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<br />Dow!ing Associates, Inc. =_.-
<br />Transportation Engineering I> Planning- Research- Education
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<br />Table 6
<br />Intersection Levels of Service - With Mitigation
<br />
<br /> EXisting + Approved Existing + Approved Project With Mitigation
<br /> Traffic (No Project) + Bl>rnal Commercial Trips Existing + Approved + Bernal Commercial Comments
<br /> INTERSECTION Control Delay' eo, Delay' eo, Total GeneralPlanAlt.BMitigation Oelay' CO,
<br />, Bernal ~Case AM $ignal 35.2 0 35.2 0 ,
<br /> Bernal Case PM S"nal "0 C '" C .
<br />2 Bernal @First/Sunol AM Signal 40.4 0 40.5 0 "
<br /> Bernal @First/Sunol PM Sicnal 37.1 0 37.4 0 "
<br />, Bernal ~ :-68058 AM l-way5lop 2045.7 , 2042.2 , , New Signal 43.0 0
<br /> Bernal 1.680S8 PM l-waV 10eeA , 1085.0 , , 46.5 0
<br />4 Bernal @Koltinger AM 4-way WA WA 13.3 , , New Signal ,., A
<br /> Bernal @Kottinger PM 4-way WA WA '" , " ., A
<br />5 Bernal ~ MainSt AM 1_waySlOp 2045.7 , 2042.2 , , NewS;gn.1 13.8 ,
<br /> Bernal MainS! PM l-way 1088.4 , 1085.0 , . ... A
<br />6 Bernal @Valley AM S;ll"al ".2 0 ".2 0 , Double SB Rigllt '''' , Constrained
<br /> Bernal t6l Valley PM Signal 87.9 , 88.2 , . TrlpleEBl.eft "., , Galeway
<br />7 Bernal @Vineyard(N) AM Signal 14.9 , 15.3 . '"
<br /> Bernal ;a; Vineyard IN} PM Si;"'.1 411.2 0 51.1 0 "
<br />8 Bernal @VineyardfTawny AM Signal '" C 22.7 C "
<br /> Bernal ~Vin&;"'rdfTawn:' PM Sianal '" C 28.8 C "
<br />8 First @KottingerlSpring AM Sill"lll 91.1 , 91.8 , , Make Spring Streetoneway 60.4 , Downtown LOS
<br /> First 6l KottinoerISpri~~ PM "'". 132.6 , 141.4 , " weslbound wes! of First Strul 32.2 C Exemption
<br />10 Firs! ~ Neal AM Signal 17.4 . 17.7 . .
<br /> First Neal PM Sinal 36.7 0 38.4 0 "
<br />11 First @Ray/Vineyard AM Signal "., , "" , " ProtecledPermissiveeast/weSlleft 29.3 C
<br /> First @ RayJVine~ard PM Sianal 13.8 , 76_7 , 39 lumarrows 51.9 0
<br />12 First ~Stanley AM Signal \4.0 , 14.0 , '"
<br /> First Stanley PM Slnnal 14.6 , 14.9 , "
<br />13 Hacienda ~ Owens AM "'". 25.2 C 25.3 C ,
<br /> Hacienda O~M PM Sig",,1 47.1 0 47.2 0 ,
<br />14 Hopyard ~ Black AM Signal 22.7 C 22.6 C ,
<br /> Hop~ard Black PM S'nal 240 C 24.1 C ,
<br />15 Hopyard @ S\oneridge AM Signal ". , 56.1 , , Conve,,1l1NBthrutoUNBI.Mt 36.1 0
<br /> Hopyard iffi Stoneridge PM Slansl "" 0 ".. 0 , 36.4 0
<br />16 Hopyard ~~alley AM Signal 16.9 , 16.9 , .
<br /> Hopvard Valley PM Signal 79.' C 30.0 C "
<br />17 Hopyard ~,!"estlasPosUas AM Signal 25.0 C 25.0 C , Restrlpe to create Iriple westbound & 26.1 C
<br /> Hopyard West las Positas PM Signal 61.7 , ".0 , . northboundlel1s 39.3 0
<br />18 Main ~ ~ay AM Signal "., 0 "" 0 , Southbound prot&clfld permissive Iflft ".. 0 OowntownLOS
<br /> Main "'y PM Signal 453.2 , 452.5 , . turn_reduces PM de18Y by 66% 170.0 , Eumplion
<br />19 Santa Rita ~Black AM Signal 38.7 0 "., 0 ,
<br /> Santa Rita Black PM ,. . 19.2 , 19.2 , ,
<br />20 Santa Rita ~ ~elValle AM Signal 15.0 , 15.0 , ,
<br /> Santa Rita DelValle PM Sinal 20.7 C 21.1 C ,
<br />21 SanlaRita @Mohr AM Slgoal "" 0 "., 0 "
<br /> Santa RIta (al Mohr PM Signal m C 22.3 C "
<br />22 Santa Rita ~ ~tan~:~ AM Signal 17.2 , 17.3 , ,
<br /> Santa Rita Stanle PM Signal 18.4 , 18.5 , "
<br />23 Santa Rita ~Sloneridge AM Signal '" , '" , " CrnteSBrighttumlanfl 45.5 0
<br /> SantaRlta Stonerldne PM Si~nal 67.8 , '" , " Convert 1#1 NBthrutoUNBLel1 61.9 ,
<br />24 Santa Rita ~Valley AM Signal 39" 0 39.6 0 " Creale southbound triple lel1 33.2 C
<br /> Santa Rita Valley PM Signal "'.. , 59.6 , " Craatewestbounddoubleleft 53.7 0
<br />25 Stanley @Valley/Bernal AM Signal 106,8 , 101.6 , " Create WB right turn lane 55.9 , Constrained
<br /> Stanlev @Vallev/Bernal PM Sional 68.6 , 73.9 , '" Create 3rd EB Throu9h 45.6 0 Gateway
<br />26 Valley ~ Blackbird AM Muni-Stcp "A WA 23.0 C . New Signal ,.. A
<br /> Valley BlackbIrd PM Mulli.$IOP WA "A 40.0 , " '" A
<br />27 Valley @Busch AM Signal 33.6 C "., C "
<br /> Valley (al Busch PM Sianal 15.9 , 16.3 , "
<br />28 Bernal ~ Nevada AM 2-wayslop 0.' A 1.0 A " NewSi9nal ,.. A
<br /> Bernal Nevada PM 2.wayslol> 14.2 , 493.3 , '" .., A
<br />
<br />"HCM clllllrol delay. as calculated by Synchro software.
<br />""Nel effecl of projecl trips. Ivoydecreases indelayvatueswilhlheaddltion of the project reflects the additioo Qfvolumes to n on-cnlicelmovemenls
<br />N/A _ not appllcable. Too many lanes derlOed for HCM al~waystop calculations using Synchro.
<br />
<br />Traffic Analysis
<br />Bernal Commercial Development, Pleasanton
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<br />Page 13
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