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<br />TRAFFIC IMPACT ANALYSIS: Santa Clara Schoof Site Redevelopment
<br />
<br />PAGE 29 OF 36
<br />
<br />Results of the intersection perfonnance analysis calculations are documented in Appendix H, and are
<br />summmized in the following table:
<br />
<br />r--.....~......... ........-............ .-........... ........._~h........~............ ,
<br />TABLE 7: Intersection Performance Results i
<br />. , .
<br />
<br />: .. ,......' . ; (PM P~ak liour), . .' _ , '., ,
<br />i-;:.:....;.. ....~_.~-.,-......-_~_n'."'. '._n....-:,.....~___.-;......:.,. ..hH:. ;-.~,. ~----7..n..h_;.;.. _:__._...._~........;- ". _ '" .._.~._~....,.........~.~-....._:;. "'....u._ .,...,,'.....-...,..~ _.....:-_..... h_-,':J~~"",,___~,_._
<br />
<br />Year 2007 Year 2008
<br />'No-build' 'Build'
<br />(Existing)
<br />
<br />Year 2008
<br />'Build'
<br />(Proposed)
<br />
<br />Year 2022
<br />'Build'
<br />(Existing)
<br />
<br />Year 2022
<br />'Build'
<br />(Proposed)
<br />
<br />i
<br />
<br />Intersection I Movement vIe LOS vIe
<br />
<br />LOS V/C LOS V/C
<br />
<br />LOS V/C
<br />
<br />LOS
<br />
<br />SIGNALI~Eii,< ,:.... :'. '. '" ;;, '". ,; <.. .. .,<: .: ';,' . ..">':~::,, ....' '. '. : "".'. ".: :.":,; c;..' "'.: ..'.< ;', i
<br />
<br />River Road at Hunsaker
<br />Lane/lrvlng Road
<br />
<br />0.91
<br />
<br />D 0.98
<br />
<br />D 0.98
<br />
<br />D
<br />
<br />1.41
<br />
<br />F
<br />
<br />1.43
<br />
<br />F
<br />
<br />
<br />River Road at Site Access
<br />Westbound Right n/a n/a nfa a/a n!u C n/a n/a n/a
<br />River Road at Green Lane 1
<br />Northbound Left nla B n/a B n/iJ B nfil C n!a C
<br />Eastbound Approach n/a C nla C nia C n/a D n/a D
<br />Southbound Left n/a B n/a B nia B nia C nfa C
<br />Westbouncl A.pproacr, n/a D nia F n/a f l1ia or' n':; F
<br />Hunsaker Lane at Site Access
<br />Northbound Right n/a n/a 0.02 Dc' a 0.()3 n,'(: 0.01-; nia 0.03 n/a
<br />NOlihbound Left nJa n/a 0.22 n/a 0.22 fl,/a 0.34 n!a 0.35 n/a
<br />Westbound Left nfa n/a OJiJ Ilia 0.02 n/8 (J.G 1 llia 0.01 nia
<br />
<br />Green Lane at Site Access
<br />Northbound Approach nia
<br />Eastbound Left
<br />Southbound Left
<br />
<br />L......:.",,,,.:,.:.." s.~~~:,:~~~:~,:. Right
<br />
<br />nia niU A n'a n!a n!a A ii
<br />\ ("" i\ '" A "
<br />n a n a Ill'a h, n a '.... n a ,'"). n d i--, ii
<br />
<br />n a H/::!=-" A"," ,','" B I"' 'J
<br />ll/a r: 3 II a A n a A II 'a A I n'a ,tI, .-
<br />
<br />
<br />'. - ,',',',,'.','::,w........... w.....~-=-""..,.,:......~,.=,~~.w.~l.., , """",...w....:,,=~~....:.=~,..,~:,.,.w,==~
<br />
<br />ll'a
<br />
<br />nia
<br />
<br />imK"f~.','), Fn:lFh EYi"FI,C(.:.-.rpio
<br />". ,." ~U.'h . ~... r.'-' ..I.. '. .. - ).--(:-
<br />"'':::::-:'
<br />
<br />1,.:(,
<br />............'....
<br />
<br />August 28, 2007
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