touchmark Way 20.7 C 33.2 C Access 1 (Franklin Road) - - 11.0 B Access.2 (EaaIe Road) - - 10.6 B Access 3 (St. Lucas Drive) - - 3.5 A 10'." -:- ~, ~ ". Table-l0: 2011 PM Traffic AnalYBis Summariis with Pro/ect Traffic . Intenections 2011 PM 2011 Pl'd + Project (Improved) -. D&y (see) LOS Delay (see) LOS Franklin Road and Eagle Road 63.4 E 66.9 E Eagle Road and 5t. Lucas DQve 29.4 C 27.9 C Franklin Road and Touclu1)llrk Way 12.1 B 23.5 C Access 1 (Franklin Road) - - 12.6 B Access 2 (Eagle Road) - - >50 F Access 3 (St. Lucas Drive) - - 7.9 F . Traffic volumes, delays and LOS for 2011 AM and PM peak hours with the development are shown in Figures 13 and 14. FiJlUl't'I3: 2011 AM PIIIlk Hour Traffic Volume" tuUl WS with thi projlct Jl ~ e ~ . Horrocks Engineers . 15 (II! ~.jj ~ . '" i\l Meridian Gateway, Traffic Impact Stlady MERIDIAN, IDAHO i!i . ,p Fipre 14: 2011 PM hakHour Traffic Volum.. and WS with tMproject ~ ;~ ~! e;; ., CONCLUSIONS AND RECOMMENDATIONS The Meridian Gateway consists of approlimately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right-in-right~ out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive Under full build conditions the development is expected to generate 6,876 new daily trips. Of these trips 449 will ~cur during the AM peak hour and 655 will occur during the PM peak hour. ri ;-, During the eJlisting AM peak hour the Eagle RoadlFranklin Road intersection operates at LOS C and Eagle Road!St. Lucas qrive and Franklin Roadffouchmark Way intersections operate at LOS B. During the existing' PM peak hour the Eagle RoadlFranklin Road intersection operates at LOS D, the intersection of Eagle Road!St. Lucas Drive opetates at LOS C and Franklin Roadffouchmark Way intersection operates at LOS B. After traffic generated by the project is added to the roadway network the study intersection of Eagle RoadlFranklin Road experience an increase in delay and will operate at the LOS E during the PM peak hour. The intersection of Eagle Road! St. Lucas Drive is expected to operate at LOS C. The Franklin Roadffouchmark Way intersection is expected to operate at LOS B. '", . -, Horr~ks Engineers 16 [~ I.\i>~ ''- Meridian Gateway, Traffic Impact Swy MERIDIAN, IDAHO ~ w. The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: :~ . The intersection of Eagle RoadlPranklin Road may be reconstructed with three noghbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. " . The intersection of Eagle Road/Franklin Road should also include an elclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. ~~ ,. . The intersection of Eagle RoadlSt. Lucas Drive should be re-striped to include an exclusive left turn lane, one shared thru-Ieft lane and one eJtclusive right turn lane in the ~J westbound and eastbound directions of travel. .'Pie sigiiW will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should ~ preserved to provide the extra pavement width for these lanes. I: . The development should provide eJIClusive right-turn and left-turn outbound lanes and exclusive right-tftrn and left-turn inbound lanes at all project accesses to improve traffic operations. Left-turn lanes are not required at the right-inlright-out access. ~fP. ~ No additional off-site mitigations are required to provide adequate traffic operations. Withcthe recommended mitigations it is expected that all study intersections will operate at LOS D or better with the exception of the Eagle Road/Franklin Road intersection. . ro \'flI.\ .r, ~I,~ " ~ ~' r? ''- Horrocks Engineers 17 " . ~~ ~t~6 M '" . " ID "it w ~ " :::..: IJ.~ ~ 1'1 <:: '" .. :. APPENDIX . * ai ;,; r. :;:f{. iil @ '" 'I II . ~; Horro.lp En&irters l!O Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHq ~ '" '" . 'i< i-=:! r. .;( . T ~, " ~ " ;:.; I. 18 ::-;; C',if.) €I ~'~ :i\ II ff.I L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 '. '" ill Tech: Judd/Merrick Counter: 08-4360/4361 Location: Eagle Road / Franklin Road Contro~ Signalized '" ~ File Name : Eagle & Franklin AM Site Code : 00002 Start Date : 11/28/2005 Page No : 1 ~ -'''Totti 2720 85.4 31 215 6.7 2.4 . 458' 101,) 78 346' 99 81 314, 70 79 1447' 345 331 428 264 345 2102 423 2870 t 700 753 402 1855 i 8784 49 30.2 12 73.2 14.7 1 ,37.7 40.6 21.7 4.9 3 3.9 23.9 4.8 i~P ~~- 8 8.6 4.6 21.1 - Ri ht 07:QO AM a 21 ' _ 07:15 AM 30 >+< 07:30AM,' 23 08:00 AM 08:15 AM 08:30 AM' i toil! ~. Grand To8RI ffi 251 Apprch ~ f 7.9 Total ~ I 2.9 '" t E,..Road ~ In ~ M , ,.. ' , ,~, .. 0 '" '"i l-'~ > ( .. ; - ~- ~- - , , ~~.... _....~. . ~ ~rf Nt 'UI~ b1~ i ~~ o~j ;".~ e1- f ~~~ ~' ~~J!' "lff?W2tiis-0r.6lrM\'€""f 211\>" '~, ~ ~ ~- ~I '111281200508:-'6 AM ) r- 3 'S,~ Nitl ~1Io_ i .nfl~ [i O[] .. ~~. ~~ '" ... ~~ I ~ I ~: ~~~I ~~! r! I ......... '---.,---------' I : 3684~:, ~ ~ ~ . OIl! In Tolar ~ "~ <J; '" '. ;~ 'f. r.~ :0;.: ~ '" ~I'if' ~; ~ti ..~ Tech: Judd/Me;'rrick Counter: 08-4360/4361 Location: Eagle Road 1 Franklin Road Control: Signalized I', L2 Data Collection 1770 W. State Sf. #204 Boise, Idaho (208) 860-7554 ;:1 File Name : Eagle & Franklin AM <> Site Code : 00002 Start Date : 11/28/2005 Page No : 2 23 45 4Z 110 ~, 44 270 58 372/ 88 82 45 215 I 1176 21 59 33 113i 44 270 ~ 379 ' 112 134 56 312 I 12U1 ~ 34 83 28 1.. i 45 284 58 387 I 89 117 ~ 271 I 1223 29 50 34 1131 5~ 34. 78 47 225 1195 107 237 137 481 i 187 1170 ~Il 213 101~T8 22.2 49.3 28.5 , 11.7 73.3 40.6 21 i .787 .714 ".815 ..,!$~2 I .866 .845 .767 .819 .839 I .984 :1':"1: -~ flieD,. r;;;; H~I" J~\Ii:'" LJ 'N ..-1 j ~ rg-" i~~I,i~-+ ,l!~ ~b or:i .., oc + . i!i ~ ~ ~ ., EX-,ad ~u~.~: I ' i 132; 1479: 117! RiIIlif ~IU lelt ~.J I 4 .... :0(.: Peak Hour Data .A. I .~': ~ oil I -,.10 -H ~-~61 r-A .r-~~i ~ x t;orIh I ~~:::"Jt07:15AM I, 'I__J ;> . ~i ... ~l_ : ~ r n.u ~1 I 39! ';701 71 ~~f3ii:i1l otJI '---1""" ~ :':: - ~: \II ~ I.'ji Ill\: ~ I/!. {<II L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 ~ 0:' Tech: McMahan/Merrick Counter: 08-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized File Name : Eagle & Franklin PM Site Code : ??oo2 Start Date : 11/28/2005 Page No : 1 ~ i--'---i .il i "- Start Time Ri ht I 04:0" PM I 39 04:15 PM' 46 04:30 PM I 52 04:45 PM I 43 Total 180 E~le Rvlf From North Thru i . LdI 312 27 343 30 369 32 337 28 1361 117 ;i, 05:60 PM i 05:15 PM I 05:30 ~I _ 05:45 PM" Total i 550 I 520 I 512 . 521 2103 198 i 2i6 i 183 : 192 i mi 42 39 51 65 197 338 25 371 21 361 19 360 30 1430 95 405 431 431 455 1722 I 32 'J 120 27 130 32 103 36 117 121. 470 46 49 48 39 182 34 37 29 26 126 391 330 345 361 1427 125 153 138 134 550 90 99 94 115 398 135 137 74 143 '" 489 GlII1ld Total * 377 2791 JIlpprch" i 11.2 82.6 Total~ I 3.4 24.9 3380 I 260 919 16.7 59.1 30.2 2.3 8.2 931 22 8.3 4234 i 652 866 I 32 42.5 37.8 5.8 7.7 212 6.3 1.9 377 24.2 3.4 1556" 301 3002 I 7.1 70.9 13.9 A 2.7 26.8 i1i I E~ Road , ~ )\ Totat ... '----~ ; ~~801 i 716~ ;~ I ,--!!J_-; r- 377ft 279JUa i Ri~l TIHtJ L~ft' ~ ~---' . 4 .... I i I I I . ~ , L-.- '" r;;;' ~~ ]II'" .... ~~ rl~~J I ~ ~,- , ~~~ I 1ic'iIO NOflh c.("). W. ~~~~~~~.~~~~~~~~, '~~11rl c-~ I ~~~ i L'i' I 1112812Q05 06:00 PM I 11128J2ll1l5 05:45 PM I d:, ~ ~~ I ;irI "'411i' I r ,l!:. I 1m, ~ ~ oc.... I ....;:$, , iil " I: .... ~'~ , r+ I , I.:.' TIlftl Ri~~1 ~', l' 3~1 , I L I < I ,f'l ~ I 42:ti ! 80541 ~ in Tci'Iill " , - ... ;;; + ~ ;! 69 54 68 76 267 177 192 251' 264i 88y.:1 294 ~ 290 " 236, 334 1154 520 25.5 4.6 2038 ~ 11208 18.21 ~i . ,l ~ 1447 1447 1362 1502 5758 " 0; I/o :~ ~ l!\ 'l .. Tech: McMahan/Merrick Counter: 08-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized 0\ L2 Data Collection '" 1770 W. State S1. #204 Boise, Idaho (208) 860-7554 ~ ~ ~ File N~me : Eagle & Franklin PM Site Code : 00002 Start Date : 11/28/2805 Page No : 2 EagleRolld F.-n"'in Ro~d From North From E.t fl. Start T_ Ri ht Thru LefLLbl'lU~1 i RiifJ1t ! Alalt Hour Analysil From 04:00 PM to 05:45 PM - Peak I of I Peak, Hour for Entire Intersection BlCgins at 04:30 PM " 04:30 PM I 52 369 32 1653 I 38 04:45 PM I 43 337 28 408 f:; 3\ 05:00 PM 42 338 25 405 I 32 05:\5 PM I 39 371 2\ 43\ I 27 To,,"l Volume 176 \415 \06 \697 128 tJ 555 I 72 103 76 25\ 1444 581 i 74 116 74 264 14611 550 I 90 135 69 2. 1447 52~ 290 1447 2206, 335 \099 5798 I 30.5 .935 .993 ~ ~I 'r. 9~~ ~i-. W~ W.,,- ;~, ti.:.-.. ~a:- ~}; '" u~;~ ;i ~." I ~, .,. '" I .~"{1 ~~ ~ ,.. ., !i ~ . ;;; <> " 'l! ~ '" " liJ !f; ''lj!I ~~ !o;;, ::: Tech: Judd/Robinson Counter? 08-4458/4459'" Location: Eagle Road / St. Lukes Drive Control: Signalized " .I ;01 E8leRo!d ill From North fJ'lt.-t T;;:;;~ r Right I Thru.!: L~ 07:00 AM j 18 404 26 07:15 AM I 33 493 27 07:30 AM I 24 468 34 .07:45_~M I 34 480 33 Total I 109 1845 120 '. 08:00 AM 08:15 AM 08:30 AM 08:45 AM Totlll Gram Total Apprch ~ Total ". '" .' 46 425 28 389 19 309 34 351 127 1474 30 42 36 28 136 236 3319 6.2 87.1 2.9 41.3 256 6.7 3.2 lil '<? !~ ~ Ll 1~,-1" . .-----,~ ~ ., 1--' 'C ~! I ~I"~N; I ~;:! "], ;-!I In.l!-t j U I W~ . r.;;> yo>~ Cil,~:ll: lJ"f'i CJ&n: - '... U ~ ~ '" A ,Tcilil 448 553 526 5.47 2074 I 501 I 459 I 3641 413 1737 ! 3811 I 38 47.5 II ~:~ i:tI~ " " L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke AM Site Code : QD001 Start Date : 11/29/2005 Page No : 1 Group.Printed- All V ehicll!l ~ Sf. LulleS:'Drlvt ' Eagle Road From Eut I From South Thru I Left i ... T..I : Ri!!!t I Th~ Left : _ Teal Ri 3 14 18 I 55 303 26 384 I I 12 17 I 44 409 38 491 I I 30 40 I 39 396 36 471 I 5 21 lLL. 64 458 44 5ifi I 10 77 107: 202 1566 144 1912 I I 4 9 6 20 4 5 6 3 18 19 I 57 3 78 ~ 57 23 I 62 3011 42 25 I 60 347 40 25 I 67 408 43 92T 246 1439 182 199 I 448 3~ 326 ! 11.9 79.5 ~, 8.6 2.5 I 5.6 37.4 4.1 4 2 2 5 13 II 16 17 17 61 23 11.6 0.3 138 69.3 1.7 ~ Road ~ ..::1iL ~ ~ ~' L.l!ill- I I ~: ~9 2S61 ~J I t ... .... i North /11129/2CKlS 07:01 AIW I 11129tl200S -.S AIW I AlV_ I :,! .,. ~~l T~ R'~ . I ~' L ~' 7' i 728S\, ~ If! To'-! :{~~ 4921 410 I 447 I 518 : I 1867 : I 9 9 9 28 6 ~ 3 20 21 24 19 30 94 3779 I 49 I 20.6 47.1 I 0.6 32 13.4 0.4 157 66 2 '" yCh ~~ .--i~~' q, i . =~, r- ~ ,r-~. ~ !"~ <; 873 1083 10l'J6 1167 4189 28 38 34 42 142 1040 930 870 998 3838 238 1 8027 31 (t ~.i .' ~ ~ ".,:1 ,~ L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 L~~' Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized ;:;" '. "' .' ~ File Name : Eagle & St Luke AM Site Code : 00001 Start Date : 11/29/2005 Page No : 2 !~~~~~I~-~~ EJgi~~Rold --~ I St. Luke Drlve-~~~~gl' R~id l....~_~_M From North From EMt I From South ~art Time I Rigb,l ; Thru iieft , App,11IIa1 I Riaht ! Thru I Lcft~, TdOll I Ri~t f Thru I Left r~, To..LlBJ t Pea. Hour Analyais From 07:00 AM to 08:45 AM - Pea4 1 of 1 Peak Hour fir Entire IntCllSection Begins at 07:15 AM 07:15 AM: 33 493 27 5SJ ! 07:30 AM I 24 468 34 526 I 07:45 AM I 34 480 33 547 08:00 AM I '" 425 30 Total Volume I' 131 1866 124 ~Apr' T*I, 6.4 87.7 5.8 PHF .745 .946 .912 2121 I f .962 I 4 9 6 1! 4 23 21.3 .639 r 4 9 4, 491 i1 471 I ~66 1 1 5 4 II 10.2 .550 12 30 21 II 74 68.5 .617 11 .w 32 19 108 44 39 c;, 57 204 10.1 .797 409 396 458 378 1641 81.2 .896 38 36 44 57 175 8.1 .768 :;:1 2 5 6 14 13.9 .583 2020 18 17.8 .500 .675 I .892 :t:( f.~ I E~Ro8Il' I ~:: !':: r;: \: 1 I 1 1 6 ' : I -' I I R1't TIiu Lefl- I 4' r 4 ~ I I, ... I ~ L I I I Peak Hour Data I.' Ii .... ~~~ J-.:..j ~ fOi .. I '-' n<a1l-1 ,~ 1-0 I 1-' ~ o 0: I ij ~' <-.~ t ..lO!~r---j II~-. I ::H.SlIlinS-iilO7:15AM 51 ~ '----! i wI- ~ 2~ ~ ~ . ,- I '''''- ::l. CiS1J~ ~~I; ~. r- < 0'''': Uil:.... r~~ ~.. u ' I , i I ! , i I I I i I .... i i II I 4l., I r+ , ~ i , I '11 D:95il] ~; r I OUt fin' T..-, f "".......0....... ;I! '" i:O!I '11 ~ ~E '--' 17 18 13 21 69 68.3 .821 Id~3 1066 1167 1040 4356 22 29 22 28 101 .871 .933 " ., ;I; :W: :. ~I ~'b", iI,;,,,,::, ~W"' "!! ~ ;-; '" Tech: Judd/Robinson Counter: 08-4458/4459 ~ Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 '" File Name : Eagle & St L4I<e PM ~ Site Code : 00001 .. Start Date : 11/28/2005 Page No : 1 ~~ .. ~--~"'~r"~-" ~Ie Road 1 1 From North Utart . - . b.t; ThIU~1 ~T. I 04:00PM 19 376 22 417 04:15 PM 1 32 394 20 446 04:30 PM i 22 389 25 436 04:45 PM 1 24 406 10 440 --Taal 1 -i7-.s6S" 77 1739 I Ri ht 39 24 41 45 149 05:00 PM I 20 441 05:15 PM: 23 440 05:30 PM 1--:2 443 ~:45 PM 2J" 438 Total I 103 1762 6 8 6 9 29 115 1 134 I 88 I 46 383 467 471 481 42 55 41 23 161 4 5 4 4 17 69 74 43 19 205 537 I 38. 463 I 34 471 i 25 505~ 1976 i /13 19 475 10 424 13 4191 17 442 59 1760 43 29 39 46 157 o I 6 2 9 1894 Grand Total Apprch'% TotaI'% 200 3327 5.5 91.6 2.2 36.7 106 2.9 1.2 3633 310 39.9 40.1 3.4 35 432 4.5 55.6 0.4 4.8 777 183 3705 29M 4.4 88.7 6.9 2 40.9 3.2 4178 198 42.5 46.1 2.2 21 247 466 4.5 53 0.2 2.7 .J; 5.1 9054 8.6 ;J , E~Roall I 0lIl' .~ In ~ I m I : I ~ - - i I " 'ft' 1 · I I r Left I ~ ' 4 '~ ill I 1 I fo - I I I I II! I , l'!~ !~~. IC ~ " ri I . ....::tJ'. ~ .. U ~1i----.J ~"'fr ~"!!.l ,~ ~" 1-' Nolth . '~l c::...J C .~" J :r1 i n ~ f'lIi I . -. 111/28/20115 04:00 PM "1 '" ~-~Li ~~ I /11/28/2005 05:.t!i PM 1 [j I r::!j ~. ~ .-----. I en" I .r-i~cJ ~ i US '~~ ~ ~ Afi"""'" ' .... L~ ~ .... ~l_ I ~ I ~ i. I '7 , I em ' , Odl IJl _~ ~ "" . c..... 0, I' 'Ii ;:;. w 40 34 24 24 122 78 69 55 .:: ~ II ~t . ~ ~ :ell: ;iO"I L2 Data Collection 1770 W. State S1. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke PM Site CCWe : 00001 Start Date : 11/28/2005 Page No : 2 Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / S1. Lukes Drive Control: Signalized T----'---E~le RO$)I ! Fr m North I SttI1 Time; i RighLL Thru P~ Hour"'nalysis From 04:00 PM to 05:45 PM - Peak I of I Peak Hour fClr Entire Intersection Begins at 04: 15 PM " 04:15 PM I 32 394 20 446 04:30 PM I 22 389 2S 436 04:45 PM I 24 406 10 440 05:00 PM i 20 ,<<1 6 ~7 T_ Volume i 98 1630 61 1789 .." AtlP. T~I i _~.:?---2J) 3.4 I" PHF I-,--"Z!i~~ .610 .958 .~ 1151 1173 1151 1197 4672 .976 ~~ ~ ;tj I-'!~ .. LJ '~ .~,-- , c::l~ I ~;>, . r-, 'n I !..---. j. U , WI- . ,.........., : I&n:- tiS! ,--,~fi' 8: "'~ ,1- I i2"~ ~ s:,~ rl " Ib 't,j~h ~.. ~ ~-~O ~i AU L-! .--:;:...,1 n~' + ~~; K:~ eJ1I- is: I ! '~r. I ~ ~ ~ I. ~ s " 1.\ ." ;, . ~ }' ~l lei! ~ (li~ )I :.; . :1 L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Touchmark & Franklin AW Site Code : 00003 >. Start Date: 11/28/2005 Page No : 1 11.' Tech: Angie Counter: DB-4148 :~: Location: Touchmark Way / Franklin Road Control: Signalized ~~~ Printed- 11 Vehicle!! ~~_-,-~~~~~~~~---~ Touchm,r~ W" I FOUIldin Ro~ TouchmarlllWay" FrlllJlIIUn ROlId , From North From East Frllln Sooth i From West : T Thru i ~~ T~ Right! Thm i Left~, n_ I Right I Thru L!,e.1!l~J""! I Riltht~! Thru! Left i ^ In!. ToJU o 0 0 0 I 0 84 11 95 i 4 0 1 5 I 5 138 0 243 . 0 0 0 0 0 116 7 1231 I 0 0 I ! 9 144 0 277 07:30AM I 0 0 0 01 0 102 9 III I 0 2 3/ 10 201 0 325 ~7:45 A~()~~..--JL_~~ 0 0 , 0 167 21 1881 4 0 2 6 : 13' 172 0 79 Total I 0 0 0 0 I 0 469 48 517 10 0 5 15 i 37 655 0 1224 08:~ AM 0 0 0 0 1 126 15 142 I 5 0 5 10 16 145 1 162 314 08:15 AM 0 0 0 0 0 98 19 1111 2 0 3 5 10 141 0 151 273 08:30 AM 0 0 0 0 0 125 14 139 3 0 5 8 6 139 0 145 292 08:45AM. 0 0 0 0 ~() 101 13" 114 2 0 3 5 9 140 0 149 268 ~~-~~-~~-~_. 0 0 I 450 61 512 I 12 0 16 28 41 565 I fi)1 1141 Total , 0 0 Grand Total 0 0 0 0 I 919 IOf 10291 22 0 21 43 18 1220 I 1299 2311 Apprch <jf, 0 0 0 0.1 89.3 10.6 51.2 0 48.8 6 93.9 0.1 Total % 0 0 0 0 0 38.8 4.6 43.4 0.9 0 0.9 1.8 3.3 51.5 0 54.8 ~ Touchrr;ar\< Way I CU ,In' ~ I ~~ ' ~jJ I I I I I 0" Q1" OJ ~ 1 Left j ...~ 4 ! ... i I i ~ ,~ I; .. '" " ---- Jtf' .A. ~~ I!~ I - ~o 1-:"'11 O~... i ~ i!!f ~i ~ '-' 1!...J-1" 6l@l lIJ ~'>----'f!5' _~_' ! >)foJ fi i 1 ~;~ -I~ ..t~ Q. i- .E,?'! ! ig 2 "" 0-' N~--+ 1112812005 07:l'Ill AM - "'_::l'",,:,,~1 10 1112812005 tl8:4S AM 2,~ ~, n i t::l'K ~~ l{jz. r' I " ~- ,--'" \~tt" ~ U ... ~~~ , Ci il~ . !); ~~ " ... "'-i , r I I I "ell ~ R~~t :.11 01 2' , CiliJ ~ ~ A <illl Ir1 T alai A ;;; .' :,: ~~ '" ..r.. , S'f~ 0;, :! ~, L2 Data Collection 1778 W. State St. #204 Boise, Idaho (208) 860-7554 . 't' Tech: Angie Counter: DB-4148 Location: Touchmark Way / Franklin Road Control: Signalized .. . -' PCIlk Hour for Entire Intersection Begins at 01:15 01:15AM 0 0 0 0' 01:30AM 0 0 0 0 01:45 AM 0 0 0 0' 0: Tot ,,\ T~rk WIly '" ~ In I TO~~ I~I I 0, ' o! :Jht iru lC ... ~:~ ~ I ~ Peak Houp' Data . ~ a;,,~,: hi .... j '-----' i I... ' o r.::: ~ .5' t:1 ~: 2 .,' u1 I<DI~-' _'<3 ~:s;- il'~ 'I"" ~ LJu..... I p~HoiirBeint~07:15~ I , A~"""" , .... I North fI' ~ ". '" w .,. ~ Diil ~ Dii1 0Kl ~ Toll!ll lQ 'r. ;t;:: .' ~t: 1~ ill' I;i File Name: Touchmark & Franklin AM Site Code : 00003 Start Date : 11/28/2005 Page No : 2 T ,'t{f t' .842 .854 . " '. ~ . ~fL~ ;3:: ; I e, :!' H : n .~~ ~; ! , ; I 4-2 !~~ 1:5' ~ t=..- i !::J i' r-! ! : ~ It ~~Ct~_J ~!-I ~( :N,5l ct~ ~~ "' . --- '-I :[lJ: .-,:, '" . ~-:;; '! ~r .. :,;:! ,., ~'I", dill. ~....~ '.". I. ~ ~ ~ ii.' ~' , , . 1f..~ :"i " II I: " .. IJ' :? .rl, :...:: i!: '" ~ !'; (.) 1>:( '" 1< . ~ . ;:; .~ . $ ., ',~/ ;m ~ '::I l< ;~ . ~ ~i >.l '1 '" II " ~ "- )I ;~ '1' :~~ ., 1 ~ !J~ rl iii 1r" ~~ (& '" " " .. .. ~ Table of Contents " ~o( IN'TR.ODUCTION AND SUMMARy........ ...........,.........................,.,...... .............................~,. :::... 1 Purpose of Report and Study Objeetives..................................................................................... 1 Execfitive Summary...... .... .........................,...................,................................. ...,................ ~...... 1 " PROPOSED DEVELOPMENT...............................,............,.,.......... .......... ..........,........................ 3 Site 1..acation.................. ,........,. .........................'..M........ .....,................................................ ~..... 3 ~ .. Land Use.................. ,................... ,..... .......................... ......,......,........... ...... ..~................. ...."!......., 4 ~ Site Plan and Access l't................................................................ ............... ...,...........,.......... ......... 4 Development Phasing and TiIning ........................,. '" .......,... ....................... ............................... 4 ~: 'IIi STUDY AREA CONDITIONS ............ ....... .... ........ ....... ....................... ....................... .................. 4 ~ 4 Study Area............,........,....,........ .....,..................,.........,.......................... .........................,......... 'r, I!I . " ~ ANALYSIS OF EXISTIN"G CONDITIONS ......".....................................,..,................................. 5 Existing and Future Traffic Volumes ..........................................................................................5 Study Inter~,ection Level of Service............ ...................................... ............ ............... .~..........,.. 5 E .. C " di . Le I f S . 6 -' XISting on tions ve 0 ervlce.......................................................................................... - .-. ~ U,I /;; ill PROJEmED 'fR.AFF'IC ................................................................................................................. 9 Site Traffic Forecasts... .......,........,..,... ........,................................,...,..................,.... .... ................ 9 - TRAFFlC AND IMPROVEMENT ANALYSIS ......................................................................... 11 Study Intersection :Level of......,................ ...........,................................ ............... ........ ........... .., 11 Roadway Improvements....................,................ ..............................,..................,... ..............,... 12 Roadway Improvement Level of Service ................................,..............................................'.. 12 (~ """ CONCLUSIONS AND RECOMMENDATIONS .......................,............................................... 16 " :~ APPENDIX......... ....... ,.. ...................,................................ .........................,...,.............................. -18 :tii !.I~ ;~ ~ IJ! Y.t~ ~ ~, ~ ~ (~ (.) ",'I lPo' :~: ~ ,. .. ~ 00 1lJ~ ~ .I~ [M '" r, ,. Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO .. ,'Ii INTRODUCTION AND SUMMARY (~ PUl'pose!i/Jf RefJDrt and Study Objectives . The purpose of this traffic studt is to identify the traffic impacts assQCiated with the proposed Meridian Gateway Development on the existing road network. The study objectives are to describe the development, define the study intersections, and estimate trip generation and distribution for the site, analyze existina and 2011 AM and PM peak traffic conditions, describe the traffic impacts of the site under existing and 2011 AM and PM conditions and reconfinend improvements to mitigate traffic impacts-iJi Executive Summary ::,t; .' Site Location and Study Area. The Meridian Gateway Development is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho. The intersections counted were Eagle RoadlFranklin Road, Eagle RoadlSt. Lucas Dive and Touchmark WaylFranklin Road (see Figures 1 and 2). Figure 1: I".~tioll of &gM RtJOdI Fran1cli1I ROfId ~ ~.. r _ __ " .l!... ~. '.I !<i ,~ . !I' j, " x · 1 Horroch EngiDlers . :il tlj 11 ~'-?J; ',"'U ~ Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO ~ ~ ~1.; ~) oc; :['1 ~ V:! Development Description. The Meridian Gateway co~sists of approximately 208,000 sq, ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right-in-ri!J1t-out only access on Eagle Road, one full access on Franklin Road and~ one full access on St. Lucas Drive. Under full build conditions the development is expected to generate 6,876 new daily trips. Of these trips 449 will OI:cur during the AM peak hour and 655 will occur during the PM peak hour. 0, #1 rJ, :J ,~0 J\1~\ i< /JVi?7 Principal Findings. During the existing AM peak hour the Eagle RoadIFranklin Road intersection operates at LOS C and Eagle Road/St. ~ Drive and Franklin Roadlfouchmark Way intersections operate at LOS B. During the elistin'g PM peak: hour the Eagle RoadIFranklin Road intersection oPerates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Roadlfouchmark Way intersection operates at LOS B. '" . - After traffic generated by the project is added to the rJadway network the study intersection of Eagle RoadlFranklin Road experience an increase in delay and will operate,.at the LOS E during the PM peak hour. . The intersection of Eagl~ Road/.St. ~ Drive is expected to operate at LOS C, The Franklm Roadlfouchmark Way mterseCtion IS expected to operate at LOS B. \i k,\l~ " Conclusio~ and Recommendations. The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide ad6quate traffic safety and operations on both Eagle Road and Franklin Road. 'l11e following recommendations are given: li "J Horrocks Engi~rs !J '" 1(-: ~~ j.!~ 'I ''- ,. 2 Ihl ~ ~..\'il ~ Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO . The intersection of Eagle RoadlFranklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. ,~ The intersection of Eagle RoadIFranldin Road should also include an exclusive right turn ~, ~. r, lane in the westbound direction of travel. This may occur as part of a ~ture roadway improvement project. ._ tvl~ .. .. The intersection of Eagle RoadlSt. ~~Drive should be re-striped to include an exclusive left turn lane, one shared thru~ lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes are more desirable ~ to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes, . The development should provide exclusive right-turn and left-turn outbound lanes and exclusive right-turn and left-turn inbound lanes at all project accesses to improve traffic operations. Left-turn lanes are not required at the right-inlright-out access. ;; ~ ;iI! - :::..: .)~ "I~~~ \V\ I'M ~ 1. ~ ~ No additional off-site miti~ations are required to provide adequate traffic operations. PROPOSED DEVELOPMENT '," ~ ~ Site Loctltiqn ~ The Meridian Gateway Development is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho. The site location is shown in Figure 3. .. Fipe 3: Sit" Location Horrocks En,giI1ters ''- ~ 1I ''- ~~ >ocI ~ Ili ~ ~ 01 ~ .1 o 3 '!: ;~ i'i'~'!i! ". ~ Meridian Gateway, Traffic Impa~t Study S MERIDIAN, IDAHO" ~ ?g Land Use ~ The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices, 77,~ sq. ft, of commercial with 1,197 total parking stalls. ,", Site Plan and Access The site proposes one right-in-right-out only access on Eagle Road, one full access on Franklin Road mid one full access on St. Lucas Drive. A suggested driveway pavement width of 36 f~t (face of curb to face of curb) would allow for three 12 foot lanes plus curb and gutter on bOth sides of the driveway. '~ :': Development Phasing and TIming Only the full-build condition was analyzed in this report. No project phasing was assumed. !1< STUDY AREA CONDITIONS Study Area The intersectioq~ studied for this report were: -:t Eagle Road and Franklin Road: This is a four legged signalized intersection. Eagle Road southbound has dual left turn lanes, two thru lanes and an exclusive right turn lane. In the northboufid direction of travel, Eilg1e Road has dual left turn lanes, two thru lanes and one "trap" right turn lane. Franklin Road eastbound is has dual left turn lanes, two thru lanes and an exclusive right lane. Franklin Road westbound has dual left turn lanes, one thru lane, and one shared thru-right lane. l~ Eagle Road and St. Lucas Drive: This is a four legged signalized intersection. Eagle Road southbound has a single left turn lane, two thru lanes' and an exclusive right lane. In the northbound direction of travel Eagle Road has a single left turn lane, two thru lanes and one shared thru-right lane. S1. Lucas Drive i~ a three-lane road with a single left turn lane, one thru lane and eJlc1usive right lane in both the eastbound and westbound directions. '. 'II! ifI", ~ .. .. -, Franklin Road and Touchmark Way: This is a three legged sigIfIDized intersection. Franklin Road is a three-lane road with a single left turn lane, one thru lane and shared right-thru lane, Touchrnark Way is two-way collector. .' The studied intersections are shown in Figtite 4. ... 'I ~ ?i Horrntks Engilleers ~ 4 ~;ri:.. '" ~ '~ )..1: :, f!': \l: ;~ ill ~:ifI.~: :1 . ,. Meridian Gate~ay, Traffic Impact Study II MERIDIAN,IDAHO :l! ~ , '0', ANALYSIS OF EXISTING CONDITIONS '.V Existfng and Future Traffic Volumes Traffic counts for the AM and PM peak hour were performed for the study intersections by L2 Data Collection in November 28, 2rn6. Full details of the AM and PM traffic counts are presented in Tables 1 and 2 in appendix of this report. Study Intersection Level of SelVice "Level of Service (LOS) is a term used by the Highway Capacity Manual (HCM) to describe the traffic operations of an intersection, based on congestion and delay. It ranges from LOS A (almost no congestion or delay) to LOS F (traffic demand is above capacity and the intersection experiences long queues and dela~), LOS C is generally considered acceptable for rural intersections. LOS D is acceptable for urbanized intersections. LOS E is the threshold wheh the intersection reaches ,capacity. For two-way stop controlled intersections, average intersection- wide delay and LOS are not dermed by the HCM. Therefore, for these intersections only tl1e minor street approach with the higllest delay will be reported. The following tables summarize LOS delay criteria for unsignalized and signalized intersections. 't' . ~ 1) >Jl ~ :!!: Horrocks Engi~rs 5 ~: t; \t ~ ~~/IiT' II ~ ~ ;1>1 w Meridian Gateway, Traffic Impact Stwly MERIDIAN, IDAHO l', "' T ble! WS lJ; . ~ dlntc Crite' . a . - nslXI << rsections na '11 Level of Service A veragt Control delay (slveh) A . l.l 0-10 B I > 10-15 C > 15 - 25 D > 25- 35 E > 35 - 50 F >50 Source: Highwa1 CapacitJJManual (HCM) 2lJQO, Transportation Research Board National Research Council, Washington D.C., 20i0. T b 2 WS S' liztdl C' . '~ :>' a Ie . - lilllllD ntl!rstctions 'riteria Level of Service A verqll Control delay (slveh) A <10 B " > 10-20 C > 20 - 35 D > 35- 55 E > 55 - 80 ~; F >80 ~~ SOILl'Ce: Hig-'way CapocitJ Manual (HCM) 20fJ0, Transp.tation Resoarch BQlIfd National Research Countil, Washington D.C.. 2000. '" Existing Conditions 'Level of Service For this report, the LOS was calculated using the Synchro SimTraffic software package. The following tables summarize the LOS for the study intersections during the 2006 AM and PM peak: hour without project added to the roadway network. Tablll3: 2(J(J6 AM and PM Tro/fic AlMllftis SUia1lllU'ih without Proftct Tro.fj 'c IntenectiODS 2086 AM 2805 PM ~Jay (see) LOS DtJay (see) LOS Frank,Ijn Road and Eagle Road 32.4 C 51.5 D Eagle Road and St Lucas Drive 34.4 C 26.7 :Il C Franklin Road and Touchmar~ Way 15.5 B 11.9 B ~ As sgown in the table during the existing AM peak hour the Eagle RoadIFrcwklin Road and Eagle Road/St. Lucas Drive intersections operate at LOS C. The inter~ecdon of Franklin RoadlToiichmark Way operates at LOS B. During the eJlisting PM p6k hour the Eagle RoadIFranklin Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin RoadfTouchmark Way intersection operates at LOS B. Existing AM and PM Peak Volumes and LOS are shown in Figures ~and 6. :i..t.ti: ~ . t~ ~ , Hdrrocks Engiweers 6 ;fl !l I",~ ~ ~ ~, .-- Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO ="!! i:'1 1f ~ ~ :~ ~ OJ ". '. F. 'Ii ~: Capacity analysis was also performed for 2011 AM and PM conditions without the project. lhe N growth rate was calculated based on historical data and future travel demand projections from . . Horrotks Enginllers~ = -:::: (;; 7 " :? :H' ,~ t!fi~ ~ ~; l' ." - ril Meridian Gateway, Traffic Impact Stuliy MERIDIAN, IDAHO :':4 COMPASS (Future traffic volu;hes for 2010,2015,2025 and 2030 are attached in Appendix of this report). Full details of the future traffic volumes are presented in Tables 3 and 4 in Apptmdix of this report. As shown in the table below, during the 2011 AM ~ak hour the Eagle RoadIFranklin Road ~, intersections operate at LOS D. The Eagle Road/St. Lucas Drive and Franklin Roadffouchmark Way intersections op~rate at LOS C. During the 2011 PM peak hour the Eagle RoadIFranklin lWad intersection operates at LOS E, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and intersection of Franklin Roadffouchmark Way operates at LOS B. 2011 AM and PM Peak hour volumes and LOS for these intersections are shown in Table 4 )} Tablt 4: 2011 AM and PM TraJfic Aulys;. Su..uitS without Profect 1'rafflc Intenections 2011 AM 2011 PM ~. r . Delay (see) LOS Delay (see) LOS Franklin Road and Eagle Road 35.3 D 63.4 E Eagle Road and St. Lucas Drive 24.4 C 29.4 C Franklin Road and T<lUchmark Way .. 20.7 " C 12.1 B <l> 2011 AM and PM Peak Volumes and LOS for these intersections are shown in Figures 7 and 8. . :OJ ~! ~ ,~ ~ ~ ~ ~l ,,> ill ;-;~ '. ~ .. . Horrocks Engineers 'I '. fi ~ ;1 8 ~ ~ !) l'J:;~ijJ Meridian Gateway, Traffic hnpact Stu~y MERIDIAN, IDAHO " ~ :1 .~ PROJECTED TRAFFIC lj'! ... . ;; Site Traffic Forecasts ~ ~ Trip G.n.ration.. The Institute of Transportation Engineers' (ITE) Trip Generation manual, 7th Edition was used to calculate new trip volumes. 25% pass-by was applied to the Shopping Center. This was based on ITE (Refinement of procedures used for estimating pass-by trip ptrc~ntages, 1992 rrE Journal, pp. 13 - 16. Moussavi, Massoum; Gorman, Michael). The following table summarizes the results of the trip generation fBr the proposed development: Table S: Trip Gi!fleration - Meridiall GaUwa, ~~ >'! . ~d UIii ...~ VafliibIif Qi.Il@ltlty o.uy Welkcr.y'AM ~ MIl HQlllr T~ ur ~ Trl9I' ToW n' out In CUI GmlndOffille II 10<ll Sq. "147" Buildina 710 Ft.GlA 108 1:1189 167 88t!> 12~ 20 161 17% 27 83" 134 Mr.dical Offictll 720 1000 Sq. 100 3613 248 79% 19.6 21% 52 315 27* 85 73... 230 BuildinK Ft.GlA Shoppin!p Center 820 1000 Sq. 77 3306 79 61% 48 39% 31 289 48* 139 52'" 150 Ft. GlA SubtlWlI 8108 494 794 391 21e, 103 765 33'j(, 251 67% 514 Internal Cap(Urt'(5CJ1j) 405 25 79'1 20 21% 5 38 33% 13 67% 26 ShQilping Cehtet Passby (25q(,) 827 20 614 12 39" 8 72 48% 35 52" 38. Total New Trip! 6876 449 8(l1jf, 359 20" 90 655 31" 203 69% 450 '!l fi ~: ". ~ " .. Horrocks Engineers 9 " :!l~ 1t~ '&f ,toI Meridian Gateway, Traffic Impact SllIdy MERIDIAN, IDAHO . ~.jr As shown in the table, the proposed development is _expected to generate an average 6,876 daily new weekday trips. Approximately 449 and 655 ot these trips occur during the AM and PM peak hours respectively. Trip Distribution. The trip distribution was calculated based on the existing traffic counts and assumed travel paths. 35% of project traffic was assumed to travel to the north, 10% to the east, 35% to the south, while the remaining 20% of project traffic was assumed to travel to the west during the AM and PM peak hour. ':ot< I . Assumed trip distribution for proposed development shown in Figure 9. ...'11 (t ~ ~8 :!: Figure 9: Trip Distribution - ~ Gateway ~ ;:) ~, :<.l ~ ~ . ~ :-~ . Volumes generated from new development with assumed trip distribution for AM and PM peak hours are shown in Figure 10. .., ~ r, ~ II '-, l'!l !} " ~ =-= ;, ''- fot " HorrQ(!ks Enjineers 10 . .1. ~, Il' '" (t ~ ,Y, .: t': ~ . 'II ;u, ~ ___~ OJ. '~I ,:& ''- t - --<'C', jj t :~c-~ r ~~! ~'ill! 'WL ,.j~ ~o( 'I TRAFFIC AND IMPROVEMENT ANALYSIS '. Study Intersection Level of ~ Without improvements with the new project traffic, during the 2f)()6 AM peak hour the Eagle RoadlFranklin Road intersection o~rates at LOS D. The Eagle Road/St. Lucas Drive and Franklin Roadlfouchmark Way intersections operate at LOS C. 1b.e new proposed access I otl ~; Franklin Road operates at LOS B, access 2 on Eagle Road and accl'ss 3 Q,Il St. Lucas Drive are expected to operate at LOS A. During the 2(1\)6 PM peak hour the Eagle RoadlFranklin Road intersection operates at LOS E. The intersection of Eagle RoadlSt. Lucas Drive operates at LOS D. The Franklin R6adlfouchmark Way intersection operates at LOS B. The proposed access I Ii '" operates at LOS B and access 2 on Eagle Road and access 3 on St LYfas Drive are expected to operate at LOS F. Peak hour volumes and: LOS without impfovements for these intersections are shown in Table 6. ". II :;] ;;; . Horrocks Ensineers "' 11 . ~} II! t' ;t;1I~ '" i1 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO ;0: :-: ~ Table 6: 2006 AM and PM + Pro;ect Tra ru: Jtl'lalyS~ Suml7lll1Vs without imDTOVMI.ts Intersktions 2806 AM 2006 PM Delay (!lee) LOS Delay (iee) LOS ;; Franklin Road and Eagle Road 40.5 D 71.2 E Ea~le Road and St. Lucas Drive 23.2 C ~' 38.2 D F~ Roai and Touchmark Way 24.8 C 18.0 B Access 1 (Franlllin Road) 13.6 B 14.2 B Access 2 (Eagle Road) 6.4 A >50 F Access 3 (St. Lucas Drive) 3.3 A >50 F ~ ~ Roadway Improvements ill The 2006 and 2011 plus project CQnditions will require modifications to the Eagle Road/Franklin Road and. Eagle Road/St. Lucas Drive intersections to accommooate background growth and project generated trips. . '~ . The intersection of Eagle RoadlFranklin Road may be reconstructed with three northoound thru lanes in the future. When and if this ~curs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. . The intersection of Eagle RoadIFranklin Road should also include an exclusive right turn lane in the westbound direction of travel. lbis may occur as part of a future roadway improvement project. . The intersection of Eagle Road/St. Lucas Drive should be re-striped to include an exclusive left turn lane, one shared thru-Ieft lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phas1'hg for these movements, Ultimately, separate dual left turn lanes are more desiraqJe to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way _should be preserved to provide the extra pavement width for these lanes. ~ . '111e development should provide exclusive right-turn and left-turn outbound lanes and exclusive right-turn and left-turn inbound lanes at all project accesses to improve traffic 'l operations. Left-turn lanes are Ilpt rMuired at the right-inlright-out access. . :> oj ... Roadway Improvement Level of Service ;;; Level of Service (LOS) was calculated with the Synchro SimTraffic software package. 2006 and 2011 conditions were analyzed with the new project traffic added to AM and PM peak hours, The results of the existing conditions analyses, without the project traffic, are repeated from above for ease of comparison. The following tables shows the results of the analysis for the year 2006 ~ and PM peak hour conditions. l'i ;~ ~ 12 ~~ Horrocks Enjineers .. S: " I" " ~~~i! IS!).~, " 101 Meridian Gateway, Traffic Impact Stlldy I. MERIDIAN, IDAHO Tabl. 7: 2006 AM Traffic Ainalvsis SumrtUlTW with Proi~ct Traffic Intersections "' 2006 AM 2006 AM + Project (Improved) " Delay (see) LOS Delay (sec) LOS Franklin Road and Eag1~ Road 32.4 C 35.3 D ~ Eagle RolId and St. Lucas Drive 34.4 C "~ 22.3 C Franklin Road and Touchmark Way 15.5 B 28.3 C Access 1 (Franklin Road) - - 12.8 B Access 2 (Ea81e Road) - - 7.6 A Access 3 (St, LQ&as Drive) " 3.6 A - - . Table 8: 200f PM Troffic Analvs;. Sumnuzms with Proifct Traffk Intersections 29011 PM 2006 PM + Project (Improved) "' Delay (see) LOS Delay (see) WS Franklin Road and Eagle Road 51.5 D r- 57.6 E Ea&le Road and~t. Lucas Drive 26.7 C 24.8 C Franklin Road and Tow;hmar5 Way 11.9 B 12.1 B Access 1 (Franklin Road) - - 7.2 A Access 2 (Eagle Road) - - >50 F Access 3 (St. Lucas Drive) ,- - - 6.7 A With improvements and new project traffic, during the 2006 AM peak hour the Eagle RoadlFranklin Road intersection operates at LOS D. The intersections of Eagle RoadlS1. Lucas Drive and Franklin RoadfI'ouchmark Way operate at LOS C, The access 1 on Franklin Road operates at LOS B, access 2 is expected to operate at LOS A and access 3 on S1. Lucas Drive is e~pected to o~rate at LOS A. During the 2006 PM peak hour the Eagle RoadlFranklin Road intersectilm operates at LOS E. The intersection of Eagle RoadlS1. Lucas Drive operates at LOS C and Franklin Roadffouchmark Way intersection operates at LOS B. The new proposed accesses 1 and 3 are expected to operate at LOS A and ~ccess 2 is expected to operate at LOS F, s: . Although Access 2 is shown as operating at LOS F during the PM peak, it is expected that ve-Wcles will choose to take alternative routes (i,e. Accessl or 3). The simulation software does not~ynamica1ly re-distribute traffic as would occur in reality. The overall traffic operations are . expected to ~ better than LOS F. 2. ~\ Traffic volumes, delays and LOS for 2006 AM and PM peak hours with the development are " presented in Figures 11 and 12. ;POl II 0;: ~ Horrocks Ensineers '" ~ 13 It; 'ii. Iii J.j i\ ~, ~:' .: ;". ~ ~ >< Tech: Angie Counter: 08-4148 Location: Touchmark Way / Franklin Road Control: Signalized ,--~~~~~' I . I Touchntlirk WI'y From North ime I RiI!lt I Thru I LeftT 1\ 04:00PM I 1 0 0 04:15PM I 0 0 0 04:30PM i 0 0 0 04:45 PM~~ 1 0 0 Total I 2 0 0 "" IJ: 05:00 PM 1 I 05:15 PM 1 05:30 PM I 05:45 PM I Total , GtaiW Total 3 .pprch" 100 Total ~ 0.1 ;> . 1& o o 1 o 1 o o o o o o o o o o !1\lta1 ~I 01 11 21 L2 Data Collection 1770 W. State St. #204 8qjse, Idaho (208) 860-7554 1 o o o 1 0, 0 184 o . 0 191 1 . 1 184 o! 0 184 1 I 1 743 1 7 6 8 22 185 I 20 198 I 17 191 I 12 192 I 6 766 1 55 o o o o o . o o o o o o 3 I 2 1442 39 0.1 97.2 2.6 0.1 0.1 49.6 1.3 1483 115 69.7 51 4 o 50 o 30.3 o 1.7 r-- !:ie~~t O'N iN "'u .--J wg--.1' 1 I I r~ FI~ ~E~. '....~ i m,l~1- ~ Ji I' ~~ o'~ LJ~.... LJ I; '" ... I I NlIfth . l: ~ . ~l I r I ~~I T~OI 7;' C::iB1 ~ i 2231 Odl In To" r. li! File Name : Touchmark & Franklin PM Site Code : O~003 Start Oaf~ : 11/28/2005 9age No : 1 !.~ F.~in Ro~d I ! From Welt I . T~~ ~RiF -r;3~ I ~Le~ IApp. ~~ Int. ~1~ 1 21 4 152 0 :d561 359 25 3 1t6 0 169 369 18 4 150 1 15Su ~~7 86 12 598 T..612 14.1i. 7 6 9 2 24 27 2 177 23 2 180 21 ~O 125 8 3 156 79 7 638 o o o o o 179 I 391 182 I 403 125 I c.;338 159 359 645 I 1491 165 19 1236 2 1257 1.5 98.3 0.2 5.7 0.7 42.5 0.1 43.2 2~8 ~ n J": ~;o ~; I .~~ -. ~ II t=J ~i ~: ' , n ~:.'H ,- ~i . ~F H : El 0 1""1 'i 8- rID, U OM ...~~ ~ .:- '" ~~( ~, (. ~l ~ .. 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Franklin Rd. 0 M .. ~700 14100 14100 N N 19200 19200' 15100 15100 15100 19800 19800 16800 '" '" ..., ~ , en ,; CD ~ 0 ,8 0:: '" 0 0 0 0 0 0 0 N 0 <> .... 0 0 ,0 M ,"" ,~ CD '" 0 <> <> <> U) CD J..I4 CD CD 1~800 8~500 en '" 80llOO '" 0 <> 0 <> I-lW 0 0 0 .~ CD en 0: '" oo I 17000 0 18 0 ;0, N '" 75600 9000 0 !Il co 5 0 CD Overlarid Rd. 0 Overland Rd 0 ,~ 0 CD .'" 0 12800 13100 18400 19700 18300 21D'l DIll 15500 1Z4 12800 18300 .200 20201Q 18700 2050 : i;i 0 ~ <> ~ ~ <> 0 0 ;:!: ~ <> '" g 8 '" '" .... ;r '! 8 oo l< :.'! l" to Association '. ~ ;:;. lib: ;i.\.: '" 114 ,~ ~.L Meridian Gateway ., Existing AM ~ 7: Franklin Road & Eagle Road Performance by approach Total Delay (hr) 11.8 7.0 I 10.0 16.4 45.2 ' 1~/f;:Ye~(s);:; ., 11.~~ "46,1 '-'21..2.. "33.9 '" 3~.4 r". ~ I 'l,t;/ll iI 'f; ~!" "'~, ,,,. . "~-,.j Stop Delay (hr) 9.9 5.6 q.~, 10.2 31.6 StEpetlV($h (!) .. 34.7 37.2. 12~5",;, 21.0 "-22.7 Total ~t~ 856 423 569 1256 3104 S~~~... m:!!,' ~q.~:r 0:8 iOi 0.34: .:;0.'i:2 !!!9.62 Travel Dlst (ml) 1164.5 146.8 364.3 ;324.2 '99!).8 ~a\ebriJ:nQ (hrh" ~ to' '~~"6.3 "1 0.6 ~ ~~8.t~~!.\~3i!' if. 68.6 ~ ~. "~~ '" ~ . ~ ~ ~~~p '" ~ 01 re lr.,' <: I ~ ...,~ ;,; SimTraffic Performapce RepQct - Defauft :0; ~ '!' . ,\; ,;,0 ~ I'...... . ~ ~~ .- . ~ ~ i~ ~_~ ;..,.......... I ...'11 ~ r-: --= " . (.) ".~ ~ 10: St. Lucas Dr. & Ea~le Road Performance b~ approach Tt'tal Del~y"(hr) .. :; 1.2 1.019.6 19.6 41.5 ' '-~. " De~ I yqti'-;s) : 43.0:" 36.0 ~35'fu,\-:-"32.8 ~,a.4" os OJ. '~~1::! [, ~~: i:". r,; . :.... ""u,,'!ii St~pele1 (hr) 1 . t 1 .0 , 15.9, 10.0 _28.0- ,~t.;.Q",e~~ (5)''' '''~, I 40.6 'a3;5~~~.0~ ~16.6 ~ ~23.2 \'1 ,;, Ii. ::!,' {W ~;~., · !' II '." I .. ,.r,..';~ , ~~~~~~.J.. ~ ~'{).K: ~o.:~,~~~:l:~'~ \W2~:~ '1 ~ ~~"f~'i,'~' ;,;~ 1'~ i ~~~ / ~ ~ "V -,,' Tra~1 Dlst (r;m) 5.8 _ a'3 159.1' 472. 7 6~.0 ~~f]irl\e (hr)"-; ~ ~ !~ 1;4""( 1.3i1!::,~:r.-411 ~0.~~}~:6 ~~"{.~ ~'F- I~ ~ "'~) . "'71.", rI' O]~ '.<ti~ t+'.. ~r~ .. 15: Franklin Road & Performance by approach - Total Delay (hr) 3.2 2:5 0.0 5.7 ' ~yll ~h ~s) ~ ~. '; · "'6..1 15.i 1","P l:"'S.2;. ~ 15.5 ~ " r?J--"'i "';"IO! i,.,.lJ':r ~ ~~ -;~"'~;I ~.r ii Ii< I':.",~~ stop Delay (hr) 1.7 1.6 _ 0.0 3.3 , , s.t~~ (s).t! ~ r~ ....p.5 ~,~ ~.~ ~..,l,?7 ~~ ~~ ~~I;P;~ ~.t,.;i+ =i"~,~-:~~4.l~~ <\i) " ~i:O! x ~.I!(b; TOtal Stops 330 343 12 685 , " - e'li .. - ~ ~,""":i1>' I'" ~)6 ,~~1 n ~8"1.,O "60 ' "'..0 r;.'/ :~. J..' ~~....Ifi . ~~.1'--'~~;r,;,; ~ ~ ~ ,'r, ~"- .S .' . u ~ ,w'-'-J ~ w.~ '~ "j'V ". i# ',:)'l1'" .' ~ --~ ;>"''''3''''j1 ~"I~<1 ',"", ~ VI "m l;.\~""'-:;' rave. Dist (mi~ 200.6 58.8 1.1 260.4 " '. ,~T~~I:Tir!Je (hr I.~...fu':i~':f!:t x.~~.9:,:<l'1;'0.1'1 11~.1 l.,l. 'M ~....~" ...,.....!~'\,;(."'.r~ ~ ~ .J~ .~" ~ '?! ~~./'~ I~ T Qtal Network Performance i ,. QSJ.I.... "l/)J h ( ~ &;. or...~ 67b.~'. . ~ ~-, - r. ~ Ii"': ~'j:iLf~J~.. I~ .I"~ I' - - ~ ,~y-~e.. SIr,) ,. -n<:-.i I U:;c _ ~":;dl :" .. I~ ~~; ~...';:;~ b~" ;>; ",""..:.. - ~'r'~ 00 StopJlelat'(hr) _ ~.O ' : 0' I - . ,", 9..t.Qevv.~h (s)~,~ ;'~:. ~ ~", I;;.. ;.: '#1.~~ II,,_/ii ~i :,'~~.i:1,.'f. ~..,I" ':11IIilt,-l~ ili,~~: ,~, ~~ ",'~ ~:..>>,~ Total Stops 6633 ' , C~/",,~~~ ",,",,~i ~.iIl" ~.;r'!. ~ ' r~1i9~~6 =!"'~";' "".' _'~ _:5I~~,--,.q~~,~..J~J!I.Jl,,'~'",-'1.lC.,...-'~YI1I~.,,"'.i.' II, ~~~~ ~_~_._~.~ 'IL"II ~ . .rlJ:n ~ _~ .. ~ ~-= i1 1'1 ~~wJ ~tioj .f'~~.~~~ I~~I" ~~;#_~ - ..~ - IllII'~~~~I~ Travel Dist (mi) , ,.. -- . TrJVel Time (hr) '" I .~ · ~ 2~4.2 ~ ~ .. .' ~&.. "'&]ri" I~r~!' '3........ I'~ ~~'" ~.I ,,~.~~::""t ~ (.) !"~ C{ ., ;:; C:"ridian Gateway\Synchro\Existing NII.sy7 Hrvoje Drozdek Horr~ks Engineers I' SimTraffic Report Page 1 ,,, . il !'I , '.' " ., ~; i~ ~ " Meridian Gateway Existing PM . ~" 7: Franklin Road & Eagle Road Performance by approach n SimTraffic Performance Report '" Default ~ rl\ '~li ~.I ~ :~ I~ .;;: ~ ,'. Total Delay (tir5 22.9 11.6 18.8 .2 D~y I~'leh..(s):ji nl.3 56.4~ rsp.7 63.0 ,'~"StClp Delay (hr) 2g.1 9.4 1 Q.8 20.5 S\"p~Weh (s) 6~.4 ~5.7 1t:6 44.3l! Total Stops 135~ 650 1105 1969 ',y,' St6~~ '" ~: '" ~~ il< .. 1 :l?'. 0.88dl p.5<>cu.),1.18'.'i~. 0;,88 II 'roil fravJr'Dist (mi) 1 &6.5 204.8 484.2 308.3 1183.8 ;; JriVeUime:"(brJ ,&,1# ~ ga:'g: 1'6.7 ~,!2ff7 ~~6.1 nO.5<;~~~I!";'; ~II ~ lJ ~ T ~ =' ~ '" .1 ~ ~II 4. I"'" ll' I I~J~"'; QoI1':':: ~..: ~ .. _ ~:il (dill ,.>> ~ ff! ~. 10: St. Lucas Dr. & Eagle Road Performance b~ approach ItJPPbl:t& ,""'; Total DelaxJhr) 3.6 16.7 6.3 7.2 33.8 '" ~ell:iy~'t.V~J1'js) ,'. "50.v.f.'i298'6i: 110.3 '113.6 '" 26.7 ~W'I ~'""'" 1Il .. - 'r.\'.. !~.. Stop Del~y (hr) " 3.5 16.3 ' 3.2 2.8 25.8 'I: - st~JN~ (s) '}r. o:.'~~'3 292~~,",!: 15.3 ,W. 5.2 <, 20.e""~.. ,,:;;: .."" I;;; =:t: '" ..'.,. u"'. T 0~1_ StOfJ~ __ "': 2?46" ~92. tf.fo 458 1'836 \, Co ,.~t.djJ{}'ev ~~~r i'i II I a.~~ 1,~;'~--;Q..2~ LI'O.24 ~<0~6 ~~ -1\el' ."!!. '-"!~ i;. ';.., l!;;-;~'.! T~~vel Dist (.mi) 15.4 16:f 176.~ 417.0 ,624.7 "F. rray,eb!f;rn:f(hr)~..~';: ~;::4;;2 ~ 17~~-m:<10:io:2 \\ 16.9..,,"'48~5^ '1JfJ':'K ~ """",~' = [0". 1t" II I ~ Irt) ~ n~'I~ 15: Franklin Road & Performance by approach Total Delay (hr) 2.4 2.7 0.2 '" 0.0 5.3 ,- ~Iiy I,..Ye~sr"?!''i:::/1!!", · J1.0!!l! 113.6!t~t 6.Q I J.4r.'~ 11(~9 II ..!;~~~ ~" . '"'" :." "'(, '" 11 Ii.. '" '~fi;(:lc' Stop Delay (hr) 0.9 1.6 0.2 0.0 2.7 " ;;; ~~~~ts~ ~ ~ t: ~~ l!;~'f~m:~ : 3.;2'~~ .. !~,\~ ~I.;',~ ~c.."!:~ - '=';";. .:, ,~, ~~. ~k~'~~ ~~~~1~~'~ r1 ~" ~~;~r~~ ~~ ~f1AO~~ 1I1~'1~~7:~ ~ I~/~I~~: . ~ ,) w. rd~ f1 " ~ "-~,,.~ lr\~~Ji~~:(hr) ",~,ll, t.;::r' '~7':5 L4~/ ~,.Q.ll ,\ O.O,!,.~ ~OO u Viti >.<Ii", " ..i~ I ~ <:; I ~. ~1:;: ,", ~.i:.~ 'I Total Network Performance ~YJlHeh (l!r:' fi~'iIi. <; fAn:.; "'11 Y 1~4...a .', 1 .~; !t '" """, "'-". ,< :-; = ~..,. -,..,'~"~I~ ~ !O Stop oeli1J~(hr{~ ,~171:3:l t ,..- . ,- , Ct'~". e '~rs."--' I ro', · '1r.1 ,I ii 101 ,n = :il' 'R:. ',"", ~~' ""1 #.' 'h"~ ~ "'d' ~~~ :--.,.:.1 ~ ~ ~:iU. ~,I. It! ~ ;.~~ III. ;.''''. ~,. I'" (.1 --- TCi,tal sf' , ,'~, 76j'o - " ,~ ., .. - ", S~/A~k--;f,,~ jb~ ': :.., ~ -.~ ~;t .i21,..&,\ '.I.... - -I ".j;.~",,1 ,,'ohM.. .1;<1"').&, "''l;;.i.~ -.' .-. " " , .h~~ LVf1.l~ttmfl~ ~ ~ ~ !'! ~ ;.r iE-= -=-01 ..~ ~.~.'~~ ~I~ ~""I ~~~ ~'.~~ f~_ ~ r-I!.T-"'g~. ~ Travel Dist (mi) 4726.5 II..a~1 Tirlfe (hr) I l~ ~ 3~8.9 .~ ~.' '" . ~ Y ;m8 !I! 1'-2: " ~~"',w >,! . Ol <I! !>! .\ 'J~ 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\Meani~ynchro\Exi Hrvoje Drozdek Page 1 Horrocks Engineers :>'J.' ~' ~ ,,:< ~ ~~ ~ ~ ~ SimTraffic PerforUlance Report - Default >1 Meridian Gateway 2006 AM + Project 7: Franklin Road & Eaale Road Performance by a~roach - Total Delay (hr) 12.8 7.4 14.3 24.9 59.4 D~I~yrveh (s) " 43.3 ~ a8~ :~ :SQ.11! 45. h \4:p.5 Stop Delay (hr) 10.8 6.3 11.6 16.5 45.2 St P~I{V~~s) 36.3 41.2 2~6l; 30.3 30.8 Total Stops d'42 576 872 1806 4196 ~t~eh.~~. o:'fta--~ ",1~P5~~O,5;t: ",,0.92 r. 0.79jj r~:r;~i~~~~ ::~~~ :!f~I~~~ -~~; .~~::~~~::~ ~~~~:~ i ~~.~ r ',i ~~, ~ ~}I ~'~ '~HI~ :'~' ~,~~; ~ ~~r - '. If . . ,tJ . [< ~ ~ .:.: ~I .;. t9.)j ?-: ~ ?:I", ,"..:.~ 1 0: St. Lucas Dr. & Eagle Road Performance by approach , Total Delay (hr) .. 0.9 1.9 12.1 13.1 28.0 It\ll>~ (s), · 31':0;r; 46~ !!~21.2 22.8 23.2 :,: ... ;1 ~ ~Hi ~ = ""II af:.' -- - Delay (hr) 0.9 1.8 7.9 8.5 19.0 i"; ~ mt:v ts'~ i> :\135.0 42.6 ~~ 13.9 : .14.7 ~: H?,.7 " B :,:. loi: . " ~.. ... .~ e~ ) ;; !'=i , ;~ l'; J<.'/ ~ ' I Total Sfo,>s 78 144 1150 1057 24~ St~h ~~~,,4. . \'ij'0.88 .0.95 :>fJ2.~6.(; p.51;- O.~ I!I ~ ~"",. ~?.. ~ :':: (.: \:: ""I. I ~ .~ Ii '~Om '" Trave ist (nfi) l' ~ . ;> "I 5.3 14.9 ,165.1 224.6 409.9 ~ye",:r;n1'e (rir) i~'" ;" ... ;1':01 ;;,; ,.>2.4 4111116.0 ~ 8.1 x 37.7 ~ '~ i: ;;; 'ffi':.~ ,rO;.I ~~ ;l ,,"r.~M: .. I '. I ~ .. ~tl (. . ~~ .. 12: St. Lucas Dr. & Access 3 Performance by approach II Total D~lay (hr) 0.2 0.0 0.0 0.2 q~l~t7.9;:eh (s) ",_ "I, J'.~lo 0.3 r~,=!3\~:~:',r":i1.!\;I.. -. ~)~; !ril:~-, "= · '. ~~~~I' ~:~. ~J ., ~~. · <. .' ~~'(~li,W' ,. ~O}' 07~ ~1f::1:",~~ ! 1'":"',' 1!a~JiWt9 (hh ,,' ~~:. ~ .6"::::'~ 0.2 ."~~0.1r-~ ~.9 ~-" ~ · ~ .'P"_t<U,,-~~ ::'~ .- ;:".i:...... I~ X . "11'~ '" ~,_, ,~:~.J'.)l,~1 ~ !I :+1 ,;x; '" ~ ~~'~:::!", '.f<' . ~~-_.- . '~ ..... .,..= -. :r . ~_IIIWt-XI ;:, -..... . " ' '! ~~~.., :: .>>"~,, ~l~ d: "i . !II: " ~ ~~ W <: . 15: Franklin Road & Touchmark W8;t Performance by approach Total Delay (hr) 4.2 5.3 0.0 9.5 gpllV~eh~(s)1 ~')'~. r," 2(!;'t", 31:i11 ~1fY.8~'~.?:4.8 ~'J;: ,: e ~,' ~ ~ ,'. ~ ~"" d\V:.i" 'S!'ClP Delay (hr) ! 3.0 4.2 0,0 7.2 ,\<< I sf-hoWJp (sr~~!' 'I .~"'g~~.-~J4;'!6.",~!:i. ,"~;O", :18.7~' ...~,~.~ ~ ',1;=.. ,~ '1 ~r': " It"tj:<J.,.-!' .~! f,gj 'to~S{!' s 243 413 ' 8 '664 ", ~t:.!af'^'e~~~"''' S:, '~ ~"" 1I1 n 32 .~,O ~R =I~ AA~'bOI48 ~;;:~~ '~' ~ -"-"'';"iIlI'''''' i('~ Ie~.f 'Jl~ +I -r. I;......"" ~J,6 b.ijj,,~ ..UFM YI '., 'ij.~ ~~ ",W ~~. -';S), ~ .~,. g . ~ ..4. - . .l:J ~ i I I II'~ ~It""~ ~. ~ SJ~ ~f"'" <.~~"'i Ti'~yel Dist (mi) 137.7 60.4 ,1,0 199.1 . , ' Vc(?el TimE1 (lir) v i I< '...'" 7:4 ~ 16. 71 ~ Qt 1 "'-:1 14.2~. >l In' -:J; ;;; ~ "... : 't' <:l'~'i !.~ ..I. "'~ ",.J~\;'t'., ;~ !:1 ,:.; . OJ 0:\12006\0601-070 Ron M TIS TMP and Small Proj~ts\07006G2 - Christian Gardner Projects\M.stiarE8i1:tft.Nbl'~hro\20C Hrvoje Drozdek Page 1 Horrocks Engineers ~, '" ~ ri~ ~" f'! '" " ''- I~~~ '-I:. =< SimTraffic Performance Report Default Meridian Gaf~way 2006 AM + Project 20: Access 2 & Ea~le Road Performance by approach ~- Total Delay (hr) 0.1 2.9 3.6 6.6 ' , , , - , ., - . . ~!I! !l" r.lo~ '" p~Jay.l,*,~(s) · ~' . ",6.4 II ~5.~ T 6.3:0:"'- 6.1. . &M" ;/-' Im~' ", ~ T:-, "~ >e}, "'::. (, ~;; Stop ~fxJhr) _ ,...,.,0,1 0.0 Q.2 i"< 0~3 St.,D&IN",etf(s) ",6.0 J).1 >:< d'J." O.~ '.. 0, l\l .~ ,.. ',\' To~1 St0J2S '" 48 17 5'!i 120 ptq~"hi~""'.. . '. .,.4!.oo..,0.01.~.;,03~'?q.03 ~: &-~ ~ y ~ )p ~;! . "'*~ ~ Tr..vel D~'S (fDl) , ~6,' 1 ~9.1 21:3~5' 445.? r. T,".!i,JI.. L T,' ,il.Ir) .~,.'_', ~~_ _~,~2 ~_, ~. ...;pl'~- ~,,f-.3~, ".' '!. R.I'. Ii J..J) ..' Ii 'v "'-- m~.,.,'~~' ~;,"--,~ ,'" 0,:...-:31 \,J.IiI"'Y11 \1' ,,~~_ 8;< iiiY' ~7"!~' ;:; 11' CII ~ ~-r.'\."F __,<il!'l '" ~ I,' "II:~ ~'-="'i'~ ""I ~,","'-" ~'Ey ~ :~:' 'IX 22: Franklin Road & Access 1 PerformancQ br approach To~1 Delay(hr)~ 1.1 0.8 0.1 1.9 ~~;~tM'" r~~ - ~:~~[~ ~-~{ ,.' ~"..,; <~ .... = ~ ""'.,. "M<l-" .ft' ~:' .! S~,' ti.(s) ~ 0.2~ ..o~ .12.4~ 0.4,. I ,w.,. =., ~ ri'." . r...."', ~;'! if""'.,'~ "~\;::;'lJl-" ~ '1'J TOlal~oes 17 14 18 49 .. '.', ~ ~_~.;~ ~\~:~~3~ 11~~ ~f~,.'l;~~~.!l." :;. If.... ~ ~: :~~AI ~ ". ~ ~ :11 ~~lMut~: ~"'~~ ;rr~! Tlrrf~hr) ,~,~~ i3$:t7P3.2 ~~OJ ~";~.2 1t.1.~!!.~ \~ ;~.l.,,,},~ ~ ."'i'~~~~.:t"'~~il~~~;: iI< '. :.t: I'of:' ?J~ .. Total Network Performance ~~~~~; ." _ 115.2 · .,.,. n' .. ~.. ..: I~.V \.;P.( ) ... '~., ~ 'i:3 ~ '1Iji)' 'II ~ ~ al Q., ' I~/ s ::J ~ ;I~ :..\: rf.;:; ~~;~~9.0t:>> I I. '. \~il. ~I ~ ~ h'iii:~" o;,~ >0 ~..,. d~l'L:J) ~"~""'...;,r~~ Stop DeJjX, (hr). nr ~ ~9 . " ",' . _ '_. _ ~ _ . '. ~~(s)~,.:~ f, ~ ~~",,. ~ r.: "'';'~~~'. ~~ · "i'-'I ~ ~T}=~!:I~ ~,,:}'t ~~ - II !f'~"'l~ ~I:&~,. ""'~ ~?~t~~iIf~ - - 1i -"~uh 1 ~ ' ":$.-..... >0 ,. · .~a~ "-"'~. '" ~ ~ If'av'":i'ttu~i?i;f''~~ri:~ '':iJ:''" ~~.~' ~=h~i"'" ... 'f~-€#. ~"ellii) ...~ ~.I.ThI~ ":i~ ~. m~:;;:,/<ij'~,\ ~\..:.,~ 1,~..T,jrpithr) ~"'l 10. ~-;~, ,,~21~,19."~. l{l. . OJ: ~ ~ it' ~ I.-:r-. . '\,,,..~~;'.,~ ~ ;w.'rr-":!.~-f{~',iS; III ~k " :;; x ~ I!I 'l' &l ~. 0:\12006\0001-070 Ron M'TIS TMP and Small Projects\070e6G2 - Christian Gardner Projects\~i~~nchro\200 Hrvoje Drozdek '. i!\ ' Page 2 Horrocks Engineers ~ ,. !f..j ~ '" ',' [4.; . :'I Meridian Gateway 2006 PM + Project 7: Franklin Road & Ea~re Road Performance by approach '" .~ Tot~ Delay jhr} 17.3 29.9 22.5 50.2 119.9 ,g~lay '"veh (s) r:; ?I:~'55.4 ~~J40.8" ~4.0,:( 10l,q'l 7J.2 , Stop D~lay (hr) 14.8 27.2 fj' 1~9 00.6 is.5 S~~~Wq~ (s) 47.2 1281) 24:0 7].7 57.3 Tot~1 Stops 1112 1359 ,1387 2632 6490 ~pp A'" ~, '" ., ~0.99 ;; -[Ii 1.]8 ~O.58 'M./ 1.47 ..,.1107. ~.. Travel Dist (mu 179.5' 74.2 ?6!3.4 329.3 846.4, _ va~Ij,.TimEf:'(hr) '" J~ . :;.<;~~.~ ,~ 32.0~ 29.0 ".~7.5 .140.6 ~~!; .' 8imTraffic Performance Report Default ~, :..' 0; ;;j '" !i ,if" ,~ ~ i.!.i 00 ~ ,f,: - .~ "."it " ,. ',' '" " ~: ( . ~j '. [I: I~ (.) 'M ~ .' ~ ;,. [ol " -,,- ~~ '" 'PJF r t: ,,; '~ @ ~ ~~ ~'J <Ii '!! . ~ .' 10: 81. Lucas Dr. & Ea~le Road Performance by approach - Total Delay (hr) 2.4 13.5 25.3 10.8 51,9 _ ,~ Qel~y./JfV~h (s) f~, 32.8~ 92.~ 41;9 $20.~ ,,13~1.2 .~ '" i'J r. ~ :~'i) ,,- 1,i1O '~'''''.?~ Stop Delay (hr) 2.2 12.0 19.7 6.9 40.8 - ~ stT~esWeh (s).; '" :, 30.~:~~2~ ;,;~ 32.3 '" 12.9 " 30.0 ~:'" ,~Il I AIIj: v,,.? fJ:( """''r<f1 ~ .1OR~~ ~~ t' ~?3 } 334 705 3037.,'; St~eti4,.,.. (rl)! ~ I 0."94 ~i1.~ ~fQt~J 0.37. 0.62,.;:; m '" ,.:-. ,:, "'", -='.. ~' . 1'.; l: '~"~;~.:.fiJ,. T~av~1 b!sf1m~} ~; l' ,. ~ 5.90 52.3 _ ~ 76:5 208.5 ,_ ~53.2_ "' tIi .' ~'~~- tr~ei Tlm~ (hr)" ~~ii!>: ~:i3'0 15.3 ~g:3...':!J '~.3 ""62.9- :{~ ...." · I ~"........, if;;j~~ ~ ~ ~ ~ ;{'~1.ig "" .,,-!II -.ill ~ li:.~ :'to 12: 81. Lucas Dr. & Access 3 Performance by approach Total Delay (hr) - ," 0.1 1.9.. 15.5_ 17.5 ' ,-- ,,- nbl~~...vdht(s) .."" ~ ~ ~ ~1."l ,}1~6.9~~373~. AA.2 :J -'.:-~ . "'< >3 -: - I: ~)\, " ,- !'l !~' ~'l 1.fiflI!t7 ~ ~. ~ ... 'T' T -- - ,., 2'-: ~ ~ ~~ Stop Delay (hr) 0.0 1.5 -- 15.6 17.0 ' " Sf.Q.R~"s} rI' '" 'L''''~, .0.'5,;.-.1 )3.2 ~3f3~9 83;9 -..'t'.,...., Iii ;I; =l; ".s.',~+ ~.,"'. :~: (o'~ ~<l:: (t ,~. ~'''It,~~ Total Stops . 14 151 163' 328 ~el1! 'ho~~.';;, ~'" ir O,..O~~9.38 f,; ",1.09 ,9::45 ~ ~ . Tr~vel D!st (mQ.. _~ ~ 8.4 ~ ~6.0 10:6 'M.9 ,J"r~1 JII];Ie (hi? .O~ ;:'2.6 ~~} 6.g ,i ~.9.~ to ..., ~ .,~ <;0 "'. , . ~~4., . ~ It;~ F~l 01,. ~>-NI~ '" 4< I ~ !t: +. 'rl ~ Yi . i(. .. ill ",+ Jlfl::rr ,,1 ;P}~ ~ .... '1'.1 '<I(L\'4i P.~~~rf . ~.j :; 15: Franklin ~oad & Tou~hmark way Performance by approach ~, ~ ' Total Delay' (hr) 4.7 3.6 0.2 0.0 8.5 - Q~J.Y~tr(s}JJ: ll!i!A....'~~~..'(o1q.'9~~p.0 :II: 0,;,1 1fi'~0 '" :~'lo' ~ ... ~ ~'" ~'IIiI. ,,"(,.~Ir.Si. i!J". ~~ ~iP~ "Stop' Delay (h~r . '3.1 2.3 0.1 0.0 5.5 ' St, De!fVeh Ssp ~ .. '" \"1.;3:~. ItI o.~..~ 5.2 - 9. 1/;,., .~ 1\0.0; ~i~ !!I 'Ii. _ .r: II ~ \ !!,,: .,~~ ~1?1i Total S~Ogs . ~ 518 455 43 0 1016 ' - I-t ~orl&eh~~I,'.:;jlii'!l,:1.;;;::.\~ O.~ .2h Jig I'!'JO.47".1J! ~ /tn ,J"JQ.60 ~ ~~, _~~~.:' ;.-\:, :o,,~ ~lli'o !i,,~ "!-- 13 ~ F'JJ ,~, ~~~ Wa~eifjist"(:i)- r '" t5O:S~7.1" 4.9" :t'b.1"~32.8 ,;': Ii .i1i'~ ,~.. ~!~ ~~~. ~~. UP>d&Mi Tray.ol Time (hr) Y. ~~ :~.2 4 5..,4 0~4 ~ 0.<1 ;!l 14.0 ~ 1'(.) il' x" .~ :""'~~!l ~}' ....~,~ ~ ~!'I'~_ ~>.i.~~ i/; ~ ~ '" ;!:.~ ~ 0:\12006\0601-070 Ron M TIS TMP and Small Projacts\07006G2 - Christian Gardner Proj9Cts\lt1et:fia~chro\200 Hrvoje Drozdek ;: '. Page 1 Horrocks Engineers ~ .., ~~ ~~ ...... .~...: ;I; if.< Meridiqr Gateway 2006 PM + Project I~ 20: Access 2 & Eagle Road Performance by approach SimTraffic Performance Report ,., Default Total Deiay_(hr) 8.0 p.4 ~.2 17.6 ~c{fl~fl~(S} );t~, 123.4..",.10,4 1: 6.0 (0 14;p~ Stop [ftilay (hr) 8.0 'ri 0.4 " Q..1 8.4 St D~'tJ. (~) 123.4 II 0.6 ii Q~ 1 6.9 TotarsiOps'~ 241 185 1 427 ~~e:Y~~~)~ ~ ~,~ ~~.~., ;~f~ i~5~ ""~~~~r :'. .,: :.:.. ~".~. ~,. II: "I ~ ;~.~~' ,,,,~I.Ti.R\!'(h~)fjJ"l'l: ~8;6i 1~,,0 1!!;II3.611'i ~9.2." f1<J., iiliT~ ~~ =- ,,,,. ",,~~~I~ ~iJ 't'L1l ~':'i' "'iir ;t-:!Qi ~'='"' "' ~ . !"~ (t ,,;~ .,. 'I -: ~ =;.-; hJ~ .' 22: Franklin Road & Access 1 Performance by approach ~~ TQ~~Del~ ~~r) 1.0 s 2.5 _ 0.3 !.: 3.8 , ".' ' ~ ,-- _- ,-"." D~ay k~h'(~) i I!! I 114~1 ... 11.5 ~4.2~' r7$~ ~ ,~~ :,; r, '.' '~ .' ....ili "'.;; 0 ~/' ",;mo, ~'II-" \o:J; StapJ)elay (hr)_, ~O:O 1:0 O~ f~3 p~e~1s)r~"" \-:-i :0):" b.2~4.~~~ 1~.1 ... "'!t2.6 Total Stops 16 12&' "71 '"213 ~.~. :',,,," ':"......~.~tt~w. ~ .-:... o~qf ",,~0.16~!\o""lOI1'!'f" 0'1f. ,.11~ Travel Dist ~mi) 90;8 .,J44.5 '5.6 24(}.9 Tri~e' ("'>~ '-'-'-~ .:~.6 "~.~ g;9 ~~.!i y~ 0.0 ~r :~~: .. ~ :Jl '. ~1..i~I:' . ili ...- r. ~ ~, ~ ';f . '1':',.. ~.. ~ ~, Ii . ,; ~ 0.:,. = ~'. _ I ~", i".. ,_:e; lI'" "'~~__ - f.l-"U .~ '~T,~'. :::[..... ~ _~~ ..,." '.""h ~l .._4 @ \! ~c:tlli~~-'~~ fJl,1; ,,. I ~~IIJ!"i, ~'ii~ ~ ~,"!"".......!;; ~ · ~I~ t~'W, ~n..: ~~. ~..:. ~~ ~:(:.i~ ~ II .,l:.1:'" ~ ~, '" Total Network Performance Total Delay (hr) ~ 245.9 11P'i'CJPI,.;lN'i D'~e VlaAY"~((hSr~'\~"I'r" ~ I::' .,'C; .1'''7-A9"-.85'''~' ~ m I"'" :1.,\ 1.>~' ~.. 'J -.-, Id"'ll '- ::; tW:{t' I U. 1{ "" stc!AY'~r:l 'F~ ~ P>."tl'~ Il@: 0:" t; ""'I.:, -'1.. ; '. m.. 1i\'~'!-..uI! ._~.~. (", '(<j!'Iru-' ~, c+'~nA""'!jRh j"S) 'i%'~~~tIf'... ..." ",'. ..;. ~~1. i ,\ .'~ 4. :.. ..1 ~ -];r''"ri~~.,~)1..!'-_F ,J!! ~. ~ ,,~;~ ~.,: ,., o$~ Ii" ~'!. ~~ \~ ~~.~ I . .....-:1.:!1 ....t1 ~ (. ~ It] . ~ ~ ~ ~. W' ~.~~I- ~ '.'" '.." . l'l'JI t..~.. ~ :9'...;:f~ Total Stops 12504 St~~il'"",J ",.' ~ ~1Jf"=""~.,,: >>t:7U''' Tr~~~~~(rfflI'.~; ;159.3," <1 Travi.L],me (11f:)s,..,oc ~ ""'; II .' W; !;; "'3A.8,;~. f; )i rr.Jr'~~~I'iJ}i '11.'rf-::''WJ ~~~ ,,~~~:i~~~ ~~~ .. ;~ ;(; ';4.: ~:t~~ l' ~ ~ \::I' ' ~,~:;~ ~ ~p~ ~ ;,1"'1.; ,. --;.fii I...k.. '''','"' ~ I,_~ (f~ It ~~~ " d! ~ ;;; r. = 0:\12006\0601-070 Ron M Tis TMP and Small Projects\07006G2 -, Christian Gardner Projects\lt1etlilrEGl:t~ynchro\2001 Hrvoje Drozdek .. Page 2 e Horrocks Engineers 'I ~ i ~ .... ~ Meridian Gateway 2006 AM + Project improved 7: Franklin Road & EaQle Road Performance. by approach _8 Total Delay (hr) 13.0 6.9 12.2 18.1 50.2 DEijay b.V~9 (s) "i,,>;;/ ", 43.4 49.9 ~2 35.0 35.31i,~ ;;; Stop Delay (hr) 11.0 6.1 9.9 11.4 38.4 St,Q~~e~ (s) 36.6 ~.9 21.3 ~.1:f 27.0i!i " T 000 Stops 923 502 707 1300 3482 ~eQ ~ '~' ~ ,., ir.B6.. 1.00 ~-b.4~. >,;0.73 ',(l~ _ -" II ,J! "':. .'-' 'h~~vxl DistJ!"i)~ . 171.9 47.6 ,~5:4 ~44:.0 748.9._, " !rcNeLJ'fme (hr)" :.',"",,!!, 17.7 "~.3 ~1!o..i Et61 ~ 25:Q ..68.4" ~ ~~; ~. I "'" Iiii '.' ~ I ,;: ~ ....:':If'~.:5 10: St.J_ucasr,,Dr. & Eagle Road Performance by approach - Total Delay. (hr) 1.1 2.0 10] 12.7 26.5 ,-, '.. p~~y ~'V~1l (W 13':6 ;;;014.7 ..".~9: 1~22.7 22..3:;) :'_,' i:' "' · .,;,if.! Stap Delay (hr) 1.1 1.8 7.2 8.2 18.3 ~ ' ~tQeJi&.@l1 (s) ~ 41.~ tA-1.31.\:::-12.9'. 11..6. 15.4 ~ II... 7, ~"":: ;( " .. '....~ Total Stops 83 147 1035 1007 2272. S,oP'XW''\fl'; :;i 0J39,.;1 P.;>>~};'" 0.~1 ,..~ ~.50 >.'OO.~ 7.~ ,I: _ .... "'~ ~ . "; "I is ~ M: ~ -.:~ ~ Travel Dist (mi) 5.6 15.3 15~.6 219.2 398.7 = '--:l~_. Iravel.1'r'me (~~) ,.,... :Il 1,3;<)~ .2.5 ~ 1t.'.f"17.6~ 35.9 l,~r'1 I'" l= 1J .\') :;~~;! ;;1 ~ · "~S: :,'" ~:!: ~::!',~: '" 12: St. Lucas Dr. &Access 3 Performance by approach kcm_ Total Dtflay jhr) 0.1 0.0 0.0 0.2 ; ,-, , , 1 D..."it!a) ItM~ls) :i.. ~~ 1.2" ",0:2 ~ ~.~ .1."'" ;;, ~:\ -i''-'" "-','-1'" ;;; I II: ~ "'?,"" ~. Stop Dera~ (hr)'" 0.0 o;b 0.0 0.1 .. tStP~!ln'"(s),j' 'f- .0.2., =-0, U..:'. 3:Q .O-l~ .' ~- ~ ~~ ~ ,J; r:: '" oo,;~ ~~ ~ etal '!;i6 s 'ff 0 39 45 S'~.~~~ ~:( V,.~~iF '-' 0~02 >' JJ.OO:r! \~ Ii: 0...08 III -., ~ Itf~ l'l TravelDi~t (mi) 38.0 8.1 - 2.7 48.8 'ila~' Time (hr)iil '.',i' .,,,%1.5 ~ O~ ~ ;~~:P;^2 '" .j.8 ;J;, '" ,.'" ~ ~ l- ,.; .' ~ " U~ SimTraffic Performance Report ~ Default ~ ~ ~, !>' ~ ~~.. I.i ~ :1 " "=-~-,, ~ ~" ~ = 'i.i J'l,'F.~ l:>:: ~:y,.:; :j(:~' $ :;; ')(,\~i\ ~_.~ ",.:-, ! ~:b-.(, ~l. .~. ~ ('f, 1111 "'.. .' >1 >i\'1u 'il II ;.. I ~\' iItl~ '" I~,":,.r :~ ~ 15: Franklin Road & Touchmark way Performance QY approach ~ ~ Total Delay (hr) 4.5 5.8 0.0 )0.3, . n'JI.I~~'f'1 '-'0." ,""\ r;., Mo.' ,,') 8 '. '=31;; ~~-' 2 7 .. :28 ~ ..11 ij: ',' ~ - , 10(.. II. Po , 11'.....:1 ;R.'! ~'l:J ~ :~~,..'ii :4::i1i~. ~- 't~ -.:- -Ii "-" ~. ~ II L..!'t(l: ~~ r. :-':;;:1 n-.4"~ Stop Delay (hr) , 2.9 4.6. 0.0 7.6 " , .. ~ I ~- '" ",.iF ~~:sls) ~" ",.;;;' H13~ "~f" I' 2,,~~. ~~~ /T &,ll.~~' :~~~ 0 'rf.... lO'i/l" roof;. ;~~ 1J~;. ~~-, ~~~~ft~~~ .. ~;'~[~'~I~?: ~;~ ~;~~:~ ~ 1f. ,. i' -,~~~ =-> ~'.~~~ ~,,~~J:~~;,~~ ~ ~.:ft~ -!;~~ Tra\1el~Tim3 (hr)...... ,,7.5 '~7.11 ,<e().1 0\14.6 ., ~,'" )l ',(.. . ,,,. '~I 'c .... ~; '. . < ~ 0:\!2oo6\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M~il' I1i"jft~nchro\2001 Hrvoje Drozdek Page 1 Horrocks Engineers ii oC ~ '. ,.. - ~ ~ '. Meridian Gateway 2006 AM + Project impro\)ed 20: Access 2 & EaS,Ie Road Performance by approach I' Total Delay (hr) 0.1 2.6 4.0 6.8 ~1~yj~e.!'l (8) - ;.; II 7,.6.,1 ""5.4:.:";;!! t2 A!l1..6.4 . " ~gp t>er~y(hr) 0.1' o.d~ 0.3 0.5 s(D~VYeh (s) "' 7 Jj 0.1 0.!5 0.4 Totar-~tops 57 6 95 158 ~p~~~,>::~~,~;l r. ~~0~8 J opo~.05 li;, 0.0f''' Ft fr~~WD1~U.mil '6 - 3:lt ~'-l9f.2r.l'_~~7-,8 1,.13j~1 :ira~~,n~EP(h'r)}y<::~ ~0.3.d' tr.9~9'~ 1i",116JP ~Jlo:':.;;:;;; :;.!; Ii!> ,,;':-';~~I,~'Ii~.!,..;~ (, - ~ SimTraffic Performance Report Default ~ ,,;' II ;r, ~ .' ~i~; ,. ~._. .. IC .... ,j) " i (. t: 'Jl I.i~ i1,~ ~~ :f" l'i " ,J I 1- :11 .. - " ~' ~/~ =< !~ "'~', ~;: ~ IIi r? ... "r ~ .. ~~' ~'!J(;;~. ~' ,~=~;. J""r"~.-:' .I_.~C:-~~,a. ..-.;: ,~ '(Ii'" 0.. ....-;j 22:~Franklin Road & Access 1 Performance by approach l1:" . - ' Total Delay (hr) 0.6 0.7 0.1 1.5 ~~11>>h't!]'r:4l ~ !~'~6 r'~'\i5-.Q. . l1~.~" 3.7 ~~I '-'1 sto1> Delay (hr) 0.0 0.0 O. h= 0.1 Ct~/i.1't is) , ')>;;I!3. ";,1 n_1 :1'>;.! 0:1 t! ~11, .7 .;.~ tj-:'=l ~. '1' """', ~-" :-:," ~I{' · · c-; " 'lO_ =.~... i 0; w ~~ 1;11'... \~ . ~~...1oi ~ .l':';"'-~filr ~ ~ ~~-,~ :n III =-= .~ · 1..11 ;"'i=. Total StaRs 0 15 24 39 ~~~. ;"'~. ~ 0.00 ,:;;n';'g3~ 1m ~~.03 ;; ~ t<t; I:~: .~.1~ ;; =",f.A:-:;~ ~!\~ II,. " >ri<<-l.f~I~ft->ll: ~~~vel Dist (mi) , 87.7 ~6.9 _ 1.9 1,86.4 T.P_!,~~T i_rn 'oft,~"hr)1I""" "A',':' 1ItaIIh,., .3 ,J~'3.~ "',-', !k'H:~ ~.,.4 I'. ill Ii' ~-G"'=I "'",-<- ~ &.. ~J:. \\.., \' ~ ,~~ _ _:-. ~. ~<>-, _ -~,"" U,,' U -to Il';oo"" "'I.lI ~". It'.':'t' :"f!" "i.~ :~ '" 'iii ,"II!!. !lI ~ ~,"'" Y'- ,~ . i'1.) rJ Sir ~~ I " "- , ' " '_ I ,~, ':2:;;- r.'~, ijJj ~J.-___ J/;, ~ .r. "1l',~ ,~~~ Total Network Performance Total Delay, (hrl ' 104,2 ~~~~eL\.(sr~~~,.,~ ffi "" _ . ~~~3.7 II I "',. ~: ~ l~ f& ...~..'!"" ".,~i~~. ';';. ~"M.'':-t1Ji-&!t~^!,'-'"M'A 5tcf uera (hr~.' ~ ~- ,,. EJ!5.8 - W" ~ ~ St'OPm~;~( ) ,- ~~li'dl. ... ..~..l;'A^;2 ~ ~~I. .;;l ,/' ill ~~'" ~ ~.,/." \'h" ~" <:: ~~-'-)~--~..I I' ,IAn _ s ~." ~'P"'" (. mJ ...~~. :II __-, .-~ '.' '. '" '~I"':" - < 1-.if..;" IWI .1t~ ~~ "'. I !t!Ml~~ To" ~' ',' '""'6a55 ". ~ ~,~, ~ ~R,~ ~"'.'" 1.1'> '"'il.'-~"~ -. - ~ -- '~- .~"- --!l '!W" ~nRf\lepf,.~-"" ' J.'~~Ji1fl'..:<;lIIi I ,,,I> 'l::"t=..i;#.f':15,,;,l" ~ ~ · "',.}"',; ~ ~, '~'Iit!,~~,J~ !"j ~~ r/-.y ~pI.-l . ...;,.~- ~~.:.,) .. - iii . ~ - ':.w~:"I jII . :(f ...~ ~ ... ?1"t."':O {....~~""'II II. j >_ _.... --= ~ ,'Xi:I Travel Dist (mi) "' -- ,~25.0 ' " T~V!I Ilme~(hr)~'Ii' ~ ji' ~06~'t I It<' -~ Y ff",J lif I~ '~*!:"'.\ '" ~ !:!,~, ..1'"'~, ,::.~~,." ~~ ;...: ~ I'~ ~"";"~ ~ :Il! .. iII:~' is ~';1.;.~ j. to ._ t ~~ -.:.it ill\ ~ .. ~ ::0 ~ ):~ I. '!'! 1? . ,. 0:\!2oo6\0601-070 Ron M TIS TIMP and Small Projects\07006G2 - Christian Gardner ProjEJCts\~Hi"iftlti\~)6ynchro\20C Hrvoje Drozdek Page 2 Horrocks Engineers ill ~1: '.' 11".... r, N 1M ,:",' ~ ~ ot;; Meridian Gateway 2006 PM + Project improved 7: Franklin Road & Eagle Roae Performance by approach ~~1iJS Total.pelay (hr) 25.9 18.4 19.2 35.0 98.5 "' De!aYi~h (s) ;.:, 83(:0 ~?9~1: 28.5 68. 7 ~7 ~ '; _ ,.~ ~ )7l)~' Stop Delay (hr) 22.5 _ 16.5' 13_.5 26.0 78.5 ~Qe""ll~ (s) _ 72..1'''' 7,7.2 I t?,<f.o 151.1 45.9 ~) Total Stops 146~ a71 1256.2019 5608 ~~^'~~ \./'" _ '~~I ",1 ~ 1.~ 3J.4>,.52 <f~ 1 ~ 0 ~ ..Q~9'" :i " " ~ ~ '" < <I!~' Travel Dist (mi)" 179.5 74.7 _267:.6 338.4 8~0.2 1Jh~Tirt'lEf(hr}~ 30,,?,,, 20.5 Ef~5)~ "42.6 _1;W.6 :11. ~ ,~ ':0 'J SimTraffic Performance Report ,0(; <; ~ Default 'J, II '" ':! :/', ..~ -~ .~ mo., '-!. 00 ;;,; 1m) i~1 "~; ~,J.~ ~ I'! rr, 1_..11 _'~ I . ~:f?J;f. 0_ 'w~" . ~~~~ ~;. 10: 81. Lucas Dr. & Ea~le Road Performance by approach T~t~ Delay (hr>.. 4.1 14:0 Delay ~ Yeh (sf_ .......' ..M.9 ".'~2.6 'St~J:5elaY(hr) 3.9 7.1 9.6 5.4 ~ - ' St D~~~~ (s) 5,i:511 "'-t4.8 Iof5~~. ~ ",9.8., 18.~ totaT13tops 278 597 1062 609 ., 2546 si~,etr~~ ~ .... ,.>I1.07I,~~'o1.05 :"IQ.~ ~ro.31'" 9.s.1i: " ~.. Tr~ver Dfsr(mi}~. ,__ 15:9 ~56.2. 179.0 213.6 464.7 Jra~l'W"ime..(hr}-,",1 ,FI ~4.71:~,O.O'.~a.;1}li13.3 /il,,\6.1 ~F~" ". ,., .... 1I ~~ - :,,; if! .. I' f;' 'i';~" -I~ 9 '" Ifi '" - '. ~ n ~ I. p:j-:! ~- I{~ " ':')-~t~~ ~,i l'~ .-. 'Io3iKl 1.1.1. i..\': - - ~:'~ .. "~ ~', ;; ~ ~ '.! ::: ~ .. I~ ~~ ',', 1 01'.' ." oil" " " ,:.; .. ,. ~_~I, .. ~l@ *~ ~)i It ~t8E l:1. 12: 81. Lucas Dr. & Access 3 Performance by approach . Total Delay (hr) , 0.1 0.1 0.3 0.5 ' ,,-, . , .~lcW:Mtint(s} i".tJ~ !>,oX. ~ '-' 1.5 ~,~.9 J\ ,f?i1, 2.4 <0: 'ii'":.t< ~ ': IJ "'~: ~I~"'.i ~. :<.. ::'rn J'I~ me,> Delay (hr) O.P '0.0 0.3-, 0.4 ." - et1iWI~~S} II r>-.0:5_-,n.41r~1.~.6l~ ','1.71<" rc_~(~L;\" '"^" ~..:~;;;- .;''''P'!'~ ":f"~~-=' ~~, ~ . ...... ' ~,., rI.-'":-: ~ .... l.l ..: ~ €~.OO--'";.!' ~ -~I~ ~. _.0].. =;'II - .-= Tota~Stops - . f( ~ "0 ,1~3 _194 - , .' et;&1&v h ~~' ~ ,., ..0 qR"-"'-\ 00 ~- 'A9- .025 I p... '\. II 1l:F. "J<>PU!II :1: :.: ",", .~ '''!J!' ~.~~"l\; ;. ~ ~l=e - . i"":o6! v. ~'U.~.. ~ . "C{' ~j Tf ~ ~ I". .,.... ,mtoli l' >.~, ~ r, V""t!; Travel Dist (mi) 18.2 26.0 13~0 57.2-' ,rr~VJ-rJi,lJ,.", (tlf) I . '\; o.m;:;~ 0.8 ~~! 0.9s!c! 2.5 it; ~."lj . x '" _ W'~ II~ ._. .....-:!; .1iI ~II!:( (,.."jj" 15: Franklin Road & Touchmark way Performance by approach - Total Delayjhr) 2.4 3.2 0.2 0.0 5.7 .D~I~jS'~tlX!!} ~ ~ ifQAi~J4:"6 !l6.1 ! l'-cO.1~ 12.1 "1I~,rlr.I.~ ;', rl ~ i g :.}- ~'~~ _ ",'~::. ~~~':n-~ Stap,'p~y,.<hr} ~' 1.3 1.9 _ 0.1 0.0..3.4" ~ ~tJJe~j1 (s) ~ ~ .. ;~., ~~ ~ ~.8 :;;,5.3 ~ -0.1;:~ 7.ft1 I~ r-~"OO ~r.. : .'. '"!t: ,~...t ~ 'i> ,..... tJ ''Y!.~'-;',,_~ ~mL · .o\{:~,'~~o.:~~O:::':~;'!/rM '."~.~n;",f'"i, 'll'!~ Travel DlsJ ([ni) "151~2 T(.2 4.9 0.1 233.4 ".. Tr7l.\ie1 Time (hr)" ~ 6.0 'l4..9" "" 0.4 ~ 0.0 11~3" '" .."lJ.! '" ':' ~ -... 9,?lle. II" .'~~W,..",i1 ~, riI ~ ~ ......... .~:..:i:~ ~ ~~ '" ,.,..~iII >~ ~.,I ~~I - :lI .... ~;';, ~~:l,,!!!I y: -j;r..... :.'. .. ~-\"I-i r. ~ 1-n: - ,~~. .rl - 0:\12006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Proje<<:ts\MBtiiil~n.chro\200 Hrvoje Drozdek '.' Page 1 Horrocks Engineers ,i " ~.' ~ I\lll -:; ~ . SimTraffic Performance Report Default iii "X:l: ~ ~ ~ ~ x,~ !..: A. i.,~ -..,j '" .t.:! ~ ,., .. ._. ~i) . ~ ~<.'t, ~I..::~ \ ~;. 11 ~ ~ ;fe:.:::<-J?JJ." fi '.::i, '~j(i , -, ~!! !d ~i'%.I6~&.1I1~"-~ ~\~-r~ 22: Franklin Road & Access 1 Performance by appro~ch .. I' '. Total Delay (hr) 0.7 J.O 0.1 f.9 d'el~y~tt.1s)~. .-~:o "4J,!? ~~,.7 ~ ",.3.~ ~ I;.} .'~ " in-'" l"..>::?~. Il ~ ~JU!'f 1!)~"<,..-:4!< ~.. "" !.:~ ~~ ",SiQR ~y. (hr) ',0>; . 0.-9...,. ,.0.0 0.1 ~ 0.2 _ ,;. (0 St()e~1i (s) ~~ ~ i!.:0;:1 .'r< 0.2.~Q.4 ~ 0.4' ~,,'~~ I:'...~ (0':' ~',~ ,.~\ ..ll '"' ~ I.f ~ .. 1~~ fO\afSf6I~' ~ 1 15 71 87 - s.(~e.~ r,'~ ; "'O.(I)~ O:~2 ~~J:oo 1-1:-O,{>5 ~II~. .;., (';, <;'1' ~ 1-~;.ilt) :Il;~~"" . ,} 11',\, V 'I<~~'o; T~Xrl.O~ID!T1I! ..~, ~ ' >>1.1 _11l/!7, 5.~ 241.4 :.t _ "~~ "- ", . ~ml!l, ~ .' ~ '" '~-= ')<") ,..J.' 1'"ra~~lf,!,"J.~ (hr);f ~ li~';)3.~=", 4.3~.a~ !1p..1 (;JI I JEt1' :.;." ~ ~ ~1.".4.r~ ~~l:: nI!' ,:, ~ iT T~..-.f'!o ~,~ ;! f.'.' ~< Total Network Performance Total QelflyJhr) - 169.1 " ,1l~>>fil~~tt:(~~~.Q ~,,. 1-; ~.;!=~. it\~- ..:"...t,8~~\. ~ ~iII~~t;~ ,;l;'~ ~~ ..r~.\"'~" ".!)fi(It! ~~lfili1li'h,-M~ ~ Sto Del '-Ill";'] f1a-.-S'- ' ~ II ... ' . , ,. ' .'!.r' ~~:(s).:,'9Y'. "'",~~ : ~liic O.'~ ,~~~t " 6~ ",lf~-~ 1) ~;::~,~.~ ~~~f"..:".~ ~,~ ~ dh:,~"ii ~TO~\PlO~ps " ...-i tV' ,"',.' I -~. ,9465,.r.;.1II ~ ~ '" ....-! ,. '&l' 'C>' ' .~~ ~ ~ ~~~ ;; l'~' ,~-- ~.. ~ W'~it~l ~:(. ,.11 ""'1\.. "'1.cq2)'f7'l Ii "'---, ..-....1 ~!', .';:; i;;." l'!JI~ I 11iI.~._;>:~ M*- ~f", '''..&~ -,. "~')R.'?'t.i..,;; ","l:th"fM.&J , ,_ ,,~. ~,. ~ f';( '!:: J: .co-::o. . ,,,~ ." d' 'lf~ -' "",'" I !i ..0It~- , ..' ~~~ D~st~i) ".~ 'rl ;~~~o _ u ,~~ ~ ~ ~ '< ",. '_ ," ... .- " i'~., ",rC:l"'i~1:-mb \hr) ~ II >;.~~3.~ ~="' .~ ..,~~: r .'~ :'l' ~~..~\'t-:" ,~;;-o.". 'S.~x,~...'" .,~. 'Il.~=!b . ~ . .11 !ol 0:\!2006\0601-070 Ron:M TIS TMP and Small ProjElCts\07006G2 - Christian Gardner Projects\Melidii,~ynehro\2()( Hrvoje Drozdek Page 2 Horrocks Engineers '. :'-1 . !iI1 ~ J~ ~...: ,~ Meridian Gateway 2011 AM 'r..' SimTraffic Performance Report Default ~ ~ ,,"', 7: Franklin Road & Eagle Road Performance by approach (> mJP_~ TptaJPelay_(hr) 13.8 7.2 12.4 18.2 51.6 De'aYl Ve~s)~: ',~ ~'44.2.~ ,I 47.3 .. 24.iS 1'i~37.3 ... .;35.3 ,~'" [1",:;:: II tI stop DetllY (hr) " 11.5 ,: 6.0 8])' 11.7 37.2 ~tP~IIYiih (s) 37.Q~ 39.3 15.7 i'!~~<-~ '" 25.4 To!@.1 Stops 978 368, 72'!> ~320 3391 it "",' ~t~~ifl'~.1i ~ 0.87; ",,0.~7';'!:' 0.39 0.75,,1' O~ . . ~ ~w (j 1". Travel DisHm\) 178.9 148.0 396.4, 324.41047.6 ~ :rJm~~ ',' ani... 1 a;:q ~1 d.9 ~'l'M21.2 ~ I 25.4 o;~76.2 ~~~;') ::' >AI '\, ,~, ~-"~,' ..~i" . .l~ 'IJI ~I' r:!!.':"'::'.c-..,r.'1i~ '1 I" ~ "" " l..t ~. -:r.:: 'I '3) ~o( . ~ ~ ~ '" .'" ;~ l"i r,,,,.,' ... ''- 1 0: St. Lucas Dr. & EaQle Road Perform~nce Q.y approach Total Delay (hr) 8.0 2.7 7.1 13.2 31.0 ' D;I~WehJs) , i" 401.~ 9Zb ...~.11...V 21.3 ~1:24;,4~ 'd: ~<.~: ,,!!;,; " '"1= + ~Il~ I ",'M:i " ~t9P'Delay (hr) 8.0 2.6 4.4 6.3 21.3 ~tD~I/VChJs) ~i !.' 398.2 ,~8~.8. >i ':7.3 10.2 :.., 1 ~7 ~~: l;:! ~I ~ TQt~I'St~ _, 77 iii 1q? 715 770,.1867 ~et}\~ ,,:,,11 '? 1.07 11,q;k ~0.33 !t,O.~ ,.),,0.36~' i ~ Trave) ~IS't (ml) 4.3 8.4 174.1 483.8 670.7 ~ ....1'"~':'_(h)I, ... I;'.a 2 .' r'3 Oll!JAit ""2 1.""44 :, ;iI.. 7 . t: .,. """I .:' 0:; ~., '-' !,'.;: II!; ,1M '~. ~~ravt:l '~le. r ~I ~. ~.. ;;j '..1. rf.'. IX.).&I-O. . ~?:..~. ~,'~ 1.... ;! e: ... 00 1..1 .-. ~ S! :;;.) ~ ,~"'il r.I ~ ":.ll~ ~ 'I >:.:<)i l.~';:-' ~1~V:,!, &lri ~a .. C.1 ~ . :&i ~ !:: ~,}~ 'J6.....: . 15: Franklin Road & Performance by approach ~ Total belay Jhr) 5.6 2.6 '" 0.0 8.2 ~ !?tP.!'Y.:"'I.Ye'1-(sp' , 24.8 l....-::"15.4!1 ,,) 6,9 20.7!!! st9iJ D~W (hr) R " 5.4 1.7'< o.~ 52 ~Q.~~ (8) T-",= 1\~5.2 ~...i10,j4~ ~B.3 ~ 113.1 ~ Total Stops ~ ~~2<_ 337 12 901 Sj~~~ >l~ ~ rv. ~0.68"l "Oiq~O.75 :.o:"V.63;: ;J T~-?vel Di,~t (mi) 2~6.3 59.5 0.8 286.7 Tr\i~1 T))TIe (hr) ~{Y ~ -.: 11.2 If.M.O ~'O.1 15.3 ;.t: ).)..." . II PI'" .41:, . . " ~; Wi"" ',' Jo '-u ~, ,- -~.~ -='1:' ,"Iri.. ';po: :~ _. I'i JI .JbitJ ~I I ~~ '':,;;;,_~; ,~.'"'!ii" _ _P' ,;'",~i )!€;; ~ .j~ ~ _ ".!..~ ...-:;~) ~ =--- "''-~I ~ ~L.JJol."" "l!. ~ ~__~ .,. ~ ill", .' 'i' ~;,'I') ... r;t.l 41",,~ii t~-"'rr.;- · \.A:. ~ ~... ~.~.~ ~ ,. ffi :~ It - :~~'?....a! .:= ~ - ,,/ - . " I'..: .,;;;. v .'j ''- """~ ," I I. ~', ~<i . ~i Ii ! Total Delay jhr) 103.9 D~~y'1.Y~~) 'I~ .v, l'1','.. ~ . ~61Ai ~t9P ~_Eil.W'(nr) I-t 68.8 ~tr~~ ~ ~ · ~ 10:: t,I~~ < OJ ~~~i~ ~~~i~1 t< ~I~~ '~~ '~~l: Travel Time (hr) '" ., _ ~ ~ ~ 206.5 II .:""~ - ~ 't~ ~~~ .~I {f, - ~ 10. ~ I~) u,: ',I . II"! " .-. ~ - i41 II IIl'lrIII ~ ~..." . t" ;~ . \';;It\V.AJ- r ~ ~ ~;!. .: I. .~ ~ ~. '01:: .... ~ ,-. ~~."' " .,-- 4.,~ ~ Ji ... ,=-" ~ -- {'~.-r~~ ~ 'I,J:- ;~~1;~ JIR! f'& ~ II. :r.;.~. ;.:: >;"... ~:i:<1+ (; j,.,.." ~ ~.!I.!:ilIU PJr. ~~. lJI l;:;iil;l!: ~ ~ ) ~(...~~~ ,it (.) K' . . ~~ :. 6- .-. 1"~ :!: I ~ ~: V4 .,: 'J."~.~i;, I J1. ~ ~ 'l' .. 0:\!2006\0601-070 Ron M TIS TMP and Small Projei:ts\07006G2 - Christian Gardner Projects\~il~p&ynchro\201 ~,; Hrvoje Drozdek Page 1 Horrocks Engineers ~ ~} '~ ~ ~., ),~ \"..ti ~ Meridian Gateway 2011 PM ~ 8imTraffic Performance Report c('i!;" De/au It ;'7: Franklin Road & Eagle Road Performance by approach - ~i~:~~~~~;)~;" ~ "~~~~ 1~::~~ ~~:~ " :~:~ ~::~ :;: "~ ~. ~ ' :~S ~II ~,~ ~ ~ ~ ~~ Stop D~lay (hr) , 16.7 20.9 11.8 30.2 79.6 St geUYgh (s) 51.5 ~p.9 K' 1 V.~ . 62.9 " 47.5 Total Stops;, , 1227. 1054 12~5 2636 6192 ~loplJe!ti:~ 'l.~. ~ "~';=:l J.05<l.!li1.27 :~.q.~5.11.::.1.~ ~1=O3 '.. '" Travel Dist (mi) 186.7 231.0 505.8 319.5 1243~0 Irav~T!mW'(hr) ;;'~l'(f ~e4.~/j.,29.p '~3t.o '-'1148.5'.~~j35~2 ~';"-.~f-f1 ",': .~'" "" r<!"~ ~~ " ",:0;; ':4< ~~}' ,;ll.l~fi~ ~ :~ '" C<+' 1\ ~ _ tILt}. ...4 ~. il',._ Ii fi"" ~~ P'-J ., 10: 81. Lucas Dr. & EaQle Road ~iPrformance by approach , Total Delay (hr) 4.5 18.6 6.6 8.7 38.4 ., D~ray ~ V~h "(s) .:,'!-[.; f'- 61.4 881.4 1 0.1. ~,15.q ~.4:~ I"" >:1 :"";; "j,.,..~ "'~~, ~t9P Delay (hr) 4:3 18.5 3.2 3.4 ~.4 " ~>. I .. ~ . 'F='. i..1.; 8t~oelJVef(S} ~ ~:!\ 58..6 875.7'" ,:4~ ~,...6.2 2~.5 1"- :.):.... /; Total mops 28~ 107 613 539 1604 StPPo/~~~l;' III J Mf"" ~ 1.0S'..lj 1.41 ~"i;,~~.~ 0.27.W.34 Jrl-a, M.:'14 ~ ",,:1 "ll ~avel Dlst (mi) -- 15.8 5.9 f8~.7 443.4 654.8 ,~ ~ Ttalel Time (hr) ..... ~: .5~ I 1~;8 ~~0~;8 ~ =18.8 53.~ ~ ~j ~,.,"-l: ;"'{" iii Ii. i: i\', :-<." i ~;"'d,...~ iI' ~:~.i.\ % ~ i '" "i I .., .. '" . '."" ." ".'111 '"'~ 15: Franklin Road & Performance by approach - Total Delay-(hr) 2.4 3.1 0.2 0.0 5.7 , DgJa'VWSP (st: ~ I,,~<{, 11:Q, 13.71 ~~~. 3.1 ,..t?11' ~ ~ "g ~ I . ,lo:o' ~"';~, I II ..r""~;~ i1.~i#' Stop Delay (hr) 0.9 1.8 0.2 0.0 2.9 I - St rsvYeh (s) '-I i\ ,~.,. ;;.'~4~ 7~7 \\":>J3.r;I ... ~2.7 ,,. ~ ifl.1 ,At~ ~-p~ ~ . r. " 0'1' ~ ':' ""; '/- '! '>l ~;:~;'("f-':V^ Total Stops 213 424 63 1 701 ' oC St~ef;l.~"'~ ~ ~ 0.6-13. 0:'52 '. O.64f .1.00 ~ 0.11.1 '~~ ~ ~'...~ I W 'f,!%I~A' Lr' '!) '.lI '" ~ "'~Jlfl,; ~ Travel Dist (mi) ',' 214.1 80.9 5.2 0.1 3(1).3 JriV~&irpfil (hr) ~ r~ '\! ?JJ I g.O .. 0.4"'~ Q~O oj 13.0.~ Ill"." 1."':0 ;::'~ <!~. :;I '!; ...to: :iQ '.'~' ... ::it#. ....Il...~}.':':!. Total Network Performance '! Total Delay (hr) 341.7 Qel~].J.!~h (s).3" II r.:ll ~ ~1iI OJ. w, .1:188.8" >i .r. , "~I ""~,~ ~ .t~ ;;: =.ti", "~.? ;~ r.: ".' ~~,i1/' StbpD~laylPr) ., ,." ~ "'. '(l ~9Z.1 "'; St!e eh!tS) '1(1 ;r:'v.t,l1 >!.. ~6'f'!14 .f I'''.~ . ,,. '(, \\'t 'i~' ::'.; ::;" -.' l!'ji ~ if<" ~ f'T"~o;: TO G S I 5 " 8146'1 ')i.. ~. = ~ve1 ~f )i_~ ~"I' . l:.r"::- ",=",g' l.i L ".~. ".. ,; oj ~ I~~r~ ~ave' Tir1\e (hr) 0:. .;) . '.'1', . ~56: 1111 ~ ~'~ .T: ~' u r"l '.;! ',-:'" ~,' "1. 't ~.?I: ..) ~ 0=1 .. . . 0:\!2006\0601-070 Ron M TIS nAP and Small Projects\07006G2 - Christian Gardner Projeets\M48IiianlliK~nchro\201 Hrvoje Drozdek Page 1 Horrocks Engineers {(!: ,';I " >; L L _ "JI 1< Ili :::; SimTraffic Performance Report Default Meridi~n Gateway 2011 AM + Project improved 7: Franklin Road & Eagle Road Performance by approach ~. Total Delay (hr) , 20.3 --18.3 23.5 40.9 -103.0 - .. p~larIYi"eVi(sr': ~ ~.8<-,1:111.lt. ~~47.R.1 1ii69.7 66.1" ~ in',! '. l'J S'top Delay (hr) ;7.2 17.0 20.7 27.6 82.5 StpellYeh (s) p5.0 103.9 '&::;;41.9 47.0 52.9: Total~~~S 1304 687,. 1019 2561 5571- St~.ti ;J, II' 1.16 ;)1\6 :i~5] iii ~1 0.!J9 Iii I", . Tr~v~rDis~(m:~", 180.6 5~.:t 196.7 389.8.,824.3 ,n " ~ :" ~~~~ime"lir) ~ 1:,; [J 2~,,. 19.9";~2ff.2 4'9.~~~ 122.8':;:I~..!i ."'~ I:~ ,. '\;:,k . '" ~ '!'~ tll ~ ~ ~ ~ ~ " 10: St. Lucas Dr. & Eagle Road Performance by approach - Totijl DelaY (hr) 1.4 3.0 1~-.:2 13,3 32.9 Q!1~ZH~Jf(i) ~ !50~? 64~.~,~ 2,$'.3 20:6 ill 24;~ Mo Stop Delay (~r> L3 2.8. 11.4 7.6 ~: 1 SfD~ (s)'" Iri~ ~~:l';'4J.8 5~.~ 18.~11.81 17.5: ".11' :(.:_ Total Sto,>s '" - 89 174 1179 1044 248f) " ,. J~~ "1..... ~ ~ ~ ~t,.:u\l&h ~ ~ ~.' i!'lo '" 0.89 U 1 n4~~.5A '-"O.~ -1 .0.52 ,'.T,' ;-,\ ".'ll ,. ,.:;~ ;, ~ 'i! 10;;; ,Co - II ;,?~~.~ ~ ~~u~~.... I . ."" ~_, 00 ,.1 _ :.l ... .~TJ ~1,.... Travel Dist (mi) .6.0 16.5 171.4 253.1 447.0 rt;flYeI Ii!!!tt~ty'1.J · !; 1.6' 3.6:;"f:19.3 ~.19tOIl,~~43.5 :I: l1-'F.f~~ ~~ . 'J.;I,:' ,,'.;. lO 'J! ~ ~I:( ~:'I'l' r; trlll'~~-r:t- :::il ,., ~ ,~ ~.,.; " ~, ~ ~; ~:' -. I'i ~ - " ~, II II :-=- I~ ~ ~ ;;... 'f':; ~ , '" I" ;f. ,~I 111) l_ .... ,~ ~ .iIII of "' ''- "~I .. ..F' '!.,. 'J.~ frJ!f' I :<:: 12: St. Luca~llDr. & Access 3 Performance by approach -~ Total Delay (hr) 0.1 0.0 0.0 0.2 {;' !i: ., r1A1~l..\LAh<J(s)~;! ;'.,Ii ,1 1 ~ <l'l.3"""1~ 'It or.; 1.':1 '"" ~', '" ,'l\~" 1, ~""'~;~,, ,l, 00_._ t\;!! I; ...^-!Ji.o.: I~~ ~ ~ 2tft:'iII' ~ r.r~~ 1"." :;.: l!.o ..,~ ~tIl.~ :r.:: ~J. ~_, ~~"'iT- St~)Delay (hr)" 0.0 0.0 0.0 0,1 ~ ~rD~I!'(~:t~ 1"i"';iI /. f..,rf.2 ~, iP~~.9l1:lt '. 0.4 ~ l~;~"' (;\~. I. ~;, I i]l.:,,:. if' ~ ~ ~7Jti"'iff: Total sm3~' 4 O. 42 46 ,+~i\l .<f l;k <1"2. ~ Sf.'ol' , ~~~Yj.I_~..,1< ,g.01 ,-.,O.QP:~I~ ~,..O.OO 1"r~v~roist(mi) 42.0 8.6 2.9 ~ 53.5 Tra~~lllT.e (hr~~ ~" ~ .~~. ,lj 0.2:r~~;0.~~; 2).0 l!! :':4 ~. IJ' ~ ,~1rI. II Ii . l![~ .. ~. i1o....~ t::t::':.:4 i~~' .. rI' ~ " f ~ - - - ....-.- " I'll" <f ~ iii. ':}.;i ~ "'""" ~ ~. ~itlll .~.'. "'.. .. -~ =~ ~~ .. . 15: Franklin Road & Touchmark way Performance by approach ;,~ Total Delay (hr) 'X;!; 7.6 6.1 0.1 13.9 n.,.I",~.\9l;,K 's) 345"" '"3??" 1H42 332 II .j ","!1 II '. l~ 0' ij",..l ~~' ~' D~t:thr)'" " ~",}ld ~. l2),i 4~ ~I 0: 1.;;' 1"~2 ~,~ ~' . ~ · ~ ~ ~- ':G t-: ~ - ~..--,.;t"~ ~Sf~~~lsf,.r1~ ',' ",. ;r~'~;J:;; 2~p'3.~ I~ 2:~ II ~!l ~ .c' '~~ ~ ~~.,~:~" .iff ,\;I~<~ S~~'; '::%\0~9~~g.~~0.~7... O.~l r\l' ~.~.~.~--.~~~ ''lI~ ~~ 1 ,,!f,~ ,'Os II ~ ~:~ ~ Travel Dist (mi) 143.5 68.1 0.9 212.5 TJ~~i!J1e~hr),,') I 11.0 . "7.7 !i -0.1 1~.9 '" l;; .~ ~ ~ :^-",~. ~ \)j A ~ ~ ,~ ~:~.,.. ~. ~ ~r,; A. ~ II I.:~~ =-= s 0:\12006\0001-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Proj~ts\M4iidii~nchro\201 Hrvoje Drozdek Page 1 HorrQ&:ks Engineers . ~: -: . " ~ 11I ~ m I,: r M io<j!, Meridian Gateway 2011 AM + Prpject improved · 20: Access 2 & Eag.le Road Performance by approach ~ 'I '~ SimTraffic Performance Report Default ~ . Tp~~1 D,elay (hf, 0.1 2.8 4.5 I<! 7.5 De!:l\i..'\ 'eh:'s {ll '.' "i 0 6 I 5.5 ".;7.0 '''6.3 ~J< .,.;f' "_ Stop'd'eTay't~r '" ' ;, 6:1 0.0 ~~.1 ~0.2 . .. ~.~e.b (sf cr, 10.6,," O:t 0.1 0.2" !~l~tOfil~, -- 36' ,. 8" w 0 "44 ~i'alM,yp ~ ~~".. ~~.14lG~,..p~~0'~j p.qp ~ 0,01.1 :.." ~Jill ~,~ " :i'''' ;ll ~)ro:..g.,,'l! ~~;.~ '.' ,]"rayel Dist (miJ, ;.'9' 2'1.~7., 2~6~2 490.9 ~ ;'; ,,~ .. '- ~~J"Ii!rlP(hr)ellil: ~*?i'~ 0.2 ,">'R:5~'iil&1 ~1~.8.i\: r: ~~ tjl>~ = II,,;'~ i>,R,!!, ~ ,f,~~!~' ~, " ~ "w. tll ij · ,., re )" :.mJ, , 'Nm ~ ~ +i rb ~ ~ '.: .... ~ r.fll= r/:n ~ ;':i lo! ~; :1 ~~ .. H.~ ~ ~ ~41 ! ~ - ::Jcl.' r~'" mt';g."~.l~~ 22: Franlgin ,Road & Access 1 Performance by approach '[Ij :~ b~~y~Vl!h,';~ s' ~,.;.:- Il1!' .!;","'~ ![!!J;:.b ".11.0 .3.8~'J. II..... =!' .." r. ~),i:?- !Wi '\-. eo~ ~1<"l~I~ . T ,:~~ :l' .., ~''i! \I!l,..... ~~ ," ::r. ~.!~" .. op nay \lIr) 0.0 0.1 0.1 0.2 i~fes(S) ~...'"' ~ "~~ N O~~ ~ 02{' [.J~~~ ~ ll.i:-'" ~~~'~,.. '"" " :~~.~ N~~~ ;~.~ ~~& air> .'^ 'V6.~~ ~f~ · O;9~~":: ,., .~ -'. .~. "ii'j ~. i,j..: "'l',, .,,~,.;t~ ;'fi' 1i~'1I~intr . hr),& ~~('O~.p"~I~.~ 1~Jt.'1i M,..7.~ : ~' .~ 0-; Ii ~I! I f.i~~~! 1/.u.~'~ \r ~ ~,,""~~[if'-~~ '" . Total Network Performance ''- " Il , StgrJ De~xJhr) , , .' 1 ~t:'u - . ~~{st"'!:<'" '" rliikr'~ ~ ;;.~! f?7 ~;.t.J ~ ~"rl'~~.:~Jjc~... ~ II. ~....I~"~ ~;....'l~~ ~~'ire~I~ T tal ~t - - 957u -- ~ ", '" ':'~70~~~L~ '. - .- ~. ' -' .~~I~~ ~ i-fi~'''~ :"&~ "-~ ~1,.~8 ~",.~. ~K .~.~ ",l " .,'M:~"~,~~r.il :F;~~,,~~ Travel Dist (mi) ,.' 476~.5 ~Ilimct....(hr) "~ :l:,!l,1oo;-i~, .288.5. ~ Ii-"; . ~ ~ ~I:= ~..::..~ 'J1!~ ~-~ i~ oc ~ -I -.~ . ,," ~A ~.Il:o<"'i-ij,~ I ~... iV. .~.~$'l1 .mL"~ " ., " . O'! lit (, . '. III 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardne~ Projects\~iralWt",..tlYl1Chro\201 Hrvoje Drozdek 'Page 2 Horrocks Engineers ~. r::: (t - ~ - ~ '" :@ .. ,., Ii Meridian Gateway.. 2011 PM + Proje.ct improved ,"! 7: Franklin Road & Eagle Road Performance by approach SimTraffic Performance Report Default " ~ Total Delay (hr)" l}tJpyJ ~eh (s) ~ 1('."'" Stop Delay (hr) $.tr,Q.eW~h (s) ii Total Stops ~O~~~~ TravefTiR).e"'(hr)~4 32.9 28.3 25.8 32.8 ~.2 11~.9 ~3~.6 I ~.2 66.9 ~:.y-,. 29.3 25.8 17~ ~.4 97.2 88.3 10~.4..~ 21.6 49.2"1 54.3 1546 1138 1481 1781 5946 .;,-.-,1r:- ~1s.33 ~.57..-;: F/llI ,.:0.92 A(.) ~ l! IV-." .: 1 g.ft 82.4 288.2 330.5 892.6 ~ ~ .,"38.'tW!i30.6 1J!~21~'Oj 40.2. 141.7"" ~~I 11 < II !~IIJ:;'; ~ ~ ~ ., j" '~ " ;~ '" r~) ~ ~ n ~;:.i .~.I~: " m :.,;,~ :~'"li/i:..~ ~ ,'/ J! " :0;:; 'l! ii 1;; ......)2 dii ~~"r? ,<:<<' ~ "'~ ~ ~"'-,,<-, ~ ~ l.;.tl.: M 0; St. Lucas Dr. & Eagle Road Performance by approach"' l< ~~ Total Delay (hr) 7.4 12.0 14.9 7.4 41.6 ' DelctY.l.v~If(s). It; 92.Ef l.1.3 "'.)-2t.5t' 1113.4 21,.9 r,~ '.' _, l~. 'T:;;': "'~. _Oll~ ,,";' Sr~J~;:lay(hr( _ 7.1 10.8 _ 9.1 4.8 31.8 ~~:ns(~) ~ me, .-.il;~" 67~~'~ 11139~. ~9~ :83'~ ,",;~(\ ~ '~ ~~ r..~)' ! .~ .fi~i.~ _ ~~;~ 2~~" 4~~ "~Jl_ · !,'.. ,..." ~ ,l'l" .."~ ii'J/, lra~8~1.l"'e;<hr) . .~ ~I tiI'~8;t) i!114.1~]~1i9A 1: 12.1 :-'53.6 ~~'t;\~.,,,.. ~'j "1\ ~ '" . !I!;:( .{r~ ~ ~~, .. ~ !; \I :r( '!'~- ,'. I' "1iE' ~ '0 ~ 12: St..Lucas Dr. & Access 3 Performance QY approach Total Delay (hr) 0.1 0.1' oA '0.6 ~ lJ ' 'pql~~'i~h (s) :~ (.j ~ ..~ Jt:5\~ ~; 1;;1 =- ,.,7l.19~~ 2.6 ~.~~ I~,,, ~; '?.~1:=1I I '>I '1j.~} Stop Delay (hr) - 0.0 0.1 0.3 0.4 sf ........_,~KI'..~.<\ "!L,~'::' -,tin 6 n 4 ;"\;:7.0:<1:'1 1 9 ."'i...- ~ ,. <,-,.. II (o:..,.~, .;ii>o'i ~~ ,ji :>1' - LI .,; · ~~~ "K~\"J ;w~' ";Iy.~; ~ ~ I. I '*'" ~:" ',' - t<'~ ~ . ~ u ,,\~,~.\.... · ..""- ToUlI Stops 10 3 170 183 .- ~~~;~" ~ iii l:i :..0.0;>'"'.:: 0.011 ii:1.QR'l._~O.~3 r;; ~ ~ ;;~;.:<; '~' :~:N ~ ~. '-1 rn ~ ~, ~"'I~ i!c:!f'~~' Travel Dist (mi) 19.1 28.8 ~I 11.9 59.9 -~ .' '" ' U\!!II i't.' \ "7 ' lh - ~ . ;0 !'i -I' " J"raY~)m'eithl J ~ ~ + 1I0~". u.9., NoO.9:,,~ 2.6 '" ,~:, ~.., I ., ,- ,'.' ';0;;, =)I.'=- 1:1 . .: '" ",...., .? I ~ i!'s -~ ~ - ~ ~ 15: Franklin Road & Touch mark way P~rformance by approach ~ ~ TOJa'-Del~y(hr) 6.7 4.9 _ 0.2, 0.0 11.7 - , , D ~~"h ~ ) " '" Ij..!. - - ", - ,,'~ ~ . - ..JiJ!; ~~n e I \! ~., VJ'I r..../ ~q.o. J9.i It...,5.o';~ 00 0.1 ~'" 23,.5. '''''; ~; w;<,,; ". ~:' "I . IF'. ~..." ~if-;ir~ St a (hr) ""5:0' "3.1 0.2 0.0 8:'3 St.~INA~(S)~. ~t..."'5 _J.P2.:! ., ~I) 9 lb:; 4.9 ~r.<-:\'O.' ~'16.6 ~ . :; 14--;.. >,'1 j! ::-; '" .(./1 ....'i'_-~I if "M~ ,,~ T~~S"'T' s'_ ~I . ~T~9 "~6 46 ../;'"~ 01131 - ., ' . ,- ~ .- n P)~ : Stll;~/~~'''--~:Jd~ I! n 6~.J; 061/" ,,~...O "OJ<^ "~63 l;i;;; ",,t; -... -, ...... '" __r..,';~ L>"3.1 a-..,.- ,.",~. ~...~~~ 'to ......:;. -'='J. ~! ~I[O . T.~~W."" . ~ ~ ~ .---~~': ~l, l't;\~,~ :b'. "~l'! F.IIIri ~ -:. ~h.~ ... ~~~ ~, H;; ~ ~Et.),n Travel Dlst (ml) , 145.1 86.9 ~.2 0.1 2 .3 -, . T~IJJ~e'1hr)~ ~: ~10.1 ~ 6.9 :r....p.4 00.0 17.4 I~ oO'i.' "Ii':.... '4~"r'F~' · fi. ,", ,-J!-~~'[.i · ~ .. - 0:\12006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\~il~~nchro\201 Hrvoje Drozdek ~ Page 1 Horroeks EllQineers '. ?i :'"-(4.11;: 0'1 H_'.', ~~~ ,~i~, - ~' _ i \b '!l ~ ~; '" SimTraffic Performance Report ~ Default Meridian Gateway 2011 PM + Project improved _ 20: Access 2 & Ea~le Road Performance b~ appr.oach - ~tal Delay (hr) se.7 8.7 2.8 62.2 " ,~ , .., ~ -. . ~~~~~~~('ii~,~12~~:~ 1~:~Ji..I~~'~ !:;:~ '\" ;{iI~ - ~ ~ ~ :~. II ~ ~ ~~, ~ii.,.!11 .J; S!~e~b (s) 'I~~ ,""Wll121~8. 0.9 ~ 0:1" :.i39.q,." ;;; '5 . ,~,~ r'a,'''' ,1\ I) Total Sf s 157 307 2 466 ~t ,.,.!!I~.;~ >/"'l':>:'.: 1.Q5~~r&g.00 ,...Q;)p. l:.l r..1i.-:"II[~ So' ~..ifI:.: :.0' 'Y ~~j :i0l' ~ 1I''If. dj![f"-""I~ .,!1' ~~~I T ~~~~)f>.!'4 ~ 5~'~ ~:~'~p~~~~ 5~r~ ~ ~ .. ~Fo:~ T · ,. '~.if",,~ ~ r~ ~'M. ~~ .', ,~r~~~~11 ~"W~ I ~ ~ i 'lo: . ~';}Ii:. . (1;' . \1 . ~'11 ~. , :. ~I ~- ~'. ~''''i -~ ":g''xW ..1I'j~-~1;. .. ~ 22: Franklin Road & Access 1 Performance by approach It ~! ~ ~; TotaJ..DelaY-Q1r~ _. . ,-,o.a '2.0 ...0..2' 2~9 ' . ' , ;"i Q~'ivtf"tS~,";!..I.;.:; ,3,3 8.0 J2.6 .5.9<r..., - . I~ ", IY i.!.r:: ~: ......~" ~. "'::;.~. ,,~Zlif~ O! -ml' '<' Stop Del~~ (hr) , _0.0 0.3 0.2 0.5 '" ' .' >0 ~ n\:laPtR.ITI(e.~. 'OJ!&.~' ~n 1 . 1 2~ 191":~ 1 0' "'!;,.' ',"".'"c'II;;' '!,.' .;; Ii ","-'~, ;\" {i 1\ I. ,. :p)',;/~ "'I'~~WIt.. ,,=/I~~ ~ ~'M~ '!Y..:~:. .. ~ ~l'" I~ .~ X .-. ~~ ~ . II ~. ~ ! L..' I 1;", :~~" ~.I IIii; ~~,_~g., ~ ~P1.~ r'~;" ~1-~~ Hd.~ g ~~ i1lr~ II ~..p <e>!1~!? ~ ~.~"'~~ ~~~; ~!f~'~.if~l Trav~IDist(mi). 86.9 161.9 4.;3 25~.1="., ,,_ _ ;r~ 'T.:~!{h'J\ 'J ~ '" 1/3.2 1-5 7 ._~.. ~ ,19'''' -:Pol),;." ,~!L:.:- ',...... ~_~II.~~ '<:...~~L.., ;;;; "-N!'l '>",!1fII1 ~'~~l;'I ""'! .'..1#!;1f~_"IIt:t\1:IIJ:..: . I_II: J~ . ~v.'" ~..... I: .--.= ~ II r:..~. ",(:: jTt_~ ~~~:;"!';;~:I!: 'r;......"JTry,;j~ ... ;, Total Network Performance 'I ". Tota!pel~ Jhr) 255.4 ~ ;;; ., i' , .. '" De1ay;LJmlpl,\ ~ w.>.., ~:y~~,--- ... ",.1?,1 81!'" i"::: ".: ~f, :!: ~~ kl>Cl''''-i..;> ii~! ,.~o:(,-'t:li:. .,{t1. 3!i ~~\.~ ~op r:refay(h~ Ii . :r.;,,,... '" ""'19ta ',' '" '" - ~"'- .....-;..." W.~~, ';'III., -"''"'o,~ " ,. Sf~QQ~~e.)ttl" ,~j ," 'I'; ~ ",.,. :.-: ,J~ ~~i:l5 <i, ,.j'. "':'o&~ ~ (, (t.., l' r; ~,~ .:;) .N~; '~~ ",!'!," ~'*.{f!. ~,~:lw,., rq~,. ~..~ . ,: Tb'fEifsroO~'''i;1 HI 1!J"OOl ~ I 1.1 d>i,~ - ~~4 !" .... diN-. ., )I ..,,~ """~~.. '~'''~"\'H~'' ~~t'. ~~~"" ",,"~~~ -.' .." ~jf.~: ~ .A. ~''ll IT ,"." ,;'f>.,pJil i(ra~~i'irTi~ (hr) rt..}~~ ~ .1. ,~, 386.8 "4 Ii' ~ {!:. ;':1,','1 :.1 " ~j... . 1'; "i:~ ~ ~6 r) ,~ ir'-~~~ ~......-r: =-.:...'11 I ~ 00 @ "' ~ ~;i ~ ... 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Proj8Cts\MeDiim8~nct'll"0\201 Hrvoje Drozdek. ~ Page 2 Horrocks Engineers '; . ~ . ';',;: !t ~ '~ ~.~:;:~~I.~,:~r~~",,"IZ <#_~M::~i:~.~ ~~-,~~~~~~~_'Sk:~-::' II.~I"'~~ RADIUS NOTIQ: REPORT 1-/.-I'<'r:b-'9007 FILE NAIVIE: Ahlquis ~ Owners Owner Address ARTIACH JOSE M 2770 E FRANKLIN RD MERIDIA~)D 83642-5953 :W: Property Add,-ess: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ID 83642-0000 Property Add,-ess: ahlquis ARTIACH PROPERTIES LP 27N E FRANKLIN RD MERIDIAN, ID 83642-5953 Property ~re~:-: ahlquis (, ~ :t ::' ;'II l'i . ,":'11.:: ARTIACH PROPERTIES LP (('jIU I:=! 2770 E FRANKLIN RD MERIDIAN, ill 83642-5953 Property Address: ahlquis ARTIACH PROPERTIES LP ~ 2770 E FRANKLIN RD MERIDIAN, ill 83642-5953 Property Address: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ill 83642-5953 Property Address: ahlquis BARTSCH! RALPH P LIFE ESTATE BARTSCH! LA VONNE J LIFE ESTATE 719 E MARTINIQUE MERIDIAN, ill 83642-0000 Property Address: ahlquis BENTZINGER RONALD W BENTZINGER CHARLET K 3250 N MONTVUE DR MERIDIAN, ill 83642-6314 Property Address: ahlquis BROWN L KENT BROWN DEBBIE 3 161 E SPRINGWOOD DR MERIDIAN, ill 83612-0000 Propert~ Address: ahlquis 'I'" ~..., ~Ji.flt 1~~O(~~W,-::,~~-.tF'":-;~'lli\i:~~:-' ," ~ --.'-, ~~ :::1 O'~ners L~~i;:~ Owner Address ~~~I~:~,r.~.;r'it.~~:")'~~.~IW;:.:.~-ti!h-i~~~~~:.;I~-; CAMPBELL PO BOX 2255 WENATCHEE~ WA 98807-2255 Pl"OpCI"t:'" Addrcss: ahlquis CARRITHERS MICHAEL A SR CARRITHERS B GAIL 3133 E AUTUMN WAY MERIDIAN, 10 836!2-0000 '" Propert~ Address: ahlquis CASTRO FERNANDO A CASTRO MARIE-ANDREE G 3185 E SPRlNGWOOD DR MERIDIAN, ID 83@2-0000 Propert!ll Address: ahlquis DEMEYER PROPERTIES LLC 3530 E FRANKLIN RD MERIDIAN, ID 83l6if2-0000 Propert)Jl Address: ahlquis GALE JEFFERY A GALE SANDRA K ~3"160 E SPRlNGWOOD DR MERIDIAN, 10 836-lf'l-6:l"f'l PropertY' Address: ahlquis GREENHILL EST A TES SUB NO 3 WATER COR ~ 3136 SPRlNGWOOD DR MERIDIAN, 10 83G1JQ-OOOO Property Address: ahlquis . GREENHILL ESTATES SUB NO 3 WATER COR 3136 SPRlNGWOOD DR MERIDIAN, ID 83~2-0000 . Prollel"ty Address: ahlquis GRIFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ill 83642-6314 Property Address: ahlquis GRIFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ID 83642-6314 Property Address: ahlquis GRlFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ID 83&42-631~ Pr()pel"t~ Address: ahlquis It ,". II' I] ~~_-:c:... r.~ll' ~~-=:r"'~~~C-..r=R-'m.='l~~.!!~~~':.~!~_~~~ =_.. O\\"fll.'rs ~~,l'!-ffg~~_= IJ~--', HOFFBAVER ARLES TRUST HOFFBAUER ARLES F TRUSTEE Owncr Add.-css . '-'-~' ='_~~~~~:~<~',-....;:a~.', 55:> S SILVER BOW AVE EAGLE,.; ID 83616-6205 Pmpcrtj Addrcss: ahlquis IDAHO UNITED CREDlT UNION PO BOX 2268 BOISEI 10 83701-0000 t' Pml)erty Address: ahlquis LINDLEY DALE B LINDLEY JANE 27146 S KINGSBURY WAY EAGL~ ID 83616-6008 Property Address: ahlquis ~ LINDLEY DALE B LINDLEY JANE 2746 S KINGSBURY WAY EAGL~ ID 83616-6008 Property Address: ahlquis ". i:"i" ,",..\ 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 ~iii MED PROiwLUi ", ~ ... Property Address: ahlquis ~"J. ,~ MEDLAND LLP 3520 E LOUISE DR MERIDIAN, ID 83642-0000 Property Address: ahlquis y 0, MERIDIAN MEDICAL PLAZA LLC 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 '.j<' Property Address: ah1quis MERIDIAN MEDICAL PLAZA LLC 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: ahlquis OWNBEYJAMESL PO BOX 42 MERIDIAN, ID 83680-0000 . Property Address: ahlquis OWNBEY JIM L 3359 N MONTVUE DR MERIDIAN, ID 83612-6315 Property Address: ahlquis ~ ;~If; -~~'I-...a:';~=-=',I! I- IO~__ .~~-~ ~~~n:~..~ ~. O\tt'ners O\Vner Address ~~'="......~~~ "",II ~l"~~-----.~~~~~:-:~~~~~~~:i3~'~_iJ$_~--,;:,~_~,ii~ -- -_.--- -,~ PITCHER DANIEL T PITCHER JENNIFER L ;;;157 E AUTUMN WAY fvl,ERJDIAN, ID ~3()t42-0()()() Propcrt:Y' Address: ahlquis R C WILLEY HOME FURNISHINGS 230] S 3QO SALT LAKE CITY, UT 8'41 ]5-2516 ~ Prollerty Addl'ess: ahlquis R C WILLEY HOME FURNISHINGS 23()] S 300 SALT LAKE CITY. UT 8~115-25 16 '~, Property Address: ah]quis ROHR ERIC P Jit'60 N MONTVUE DR MERIDIA~ ID 83642-6316 Propel1:y Address: ahlquis SCOTT TAMARA L !I'",2168 N VIEWHILL AVE ;'; MERIDIAN, ID 83646-3793 Property Address: '" ahlquis ST LUKES REGIONAL MEDICAL CENTER L T 190 E BANNOCK ST BOISE, ID 83712-624] Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON, OR 97005-0000 Property Address: ah1quis TEID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON, OR 97005-0000 Property Address: ahlquis TEID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON, OR 97005-0000 Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON, OR 97005-0000 Property Address: ah]quis ~ 1'iI"'- '" '" ~~"t-,.'..' f:,!, ~l,l ~~ ='1- -r..; .~@~.~~~J:~,~~ ~~~':"-~,.Jy~~~.~ O""ncr:.:~ OW~ler Add,'css ;=-~': = "-~'.~'=~:~"'~9~ ~~r",[OC~~'~""~L",-,,~...:,;jj!;iF~:~~ TBID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON. OR l}7005-0000 Prnpcl"ty Addl'ess: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON. OR 97005-00()() Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTONj;'OR 97005-00(~n Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEA VERTON,.pR 97005-0000 Property Address: ahlquis TBID-MOB I-SL LLC l~ <;. PO BOX~)67 BOISE, ID 83711-0000 I. . ~~.-: II - PI'ol)erty Address: ahlquis TOUCHMARK OF THE TREASURE V ALLEY L PO BOX 1355 MERIDIAN", ID 83680-1355 Propel"ty Address: ahlquis VERSKA JOSEPH M JORGENSGN SAMUEL S .......~ 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 PI'OI)el"ty Address: ahlquis VERSKA JOSEPH M JORGENSON SAMUEL S 360 E MONTVUE DR STE 100 MERIDIAN~ ID 83642-0000 Property Address: ahIquis WIGOD PROPERTIES LLC 14559 W KENSINGTON CT BOISE, ID 83713-0000 Property Address: ahlquis WILLI AMSON LANA J 3182 E AUTUMN WAY MERIDIAN.. ID 83642-6239 .. Property Address: ahlquis '" ~ '" ~rJA (' / I/~ \kt- ~ I L~ c:: ~ '--- ~m =='~fM ~ I ~ '~'r \ ~ ~O , .~ 1/$ , \ f ,~ l.----- RAVENSWOOD '\~\\ ~ / ~ ,\\...,~ ~l=~)bLJI ;", .~ I--:=: ~~ i.. i,- I f- ~ ~,~ ' '... II ALIl.EN J f: Ul : '\" Mr l~ Ita =~=~r~ - " \ ~ c<: - _ ~........-- _ 0 c- ' , ::; \~I. I EAGLE --------- - I I -----------,n---i ' I 1~/ / A j- ""f- MtlM-f..1I ( J f I ~ , 1 I ~ l )> ::T - ...c c -. en r-+ ; )>, :J :J CD >< Q) r-+ ; o :J ;-v: ........ ........................ ........ ................ ... .................................... ................................................................................ .:~:::::~ I:lICKORY_ = - -- - ii'" :.:.:.:.:,;:::::::::= !'-. :': .,~-~ .., -,. ST LUKES ,,~;;;;;~ '1 ; m ~ 4 ~ i\ IJ. " :J: .' ~ 00 ~ ,t !Il - / ~v~ <0/1 ~-- ~ r \rOUC ~~"'I( ~l 1______,---- LI. I------- BERNIE ;4 ~ ~ ~ =e ~ ~ B~?ca~2~-:\'<iL 0 h ...,......;D \;>-' ~ ~ ~ <Po<P %;;0 CO.;fo- 13 Ul a ~ (?",'Y ~~~:6; ~ f~n- '-' t.-. --~ M- I ( l f--/ - - f---- ~ S1'lVnifnV9 ~~ ~ :2 ^ r- Z I--- OLSON c - ~ ~ - - -=- - - I~ -- -' - - - II .. ~ z ~- ~ " 0:: z ~ () :;; c; -.' , m mm m_, "~" - ( - - , ------