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Record of Decision Attachment C -Agency Comment and Responses <br />- - Federal Courthouse FEIS <br />:_" _ ,. ~. <br />Sprin~e)d R)verlmntSite <br />-..Pege3 <br />southbound vehicles through the `A' Street/Mill Street intersection interfere <br />with traffic adganning from:+A' Street onto Mill Street: These conditions <br />create substantial traffic safety conoerna. The SIGCAP2 analysis and a <br />vehicle queuing illustration are attached. <br />3.2 <br />ODOT, has aoEevaluated.these conditions for 2018, buf it is expected that <br />the conditions will worsen. Traffic volumes ehotild beprojected to ttae <br />Regional Transportation Plan's 2018 horlion and a 3IGCAP2 analysis <br />'should be undwtaken for thoae;volumes:: <br />Conclusion. Development of either site has traffic safety and mobility <br />implications that call for mitigation. ODOT has not deveioped mitigation plans <br />and will wntinue to work-with the U.S General Services Administration to <br />determuie what appropriate mitigation should be. Please feel free to contact me <br />at (503)'.986-2653.: . <br />.Yours truly, <br />~~~~~~ <br />~: <br />.John G, deTar . , , <br />:Planning Manager , <br />ODOTRegion,20[fice ,: <br />Attachments (2) <br />ec: John Meeracheidt; Iierrera Environmental Services <br />Senator.l2on: Wyden <br />r Senator Gozdon Smith ' <br />Repredentative Petet!DeFezio <br />Nicholas Foctey,.FHWA:; <br />Dave Reinhard, City of Eugene <br />Nicholas Arms,, City of SpringLeld <br />Ollie Snowden, Lane County <br /> scrxort = 1 - scENnAZO '= x ' ' anTS TItdS o 2 2 . o i sl : al : o : ntd <br /> PROJECT: ~~F+ldaral~COUrthou~e. sl8. ~ HNALISTe~ qpj- <br /> !'sled ' ;C::~Q$R~82GCnP2~S8DCOD~1~ItID4ILLv8IC1 - <br /> CITY:--~ . ;'Spriagfiald <br />~ PO>lHt.1l~BN : <tQ0,000 to 500, 000- <br /> DCSCAIPTIONd ~. tutvro:buld scenario <br /> ' ~ <br />~ ~ INTERS&CTIONLOS ~ D <br />.. <br /> . :. BATUAnTION x.539 <br /> . - Cs 60 -Ge48'-Ta~12~. <br /> cull <br /> .ire sd v/e <br /> 277 .139 <br /> ~:~~ 609 .396 <br /> <br /> 609 .338 <br />~ <br /> 1'W V/C ~.339 <br /> <br /> <br />~ <br /> <br />~ / <br />. <br />N <br />s=ccal? :2 <br /> . 7W V/C 256 <br /> <br />. <br />1:l9 .Ie1 . <br /> .. ~ - ~ ~,N-8 V/C s .296 <br /> B-W V/C a '.338 <br /> TOTAL ABIDER ~ .200 <br /> edtNnaaaa. v/c :-: coo : ' <br /> >~[ ~ Ad~u~Ced Volum• .10IX~. V/C- <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> ' lfOVlO:NT VOLL1e0t8 WOVE 6ATURATION lfOVl~t1T L09`~~- <br />APPA L T R TOT L T R l T - R <br />SOUTH 15 241. D _. .236 830 83Y. Ot D D .. <br />NORTH -0 62 215 277 0\ 83ti - 83i .. D D <br />WSaT o. o o o of of : of ... :.. ... ' <br />SABT 6 .1081-- 131 121a~ B3i 83t '83Y D.. D D <br /> <br /> <br /> <br />PPR <br />TRUCKS. <br /> <br />! <br />~~ _ <br />PED~ <br />DI8T . <br />~: LANE- <br />WIDTH __ <br />- - <br />~ - PHASING. . <br /> <br />-80UTH <br />5.09: <br />28fY <br />12:ft: _ <br />-W-B -DIAECTION'BEPARATION -_-~ <br />NORTH S.Oi . :28fE 12:fb' ~ - - ~ - <br />WEST $.O$ ; `2Bft 12:£t E-W -DIRECTION 'SEPARATION <br />BAST `5.09 " 3dit 12:ft - <br />'~ <br />LEG :- LEC.VOL~ <br />-AT,IAB~C <br />- APPR - TIME AVAZL (sec) <br />L T. R AED Tltds,(v6C)'- <br />L. ~ T A (dOVa BTORAGE (ft) <br />L~ T A <br />8o0xa ~:2a6 ~ SOVTR ~.10.a lOlB~ 0.0 45.2 45.2 0:0 - 175 175 0 <br />.NORTH ~~573' ~ .NORTH ~0.0 .11.6 11.6-- 0:0. -dd:d dd.4~ 0 186 186 <br />WEST 1157. WEST ~ 0:0.'. 0:0 0.0 0.0~ 0.0 _0.0 0' '0 ~ 0 <br />8A5T. 1075 ~SAST 25:6~ `~25.6 .25.6. 30:6 30.9 ~ -30.d~ ~291 291 291. <br />