20250506_D1_Niguel Hills Neighborhood Traffic Study Recommendations — Laguna Niguel City Council, May 6, 2025 (part 2 of 2)

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Ejected
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01/0112020 thru 12/3112020
Include State Highways cases
Total Count: 182 Jurisdiction(s}: Orange County
Report Run On: 03/10/2021
0 nmol)• Rd CROWN VALLEY Distance (ft 0.00 Direction Secondary Rd LA PLATA NCIC 3000 State H'!!Jf_? N Route Postmife Prefix Postmile Side of Hwy ~•Ir Lagunli'!IIV¥el County Orange Population 5 R t Dist 951H4 Beat 741 Type 0 Ca/Trans Badge 5377 Collision Date 20200208 Time 1313 Day SAT r'nm,,ry Coflision Factor UNSAFE SPEED Violation 22350 Collision Ty; e REAR END Severity INJURY #Killed 0 #lrJiured 1 Tow Away? N Process Date 20200529 •I e,,11,., 1 CLEAR Weafher2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond Spec Cond 0 ~ •I and Run Molot Voltdtl Involved W1thOTHER MV LJ1,111Jma DAYLIGHT Ped Action Cluff Df!v FNCTNG Loe Type 'F?ampflnt Party Info Victim Joto
-;;arty r pe &Je Sex Race Sobrii!JY1 Sobriety_Z Move Pre Di SWVeh CHP Veh Make Year SP Info OAF1 Vial OAF2 Safety_{:~~ ROLE ExtO/ln AGE Sex Seat Po Safety EQUIP yecl 1F DRVR 998 M w HNBD PROCST E A 0100 DODGE2018 3 F - L G 2 DRVR 18 F w HNBD SLOWING E A 0100 HONDA2010 3 N M G PASS COMPPN 57 F 3 0 M G 3 DRVR 48 M 0 HNBD STOPPED E A 0100 TOYOT2014 3 N M G I Primo,y Rd CROWN VALLEY Distance (ft) 477. Direction N Secondary Rd LAGUNA WOODS NCIC 3000 State Hwy? N Route Postmile Prefix Postmile Side of Hwy C,ty Lagunli'~~•I County Orange Population 5 Rpt Dist 951 F6 Beat 741 Type 0 Ca!Trans Badge 5377 Collision Date 20200119 Time 1033 Day SUN ;lnmary Col/ision Factor IMPROP TURN Violation 22107 Colfision Type HIT OBJECT Severity INJURY #Kitted 0 #Injured 2 Tow Away? y Process Date 20200318 We;ithorl CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 rlrlandRun MoJor Vehicle Involved With FIXED OBJ OQ/Jtmg DAYLIGHT PodA.clion Cn/rl Dev NT PRSIFCTR Loe ~ Ramp{l/11 Party Info
OAF2 Safety EquiJ
Victim Info
Party Type Age Sex Race Sobriety 1 Sobnety2 Move Pre Dir SWVeh CHPVeh Make Year SP Info OAF1 Viol ROLE Ext 01/nj AGE Sex Seal Pas Safety EQUIP Ejected 1F DRVR 21 M B FATG UNS TURN s A 0100 KIA 2017 3 M L G DRVR OTHVIS 21 M 1 0 L G PASS SEVERE 26 M 3 0 L B
Primary Rd CROWN VALLEY Distance (ft) 47,0 o,reclion w Secondary Rd NIGUEL RD NCIC 3000 State Hwy? N Route Postm1/e Prefix Poslmile Side of Hwy City Lagunli'N~el County Orange Population 5 Rpt Dist 951 F5 Beat 743 Type 0 Ca/Trans Badge 5013 Co/11s1on Date 20200311 Time 1540 Day WED Pnmary Collision Factor STRTNGIBCKNG Violation 22106 Collision Type REAR END Severity INJURY #Kitted 0 #Injured 1 Tow Away? y Process Date 20200625 Weather1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NO UNUSL CND Rdwy Cond2 SpecCond 0 i-/1tandRun Motor Vehicle IIMllved IM/h OTHER MV l.t!)htmn DAYLIGHT Ped Action CntrlDev FNCTNG L«T.,,,.. Ramn//nt Pany1n10 lhcrm,wo
Party Type Age Sex Race Sobriety1 Sobnety2 Move Pre Dir SWVeh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety E'q~, ROLE Ext Of/nj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 68 M w HNBD PROC ST E D 2200 2009 3 N - M G
2 DRVR 80 M w HNBD STOPPED w A 0100 2020 3 N M G DRVR COMP PN 80 M 1 0 M G Primary Rd CROWN VALLEY Distance (ft) o.oo Direction Secondary Rd NIGUEL RD NCIC 3000 State Hwy? N Route Postmife Prefix Postmile Side of Hwy City Lagunli'~~el County Orange Population 5 Rpt Dist 951F5 Beat 743 Type 0 Ca/Trans Badge 5013 Col/1sion Date 20200617 Time 2135 Day WED Primary Collision Factor STOP SGNISIG Violation 21453A Colllsion Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 TowAway7 y Process Date 20200904 Weather1 CLEAR Weather2 Rdwy Surface DRY RdwyConc11 NO UNUSL CND Rdwy Cond2 SpecCond 0 IH1t and Run Motor Vehicle Involved WilhOTHER MV Lighting DARK - ST Ped Action Cnlrl Dev FNCTNG Loe Tvpe Ramp/Int Party Info
OAF2 Safety EquiJ
V1cflm fnto
it>arty Type Age Sex Race Sobriety 1 Sobriety2 Move Pre Dir SWVeh CHP Veh Make Year SP Info OAF1 Viol ROLE Ext Oflnj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 17 F w HNBD PROC ST E A 0100 2014 3 N L G DRVR COMP PN 17 F 1 0 L G 2 DRVR 25 F w HNBD PROC ST s A 0100 2015 3 N L G DRVR COMP PN 25 F 1 0 L G PASS COMP PN 25 F 3 0 L G
Primary Rd CROWN VALLEY Distance /fl) 0.00 Direction Secondary Rd NIGUEL RD NCIC 3000 State Hwy? N Route Postmile Prefix Postmile Side of Hwy ,...,ty Lagunli'~~el County Orange Populatton 5 Rpt Dist 951F5 Beat 743 Type 0 Ca/Trans Badge 5163 Collision Date 20201031 Time 2227 Day SAT 'Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Kitted 0 #Injured O Tow Away? N Process Date 20210109 Weather1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 t·IJtand Run Motor Vehicle Involved With OTHER MV Lighting DARK -ST Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Party Info
OAF2 Safety EquiJ
Victim Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHP Veh Make Year SP Info OAF1 Viol ROLE Ext Oflnj AGE Sex Seat Pos Safety EQUIP Ejected 1 DRVR 38 F H HNBD SLOWING E A 0700 2015 3 N M G PASS 41 M 3 0 M G PASS 2 M 4 0 M Q
PASS 12 M 5 0 M G

Page 17 ends

01/01/2020 thru 12/31/2020
Include State Highways cases
Total Count: 182 Jurisdiction(s): Orange County
Report Run On: 03/10/2021
l>nmo,y Rd LA PAZ RD Distance (N) 100. Direction N Secondary Rd KINGS RD NCIC 3000 Stale Hwy? N Route Postmile Prefix Postmile Side of Hwy "'lly Laguna Niguel County Orange Population 5 Rpt Dist 921 G7 Beat 743 Type 0 CafTrans Badge 5163 Collision Date 20200216 Time 2028 Day SUN 'f'rimatY Collision Factor DRVR ALCIDRG Violation 23152A Collision Type SIDESWIPE Severity PDO #Ki/fed 0 #Injured 0 Tow Away? y Process Date 20200529 ~'<lalllilf! CLEAR Weather2 Rdwy Surface DRY Rdwy Condi NO UNUSL CND Rdwy Cond2 Spec Cond 0 ~I and Run MSDMNR Motor Vehicle lnvol,'E'd t1
YilhOTH.ER MV l..Jgillmq DARK • ST Ped Action Cntrl Dev FNCTNG Loe Tepe Ramr,1/nr Party Info
OAF/ v,ot OAF2 Safely EqwJ
v1ct1m Info
Uoarty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHP Veh Make Year SPtn/o ROLE Ext O1/nj AGE Sex Seal Pas Safety EQUIP Ejected 1 DRVR 23 M w HNBD PROCST N A 0100 AUDI 2017 3 N M G PASS 21 F 3 0 M G 2F DRVR 62 F w HBD-UI PROCST N A 0100 CHEVR 2016 3 A 22107 M G I " rimary Rd LA PAZ RD Distance (ft) 0.00 Direction Secondary Rd RANCHO NIGUEL NCIC 3000 State Hwy? N Route Postmlle Prefix Postmile Side of Hwy Gity Laguna Niguel County Orange Population 5 Rpl Dist 951G2 Beat 6M44 Type 0 Ca/Trans Badge 1644 Collision Date 20201012 Time 1208 Day MON Primary Collision Factor R-O-WAUTO Violation 214538 Collision Type SIDESWIPE Seventy PDO #Killed 0 #Injured 0 Tow Away? y Process Date 20210105 Weather1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 I-fit and Run Motor Vehicle Involved With OTHER MV Ughting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loe Type Ramp/Int ?any 1nro
OAF2 Safely Eq..,J
V,c:1/m lnfo
Pa,ty Type Age Sex Race Sobn·e1y1 Sobriely2 Move Pre Dir SWVeh CHP Veh Make Year SPtnfo OAFI Viol ROLE Ext O1/nj AGE Sex Seat Pos Safely EQUIP Ejected 1 DRVR 54 M H HNBD PROC ST N A 0100 2012 3 N M G PASS 42 3 0 M G 2F DRVR 61 M 0 HNBD PROC ST w A 0100 2002 3 N M G I
=>11,rory Rd LA PAZ RD Distance (ft) 0.00 Direction Secondary Rd YOSEMITE NCIC 3000 Slate Hwy? N Route Postmile Prefix Postmile Side of Hwy .Alf Laguna Niguel County Orange Population 5 Rpt Dist 951 G1 Beat 741 Type 0 Ca/Trans Badge 5377 Collision Date 2020022B Time 1036 Day FRI :)nma,y Collision Factor R-O-WAUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? y Process Date 20200603 Weal/lerl CLEAR Weather2 Rdwy Surface DRY Rdwy Condi NO UNUSL CND Rdwy Cond2 Spec Cond 0 11Jt and Run Motor Vehicle Involved V.irhOTHER MV UQhfJ/111 DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loe T)'pe Ri,m::,llnr Party Info
OAF2 SafefyEq/JI~
Victim Info
~ arty Type Age Sex Race Sobn·ety1 Sobriety2 Move Pre Dir SWVeh CHP Veh Make Year SPtn/o OAF/ Viol ROLE Ext Of tnj AGE Sex Seal Pas Safety EQUIP Ejecled 1F DRVR 27 F w HNBD LFTTURN w A 0700 SUBAR201B 3 N M G j 2 DRVR 44 M w HNBD PROC ST N A 0700 MITSU 2018 3 N M G DRVR COMPPN 44 M 1 0 M G Pnma(Y Rd LA PLATA DR Distance (ft) 16.0 Direction s Secondary Ra VIALARGA NCIC 3000 Slate Hw ? N Roule Postmile Prefix Postmile Side of Hwy b i!Y Laguna Niguel County Orange Population 5 Rpl Dist 951H4 Beat 743 Type 0 Ca/Trans Baqge 5163 Collision Dale 20200119 Time 1742 Day SUN Primary Oo/11sion Factor DRVR ALCIDRG Violation 23152F Collision T e REAR END Severity INJURY #Ki/led 0 #Injured 1 /Ow Away? y Process Date 20200319 Weather1 CLEAR Wealher2 Rdwy Surface DRY RdwyCondl NO UNUSL CND Rdwy Cond2 Spec Cond 0 'Hit and Run Mater Vehicle Involved With PKO MV Uahfina DARK-ST PedAetkm Cnfrl Dev NT PRS/FCTR Loe Type Ramp/Int Pa,ty lnlo
OAF/ Viol OAF2 SO:C/';:.:owJ
v,a,mJnfv
~ · T 'pe Ag_e Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CMP Veh Make Yea SP/n/o ROLE Ext O1/n;_ AGE Sex Seat Pas. Safety EQUIP EJg£1e 1F DRVR 38 M W DRUG PROCST N A 0100 BMW 2009 3 A 22107 M G DRVR OTHVIS 38 M 1 0 M H 2 PRKD 998 PARKED E D 2200 TOYOT 2016 3 N I
Primary Rd LAGUNA CANYON Distance (ft) 242. Direction w Secondary Rd SEAGLEN DR NCIC 3000 Slate Hwy? N Route Postmife Prefix Postmile Side of Hwy iCuy Laguna Niguel County Orange Population 5 Rpt Dist 951J6 Beat 743 Type 0 Ca/Trans Badge 5013 Collision Date 20200730 Time 1531 Day THU IQ"n'msry Coflision Factor IMPROP TURN Violat,on 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured O Tow Away? N Process Date 20200929 weat1ior1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 'rl,t and Run MSDMNR Matot Veh,,cle tnvo/~ WithPKO MV Llf/hl<flfl DAYLIGHT Ped Action Cntrl Dev NT PRSIFCTR Loe Thn~ ifampllnt ?any rnfo
Viol OAF2 SaletyEo..,J
V,cc,m Info
il>~rty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SPln/o OAF/ ROLE Ext O1/nj AGE Sex SeatPos Safety EQUIP Ejected 1F DRVR 998 IMPUNK JMP UNK PROCST E D 2200 3 N
2 PRKD 998 PARKED A 0100 2003 3 N : ~ ~ I

Page 24 ends

0110112020 thru 1213112020
Include State Highways cases
Total Count: 182 Jurisdiction(s): Orange County
Repott Run On: 03/1012021
Primary Rd STREET OF THE Distance (N) 1584 Direction N Secondary Rd VIA LAKERA NCIC 3000 Stale Hwy? N Route Postmile Prefix Postmife Side of Hwy C,1y Lagun~~lil\l ~ Orange Population 5 Rpl Dist 971J2 Beat 743 Type 0 CafTrans Badge 5013 Collision Date 20200319 Time 2250 Day THU ..,,.ma,y Collision Factor IMPROP TURN Violation 22107 Coll,sion Type HIT OBJECT Severity PDQ #Killed 0 #Injured O Tow Away? y Process Date 20200624 Weathefl RAINING Weather2 Rdwy Surface WET Rdwy Condi NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hd and Run Motor Ve~ Involved With FIXED 0 BJ LJpMnq DARK-ST Ped Action Cnlrl Dev NT PRSIFCTR Loe Type Ramr:,1/nt Party Info
OAF2 Safely EquiJ
Victrm Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol ROLE Ext Of lnj AGE Sex Seat Pos Safety EQUIP Ejected 1F DRVR 17 M w HNBD PROCST N A 0100 TOYOT 2003 3 N M G I Primary Rd TROPEA Distance (ff) 0.00 Direction Secondary Rd MARINA HILLS NCIC 3000 Slate Hwy? N Route Postmile Prefix Postmile Side of Hwy City Laguna Niguel County Orange Population 5 Rpl Dist 961J5 Beat 6M44 Type 0 CalTrans Badge 1644 Collision Date 20200626 Time 13411 Day FRI Primary Collision Factor STOP SGNISIG Vio/at,on 21453A Collision Type BROADSIDE Severity PDQ #Killed 0 #Jn1ured 0 Tow Away? N Process Date 20201104 Weaiher1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 OTHER Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved vVithBICYCLE LJghling DAYLIGHT Ped Action Cntrf Dev FNCTNG Loe Type Ramp/Int Party Info
OAF2 Safely EquiJ
V1ct1m Info
Party Type Age Sex Race Sobriety1 Sobriely2 Move Pre Dir SWVeh CHP Veh Make Year SP Info OAF1 Viol ROLE ExtOflnj AGE Sex Seat Pos Safety EQUIP Ejected 1 DRVR 40 F 0 HNBD PROC ST N A 0100 2015 3 N M G PASS 2 M 6 N G 2F BICY 14 M w HNBD PROCST N L 0400 3 N I !Primary Rd VIA DE ANZA Distance (fl) 22.0 Direction w Secondary Rd GOLDEN LANTERNNCIC 3000 Stale Hwy? N Route rpostmile Prefix Postmile Side of Hwy City Laguna Niguel County Orange Population 5 R_plDisl 951 J4 Beat 6M39 Type 0 Ca/Trans Bagge 4647 Collision Date 20201118 Time 0650 Day WED 0 rimary Collision Facto STRTNGIBCKNG Violation 22106 Collision ype REAR END Severity PDQ #Kil/ea 0 #Injured 0 TowAwa ? N Process Date 20201214 Weather1 CLOUDY Wealher2 FOG Rdwy Surface DRY Rc/wy Condi NO UNUSL CND Rdwy Cond2 Spec Cond 0

1../itandRun Motor Vehicle Involved With OTHER MV LJahlina DUSK/DAWNPed Action Cnlrl Dev NT PRS/FCTR Loe Ty!J<! Ramp/Int Partt_•nto V,c:/m Info
P.!!!!;· T pe e Sex Race Sobriety1 Sobdely2 MovePr.e Dir SWVeh CHP Veh Make Yea SP Info OAF! Viol OAF2 Safety_E:qr i RO Ext 01 In' AGE Sex SeatPos Safety EQUIP Fecled 1F DRVR 62 F A HNBD BACKING w A 0100 2015 3 N • M G
2 DRVR 33 M w HNBD STOPPED w J 4800 FORD 2017 3 N • M G ?n,r.,,,y Rd VIA DE ANZA Distance 'ft) 35.0 Direction w Secondary Rd GOLDEN LANTERNNCIC 3000 Stale Hw ? N Route ostmile Prefix Postmile Side of Hwy dy Laguna Niguel County Orange Pop1.Jlafion 5 Rpl Dist 951J4 Beat 743 Type 0 Ca/Trans adge 5013 Collis/on Dale 20200828 Time 0044 Da FRI • '""mnary Collision Factor DRVR ALCIDRG Violation 23152A Collis,on Tyl',l HIT OBJECT Seven·ty PDQ #Killed 0 #Injured O Tow Away? y Process Date 20201103 Nedfhor1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 rl,t :md Ru1) Moux VatM;io lm,..,1, e<1 W11h FIXED OBJ L,qnrH)(} DARK - ST Ped Action CntrlDev FNCTNG Loe r.,,pe R.Jmptlnt Party Info
OllF1 Viol GJAF2 S.,f~lyEq.,J ROLE
V,£l1m Into
"•nr Ty_pe e Sex Race Sobriety1 Sobnety2 Move Pre Dir SWVeh CHP \/eh Make Yea,c SP Info xi OflnJ. GE Sex SeatPos Safety EQUIP 1F DRVR 27 M w HBD-UI RGTTURN s A 0100 2006 3 A 22107 - L G j Pn'mory Rd VILLARENTE DR Distance (fl) 74.0 Direction E Secondary Rd MONTERASST NCIC 3000 Slate Hwy? N Route Postmile Prefix Postmife Side of Hwy c;ty Laguna Niguel County Orange Population 5 Rpl Dist 951H5 Beat 6M39 Type 0 Ca/Trans Badge 4647 Collision Date 20200706 Time 2500 Day MON ?nmnry Collision Factor UNKNOWN Violation Cofltsion Type SIDESWIPE Severity PDQ #Killed 0 #Injured 0 Tow Away? N Process Date 20201109 W'lalhaff CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 4,t and Run MSDMNR Motor Vehicle Involved vVith PKO MV L/{lhtina DAYLIGHT PedAch/JII C,i/tf Dev NT PRSIFCTR Loe Type R&mDl/nt Part~ lnlo
OAF2 SafetyEowJ
V«:ttmlnfo
l>dlty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHP Veh Make Year SP Info OAF1 Viol ROLE Ext Oflnj AGE Sex Seat Pos Safety EQUIP EJected 1 DRVR 998 HBD-UNK PROC ST E 9900 - N - 2 PRKD 998 - PARKED E A 0100 2018 - - - I

Page 37 ends

01/01/2021 lhru 12130/2021
Include Stale Highways cases
Tola/ Count: 216 Jurisdiction(s): Orange County
Report Run On: 12/01/2022
"rimary Rd CLUB HOUSE Distance (ff) 352. Direction w Secondary Rd NIGUEL RD NCIC 3000 Slate Hwy? N Route Postmile Prefix Postmile Side of Hwy 'City Laguna Niguel County Orange Population 5 Rpt Oist 951G7 Beat 743 Type 0 Ca/Trans Badge 5377 Co/fision Date 20210324 Time 1733 Day WED Primary Collision Factor R-O-WAUTO Vtolation 21804A Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Oate 20210503 Weather1 CLEAR Weather2 Rdwy Surface DRY RdwyCondl NO UNUSL CND Rdwy Cond2 Spec Cond 0 '1,1 and Run FELONY Motor Vehicle Involved l~l/hBICYCLE Uohl,np DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loe Type Ramp/In/ Party Info
0AF2 Safety EquiJ
Victim Info
Party Type Age Sex Race $obriety1 Sobriety2 Move Pre Dir SWVeh CHP Veh Make Year SP Info OAFI Viol ROLE Ext 01/nj AGE Sex Seat Pas Safety EQUIP Ejected 1F DRVR 33 M w IMP UNK IMPUNK PROC ST s A 0700 FORD 2002 3 N M B i 2 BICY 35 F w HNBD PROC ST s L 0400 3 N . BICY COMP PN 35 F 1 0 p w ~nmary Rd CROWN VALLEY Distance (ft) 0.00 Direction Secondary Rd CABOT NCIC 3000 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Laguna Niguel County Orange Population 5 Rpt Oist 952A 1 Beat 6M44 Type 0 CafTrans Badge 1644 Collision Date 20210512 Time 0710 Oay WED Primary Collision Factor STOP SGNISIG Violation 21453A Collision Type BROADSIDE Seventy PDQ #Killed 0 #Injured 0 Tow Away? N Process Date 20210527 .Yeather1 CLEAR Weather2 Rdwy Surface DRY RdwyCondl NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved With OTHER MV t.,gh/lng DAYLIGHT Ped Action C"ltl Dev FNCTNG Loe Ty/XI Rami,11/ll Panylnfo V,ct,mJnlo
" arty Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SP Info OAFI v,ot OAF2 Safo,yEou,,, ROLE Ext Oftnj AGE Sex SeatPos Safety EQUIP Ejected 1F DRVR 34 M 0 HNBD PROC ST N A 0700 2007 3 N • L G
2 DRVR 59 M 0 HNBD PROCST w A 0700 2017 3 N • M G
" n·mary Rd CROWN VALLEY Distance (fl) 32.0 Direction N Secondary Rd CAMINO DEL NCIC 3000 State Hwy? N Route Postmife Prefix Postmile Side of Hwy ity Laguna Niguel County Orange Population 5 Rpt Oist 971 E2 Beat 743 Type 0 Ca/Trans Badge 5377 Collision Date 20210331 Time 2117 Day WED Primary Collision Factor UNKNOWN Violation Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured O Tow Away? N Process Oate 20210423 Weather! CLEAR Weather2 Rdwy Surface DRY Rdwy Condi NO UNUSL CND Rdwy Cond2 Spec Cond 0 "iitandRun MSDMNR Motor Vehicle Involved Wfll>FIXED OBJ liqht;nq DARK -ST Ped Action Cntrl Dev FNCTNG Loe T""" F@mflllru Pany lnlo V,cJJmtnlo
~ rty Type Age Sex Race Sobriety1 Sobnety2 Move Pre Dir SWVeh CHPVeh Make Year SP Info OAF 1 Viol OAF2 Safi?ly Eq"''1 ROLE Ext Of tnj AGE Sex Seat Pos Safety EQUIP Ejected 1 DRVR 998 M IMP UNK IMP UNK UNS TURN N D 2200 1991 3 N - B • 1:onmary Rd CROWN VALLEY Distance (ft) 0.00 Direction Secondary Rd GOLDEN NCIC 3000 State Hwy? N Route Postmile Prefix Postmile Side of Hwy Gity Laguna Niguel County Orange Population 5 Rpt Dts/ 951J2 Beat 6M44 Type 0 Ca/Trans Badge 1644 Collision Date 20210927 Time 0918 Oay MON Orimary Collision Factor STOP SGNISIG Violation 21453A Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20211130 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 µ;,, and Run Motor Vehicle Involved With BICYCLE Ughting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Party Info
OAF1 Viol OAF2 SafelyEquiJ
V1ct1m ,nfo
Oa,ty Type Age Sex Race Sobriety 1 Sobriety2 Move Pre Dir SWVeh CHPVeh Make Year SP Info ROLE Ext 01/nj AGE Sex Seat Pos Safety EQUIP Ejected 1 DRVR 27 M w HNBD RGTTURN N A 0100 2019 3 N - M G I 2F BICY 76 M 0 HNBD PROCST N L 0400 3 N BICY COMP PN 76 M 1 1 p w ~rima,y Rd CROWN VALLEY Distan~ ) 0.00 Direction Secondary Rd LA PLATA NCIC 3000 State Hw)I.? N Route Postmile Prefix Postmile Side of Hwy ';ity Laguna Niguel Gounty Orange Po •ufation 5 Rpt Oist 951 H4 Beat 6M44 Type 0 Ca/Trans Badge 1644 Collision Date 20210217 Time 1424 Day WED ~dmaty Collision Factor STOP SGNISIG Violafion 21453A Colfision T'>!f)e BROADSIDE Severity PDQ #Killed 0 #lniurea 0 Tow Away y Process Oate 20210406 Neather1 CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NO UNUSL CND Rdwy Cond2 SpecCond 0 iii and Run Motor Vehicle Involved W,fhOTHER MV Ugh/mg DAYLIGHT Ped Action Cnfrl Dev FNCTNG Loe Type Ramp/Int Pany Info
Vtol OAF2 Sol~t Eq._.J ROLE
VtC1,n1 Info
"ar1x T Age ex Race Sobn'ety1 Sob ·et 2 Move Pre DTrl SWVeh CHP Veh Make Yea SP Info OAF1 Ext OflnJ GE Sex SeatPos Sate/ EQU/p_ Ejected 1 DRVR 44 M 0 HNBD LFTTURN s A 0100 2020 3 N • L G I 2F DRVR 19 M 0 HNBD PROCST E A 0100 - 2010 3 N • L G

Page 13 ends

Report run on: 4/4/2024
Total Count: 217
240671 Av. 2022 Crashes in the City of Laguna Niguel, Orange Co. Case Listing

Page 11 ends

Pnme"t Ro'CAMINO DEL AVION Distance/rt/ 143 0,,ect,on W Secondary Rd ROGERS NCIC 3000 SWIil 1-11-,y' N Route Poslmlle Ptef,x Po!;rmlla Sr<fe of Hu,y City LAGUNA NIGUEL County ORANGE Population 5 Rp: D•S! StWI 743 Type Ca/Trans Dis/ Barige s3n Crash Da1e 20220222 Time 2337 Day TUE Primary Crash Factor UNKNOWN v,ofation Crash Type SIDESWIPE Severi/y PDO ~ K,JJe,t 0 If /n)ured o Tc;wAway? Y Process Date 20220401 Weather/ RAINING Weather2 Rdwy Surface WET Rdwy Condi NO UNUSL CND RtfayColld2 Spec Cond 0 H1I and Run Molar Veh Involved With OTHERMV Lighting DARK- ST LTS Ped Ac/ion Cntr/ Dev NT PRS/FCTR Loe Type Ramp/Int Latitude Longitude Local Rpt# 22-006071 Case ID 9430263

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety/ Sobriety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF/ Viol OAF2 Safety Equip !Rore Ex/ Of/nj Age Sex Seat Pos Safety Equip E1eciao Crash
1 DRVR 19 M H HNBD PROCST E A 0100 2001 3 N LG
2 DRVR 20 M H HNBD PROC ST E A 0100 2008 . 3 N . LG
Primary Rd ALISO CREEK RD Distance(NJ I DlrectiOn Secondary Rtl ALICIA PKWY NCtC 3000 Slate Hwy> N Roule Pos1mi/e ProfiK Pr:.srmlta S,c/e ofl·fay City LAGUNA NIGUEL County ORANGE Population 5 Rpt Dist 951E1 Beal 743 Type Ca/Trans Dist ila:1Qe53TT Crqs/1 Dare 20220225 Time 1847 Day FRI Pn·mary Crash Factor R-0-WAUTO Violation 21453C Crash Type BROADSIDE Seventy INJURY 1/Killo<J O ;,,fnJvrea s TowAway? Y Process Date 20220503 Wea/her/ CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdi<,Cond2 Spec Cond 0 Hit and Run Motor Veh Involved IM/h OTHERMV Lighting DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Latitude Longitude Local Rpt# 22-006407 Case ID 9419162

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobnety1 Sobriety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip .«>le Ext Of/nj Age Sex Seal Pos Safety Equip E;«tad Crash
1F DRVR 20 F A HNBO LFTTURN E A 010D 2006 3 N L G DRVR COMP PN 20 F 1 LG 0 PASS COMPPN 18 F 6 LG 0
PASS COMPPN 18 F 3 LG 0
2 DRVR 50 M w HNBD PROCST w D 2200 FORD 2017 3 N LG DRVR COMPPN 50 M 1 LG 0 PASS COMP PN 47 F 3 L G D
Pnma, Rd GOLDEN LANTERN D,stanc,,(/11 1 D< , r, Seconda.c)'. Rd VIA DE ANZA NCIC 300D $taut H,,v> N Route mite Pren< Pos11101e Sid~ of H1• City LAGUNA NIGUEL County ORANGE Po1,ulation 5 Rpt Dist 951J3 Beat 741 Type Ca/Trans Dist adge 9696 Crash Date 20220302 for>,; 1025 Oay WED Prima Crash Factor UNSAFE SPEED Violation 22350 Crash Typ_e OVERTURNED Severity INJURY # Killed O # In ured 1 TOI·, Away> N Process Oi!re 20220415 Weather/ CLEAR Weather2 fldwy Surface DRY Rdwy Condi NO UNUSL CND Rdw Cond2 ec Cond 0 Hit and Run Motor Veh Involved With BICYCLE Lighti g DAYLIGHT Ped Action Cntrt Dev NT PRS/FCTR Loe T m Int Latitude Longitude Local R t # 22-006950 Case ID 9431163

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobnety1 So9Y2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF/ Viol OAF2 Safety Equ,p Role Ext Of/n Age Sex Seat Pos Crash
1F BICY 59 M HNBD PROC ST N L 0400 • 3 N BICY 0TH VIS 59 M

Page 11 of 70 ends

Report run on: 4/4/2024
Total Count: 217
240671 Av. 2022 Crashes in the City of Laguna Niguel, Orange Co. Case Listing

Page 39 ends

P11'"8ry Ra ALICIA PKWY D1sIance(ft) 65 O,tect/on N Secondary Rd CROWN VALLEY NCIC 3000 Slale Hwy? N Roule Poslmile Prefi, Postm,le s;m, of Hwy City LAGUNA NIGUEL County ORANGE Population 5 Rpt oi~'"951F5 Beat 743 Type Ca/Trans Dist Badge 9696 Crash Date 20220720 Time 1633 Day WED Primary Crash Faclor UNSAFE SPEED Violation 22350 Crash Type SIDESWIPE Severity INJURY # Killed 0 # Injured 2 Tow Away> Y Process Date 20220927 Weather1 CLEAR Weather.? Rdwy Surface DRY Rdwy Condi NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loe Type Rampllnt Latitude Longitude Local Rpt # 22-024208 Case ID 9497484

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Rote Ext Oflnj Age Sex Seat Pos Safety Equip Ep,aed 1F DRVR 90 F
2 DRVR 67 F
3 DRVR 3D M
4 ORVR 18 F
P1Imary: RdVIA DE ANZA
Cit LAGUNA NIGUEL
Prima Crash Factor
Weather/ CLEAR
HItand Run
Crash
w HNBD PROCST s A 0700 . 2015 3 N LG DRVR COMPPN 90 F 1 LG w HNBD PROCST s D 2200 FORD 2001 3 N L G DRVR COMPPN 67 F 1 LG H HNBD STOPPED s D 220D 2000 . 3 N MG PASS 48 M 3 M G
w HNBO STOPPED s A 01D0 ·2010 3 N MG PASS 19 F 3 M G
D1stancertt1 162 0.1ect,on W 5',cand8ry R:d LOS OSOS DR NC!C 3D00 Store H,• •> N t?ou1e Postmile Prefi• Postm,fe Sidi> of rfL•.

County ORANGE Popufallon 5 R I Dist HJC Beat 6M40 Ty_f!§ Ca/Trans Dist Badge5158 Crash Date 20220721 ,me 0950 C!a· THU IMPROP TURN Violation 221D7 Crash T, e SIDESWIPE Severity INJURY # Killed O lnJUrecl 1 Tow Awa1'.7 Y Process Date 20220830 Wea/her2 Rdw Surface DRY Rd Cond1 NO UNUSL CNO Rdwy Cond2 Spec Cond 0 Motor Veh Involved With OTHER MV Ugh DAYLIGHT Ped Action Cntrf Dev NT PRSIFCTR Loe e Ramp/Int Latitude Longitude Local Rpt # 22-24293 Case ID 9496509

PARTYINFO VICTIM INFO
PM Type Age Sex Race Sobnety1 Sobriety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info Ext OflnJ Age Sex Seat Pos Crash
1F DRVR 78 F w HNBD PROCST E A 0100 FORD 2018 3 N DRVR 0TH VIS 78 F MG 2 PRKD 998 PARKED A 0100 2002 3 N
Primary Rd NIGUEL RD Distanceth) 1 Direction 5econdary Rd CLUBHOUSE DR NCIC 3000 Staie Hwy> N Route Pa$tmne Prefµ Postm,le S1Cle of Hwy City LAGUNA NIGUEL County ORANGE Population 5 Rpt Dist 951G7 Beat 3A42 Type Ca/Trans Dist Badge 10234 Crash Dale 20220722 T,me 1710 Day FRI Primary Crash Factor UNKNOWN Violation Crash Type BROADSIDE Severity INJURY # Killed D # Injured 3 TowA way >Y Process Date 20221128 Weather1 CLEAR Weather.? Rdwy Surface DRY RdwyCond1 NO UNUSLCND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHERMV Lighting DAYLIGHT Ped Aclion Cntrl Dev FNCTNG Loe Type Ramp/Int Latitude Long1Iude Local Rpt # 22024461 Case ID 9531528

PARTYINFO VICTIM INFO
0 0
D
0 0
Pa11y Type Age Sex Race Sobriety1 Soooety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Rote Ext Of Inf Age Sex Seal Pos Safety Equip Ejected C,aS/1
1 DRVR 22 M w HNBD PROCST s A 0100 2016 3 N . LG
2 DRVR 28 F H HNBD LFTTURN E A 0100 2004 3 N LG DRVR OTHVIS 28 F 1 LG 0 PASS COMPPN 53 M 3 LG 0
PASS COMPPN 65 M 6 PG 0

Page 39 of 70 ends

Report run on: 4/4/2024
Total Count: 216
240671 Av. 2023 Crashes in the City of Laguna Niguel, Orange Co. Case Listing

Page 33 ends

Pnmary Rd ALICIA PKWY O,stance(ff/ 330 Direction N Secondary Rd MARKETPLACE s NCIC 3000 Stace Hwy? N Route Postmile Prefrr PoSlmile S,cfa of Hwy Cl/y LAGUNA NIGUEL Counly ORANGE Population 5 Rpl Dist 921F6 Beat 741 Type Ca/Trans Dist Badge 5377 Crash Date 20230804 Time 1041 Day FRI Prlm~ry Cra$h Factor LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity INJURY # Killed 0 # Injured 1 TowAway? N Process Date 20230920 Weather/ CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NOUNUSLCND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved VVith OTHERMV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Latitude Longitude Local Rpt # 23-029084 Case ID 9607490

PARTYINFO VICTIM INFO
Party Type Age Sex Race Sobriety/ Sobnety2 Move Pre Dir SW Veh Chp Veh Make Yea r Sp Info OAF/ Viol OAF2 Safely E:q<JlJ) !ROie Ext OflnJ Age Sex Seat Pos Safety Equip E:J8C/fl/1 Cra.sh
1F DRVR 74 F 0 HNBD UNSTURN N A 0700 2020 3 N . MG DRVR COMPPN 74 F 1 MG 2 DRVR 30 M H HNBD STOPPED N G 2.631 2015 3 N MG
Pnma1y Rd LA PLATA
Cl! LAGUNA NIGUEL
Pnmary Crash Factor
Weather/ CLEAR
O.S/ul>C(!tN
County ORANGE

PED VIOL
Direction Se.:Dndar, Rd VIA PAN NCIC 3000 State H-, ' N Roule Posrm,le Preli, Postmi'e Side or H"JI Population 5 t Dist 951 H4 Beat 741 Tw Ca/Trans Dist Bad e5377 Crash Date 20230805 Tune 1143 O SAT V1olat1on 21954A Gras Type AUTO/PED Se vent INJURY # Killed O # In ·ured 1 Tow Away' N Process DaIa 20231024 Weather2 d Surface Rd Condi NO UNUSL CND Rdwy Cond2 ec Cond 0 Hit and Run Motor Veh Involved VVith PED Ugh in DAYLIGHT Ped Action NOT IN X-WLK Cntrl Dev NT PRS/FCTR Loe T am t int Latitude Long,tude Local Rpl # 23-029226 Case ID 9629134

PARTY INFO VICTIM INFO
ge Sex Race Sobriet 1 Sobriety2 Move Pre Dir SW Veh Chp Veh Make OAF/ Viol OAF2 Safety Equ, Sex Seat Pas Crash
IF PED 50 F 0 HNBD PROCST s N 6000 3 E N PED SEVERE so F 0 2 DRVR 85 F w HNBD PROCST w A 0700 1999 3 N MG
Primary Rd~~?~N VALLEY O.storn:e/lt) 31 O,rea,on w SecoMJary Rd ARLINGTON DR NCIC 3000 State Hwy• N RoUtE Po51m//e Pref,x PosuroJe Side of Hwy City LAGUNA NIGUEL County ORANGE Populat,on 5 Rpt Dist 952A1 Beat 743 Type Ca/Trans Dist Badge9696 Crash Dale 20230808 Time 0032 Day TUE Primary Crash Factor DRVR ALC!DRG Violation 23152A Crash Type HIT OBJECT Seven"ty INJURY # Killed 0 # Injured 1 Tow Away? Y Proc9ss Dace 20231120 Weather/ CLEAR Weather2 Rdwy Surface DRY RdwyCond1 NOUNUSLCND Rdwy Cond2 SpecComl 0 Hit and Run Motor Veh Involved VVilh FIXED OBJ Lighting DARK - STLTS Ped Action Cntrl Dev NT PRSIFCTR Loe Type Ramp/Inf La/1/ude Long,tude Local Rpt # 23029541 Case 10 9617106

PARTY INFO VICTIM INFO
0 :fed
0 Plllfy Type Age Sex Race Sobnety1 Sobnety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF/ Viol OAF2 Safety Equip Rot~ Ex! Of lnj Age Sex Seal Pas Safety Equip E,ectEO Crash
1F DRVR 43 M H HBO-Ul RAN OFF RD w A 0100 2012 3 A22107 L G PASS OTHVIS 42 M 3 LG 0 PASS 44 M 6 PG 0

Page 33 of 69 ends

Report run on: 4/4/2024
Total Count: 216
240671 Av. 2023 Crashes in the City of Laguna Niguel, Orange Co. Case Listing

Page 53 ends

Pnmary Rd ALICIA PKWY D•stance(/1/189 Dtrect/on s Secondar/ Rd SEABIRD WY NCIC 3000 Slate Hwy? N Roule PosJm,/e Prefix Pos/nr/e Stele of Hwy City LAGUNA NIGUEL County ORANGE Population 5 Rp/ Dist 951F4 Beal 743 Type Ca/Trans Dist Badge 9696 Crash Date 20231019 Time 1645 Day THU Primary Crash Factor UNSAFE SPEED Viola/ion 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured O TowAway 7 Y Process Dale 20231121 Weather/ CLEAR Weather2 Rdwy Surface DRY Rdwy Cond i NO UNUSL CND RdwyCond2 Spec Cond 0 Hit and Run Motor Veh Involved \Mlh OTHERMV Lighlmg DAYLIGHT Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Latitude Longilude Local Rpl # 23-038835 Case ID 9638802

PARTY INFO VICTIM INFO
F'atly Type Age Sex Race SoMely1 Sobnety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Eqvlp ~ o/e Ext Oflnj Age Sex Seat Pas Safety Equip E,ectef;I Crash
1F DRVR 34 M w HNBD CHANG LN s A 0100 JEEP 2021 3 N . MG 2 DRVR 22 M w HNBO STOPPED s A 0100 . 2017 3 N . MG
3 DRVR 67 M w HNBD STOPPED s A 0700 2023 3 N MG PASS 998 F 3 MG 0 4 DRVR 50 F H HNBO CHANGLN s A 0100 FORD 2015 3 N MG
Pnmary Re/ NIGUEL RO D1stanClll(fl) 227 OIT11Ct1on S Se<:ondt.11'/ Rd SLA HERMOSA NCIC 3000 SlateH&"Jy? N Route Postm1fe Pre~• Postmil<i s.cteo/Hwy City LAGUNA NIGUEL County ORANGE Population 5 Rpt Dist 951G5 Beat 743 Type Ca/Trans Dist Badge 9696 Crash Date 20231022 Time 1658 Day SUN Pnmary Crash Factor IMPROPTURN V10/at1on 22107 Crash Type HIT OBJECT Seventy INJURY #Killed 0 # ln1ured 1 TowAway' Y Process Date 20231120 Weather/ CLEAR Weather2 Rdwy Surface DRY Rdwy Cond i NOUNUSLCND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved \Mth FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Latitude Longitude Local Rpl # 23-039174 Case ID 9638631

PARTY INFO VICTIM INFO
Parry Type Age Sex Race Sobriety/ Sobnety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equ1p1Rote Ex/ O1/nJ Age Sex Seal Pas Safety Eqwp EJe;:!e<J Crash
1F DRVR 51 M w HNBD UNSTURN N C 0200 . 2022 . 3 N PW IORVR COMPPN 51 M 1 PW 1 Prtma,y Ro GOLDEN LANTERN O:srance(fl) I O,rec(/011 Sc,;on(lary Rd VIA DE ANZA NCK' 3000 Sra,~ H1•, ? N Rowe Poszmde, Pref!, Pos/mlle Stde of ".

City LAGUNA NIGUEL County ORANGE Po ulal1on 5 Rpl Dis/ 951J4 Beat 443 T pe Cat Trans Dist 11089 Crash Date 20231024 Time 1851 Day TUE Pnma C!aS11 Facror R-0 -WAUTO Violation 21804A Crash T e BROADSIDE Seventy INJURY # Killed O # Injured 1 Tow Awa , y rocess Date 20231221 Westnc, 1 CLEAR Weather2 Rdwy Surface DRY Rdwy Condi NO UNUSL CND R<J.·;y Cond2 Spec Cond 0 H11 and Run Motor Veh Involved \Mth OTHER MV Lighting_ DARK . ST LTS Ped Action Cntrl Dev FNCTNG Loe T.1,1 e amp/Int La/J/ude Long1lude Local Rpl # 23-<139400 Case ID 9648448

PARTY INFO
Sobri ty2 Move Pre Dir SWVeh hp Veh Make Year Sp Info OAF/ Viol Sex Seal Pas Craw
w lFT TURN E A 0100 2016 3 N F
w PROCST s A 0100 2015 3 N

Page 53 of 69 ends

Report run on: 4/4/2024
Total Count: 216
240671 Av. 2023 Crashes in the City of Laguna Niguel, Orange Co. Case Listing

Page 61 ends

0 nma d GOLOEN LANTERN P1sIance fl I D1rec11011 Seconda , Rd VIA OE ANZA NC/C 3000 Slate H ? N Roule Pos!rn,1e Prefix PosIm1le Side ol 1 Ciry LAGUNA NIGUEL County ORANGE Population 5 Rpt Dist 951J4 Beat 741 Type Ca/Trans Dis/ B e53TT Ctash Dale 20231123 Time 1346 Day THU Prima Crash Factor R-O-W AUTO V10/alion 21801A Crash Typ_ BROADSIDE Severity INJURY P l<J/ll!d 0 Tow Awa >y Process Date 20240202 Weather1 CLOUDY Weather2 Rd•'.',( Surface ORY R Cond1 NO UNUSL CNO Spec Cond 0 Hit and Run Motoc Veh Involved W.th OTHER MV ill ling DAYLIGHT Ped Action Loe ee Rampllnt Latitude Longirude Local Rpt # 23-042948 Case ID 9657074

PARTY INFO VICTIM INFO
Part ype Age Sex Race SobrieJX1 Sobrie/y2 Move Pre Dir SWVeh Ch Veh Make Year Sp Info OAF1 Viol Cresn
1F ORVR 59 M w HNBD LFT TURN N A 0100 2014 3 N
2 DRVR 23 M 0 HNBD SLOWING s C 0200 2012 3 N PW 23 M PW P11mary R<i':~~~N VALLEY Distance/ft) 160 Dsrea1011 W Secondary Rd CABOT RO NCIC 3000 Slate Hwy> N Route Postmile Preli• Poslm,le Side of Hwy City LAGUNA NIGUEL County ORANGE Population 5 Rpl Dis( 922A7 Beat 743 Type Ca/Trans Dist Badge 12043 Crash Date 20231123 Time 2155 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR ENO Severity PDQ # Killed 0 # Injured 0 TowAway7 N Ptt:Jcess Date 20231226 Weather/ CLEAR Weather2 Rdwy Surface ORY Rdwy Cond 1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MISDEMEANOR Motor Veh Involved W.th OTHERMV Lighting DARK · ST LTS Ped Action Cntrl Dev FNCTNG Loe Type Ramp/Int Latitude Long,tude Local Rpl # 23-042970 Case ID 9619836

PARTY INFO VICTIM INFO
Pany Type Age Sex Race Sobriety/ Sobriety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF/ Viol OAF2 Safety EouJp ROie Ext Offnj Age Sex Seal Pas Safety Equip Ejeclecl Crasn
1F DRVR 998 IMP UNK IMP UNK PROC ST E A 0100 . 3 N B .
2 DRVR 2.5 F 0 HNBD SLOWING E A 0700 2021 . 3 N MG PASS 27 M 3 MG 0 Pnmary Rd NIGUEL RD Distance/Ni 104 Dltect,o~ S $«ond~ry Rd CROWN VALLEY NCIC 3000 Stale /il-;y• N Roule PoSin"/e Preli~ PoSltlJ/e Sidl!o/Hlvy City LAGUNA NIGUEL County ORANGE Population 5 RpI O/m··ss1Fs Beat 743 Type Ca/Trans Dist Badge 12043 Crash Date 20.231125 Time 2213 Day SAT Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type SIDESWIPE Severity PDQ #l(J//ed 0 # ln1uret1 o TowA.,,ay• N Process Date 20240201 Weather/ CLEAR Wealher2 Rdwy Surface DRY RdwyCondl NO UNUSLCND R<il'I'/ ConrJ2 Spec Cond 0 Hi/ and Run MISDEMEANOR Molar Veh Involved W,/h OTHERMV Lighting DARK -ST LTS Ped Action Cntrl Dev FNCTNG Loe Type Ramp/In/ Lal1lude Long!lude Local Rpl # 23-043182 Case ID 9657064

PARTY INFO VICTIM INFO
Paey Type Age Sex Race SoMety1 Sobriety2 Move Pre Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of lnJ Age Sex Seat Pas Safety Equip E;,;aea Crash
1F ORVR 17 M 0 HNBD RGTTURN s A 0100 1998 3 N MG
2 DRVR 19 M w HNBO STOPPED N A 0700 FORD 2001 3 N MG

Page 61 of 69 ends

Appendix D
Speed Survey Count Sheets

1. La Plata Drive between Crown Valley Parkway and Via Valverde Combined Both Directions
Wednesday, April 17, 2024
StartTime 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 12:00:00 AM 0 0 0 0 0 0 0 0 0
1:00:00 AM 0 0 1 0 1 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 1 0 0
3:00:00AM 0 0 0 0 I 0 0 0 0
4:00:00 AM 0 0 l 1 1 0 2 0 0
5:00:00 AM 0 I 2 10 12 s 0 0 0
6:00:00 AM 0 3 10 14 21 8 3 0 0
7:00:00 AM 0 1 22 52 60 19 5 0 0
8:00:00 AM 0 1 23 74 77 25 1 0 0
9:00:00 AM l 1 21 53 46 20 2 0 0
10:00:00 AM 1 1 13 68 54 11 4 2 0
11:00:00 AM 1 l 24 67 63 24 5 0 0
12:00:00 PM 0 0 21 101 90 26 I 0 0
1:00:00 PM 4 2 17 67 so 22 I 0 0
2:00:00 PM a I 14 62 58 14 4 0 a
3:00:00 PM 2 2 23 73 69 10 3 0 0
4:00:00 PM I 2 . 23 85 67 16 3 0 0
5:00:00 PM a 1 23 57 69 13 4 0 a
6:00:00 PM l a 24 65 45 17 2 0 1
7:00:00 PM 1 I 9 27 39 9 2 0 0
8:00:00 PM l a 8 33 17 4 a 0 a
9:00:00 PM a 1 3 17 11 3 0 a 0
10:00:00 PM a a 2 11 7 2 0 0 a
11:00:00 PM a a 3 4 1 2 0 0 0
DAY TOTAL 13 19 287 941 859 250 43 2 1
PERCENTAGE 0.5% 0.8% 11.9% 38.9% 35.6% 10.3% 1.8% 0.1% 0.0% CUMULATIVE 13 32 319 1,260 2,119 2,369 2,412 2,414 2,415 PERCENTAGE 0.5% 1.3% 13.2% 52.2% 87.7% 98.1% 99.8% 99.9% 100.0% 15th Percentile 24 Mean Speed Average 29
50th Percentile 29 10 MPH Pace Speed 25-34
85th Percentile 34 Number in Pace 1,800
95th Percentile 38 Percent in Pace 75%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES
0 0 0 0 0 0 0.0%
0 0 0 0 0 2 0.1%
0 0 0 0 0 1 0.0%
0 0 0 0 0 1 0.0%
0 0 0 0 0 5 0.2%
0 0 0 0 0 30 1.2%
0 0 0 0 0 59 2.4%
0 0 0 0 0 159 6.6%
0 0 0 0 0 201 8.3%
0 0 0 0 0 144 6.0%
0 0 0 0 1 155 6.4%
0 0 0 0 0 185 7.7%
0 0 0 0 0 239 9.9%
0 0 0 0 a 163 6.7%
0 0 0 0 0 153 6.3%
0 0 0 0 a 182 7.5%
0 0 a a 0 197 8.2%
a a 0 0 0 167 6.9%
0 a a a 0 155 6.4%
0 0 0 a a 88 3.6%
0 a a a a 63 2.6%
a 0 0 a a 35 1.4%
a 0 0 a 0 22 0.9%
a 0 0 0 a 10 0.4%
Q 0 0 0 1 2,416 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
2,415 2,415 2,415 2,415 2,416
100.0% 100.0% 100.0% 100.0% 100.0%

1. La Plata Drive between Crown Valley Parkway and Via Valverde Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 12:00:00 AM o o 1 2 2 1 o 0 o
1:00:00 AM o 0 1 3 2 1 0 o 0
2:00:00 AM 0 0 0 1 o 0 o 0 o
3:00:00 AM 0 0 0 o 0 1 o 0 0
4:00:00 AM 0 0 1 3 1 1 0 o 0
5:00:00 AM 0 0 3 B 12 1 0 0 0
6:00:00 AM 0 0 8 29 26 10 2 0 0
7:00:00 AM 0 2 48 60 42 11 3 o o
8:00:00 AM 1 4 36 92 56 5 o 1 0
9:00:00 AM 0 6 20 54 62 19 4 o 0
10:00:00 AM 1 1 15 62 40 11 4 1 o
11:00:00 AM 1 2 16 63 63 14 3 o o
12:00:00 PM 0 8 32 66 60 15 3 1 o
1:00:00 PM o 3 18 56 47 14 3 o 0
2:00:00 PM 0 3 14 67 75 9 2 0 1
3:00:00 PM 5 5 38 72 91 31 4 0 0
4:00:00 PM 1 5 19 63 57 16 3 0 0
5:00:00 PM 0 2 24 73 47 12 3 o 0
6:00:00 PM 0 1 13 68 37 16 5 1 0
7:00:00 PM o 1 12 33 33 9 1 0 0
8:00:00 PM 0 2 8 28 18 9 1 o 1
9:00:00 PM 1 1 7 21 8 3 0 0 0
10:00:00 PM 0 0 6 14 7 1 0 0 0
11:00:00 PM 0 1 6 3 6 2 o 1 o
DAY TOTAL 10 47 346 941 792 212 41 5 2
PERCENTAGE 0.4% 2.0% 14.4% 39.3% 33.0% 8.8% 1.7% 0.2% 0.1% CUMULATIVE 10 57 403 1,344 2,136 2,348 2,389 2,394 2,396 PERCENTAGE 0.4% 2.4% 16.8% 56.1% 89.1% 98.0% 99.7% 99.9% 100.0% 15th Percentile 23 Mean Speed Average 29
50th Percentile 28 10 MPH Pace Speed 25-34
8Sth Percentile 33 Number in Pace 1,733
95th Percentile 37 Percent in Pace 72%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES
0 o o 0 0 6 0.3%
o 0 0 0 0 7 0.3%
0 0 0 0 o 1 0.0%
0 0 o 0 0 1 0.0%
0 0 0 0 0 6 0.3%
0 0 0 0 o 24 1.0%
0 0 0 0 0 75 3.1%
0 0 0 0 o 166 6.9%
1 0 0 0 0 196 8.2%
0 0 0 0 0 165 6.9%
0 0 0 0 0 135 5.6%
o 0 0 0 0 162 6.8%
0 0 0 0 o 185 7.7%
o 0 o 0 o 141 5.9%
0 0 0 0 o 171 7.1%
0 0 0 0 0 246 10.3%
0 0 0 0 0 164 6.8%
0 0 0 0 0 161 6.7%
o 0 0 0 0 141 5.9%
o 0 0 0 0 89 3.7%
0 0 0 0 o 67 2.8%
0 o 0 0 0 41 1.7%
o 0 0 0 o 28 1.2%
0 o 0 o 0 19 0.8%
1 0 o 0 0 2,397 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
2,397 2,397 2,397 2,397 2,397
100.0% 100.0% 100.0% 100.0% 100.0%

1. La Plata Drive between Crown Valley Parkway and Via Valverde Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 50-54 12:00:00 AM 0 0 3 1 2 0 0 0 0
1:00:00 AM 0 1 0 3 0 0 0 0 0
2:00:00 AM 0 0 0 1 0 0 0 0 0
3:00:00 AM 0 0 0 0 0 I 0 0 0
4:00:00 AM 0 0 0 1 3 0 0 0 0
5:00:00 AM 0 I 1 5 2 I 0 0 0
6:00:00 AM 0 0 2 8 9 2 1 0 0
7:00:00 AM 0 1 5 22 20 7 1 0 0
8:00:00 AM 2 3 16 42 31 13 2 0 0
9:00:00 AM 0 0 19 57 53 14 0 0 0
10:00:00 AM 0 3 12 75 52 12 2 1 0
11:00:00 AM 1 0 18 62 63 11 3 0 0
12:00:00 PM 0 2 23 61 58 15 2 0 1
1:00:00 PM 0 3 12 55 66 20 3 1 0
2:00:00 PM 0 2 16 51 51 20 2 0 1
3:00:00 PM 0 1 14 47 42 20 1 0 0
4:00:00 PM 0 2 12 56 67 15 I 0 0
5:00:00 PM 0 2 10 48 35 15 3 0 1
6:00:00 PM 0 2 5 43 30 16 I l 0
7:00:00 PM 0 l 6 41 33 5 0 0 0
8:00:00 PM 0 l 12 27 19 9 2 0 a
9:00:00 PM 0 a 8 13 14 3 2 0 0
10:00:00 PM 0 2 9 15 12 4 l 0 0
11:00:00 PM 0 1 6 11 3 2 0 0 0
DAY TOTAL 3 28 209 745 665 205 27 3 3
PERCENTAGE 0.2% 1.5% 11.1% 39.4% 35.2% 10.9% 1.4% 0.2% 0.2% CUMULATIVE 3 31 240 985 1,650 1,855 1,882 1,885 1,888
PERCENTAGE 0.2% 1.6% 12.7% 52.1% 87.3% 98.2% 99.6% 99.8% 99.9% 15th Percentile 24 Mean Speed Average 29
50th Percentile 29 10 MPH Pace Speed 25-34
85th Percentile 34 Number in Pace 1,410
95th Percentile 38 Percent in Pace 75%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES
0 0 0 0 0 6 0.3%
0 0 0 0 0 4 0.2%
0 0 0 0 0 1 0.1%
0 0 0 0 0 1 0.1%
0 0 0 0 0 4 0.2%
0 0 0 0 0 10 0.5%
0 0 0 0 0 22 1.2%
0 0 0 0 0 56 3.0%
0 0 0 0 0 109 5.8%
0 0 0 0 0 143 7.6%
0 0 0 0 0 157 8.3%
0 0 0 0 0 158 8.4%
0 0 0 0 0 162 8.6%
0 1 0 0 0 161 8.5%
0 0 0 0 0 143 7.6%
0 0 0 0 0 125 6.6%
0 0 0 0 0 153 8.1%
0 0 0 0 0 114 6.0%
0 0 0 0 0 98 5.2%
0 0 a 0 0 86 4.6%
a 0 0 0 a 70 3.7%
0 0 0 0 0 40 2.1%
0 0 0 0 a 43 2.3%
0 0 a a 0 23 1.2%
0 1 0 0 0 1,889 100.0%

0.0% 0.1% 0.0% 0.0% 0.0% 100.0% 100.0%
1,888 1,889 1,889 1,889 1,889

99.9% 100.0% 100.0% 100.0% 100.0%

2. La Plata Drive between Via Valverde and Vista Plaza Drive Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 I 30-34 35-39 40-44 45-49 12:00:00 AM 0 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0 I
3:00:00 AM 0 0 0 0 0 1 0 0
4:00:00 AM 0 0 0 3 I 1 0 0
5:00:00 AM 0 0 4 8 11 3 0 0
6:00:00 AM 1 0 7 11 18 9 4 1
7:00:00 AM 1 1 9 48 45 30 6 1
8:00:00 AM 0 1 9 70 SB 27 10 1
9:00:00 AM 0 1 12 57 37 15 5 0
10:00:00 AM 0 0 26 64 38 13 6 1
11:00:00 AM 0 3 22 56 62 16 7 1
12:00:00 PM 3 1 24 96 77 26 3 0
1:00:00 PM 0 1 24 57 48 20 5 1
2:00:00 PM 0 3 19 54 42 23 5 0
3:00:00 PM 3 2 22 50 62 21 2 0
4:00:00 PM 0 1 21 73 60 22 10 0
5:00:00 PM 1 4 14 59 49 17 4 0
6:00:00 PM 0 0 16 44 52 19 5 0
7:00:00 PM 0 4 10 26 23 18 0 0
8:00:00 PM 1 0 8 23 19 7 1 0
9:00:00 PM 0 0 4 11 13 2 0 0
10:00:00 PM 0 0 5 6 4 3 2 1
11:00:00 PM 0 1 3 0 2 0 1 a
DAY TOTAL 10 23 259 816 721 293 76 8
PERCEITTAGE 0.5% 1.0% 11.7% 37.0% 32.7% 13.3% 3.4% 0.4% CUMULATIVE 10 33 292 1,108 1,829 2,122 2,198 2,206
PERCEITTAGE 0.5% 1.5% 13.2% 50.2% 82.9% 96.2% 99.6% 100.0% 15th Percentile 24 Mean Speed Average 30
50th Percentile 29 10 MPH Pace Speed 25-34
85th Percentile 35 Number in Pace 1,537
95th Percentile 39 Percent In Pace 70%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES
oJ 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 1 0.0%
0 0 0 0 0 0 1 0.0%
0 0 0 0 0 0 5 0.2%
0 0 0 0 0 0 26 1.2%
0 0 0 0 0 0 51 2.3%
0 0 0 0 0 0 141 6.4%
0 0 0 0 0 0 176 8.0%
0 0 0 0 0 o I 127 5.8%
0 0 0 0 0 0 148 6.7%
0 0 0 0 0 0 167 7.6%
0 0 0 0 0 0 230 10.4%
0 0 0 0 0 0 156 7.1%
0 0 0 0 0 0 146 6.6%
0 0 0 0 0 0 162 7.3%
0 0 0 0 0 0 187 8.5%
0 0 0 0 0 0 148 6.7%
0 0 0 0 0 0 136 6.2%
0 0 0 0 0 0 81 3.7%
0 0 0 0 0 0 59 2.7%
0 0 0 0 0 0 30 1.4%
0 0 a 0 0 0 21 1.0%
a 0 0 0 0 0 7 0.3%
0 a 0 0 0 0 2,206 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
2,206 2,206 2,206 2,206 2,206 2,206
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% I

2. La Plata Drive between Via Valverde and Vista Plaza Drive Combined Both Directions
Thursday, April 18, 2024
Start nme 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 12:00:00 AM 0 0 1 0 3 0 0 0
1:00:00 AM 0 0 1 2 1 0 0 0
2:00:00 AM 0 0 0 0 0 0 0 0
3:00:00 AM 0 0 0 0 0 0 0 1
4:00:00 AM 0 0 0 1 4 1 0 0
5:00:00 AM 1 1 5 5 6 1 1 0
6:00:00 AM 0 0 7 16 26 14 3 0
7:00:00AM 1 I 15 52 52 22 5 0
8:00:00 AM 1 0 11 73 56 24 3 1
9:00:00 AM 1 3 14 52 44 21 6 2
10:00:00 AM 0 1 18 48 38 12 5 1
11:00:00 AM 0 1 13 61 50 13 2 1
12:00:00 PM 1 0 27 70 40 23 2 0
1:00:00 PM 0 1 15 40 45 20 5 0
2:00:00 PM 0 3 14 57 49 27 1 0
3:00:00 PM 0 2 22 89 71 39 8 1
4:00:00 PM 0 1 15 53 53 19 3 0
5:00:00 PM 0 3 11 69 39 22 3 0
6:00:00 PM 0 1 9 42 49 16 5 2
7:00:00 PM 0 3 11 31 24 12 0 0
8:00:00 PM 0 0 10 20 15 11 2 0
9:00:00 PM 0 0 3 19 13 0 0 0
10:00:00 PM 0 1 6 8 7 3 0 0
11:00:00 PM 0 0 5 4 6 2 0 0
DAY TOTAL 5 22 233 812 691 302 54 9
PERCENTAGE 0.2% 1.0% 10.9% 38.1% 32.4% 14.2% 2.5% 0.4%
CUMULATIVE 5 27 260 1,072 1,763 2,065 2,119 2,128
PERCENTAGE 0.2% 1.3% 12.2% 50.3% 82.8% 96.9% 99.5% 99.9% 15th Percentile 24 Mean Speed Average 30
Soth Percentile 29 10 MPH Pace Speed 25-34
85th Percentile 35 Number in Pace 1,503
95th Percentile 38 Percent in Pace 71%
Project# 5(4508
PREPARED BY: AimTD 714 253 7888 [email protected]
50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES
0 0 0 0 0 0 4 0.2%
0 0 0 0 0 0 4 0.2%
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 1 0.0%
0 0 0 0 0 0 6 0.3%
0 0 0 0 0 0 20 0.9%
0 0 0 0 0 0 66 3.1%
0 0 0 0 0 0 148 6.9%
0 0 0 0 0 0 169 7.9%
0 0 0 0 0 0 143 6.7%
0 1 0 0 0 0 124 5.8%
0 0 0 0 0 0 141 6.6%
0 0 0 0 D 0 163 7.7%
0 0 0 0 0 0 126 5.9%
0 0 0 0 0 0 151 7.1%
0 a 0 0 0 0 232 10.9%
1 0 0 0 0 0 145 6.8%
o I 0 0 0 0 0 147 6.9%
0 0 0 0 0 0 124 5.8%
0 0 0 0 0 0 81 3.8%
0 0 0 0 0 0 58 2.7%
0 0 0 0 0 0 35 1.6%
0 0 0 0 0 0 25 1.2%
0 0 0 0 0 0 17 0.8%
1 1 0 0 0 0 2,130 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
2,129 2,130 2,130 2,130 2,130 2,130
100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

2. La Plata Drive between Via Valverde and Vista Plaza Drive Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 12:00:00 AM 0 0 2 1 2 1 0 0
1:00:00 AM 0 I 0 1 0 0 0 0
2:00:00 AM 0 0 0 1 0 0 0 0
3:00:00 AM 0 0 0 0 0 0 I 0
4:00:00 AM 0 0 0 1 1 2 D 0
5:00:00 AM 0 1 0 4 2 1 0 0
6:00:00 AM 0 0 3 6 9 2 D 1
7:00:00 AM 0 I 4 21 19 7 2 0
8:00:00 AM 0 0 II 34 36 18 3 2
9:00:00 AM 0 2 13 1 62 42 10 2 0
10:00:00 AM 0 2 11 57 44 20 7 0
11:00:00 AM 0 I 15 55 55 18 2 2
12:00:00 PM 1 2 23 50 41 27 3 0
1:00:00 PM 1 1 14 40 55 33 5 1
2:00:00 PM D 3 12 55 48 14 4 1
3:00:00 PM 0 2 13 36 31 21 6 1
4:00:00 PM 0 1 9 44 54 25 3 1
5:00:00 PM 0 2 17 25 42 14 4 1
6:00:00 PM 0 0 5 34 33 12 5 D
7:00:00 PM 0 1 7 32 23 11 I 0
8:00:00 PM 0 I 9 21 20 10 1 0
9:00:00 PM 0 0 6 16 10 I 3 2
10:00:00 PM D 1 4 17 II 2 1 0
11:00:00 PM 0 1 3 5 8 1 D 0
DAY TOTAL 2 23 181 618 586 250 53 12
PERCENTAGE 0.1% 1.3% 10.5% 35.8% 33.9% 14.5% 3.1% 0.7%
CUMULATIVE 2 25 206 824 1,410 1,660 1,713 1,725
PERCENTAGE 0.1% 1.4% 11.9% 47.7% 81.6% 96.1% 99.2% 99.9% 15th Percentile 24 Mean Speed Average 30
50th Percentile 29 10 MPH Pace Speed 25-34
85th Percentile 35 Number In Pace 1,204
95th Percentile 39 Percent in Pace 70%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
50-54 55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES
0 0 0 0 0 0 6 0.3%
0 0 0 0 0 0 2 0.1%
0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 4 0.2%
0 0 0 0 0 D 8 0.5%
0 D 0 0 0 D 21 1.2%
0 0 0 0 0 0 54 3.1%
0 0 0 D 0 0 104 6.0%
0 0 0 0 0 0 131 7.6%
0 0 0 0 0 0 141 8.2%
0 0 0 0 0 0 148 8.6%
0 0 0 0 0 o I 147 8.5%
0 0 0 0 0 0 150 8.7%
D 0 0 0 0 0 137 7.9%
0 0 D 0 0 0 110 6.4%
D 0 0 0 0 0 137 7.9%
I 0 0 D 0 1 107 6.2%
0 0 0 0 D D 89 5.2%
0 0 0 0 0 0 75 4.3%
0 0 0 0 0 0 62 3.6%
0 D 0 0 D 0 38 2.2%
0 0 0 D D 0 36 2.1%
0 0 D 0 D 0 18 1.0%
1 0 0 0 0 11 1,727 100.0%

0.1% 0.0% 0.0% 0.0% 0.0% 0.1% 100.0% 100.0%
1,726 1,726 1,726 1,726 1,726 1,727

99.9% 99.9% 99.9% 99.9% 99.9% 100.0%

3. La Plata Drive between Vista Plaza Drive and Via Larga Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 12:00:00 AM 0 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0 0
3:00:00 AM 0 0 1 0 0 1 0 0
4:00:00 AM 0 0 1 1 0 0 0 0
5:00:00 AM 5 0 0 3 1 1 0 0
6:00:00 AM 11 3 5 5 4 4 0 1
7:00:00 AM 8 3 5 26 17 10 2 1
8:00:00 AM 6 3 9 26 20 11 2 a
9:00:00 AM 12 6 4 19 17 8 0 0
10:00:00 AM 17 4 13 17 18 3 2 0
11:00:00 AM 15 10 10 20 19 6 2 0
12:00:00 PM 15 6 13 25 20 4 0 0
1:00:00 PM 14 12 10 17 22 3 1 1
2:00:00 PM 9 10 15 21 19 7 0 0
3:00:00 PM 14 10 12 32 21 2 0 0
4:00:00 PM 16 16 17 30 20 3 0 0
5:00:00 PM 12 10 11 24 17 4 1 0
6:00:00 PM 9 4 14 29 13 4 2 1
7:00:00 PM 1 5 14 15 8 3 0 0
8:00:00 PM 2 3 5 11 6 1 0 0
9:00:00 PM 2 4 3 7 3 0 0 0
10:00:00 PM 0 0 2 4 4 0 2 1
11:00:00 PM 1 0 0 I 0 2 0 0
DAY TOTAL 169 109 164 333 249 77 14 5
PERCENTAGE 15.1% 9.7% 14.6% 29.7% 22.2% 6.9% 1.2% 0.4%
CUMULATIVE 169 278 442 775 1,024 1,101 1,115 1,120
PERCENTAGE 15.1% 24.8% 39.4% 69.1% 91.3% 98.2% 99.5% 99.9% 15th Percentile 14 Mean Speed Average 25
50th Percentile 26 10 MPH Pace Speed 25-34
85th Percentile 33 Number in Pace 582
95th Percentile 37 Percent In Pace 52%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 10 0.9%
0 0 0 0 0 o I 33 2.9%
0 0 0 0 0 0 72 6.4%
0 0 1 0 0 0 78 7.0%
a 0 0 0 0 0 66 5.9%
0 0 0 0 0 0 74 6.6%
a 0 0 0 0 0 82 7.3%
0 0 0 0 0 0 83 7.4%
0 0 0 0 0 0 80 7.1%
0 0 0 0 a 0 81 7.2%
0 0 0 0 0 0 91 8.1%
0 0 0 0 0 0 102 9.1%
0 0 0 0 0 0 79 7.0%
0 0 0 0 0 0 76 6.8%
0 0 0 0 0 0 46 4.1%
0 0 0 0 0 0 28 2.5%
0 0 0 0 0 0 19 1.7%
0 0 a 0 0 0 13 1.2%
0 0 a 0 0 0 4 0.4%
0 0 1 0 0 0 1,121 100.0%

0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 100.0% 100.0%
1,120 1,120 1,121 1,121 1,121 1,121

99.9% 99.9% 100.0% 100.0% 100.0% 100.0%

3. La Plata Drive between Vista Plaza Drive and Via Larga Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44 45-49 12:00:00 AM 0 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0 a
3:00:00 AM 0 0 1 0 0 1 0 0
4:00:00 AM 0 0 1 2 1 0 0 0
5:00:00 AM 4 0 1 4 1 0 0 0
6:00:00 AM 5 2 3 11 12 4 0 0
7:00:00 AM 11 1 12 23 17 6 0 0
8:00:00 AM 11 3 8 29 21 8 0 0
9:00:00 AM 6 5 12 21 16 8 2 1
10:00:00 AM 7 6 6 20 14 7 1 0
11:00:00 AM 11 6 7 30 18 2 0 0
12:00:00 PM 11 8 20 28 19 4 0 0
1:00:00 PM 12 8 11 21 19 6 0 0
2:00:00 PM 14 9 1 23 17 5 0 0
3:00:00 PM 12 6 6 26 33 8 2 0
4:00:00 PM 8 9 6 30 17 9 1 1
5:00:00 PM 11 7 11 16 18 6 0 0
6:00:00 PM 8 5 9 20 15 1 3 1
7:00:00 PM 9 6 9 17 8 I 0 0
8:00:00 PM 4 3 s 8 9 I 0 0
9:00:00 PM 2 I 6 13 3 0 0 0
10:00:00 PM 3 2 4 2 2 0 0 0
11:00:00 PM 1 3 I 1 3 0 1 0 0
DAY TOTAL 150 90 140 347 260 78 9 3
PERCEITTAGE 13.9% 8.4% 13.0% 32.2% 24.1% 7.2% 0.8% 0.3% CUMULATIVE 150 240 380 727 987 1,065 1,074 1,077
PERCEITTAGE 13.9% 22.3% 35.3% 67.5% 91.6% 98.9% 99.7% 100.0% 15th Percentile 15 Mean Speed Average 25
50th Percentile 26 10 MPH Pace Speed 25-34
85th Percentile 33 Number in Pace 607
95th Percentile 36 Percent in Pace 56%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0.0%
a 0 a 0 0 0 0 0.0%
0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 4 0.4%
0 0 0 0 0 0 10 0.9%
0 0 0 0 0 0 37 3.4%
0 0 0 0 0 0 70 6.5%
0 0 0 0 0 0 80 7.4%
0 0 0 0 0 0 71 6.6%
0 0 0 0 0 0 61 5.7%
0 0 0 0 0 0 74 6.9%
0 0 0 0 0 0 90 8.4%
0 0 0 0 0 0 77 7.1%
0 0 0 0 0 0 69 6.4%
0 0 0 0 0 0 93 8.6%
0 0 0 0 0 0 81 7.5%
0 0 0 0 0 0 69 6.4%
0 0 0 0 0 0 62 5.8%
0 0 0 0 0 0 50 4.6%
0 0 0 0 0 0 30 2.8%
0 0 0 0 0 0 25 2.3%
0 0 0 0 0 0 13 1.2%
0 0 0 0 0 0 9 0.8%
0 0 0 0 0 0 1,077 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 1 100.0% 100.0%
1,077 1,077 1,077 1,077 1,077 1,077
100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

3. La Plata Drive between Vista Plaza Drive and Via Larga Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 15-19 20-24 25-29 I 30-34 35-39 40-44 45-49 12:00:00 AM 1 0 0 0 0 0 0 0
1:00:00 AM l 0 1 0 0 0 0 0
2:00:00 AM 0 0 0 1 0 0 0 0
3:00:00 AM 0 I 0 0 0 1 0 0
4:00:00 AM 0 0 0 0 1 0 0 0
5:00:00 AM 0 0 0 l 2 0 0 0
6:00:00 AM 3 0 1 3 I 1 I 0 0
7:00:00 AM s 0 s 8 3 1 0 0
8:00:00 AM 13 3 s 23 9 5 0 0
9:00:00 AM 9 7 13 24 10 2 0 0
10:00:00 AM 21 12 17 26 13 I I 0
11:00:00 AM 24 6 11 29 15 1 I 0
12:00:00 PM 9 8 12 27 16 3 0 0
1:00:00 PM 20 10 10 24 13 2 I 0
2:00:00 PM 10 5 12 20 15 0 0 0
3:00:00 PM 9 7 14 22 14 6 0 0
4:00:00 PM 11 6 12 26 17 4 0 0
5:00:00 PM 4 6 12 24 3 5 1 0
6:00:00 PM 8 5 11 12 7 2 1 0
7:00:00 PM 9 6 8 17 6 0 0 0
8:00:00 PM 6 3 7 9 7 1 1 0
9:00:00 PM l 4 4 9 5 3 I 0
10:00:00 PM 4 2 3 6 2 I 0 0
11:00:00 PM 2 I 3 2 2 0 0 0
DAY TOTAL 170 92 161 313 161 39 7 0
PERCENTAGE 18.0% 9.8% 17.1% 33.2% 17.1% 4.1% 0.7% 0.0%
CUMULATIVE 170 262 423 736 897 936 943 943
PERCENTAGE 18.0% 27.8% 44.9% 78.0% 95.1% 99.3% 100.0% 100.0% 15th Percentile 12 Mean Speed Average 23
50th Percentile 25 10 MPH Pace Speed 20-29
85th Percentile 31 Number in Pace 474
95th Percentile 34 Percent In Pace 50%
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
I 50-54 I 55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 3 0.3%
0 0 0 0 0 0 9 1.0%
0 0 0 0 0 0 22 2.3%
0 0 0 0 0 0 58 6.2%
0 0 0 0 0 0 65 6.9%
0 0 0 0 0 0 91 9.7%
0 0 0 0 0 0 87 9.2%
0 0 0 0 0 0 75 8.0%
0 0 0 0 0 0 80 8.5%
0 0 0 0 0 0 62 6.6%
0 0 0 0 0 0 72 7.6%
0 0 0 0 0 0 76 8.1%
0 0 0 0 0 0 55 5.8%
0 0 0 0 0 0 46 4.9%
0 0 0 0 0 0 46 4.9%
0 0 0 0 0 0 34 3.6%
0 0 0 0 0 0 27 2.9%
0 0 0 0 0 0 18 1.9%
0 0 0 0 0 0 10 1.1%
0 0 0 0 0 I 943 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
943 943 943 943 943 943
100.0% 100.0% 100.0% 100.0% 100.0% 100.0°/ol

4. La Plata Drive between Via Larga and Via Pan
Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 I 20-24 I 25-29 30-34 35-39
12:00:00 AM 0 D D D 0 D
1:00:00 AM D D D D 0 D
2:00:00 AM D D D D 0 D
3:00:00 AM 0 1 0 0 D 0
4:00:00 AM D D 1 1 D D
5:00:00 AM D 1 2 1 1 1
6:00:00 AM 3 0 4 3 3 4
7:00:00 AM 3 1 7 15 19 12
8:00:00 AM 4 2 4 19 24 15
9:00:00 AM 5 2 3 17 15 6
10:00:00 AM 4 0 12 14 19 1
11:00:00 AM 12 2 6 22 14 7
12:00:00 PM 9 3 11 16 22 6
1:00:00 PM 6 2 6 14 17 6
2:00:00 PM 9 3 5 24 16 8
3:00:00 PM 8 1 10 24 21 5
4:00:00 PM 9 6 6 25 15 7
5:00:00 PM 10 4 8 14 15 8
6:00:00 PM 3 5 9 24 11 7
7:00:00 PM 2 3 12 12 10 5
8:00:00 PM 0 4 9 5 7 1
9:00:00 PM 0 0 4 8 1 0
10:00:00 PM 0 0 2 4 3 2
11 :00:00 PM 0 1 1 1 0 1
DAY TOTAL 87 41 122 263 233 102
PERCENTAGE 10.0% 4.7% 14.0% 30.2% 26.8% 11.7%
CUMULATIVE 87 128 250 513 746 848
PERCENTAGE 10.0% 14.7% 28.7% 58.9% 85.6% 97.4%
15th Percentile 19 Mean Speed Average
50th Percentile 28 10 MPH Pace Speed
85th Percentile 34 Number in Pace
95th Percentile 38 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES D D 0 D D D D D 0 0.0%
0 D D D 0 0 D 0 D 0.0%
D 0 0 0 0 D D D 0 0.0%
1 0 0 0 D D D 0 2 0.2%
D 0 0 0 0 0 0 0 2 0.2%
0 0 0 D D D 0 D 6 0.7%
1 1 D D D 0 0 D 19 2.2%
3 0 0 D 0 0 D 0 60 6.9%
2 0 0 D 0 0 0 0 70 8.0%
1 0 0 0 0 0 0 0 49 5.6%
1 1 0 0 D 0 0 0 52 6.0%
2 0 0 0 0 a 0 0 65 7.5%
D 0 0 0 0 0 0 0 67 7.7%
1 1 0 0 0 0 0 0 53 6.1%
2 0 0 0 0 0 D 0 67 7.7%
0 0 0 0 0 0 0 0 69 7.9%
0 0 0 0 0 0 0 0 68 7.8%
1 0 0 0 0 0 0 0 60 6.9%
2 1 0 0 0 0 0 0 62 7.1%
0 0 0 0 0 0 0 0 44 5.1%
0 0 0 0 0 0 0 0 26 3.0%
0 0 0 0 0 0 0 0 13 1.5%
1 1 0 0 0 0 D 0 13 1.5%
0 0 0 0 0 0 D 0 4 0.5%
18 5 0 0 0 0 0 0 871 100.0%

2.1% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
866 871 871 871 871 871 871 871

99.4% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
27 25-34
496
57%

4. La Plata Drive between Via Larga and Via Pan
Combined Both Directions
Thursday, April 18, 2024
Startnme 5-14 15-19 20-24 25-29 30-34 35-39
12:00:00 AM 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0
3:00:00 AM 0 1 0 0 0 0
4:00:00 AM 0 0 1 1 0 1
5:00:00 AM 0 1 2 4 0 0
6:00:00 AM 4 0 5 9 10 5
7:00:00 AM 8 2 11 18 11 8
8:00:00 AM 4 6 12 24 20 8
9:00:00 AM 4 3 4 23 11 8
10:00:00 AM 4 2 12 15 8 9
11:00:00 AM 10 1 8 14 20 1
12:00:00 PM 4 4 19 17 20 4
1:00:00 PM 5 5 6 27 12 6
2:00:00 PM 0 3 7 15 20 4
3:00:00 PM 5 4 6 28 21 9
4:00:00 PM 4 2 7 31 15 7
5:00:00 PM 4 2 5 18 15 7
6:00:00 PM 2 4 6 22 10 3
7:00:00 PM 2 2 9 11 10 o
8:00:00 PM 1 2 9 8 6 o
9:00:00 PM 4 0 7 7 5 o
10:00:00 PM 0 0 4 3 2 o
11:00:00 PM 0 0 1 3 3 o
OAYTOTAL 65 44 141 298 219 80
PERCENTAGE 7.5% 5.1% 16.3% 34.4% 25.3% 9.2%
CUMULATIVE 65 109 250 548 767 847
PERCENTAGE 7.5% 12.6% 28.9% 63.3% 88.6% 97.8%
15th Percentile 20 Mean Speed Average
50th Percentile 27 10 MPH Pace Speed
85th Percentile 33 Number in Pace
95th Percentile 37 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 1 0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 0 0 3 0.3%
0 0 0 0 0 0 0 0 7 0.8%
0 0 0 0 o o o o 33 3.8%
o o o o o 0 0 o 58 6.7%
1 o o o o 0 o 0 75 8.7%
1 2 o o o 0 o o 56 6.5%
2 o o 0 o o o 0 52 6.0%
1 0 o 0 o o 0 o 55 6.4%
0 0 o 0 0 0 0 0 68 7.9%
1 0 0 0 o 0 0 0 62 7.2%
0 0 o o 0 0 0 0 49 5.7%
4 0 0 0 0 0 0 0 77 8.9%
0 0 1 0 0 0 0 0 67 7.7%
l 0 o o o 0 o 0 52 6.0%
2 o o o 0 o o o 49 5.7%
1 o o o 0 o o o 35 4.0%
o o o o o o o o 26 3.0%
1 o o o 0 o 0 o 24 2.8%
o o o o o o o o 9 1.0%
0 o o o 0 0 0 o 7 0.8%
15 3 1 0 0 0 0 0 866 100.0%

1.7% 0.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
862 865 866 866 866 866 866 866

99.5% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%
27 25-34
517
60%

4. La Plata Drive between Via Larga and Via Pan
Combined Both Directions
Saturday, April 20, 2024
5tartTime 5-14 15-19 20-24 25-29 30-34 35-39
12:00:00 AM 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 1 0
3:00:00 AM I 0 0 0 0 0
4:00:00 AM 1 0 0 0 0 0
5:00:00 AM 0 0 1 1 1 0
6:00:00 AM 1 0 0 4 0 1
7:00:00 AM 0 3 3 10 2 0
8:00:00 AM I 5 5 16 10 5
9:00:00 AM 7 1 10 24 13 1
10:00:00 AM 3 7 10 27 9 3
11:00:00 AM 8 2 13 21 11 2
12:00:00 PM 5 3 11 28 17 4
1:00:00 PM 3 3 9 22 12 5
2:00:00 PM 4 2 9 14 13 3
3:00:00 PM 4 2 5 19 22 3
4:00:00 PM 0 4 6 17 23 7
5:00:00 PM 0 1 10 25 5 5
6:00:00 PM 2 0 8 6 13 1
7:00:00 PM 4 5 11 11 7 1
8:00:00 PM 0 2 4 9 6 2
9:00:00 PM 2 0 6 8 5 2
10:00:00 PM 4 1 1 3 2 0
11:00:00 PM 0 0 4 0 1 2
DAY TOTAL 50 41 126 265 173 47
PERCENTAGE 7.0% 5.7% 17.5% 36.9% 24.1% 6.5%
CUMULATIVE 50 91 217 482 655 702
PERCENTAGE 7.0% 12.7% 30.2% 67.1% 91.2% 97.8%
15th Percentile 20 Mean Speed Average
50th Percentile 27 10 MPH Pace Speed
85th Percentile 33 Number in Pace
95th Percentile 37 Percent in Pace
Project# SC4508
PREPARED BY: AimTI> 714 253 7888 [email protected]
40-44 45-49 50-54 I 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 1 0.1%
I 0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 0 3 0.4%
0 0 0 0 0 0 0 0 6 0.8%
1 0 0 0 0 0 0 0 19 2.6%
0 0 0 0 0 0 0 0 42 5.8%
0 0 0 0 0 0 0 0 56 7.8%
1 0 0 0 0 0 0 0 60 8.4%
2 0 0 1 0 0 0 0 60 8.4%
0 0 0 0 0 0 0 0 68 9.5%
0 0 0 0 0 0 0 0 54 7.5%
0 0 0 0 0 0 0 0 45 6.3%
I 0 0 0 0 0 0 0 56 7.8%
0 0 0 0 0 1 0 0 SB 8.1%
2 0 0 0 0 0 0 0 48 6.7%
2 0 0 0 0 0 0 0 32 4.5%
0 0 0 0 0 0 0 0 39 5.4%
0 0 0 0 0 0 0 0 23 3.2%
3 0 0 0 0 0 0 0 26 3.6%
1 0 0 0 0 0 0 0 12 1.7%
0 0 0 0 0 0 0 0 7 1.0%
14 0 0 1 0 1 0 0 718 100.0%

1.9% 0.0% 0.0% 0.1% 0.0% 0.1% 0.0% 0.0% 100.0% 100.0%
716 716 716 717 717 718 718 718

99.7% 99.7% 99.7% 99.9% 99.9% 100.0% 100.0% 100.0%
27 25-34
438
61%

5. La Plata Drive between Via Pan and Via Cebolla
Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 a 0 a 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM a 0 0 a 0 a 0
3:00:00 AM a 1 0 a 1 0 0
4:00:00 AM a 0 1 1 0 a a
5:00:00 AM 2 0 2 1 2 0 0
6:00:00 AM 0 1 2 4 6 1 1
7:00:00 AM 4 2 5 23 19 3 0
8:00:00 AM 7 4 10 24 18 5 1
9:00:00 AM 4 1 8 19 10 2 0
10:00:00 AM 8 4 13 19 9 2 a
11:00:00 AM 2 1 10 27 9 4 1
12:00:00 PM 6 2 15 24 16 0 0
1:00:00 PM 4 3 6 23 11 4 1
2:00:00 PM 5 2 11 23 16 1 0
3:00:00 PM 7 4 10 30 18 0 0
4:00:00 PM 1 2 12 22 21 2 0
5:00:00 PM 2 5 10 23 13 0 0
6:00:00 PM 2 3 16 22 11 2 0
7:00: 00 PM 1 5 11 16 10 0 0
8:00:00 PM 0 3 6 12 3 0 0
9:00:00 PM 1 0 6 5 1 0 0
10:00:00 PM 1 0 2 5 3 1 0
11:00:00 PM 1 0 2 1 a a a
DAY TOTAL 58 43 158 324 197 27 4
PERCENTAGE 7.1% 5.3% 19.5% 39.9% 24.3% 3.3% 0.5%
CUMULATIVE 58 101 259 583 780 807 811
PERCENTAGE 7.1% 12.4% 31.9% 71.8% 96.1% 99.4% 99.9%
15th Percentile 20 Mean Speed Average 26
50th Percentile 26 10 MPH Pace Speed 25-34
85th Percentile 32 Number in Pace 521
95th Percentile 34 Percent in Pace 64%
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 a a 0 0.0%
0 0 a 0 0 a 0 0 0.0%
0 a a a a a a 2 0.2%
0 a 0 a a a a 2 0.2%
0 a 0 a a 0 a 7 0.9%
a 0 0 0 a a a 15 1.8%
0 0 a a 0 0 0 56 6.9%
0 0 a a 0 0 0 69 8.5%
0 0 a a 0 0 0 44 5.4%
0 0 a 0 0 0 0 55 6.8%
0 0 0 0 0 0 0 54 6.7%
a 0 0 a 0 a a 63 7.8%
a 0 0 0 0 0 0 52 6.4%
0 0 0 0 0 0 a 58 7.1%
0 a a 0 0 0 0 69 8.5%
0 0 a 0 0 0 a 60 7.4%
0 a a a a a a 53 6.5%
0 a 0 0 0 0 a 56 6.9%
0 a 0 0 0 a 0 43 5.3%
a a a 0 a 0 0 24 3.0%
0 0 0 a a a a 13 1.6%
0 0 1 a a 0 0 13 1.6%
a 0 a 0 a 0 a 4 0.5%
a 0 1 a 0 a a 812 100.0%

0.0% 0.0% 0.1% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
811 811 812 812 812 812 812

99.9% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0%

5. La Plata Drive between Via Pan and Via Cebolla
Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 1 0 0 0 0
3:00:00AM 0 1 0 0 0 0 I
4:00:00 AM 0 0 I 1 1 0 0
5:00:00 AM 1 2 1 3 0 0 0
6:00:00 AM 0 0 7 13 7 1 0
7:00:00 AM 1 3 11 20 13 2 0
8:00:00 AM 3 4 21 20 17 2 I
9:00:00 AM 4 2 11 15 13 4 1
10:00:00 AM 4 1 9 23 10 1 I
11:00:00 AM 4 2 7 20 13 1 0
12:00:00 PM 5 6 15 18 15 3 1
1:00:00 PM 4 4 12 27 8 3 1
2:00:00 PM 5 1 7 17 18 0 0
3:00:00 PM 8 6 10 27 20 4 0
4:00:00 PM 0 0 15 24 16 1 I
5:00:00 PM 4 3 10 16 13 2 0
6:00:00 PM 0 3 5 28 7 3 1
7:00:00 PM 4 2 9 7 8 1 0
8:00:00 PM 2 3 8 8 4 1 0
9:00:00 PM 2 0 6 7 4 1 0
10:00:00 PM 0 1 4 4 0 0 0
11:00:00 PM 0 0 2 4 1 0 0
DAY TOTAL 51 44 172 302 188 30 8
PERCENTAGE 6.4% 5.5% 21.6% 38.0% 23.6% 3.8% 1.0%
CUMULATIVE 51 95 267 569 757 787 795
PERCENTAGE 6.4% 11.9% 33.6% 71.6% 95.2% 99.0% 100.0%
15th Percentile 20 Mean Speed Average 26
50th Percentile 26 10 MPH Pace Speed 25-34
85th Percentile 32 Number in Pace 490
95th Percentile 34 Percent in Pace 62%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 3 0.4%
0 0 0 0 0 0 0 7 0.9%
0 0 0 0 0 0 0 28 3.5%
0 0 0 0 0 0 0 so 6.3%
0 0 0 0 0 0 0 68 8.6%
0 0 0 0 0 0 0 so 6.3%
0 0 0 0 0 0 0 49 6.2%
0 0 0 0 0 0 0 47 5.9%
0 0 0 0 0 0 0 63 7.9%
0 0 0 0 0 0 0 59 7.4%
0 0 0 0 0 0 0 48 6.0%
0 0 0 0 0 0 0 75 9.4%
0 0 0 0 0 0 0 57 7.2%
0 0 0 0 0 0 0 48 6.0%
0 0 0 0 0 0 0 47 5.9%
0 0 0 0 0 0 0 31 3.9%
0 0 0 0 0 0 0 26 3.3%
0 0 0 0 0 0 0 20 2.5%
0 0 0 0 0 0 0 9 1.1%
0 0 0 0 0 0 0 7 0.9%
0 0 0 0 0 0 0 795 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
795 795 795 795 795 795 795
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

5. La Plata Drive between Via Pan and Via Cebolla
Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0
3:00:00 AM 0 1 0 0 0 1 0
4:00:00 AM 0 0 0 0 0 0 0
5:00:00 AM 0 0 1 2 1 0 0
6:00:00 AM 1 0 1 2 0 1 0
7:00:00 AM 1 1 8 7 2 0 0
8:00:00 AM 1 2 7 17 10 2 0
9:00:00 AM 2 2 11 27 5 0 0
10:00:00 AM 3 5 18 19 6 2 1
11:00:00 AM 11 3 11 22 9 1 1
12:00:00 PM 3 1 19 21 16 1 0
1:00:00 PM 3 4 19 20 8 2 0
2:00:00 PM 0 3 13 12 11 0 0
3:00:00 PM 7 3 9 18 11 3 0
4:00:00 PM 0 4 14 30 10 2 0
5:00:00 PM 4 7 10 19 6 2 1
6:00:00 PM 6 2 9 10 3 3 1
7:00:00 PM 4 2 10 13 3 0 0
8:00:00 PM 2 4 2 II 3 0 0
9:00:00 PM 1 1 4 10 3 3 1
10:00:00 PM 0 1 2 2 1 1 0
11:00:00 PM D D 5 D 2 0 0
DAY TOTAL 49 46 173 262 110 24 5
PERCENTAGE 7.3% 6.9% 25.9% 39.2% 16.4% 3.6% 0.7%
CUMULATIVE 49 95 268 530 640 664 669
PERCENTAGE 7.3% 14.2% 40.1% 79.2% 95.7% 99.3% 100.0%
15th Percentile 19 Mean Speed Average 25
50th Percentile 25 10 MPH Pace Speed 20-29
85th Percentile 31 Number In Pace 435
95th Percentile 34 Percent in Pace 65%
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 4 0.6%
0 0 0 0 0 0 0 5 0.7%
0 0 0 0 0 0 0 19 2.8%
0 0 0 0 0 0 0 39 5.8%
0 0 0 0 0 0 0 47 7.0%
0 0 0 0 0 0 0 54 8.1%
0 0 0 0 0 0 0 58 8.7%
0 0 0 0 0 0 0 61 9.1%
0 0 0 0 0 0 0 56 8.4%
0 0 0 0 0 0 0 39 5.8%
0 0 0 0 0 0 0 51 7.6%
0 0 0 0 0 0 0 60 9.0%
0 0 0 0 0 0 0 49 7.3%
0 0 0 0 0 0 0 34 5.1%
0 0 0 0 0 0 0 32 4.8%
0 0 0 0 0 0 0 22 3.3%
0 0 0 0 0 0 0 23 3.4%
0 0 0 0 0 0 0 7 1.0%
0 0 0 0 0 0 0 7 1.0%
0 D 0 0 0 0 0 669 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
669 669 669 669 669 669 669
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

6. La Plata Drive between Via Portola and Via Larga
Combined Both Directions
Wednesday, April 17, 2024
Start11me 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0
3:00:00 AM 0 0 0 0 0 0 0
4:00:00 AM 0 0 0 0 0 0 0
5:00:00 AM 1 1 1 0 0 0 0
6:00:00 AM 0 0 1 0 0 0 0
7:00:00 AM 5 3 3 1 0 0 0
8:00:00 AM 6 5 7 2 0 0 0
9:00:00 AM 5 8 5 2 0 0 0
10:00:00 AM 8 5 11 4 0 0 0
11:00:00 AM 8 8 4 5 0 0 0
12:00:00 PM 3 9 8 3 0 0 0
1:00:00 PM 5 0 3 2 0 0 0
2:00:00 PM 1 5 1 4 0 0 0
3:00:00 PM 10 4 0 2 0 0 0
4:00:00 PM 2 3 7 2 0 0 0
5:00:00 PM 5 6 7 I 0 0 0
6:00: 00 PM 2 3 3 0 0 0 0
7:00: 00 PM 3 2 3 0 0 0 0
8:00:00 PM I 3 1 1 0 0 0
9:00:00 PM 0 I 1 0 0 0 0
10:00:00 PM 0 I 1 0 0 0 0
11 :00:00 PM 0 0 0 0 0 0 0
DAY TOTAL 65 67 67 29 0 q 0
PERCENTAGE 28.5% 29.4% 29.4% 12.7% 0.0% 0.0% 0.0%
CUMULATIVE 65 132 199 228 228 228 228
PERCENTAGE 28.5% 57.9% 87.3% 100.0% 100.0% 100.0% 100.0% 15th Percen~le 10 Mean Speed Average 18
50th Percentile 18 10 MPH Pace Speed 15-24
85th Percentile 24 Number in Pace 134
95th Percentile 27 Percent in Pace 59%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 3 1.3%
0 0 0 0 0 0 0 1 0.4%
0 0 0 0 0 0 0 12 5.3%
0 0 0 0 0 0 0 20 8.8%
0 0 0 0 0 0 0 20 8.8%
0 0 0 0 0 0 0 28 12.3%
0 0 0 0 0 0 0 25 11.0%
0 0 0 0 0 0 0 23 10.1%
0 0 0 0 0 0 0 10 4.4%
0 0 0 0 0 0 0 11 4.8%
0 0 0 0 0 0 0 16 7.0%
0 0 0 0 0 0 0 14 6.1%
0 0 0 0 0 0 0 19 8.3%
0 0 0 0 0 0 0 8 3.5%
0 0 0 0 0 0 0 8 3.5%
0 0 0 0 0 0 0 6 2.6%
0 0 0 0 0 0 0 2 0.9%
0 0 0 0 0 0 0 2 0.9%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 228 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
228 228 228 228 228 228 228
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

6. La Plata Drive between Via Portola and Via Larga
Combined Both Directions
Thursday, April 18, 2024
Start1ime 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 1 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0
3:00:00 AM 0 1 0 0 0 0 0
4:00:00 AM 0 0 0 0 0 0 0
5:00:00 AM 1 0 0 0 0 0 0
6:00:00 AM 2 1 1 0 1 0 0
7:00:00 AM 5 2 1 l 0 0 0
8:00:00 AM 6 3 4 2 0 0 0
9:00:00 AM 6 5 6 1 0 0 0
10:00:00 AM 6 2 2 3 0 0 0
11:00:00 AM 5 I 3 2 0 0 0
12:00:00 PM 3 11 3 1 0 0 0
1:00:00 PM 8 5 7 2 0 0 0
2:00:00 PM 2 4 4 2 0 0 0
3:00:00 PM 5 4 8 6 0 0 0
4:00:00 PM 1 6 4 3 0 0 0
5:00:00 PM 3 11 9 2 0 0 0
6:00:00 PM 6 4 3 3 0 0 0
7:00:00 PM 6 3 1 0 0 0 0
8:00:00 PM 1 0 2 I 0 0 0
9:00:00 PM 0 0 0 0 0 0 0
10:00:00 PM 0 I 1 0 0 0 0
11:00:00 PM 0 0 2 0 1 0 0
DAY TOTAL 66 65 61 29 2 0 0
PERCENTAGE 29.6% 29.1% 27.4% 13.0% 0.9% 0.0% 0.0%
CUMULATIVE 66 131 192 221 223 223 223
PERCENTAGE 29.6% 58.7% 86.1% 99.1% 100.0% 100.0% 100.0% 15th Percentile 10 Mean Speed Average 18
50th Percent!le 18 10 MPH Pace Speed 15-24
85th Percentile 24 Number In Pace 126
95th Percentile 27 Percent in Pace 57%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 1 0.4%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 1 0.4%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 1 0.4%
0 0 0 0 0 0 0 s 2.2%
0 0 0 0 0 0 0 9 4.0%
0 0 0 0 0 0 0 15 6.7%
0 0 0 0 0 0 0 18 8.1%
0 0 0 0 0 0 0 13 5.8%
0 0 0 0 0 0 0 11 4.9%
0 0 0 0 0 0 0 18 8.1%
0 0 0 0 0 0 0 22 9.9%
0 0 0 0 0 0 0 12 5.4%
0 0 0 0 0 0 0 23 10.3%
0 0 0 0 0 0 0 14 6.3%
0 0 0 0 0 0 0 25 11.2%
0 0 0 0 0 0 0 16 7.2%
0 0 0 0 0 0 0 10 4.5%
0 0 0 0 0 0 0 4 1.8%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 2 0.9%
0 0 0 0 0 0 0 3 1.3%
0 0 0 0 0 0 0 223 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
223 223 223 223 223 223 m
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

6. La Plata Drive between Via Portola and Via Larga
Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 15-19 I 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0
3:00:00 AM 0 1 0 0 0 0 0
4:00:00AM 0 0 0 0 0 0 0
5:00:00 AM 1 1 0 0 0 1 0
6:00:00 AM 1 1 0 0 0 0 0
7:00:00 AM 0 3 1 0 0 0 0
8:00:00 AM 2 0 2 1 0 0 0
9:00:00 AM 1 9 2 1 0 0 0
10:00:00 AM 4 5 5 2 0 0 0
11:00:00 AM 8 6 2 0 0 0 0
12:00:00 PM 4 5 11 2 0 0 0
1:00:00 PM 8 4 3 0 0 0 0
2:00:00 PM 7 5 4 0 1 0 0
3:00:00 PM 3 4 5 4 0 0 0
4:00:00 PM 5 s s 1 0 0 0
5:00:00 PM 9 s s 0 0 0 0
6:00:00 PM 3 3 4 1 0 0 0
7:00:00 PM 2 0 2 0 0 0 0
8:00:00 PM 1 3 2 I 0 0 0
9:00:00 PM 0 2 1 0 0 0 0
10:00:00 PM 0 1 0 0 0 0 0
11:00:00 PM 0 1 1 0 0 0 0
DAY TOTAL 59 64 55 13 1 1 0
PERCENTAGE 30.6% 33.2% 28.5% 6.7% 0.5% 0.5% 0.0%
CUMULATIVE 59 123 178 191 192 193 193
PERCENTAGE 30.6% 63.7% 92.2% 99.0% 99.5% 100.0% 100.0%
15th Percentile 9 Mean Speed Average 17
50th Percentile 17 10 MPH Pace Speed 15-24
85th Percentile 23 Number in Pace 119
95th Percentile 26 Percent in Pace 62%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 1 0.5%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 3 1.6%
0 0 0 0 0 0 0 2 1.0%
0 0 0 0 0 0 0 4 2.1%
0 0 0 0 0 0 0 5 2.6%
0 0 0 0 0 0 0 13 6.7%
0 0 0 0 0 0 0 16 8.3%
0 0 0 0 0 0 0 16 8.3%
0 0 0 0 0 0 0 22 11.4%
0 0 0 0 0 0 0 15 7.8%
0 0 0 0 0 0 0 17 8.8%
0 0 0 0 0 0 0 16 8.3%
0 0 0 0 0 0 0 16 8.3%
0 0 0 0 0 0 0 19 9.8%
0 0 0 0 0 0 0 11 5.7%
0 0 0 0 0 0 0 4 2.1%
0 0 0 0 0 0 0 7 3.6%
0 0 0 0 0 0 0 3 1.6%
0 0 0 0 0 0 0 1 0.5%
0 0 0 0 0 0 0 2 1.0%
0 0 0 0 0 0 0 193 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
193 193 193 193 193 193 193
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

7. Via Portola between La Plata Drive and La Vida Drive Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 J 0
3:00:00 AM 0 0 0 0 0 1 0
4:00:00 AM 0 0 1 0 0 0 0
5:00:00 AM 1 0 1 1 1 1 1
6:00:00 AM 0 0 3 4 3 5 1
7:00:00 AM 1 2 4 16 15 9 2
8:00:00 AM 3 1 9 23 18 7 1
9:00:00 AM 9 2 8 13 8 4 1
10:00:00 AM 3 3 11 12 11 6 2
11:00:00 AM 1 2 13 13 16 3 1
12:00:00 PM 5 3 16 12 14 4 1
1:00:00 PM 0 5 15 14 10 4 2
2:00:00 PM 3 2 11 18 14 6 1
3:00:00 PM 1 3 8 18 19 4 2
4:00:00 PM 2 3 6 20 10 7 1
5:00:00 PM 1 3 16 15 7 4 1
6:00:00 PM 5 2 14 14 7 7 2
7:00:00 PM 3 2 10 15 12 1 1
8:00:00 PM 0 3 3 6 5 6 0
9:00:00 PM 0 1 2 5 2 0 0
10:00:00 PM 2 3 1 2 1 1 1
11:00:00 PM 1 0 0 1 o 0 0
DAY TOTAL 41 40 152 222 173 81 21
PERCENTAGE 5.5% 5.4% 20.6% 30.0% 23.4% 11.0% 2.8%
CUMULATIVE 41 81 233 455 628 709 730
PERCENTAGE 5.5% 11.0% 31.5% 61.6% 85.0% 95.9% 98.8%
15th Percentile 20 Mean Speed Average 27
Soth Percentile 27 10 MPH Pace Speed 25-34
85th Percentile 34 Number In Pace 395
95th Percentile 39 Percent in Pace 53%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 6 0.8%
1 0 0 0 0 0 0 17 2.3%
0 1 0 0 0 0 0 so 6.8%
1 0 0 0 0 0 0 63 8.5%
0 0 0 0 0 0 0 45 6.1%
1 0 0 0 0 0 0 49 6.6%
0 0 0 0 0 0 0 49 6.6%
0 0 0 0 0 0 0 55 7.4%
0 0 0 0 0 0 0 50 6.8%
2 0 0 0 0 0 0 57 7.7%
0 0 0 0 0 0 0 55 7.4%
0 0 0 0 0 0 0 49 6.6%
0 0 0 0 0 0 0 47 6.4%
1 0 0 0 0 0 0 52 7.0%
0 0 0 0 0 0 0 44 6.0%
0 0 0 0 0 0 0 23 3.1%
1 0 0 0 0 0 o 11 1.5%
0 0 0 0 0 0 o 11 1.5%
1 0 o 0 o 0 o 3 0.4%
8 1 0 0 0 0 0 739 100.0%

1.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
738 739 739 739 739 739 739

99.9% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

7. Via Portola between La Plata Drive and La Vida Drive Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 1 0 0 1 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 1 0 0 0 0
3:00:00 AM 0 a a a a a 1
4:00:00 AM 0 0 0 0 1 1 0
5:00:00 AM 0 1 2 0 1 1 0
6:00:00 AM 0 1 5 5 6 4 0
7:00:00AM 1 0 8 18 16 5 1
8:00:00 AM 2 5 14 25 15 12 2
9:00:00 AM 4 6 12 8 17 2 2
10:00:00 AM 1 0 8 15 11 3 3
11:00:00 AM 0 3 8 9 11 3 3
12:00:00 PM 3 6 16 15 13 4 1
1:00:00 PM 2 3 15 14 15 5 1
2:00:00 PM 5 4 5 17 9 4 a
3:00:00 PM 4 2 9 20 14 8 5
4:00:00 PM 2 2 13 17 11 1 2
5:00:00 PM 3 1 8 14 14 4 0
6:00:00 PM 2 3 10 11 11 6 1
7:00:00 PM 1 4 3 9 5 2 2
8:00:00 PM 2 1 5 7 5 2 0
9:00:00 PM 2 4 5 5 1 a 0
10:00:00 PM 0 1 2 1 1 1 0
11:00:00 PM 1 0 1 2 1 1 0
OAYTOTAL 36 47 150 213 178 69 24
PERCENTAGE 4.9% 6.4% 20.5% 29.1% 24.4% 9.4% 3.3%
CTJMULATIVE 36 83 233 446 624 693 717
PERCENTAGE 4.9% 11.4% 31.9% 61.0% 85.4% 94.8% 98.1%
15th Percentile 20 Mean Speed Average 28
Soth Percentile 27 10 MPH Pace Speed 25-34
85th Percentile 34 Number In Pace 391
95th Percentile 39 Percent in Pace 53%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 0 0.0%
0 0 a a a a a 1 0.1%
a 0 0 0 a 0 a 1 0.1%
0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 5 0.7%
2 0 0 0 0 0 0 23 3.1%
0 0 0 a a a 0 49 6.7%
0 1 0 0 0 0 0 76 10.4%
0 1 a 0 a 0 0 52 7.1%
1 1 0 0 0 0 0 43 5.9%
0 0 0 0 0 0 0 37 5.1%
0 0 a 0 0 0 a 58 7.9%
a a 0 a a a 0 55 7.5%
0 0 0 a 0 0 0 44 6.0%
1 0 a 0 0 0 a 63 8.6%
2 a 1 0 0 0 a 51 7.0%
1 0 0 0 0 0 0 45 6.2%
1 1 0 0 0 0 0 46 6.3%
0 0 a 0 0 0 0 26 3.6%
0 0 0 0 0 0 0 22 3.0%
1 0 0 0 0 0 0 18 2.5%
0 0 0 0 0 0 0 6 0.8%
0 0 0 0 0 0 0 6 0.8%
9 4 1 0 0 0 0 731 100.0%

1.2% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
726 730 731 731 731 731 731

99.3% 99.9% 100.0% 100.0% 100.0% 100.0% 100.0%

7. Via Portola between La Plata Drive and La Vida Drive Combined Both Directions
Saturday, April 20, 2024
Start11me 5-14 15-19 20-24 25-29 I 30-34 35-39 40-44
12:00:00 AM o o o o o o o
1:00:00 AM o o o o o o o
2:00:00 AM o o o I o o o
3:00:00 AM o o o o o 1 o
4:00:00 AM o o o o o o o
5:00:00 AM 0 1 o 2 0 o 0
6:00:00 AM 1 0 I I 0 1 0
7:00:00AM 1 I 3 I 5 I 1
8:00:00 AM I 2 7 16 5 2 o
9:00:00 AM o 0 7 16 6 4 1
10:00:00 AM 0 2 15 9 11 6 2
11:00:00 AM 2 3 4 a 15 2 I
12:00:00 PM 2 7 8 25 16 7 I
1:00:00 PM 2 5 9 13 10 6 I
2:00:00 PM 3 3 11 12 7 3 1
3:00:00 PM 2 2 6 15 12 5 2
4:00:00 PM I 3 3 21 14 6 o
5:00:00 PM 2 5 8 9 10 4 1
6:00:00 PM 3 4 2 3 4 5 1
7:00:00 PM o 3 a 6 6 o o
8:00:00 PM 1 2 5 7 2 2 o
9:00:00 PM 1 1 3 4 6 4 I
10:00:00 PM 0 2 o 0 0 1 o
11:00:00 PM 1 0 0 3 0 3 o
DAYTOTAL 23 46 100 172 129 63 13
PERCENTAGE 4.2% 8.3% 18.1% 31.1% 23.3% 11.4% 2.4%
CUMULATIVE 23 69 169 341 470 533 546
PERCENTAGE 4.2% 12.5% 30.6% 61.7% 85.0% 96.4% 98.7%
15th Percentile 20 Mean Speed Average 27
Soth Percentfle 27 10 MPH Pace Speed 25-34
85th Percentile 34 Number in Pace 301
95th Percentile 38 Percent in Pace 54%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES o o o o o o o o 0.0%
o o o o o o o o 0.0%
o o o o o o o 1 0.2%
o o o o o o o 1 0.2%
0 o 0 o o 0 0 0 0.0%
o 0 0 o 0 0 o 3 0.5%
I 0 o o o 0 o 5 0.9%
o 0 o 0 0 o 0 13 2.4%
o 0 o 0 o o 0 33 6.0%
1 o o o o o o 35 6.3%
1 0 0 o 0 o o 46 8.3%
1 1 0 0 0 0 0 37 6.7%
o o 0 o 0 o o 66 11.9%
o I o 0 o o o 47 8.5%
o o o o o 0 o 40 7.2%
o 0 o 0 0 o o 44 8.0%
o o o 0 0 o 0 48 8.7%
o 0 0 0 0 0 0 39 7.1%
o 0 0 0 0 0 o 22 4.0%
o o o o o o o 23 4.2%
o o o o o 0 o 19 3.4%
1 0 o o 0 0 o 21 3.8%
o 0 o 0 o o o 3 0.5%
o 0 o o o 0 o 7 1.3%
5 2 o o o 0 o 553 100.0%

0.9% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
551 553 553 553 553 553 553

99.6% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

8. Via Portola between La Vida Drive and Via De Anza
Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 D 0
2:00:00 AM 0 0 0 0 1 0 D
3:00:00 AM 0 0 D 1 1 0 D
4:00:00 AM 0 0 D 1 0 0 0
5:00:00 AM 0 0 2 2 2 2 0
6:00:00 AM 0 0 4 4 6 2 1
7:00:00 AM 1 0 6 19 13 7 2
8:00:00 AM 0 4 11 27 14 5 4
9:00:00 AM 4 2 16 13 7 3 0
10:00:00 AM 0 4 JO 24 17 4 D
11:00:00 AM D I 8 30 10 2 D
12:00:00 PM I 2 13 24 13 2 D
1:00:00 PM 0 5 21 19 6 7 0
2:00:00 PM I 6 12 22 14 2 I
3:00:00 PM 2 3 18 26 19 2 0
4:00:00 PM 0 1 12 26 16 3 D
5:00:00 PM 1 3 20 15 14 I D
6:00:00 PM 1 3 18 14 14 5 1
7:00:00 PM 1 1 10 17 10 1 1
8:00:00 PM 0 3 6 8 7 2 1
9:00:00 PM 0 0 2 7 3 1 0
10:00:00 PM 0 1 1 1 2 3 0
11:00:00 PM 0 0 0 1 0 1 0
DAY TOTAL 12 39 190 301 189 55 11
PERCENTAGE 1.5% 4.9% 23.7% 37.5% 23.5% 6.8% 1.4%
CUMULATIVE 12 51 241 542 731 786 797
PERCENTAGE 1.5% 6.4% 30.0% 67.5% 91.0% 97.9% 99.3%
15th Percentile 21 Mean Speed Average 27
Soth Percentile 27 10 MPH Pace Speed 20-29
85th Percentile 33 Number in Pace 491
95th Percentile 37 Percent in Pace 61%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 D D D D 0.0%
0 0 0 0 0 D 0 D 0.0%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 2 0.2%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 8 1.0%
0 0 D 0 0 0 0 17 2.1%
0 1 I 0 0 0 0 so 6.2%
1 0 0 0 0 0 0 66 8.2%
0 0 0 0 0 0 0 45 5.6%
0 0 D D 0 D 0 59 7.3%
1 D D D 0 D 0 52 6.5%
0 0 D D 0 D 0 55 6.8%
0 0 0 0 D 0 0 58 7.2%
0 0 D 0 0 0 0 58 7.2%
0 0 0 0 0 0 0 70 8.7%
0 0 0 0 0 0 0 58 7.2%
0 0 0 0 0 0 0 54 6.7%
0 0 0 0 D 0 D 56 7.0%
1 0 1 0 0 0 0 43 5.4%
0 0 0 0 0 0 0 27 3.4%
0 0 0 0 0 0 0 13 1.6%
0 0 0 0 0 0 0 8 1.0%
0 0 0 0 0 0 0 2 0.2%
3 1 2 0 0 0 0 803 100.0%

0.4% 0.1% 0.2% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
800 801 803 803 803 803 803

99.6% 99.8% 100.0% 100.0% 100.0% 100.0% 100.0%
8, Via Portola between La Vida Drive and Via De Anza
Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 I 0 0 0 0 D
1:00:00 AM 0 D 0 0 0 D 0
2:00:00 AM 0 D 0 I 0 0 0
3:00:00AM 0 0 0 0 0 I 0
4:00:00 AM 0 0 0 2 I 0 0
5:00:00 AM 0 0 0 3 1 0 0
6:00:00 AM D 0 5 5 12 3 0
7:00:00 AM 0 D 9 22 16 5 0
8:00:00 AM 0 7 17 20 23 11 1
9:00:00 AM 1 3 10 18 9 4 1
10:00:00 AM 1 4 8 17 13 4 2
11:00:00 AM 0 3 8 15 12 3 1
12:00:00 PM 1 6 9 22 16 4 0
1:00:00 PM 2 3 14 15 13 6 3
2:00:00 PM 1 2 6 17 13 I 2
3:00:00 PM 3 2 8 22 20 9 1
4:00:00 PM 0 3 9 25 9 3 1
5:00:00 PM 1 2 7 11 24 4 1
6:00:00 PM 1 1 6 15 15 2 3
7:00:00 PM 0 2 6 8 5 6 0
8:00:00 PM 0 0 6 g 9 1 0
9:00:00 PM 0 3 3 7 4 2 0
10:00:00 PM 0 0 3 0 3 1 D
11:00:00 PM 0 1 1 0 4 0 0
DAY TOTAL 11 43 135 254 222 70 16
PERCENTAGE 1.5% 5.7% 17.9% 33.6% 29.4% 9.3% 2.1%
CUMULATIVE 11 54 189 443 665 735 751
PERCENTAGE 1.5% 7.1% 25.0% 58.6% 88.0% 97.2% 99.3%
15th PercenWe 21 Mean Speed Average 28
50th Percentile 28 10 MPH Pace Speed 25-34
85th Percentile 33 Number in Pace 476
95th Percentile 38 Percent in Pace 63%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 D 0 0 0 1 0.1%
0 0 0 0 0 0 0 0 0.0%
0 0 0 D 0 D 0 1 0.1%
0 0 0 0 0 0 0 1 0.1%
0 0 0 0 0 0 0 3 0.4%
0 0 0 D 0 0 0 4 0.5%
0 0 0 0 0 0 0 25 3.3%
2 0 0 0 0 0 0 54 7.1%
0 0 0 0 0 D 0 79 10.4%
0 0 0 0 0 0 0 46 6.1%
0 0 0 0 0 0 0 49 6.5%
0 0 0 0 0 0 0 42 5.6%
0 0 0 0 0 0 0 58 7.7%
0 0 0 0 0 0 0 56 7.4%
0 0 0 0 0 0 0 42 5.6%
1 0 0 0 0 0 0 66 8.7%
I 0 0 0 0 0 0 51 6.7%
0 0 D 0 0 0 0 50 6.6%
0 0 0 0 0 0 0 43 5.7%
1 0 0 0 0 0 0 28 3.7%
0 0 0 0 0 0 0 25 3.3%
0 0 0 0 0 0 0 19 2.5%
0 0 0 0 0 0 0 7 0.9%
0 0 0 0 0 0 0 6 0.8%
5 0 0 0 0 0 0 756 100.0%

0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
756 756 756 756 756 756 756
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

8. Via Portola between La Vida Drive and Via De Anza
Combined Both Directions
Saturday, April 20, 2024
Start nme 5-14 15-19 20-24 I 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 1 0 0
3:00:00 AM 0 0 0 1 1 0 0
4:00:00 AM 0 0 0 0 0 0 0
5:00:00 AM 0 0 0 1 1 0 0
6:00:00 AM 0 0 0 3 2 1 0
7:00:00 AM 0 0 4 9 2 1 1
8:00:00 AM 1 3 10 14 10 1 1
9:00:00 AM 0 1 12 12 15 2 1
10:00:00 AM 1 1 15 17 14 4 0
11:00:00 AM 2 2 6 12 13 6 2
12:00:00 PM 2 1 13 23 15 6 0
1:00:00 PM 1 4 10 23 11 2 3
2:00:00 PM 4 3 12 20 9 3 0
3:00:00 PM 2 2 12 21 9 4 0
4:00:00 PM 1 l 13 28 11 3 0
5:00:00 PM 1 8 9 13 9 5 1
6:00:00 PM 0 4 7 9 6 1 1
7:00:00 PM 0 3 8 14 3 0 0
8:00:00 PM 1 1 5 5 3 3 0
9:00:00 PM 0 1 2 8 4 5 1
10:00:00 PM 0 0 1 3 l 0 0
11:00:00 PM 1 0 0 3 2 2 0
DAY TOTAL 17 35 139 239 142 49 11
PERCENTAGE 2.7% 5.5% 21.9% 37.6% 22.3% 7.7% 1.7%
CUMULATIVE 17 52 191 430 572 621 632
PERCENTAGE 2.7% 8.2% 30.0% 67.6% 89.9% 97.6% 99.4%
15th Percentile 21 Mean Speed Average 27
50th Percentile 27 10 MPH Pace Speed 25-34
85th Percentile 33 Number in Pace 381
95th Percentile 37 Percent In Pace 60%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 I 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 1 0.2%
0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 6 0.9%
0 0 0 0 0 0 0 17 2.7%
0 0 0 0 0 0 0 40 6.3%
0 0 0 0 0 0 0 43 6.8%
0 0 0 0 0 0 0 52 8.2%
1 0 0 0 0 0 0 44 6.9%
0 l 0 0 0 0 0 61 9.6%
0 0 0 0 0 0 0 54 8.5%
0 0 0 0 0 0 0 51 8.0%
0 0 0 0 0 0 0 so 7.9%
0 0 0 0 0 0 0 57 9.0%
1 0 0 0 0 0 0 47 7.4%
0 0 0 0 0 0 0 28 4.4%
0 0 0 0 0 0 o I 28 4.4%
0 0 0 0 0 0 0 18 2.8%
0 1 0 0 0 0 0 22 3.5%
0 0 0 0 0 0 o I 5 0.8%
0 0 0 0 0 0 0 8 1.3%
2 2 0 0 0 0 0 636 100.0%

0.3% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
634 636 636 636 636 636 636

99.7% 100.0% 100.0% 100.0% 100.0% 100.0%1 100.0%

9. La Vida between Rue De Gauguin and Via Portola
Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0
3:00:00 AM 0 a a 0 0 a 0
4:00:00 AM 0 0 a a a a 0
5:00:00 AM 1 2 0 0 1 0 0
6:00:00 AM 0 0 1 1 0 0 0
7:00:00 AM 0 2 1 0 0 0 0
8:00:00 AM 1 3 7 4 2 1 1
9:00:00 AM 1 1 2 3 0 0 1
10:00:00 AM 1 1 2 2 0 1 0
11:00:00 AM 0 4 5 1 0 0 0
12:00:00 PM 1 4 3 1 a 0 0
1:00:00 PM 1 1 3 2 0 1 a
2:00:00 PM 1 3 1 1 0 0 0
3:00:00 PM 2 2 5 1 0 0 0
4:00:00 PM 0 2 10 3 1 0 0
5:00:00 PM 0 1 2 3 0 1 0
6:00:00 PM 4 3 7 1 1 0 0
7:00:00 PM 2 I I 0 a 1 0
8:00:00 PM 0 2 2 1 0 0 0
9:00:00 PM 0 0 0 1 0 0 a
10:00:00 PM 0 0 0 0 0 0 0
11:00:00 PM 1 1 0 0 0 0 0
DAY TOTAL 16 33 52 25 5 5 2
PERCENTAGE 11.5% 23.7% 37.4% 18.0% 3.6% 3.6% 1.4%
CUMULATIVE 16 49 101 126 131 136 138
PERCENTAGE 11.5% 35.3% 72.7% 90.6% 94.2% 97.8% 99.3%
15th Percentile 15 Mean Speed Average 22
Soth Percentile 21 10 MPH Pace Speed 15-24
85th Percentile 27 Number in Pace 85
95th Percentile 35 Percent in Pace 61%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 a 0 0 a 0 a 0 0.0%
a a a a a a a a 0.0%
a 0 a 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 4 2.9%
0 0 0 0 0 0 a 2 1.4%
0 0 0 0 0 0 a 3 2.2%
0 0 0 0 0 0 0 19 13.7%
0 0 0 0 0 0 0 8 5.8%
0 0 0 0 0 0 0 7 5.0%
0 0 0 0 0 0 0 10 7.2%
0 0 0 0 0 0 0 9 6.5%
0 0 a 0 0 0 0 8 5.8%
0 0 0 0 0 0 0 6 4.3%
0 0 0 0 0 0 0 10 7.2%
1 0 0 0 0 0 0 17 12.2%
0 0 0 0 0 0 0 7 5.0%
0 0 0 0 0 0 0 16 11.5%
0 a 0 0 0 0 0 5 3.6%
0 0 0 0 0 0 0 5 3.6%
0 0 0 0 0 0 0 1 0.7%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 2 1.4%
1 0 0 0 0 0 0 139 100.0%

0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
139 139 139 139 139 139 139
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

9. La Vida between Rue De Gauguin and Via Portola
Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 0 0 0
3:00:00 AM 0 0 0 0 0 0 0
4:00:00 AM 0 0 0 0 0 0 0
5:00:00 AM 0 0 4 0 0 0 0
6:00:00 AM 0 4 2 2 0 0 0
7:00:00 AM 0 2 2 2 2 0 0
8:00:00 AM 0 10 14 0 0 0 0
9:00:00 AM 4 6 0 0 2 0 0
10:00:00 AM 2 0 4 0 0 0 0
11:00:00 AM 2 2 12 2 □ □ □
12:00:00 PM 2 2 4 2 0 0 0
1:00:00 PM 0 8 8 4 0 □ □
2:00:00 PM 2 2 2 0 0 0 0
3:00:00 PM 0 2 0 0 0 0 0
4:00:00 PM 0 4 4 2 0 0 0
5:00:00 PM 2 0 6 2 0 0 0
6:00:00 PM 2 0 8 2 0 0 0
7:00:00 PM 2 2 4 2 0 0 0
8:00:00 PM 0 0 2 2 0 0 0
9:00:00 PM 0 4 2 0 0 0 0
10:00:00 PM 2 0 2 0 0 0 0
11:00:00 PM 0 0 0 0 0 0 0
DAY TOTAL 20 48 80 22 4 d 0
PERCENTAGE 11.5% 27.6% 46.0% 12.6% 2.3% 0.0% 0.0%
CUMULATIVE 20 68 148 170 174 174 174
PERCENTAGE 11.5% 39.1% 85.1% 97.7% 100.0% 100.0% 100.0% 15th Percentile 15 Mean Speed Average 20
50th Percentile 20 10 MPH Pace Speed 15-24
85th Percentile 24 Number in Pace 128
95th Percentile 28 Percent in Pace 74%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 4 2.3%
0 0 0 0 0 0 0 8 4.6%
0 0 0 0 0 0 0 8 4.6%
0 0 0 0 0 0 0 24 13.8%
0 0 0 0 0 0 0 12 6.9%
0 0 0 0 0 0 0 6 3.4%
0 0 0 0 0 0 0 18 10.3%
□ 0 0 0 0 □ 0 10 5.7%
0 0 0 0 0 0 0 20 11.5%
0 0 0 0 0 0 0 6 3.4%
0 0 0 0 0 0 0 2 1.1%
0 0 0 0 0 0 0 10 5.7%
0 0 0 0 0 0 0 10 5.7%
0 0 0 0 0 0 0 12 6.9%
0 0 0 0 0 0 0 10 5.7%
0 0 0 0 0 0 0 4 2.3%
0 0 0 0 0 0 0 6 3.4%
0 0 0 0 0 0 0 4 2.3%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 174 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
174 174 174 174 174 174 174
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

9. La Vida between Rue De Gauguin and Via Portola
Combined Both Directions
Saturday, April 20, 2024
StartTime 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM D D 0 0 D 0 0
3:00:00 AM 0 0 0 0 0 0 0
4:00:00 AM 0 0 0 0 0 0 0
5:00:00 AM 0 I 1 0 0 0 0
6:00:00 AM 0 2 I 0 1 0 0
7:00:00 AM I 1 0 0 0 0 0
8:00:00 AM 0 4 8 0 0 0 0
9:00:00 AM I 2 I 1 0 0 0
10:00:00 AM 0 2 2 2 2 0 0
11:00:00 AM I 4 4 1 0 0 I
12:00:00 PM 2 2 3 4 0 0 0
1:00:00 PM 3 2 6 1 1 0 0
2:00: 00 PM I 2 2 6 0 0 0
3:00:00 PM 0 4 2 2 0 0 0
4:00:00 PM 3 I 8 2 0 0 0
5:00:00 PM 0 3 3 1 1 0 0
6:00:00 PM 1 2 2 I 0 0 0
7:00:00 PM I 3 2 0 0 0 0
8:00:00 PM 0 1 1 0 0 0 0
9:00:00 PM 1 0 1 1 1 0 0
10:00:00 PM 1 0 I 1 0 0 0
11:00:00 PM 0 0 1 0 0 0 0
DAY TOTAL 16 36 49 23 6 0 1
PERCENTAGE 12.2% 27.5% 37.4% 17.6% 4.6% 0.0% 0.8%
CUMULATIVE 16 52 101 124 130 130 131
PERCENTAGE 12.2% 39.7% 77.1% 94.7% 99.2% 99.2% 100.0%
15th Percentile 15 Mean Speed Average 21
50th Percentile 20 10 MPH Pace Speed 15-24
85th Percentile 26 Number in Pace 85
95th Percentile 29 Percent in Pace 65%
Project# SC4508
PREPARED BY: AimTI> 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 70-74 I 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 D D D 0 0.0%
0 0 0 D D D 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 2 1.5%
0 0 0 0 0 0 0 4 3.1%
0 0 0 0 0 0 0 2 1.5%
0 0 0 0 0 0 0 12 9.2%
0 0 0 0 0 0 0 5 3.8%
0 0 0 0 0 0 0 8 6.1%
0 0 0 0 0 0 0 11 8.4%
0 0 0 0 0 0 0 11 8.4%
0 0 0 0 0 0 0 13 9.9%
0 0 0 0 0 0 0 11 8.4%
0 0 0 0 0 0 0 8 6.1%
0 0 0 0 0 0 0 14 10.7%
0 0 0 0 0 0 0 8 6.1%
0 0 0 0 0 0 0 6 4.6%
0 0 0 0 0 0 0 6 4.6%
0 0 0 0 0 0 0 2 1.5%
0 0 0 0 0 0 0 4 3.1%
0 0 0 0 0 0 0 3 2.3%
0 0 0 0 0 0 0 1 0.8%
0 0 0 0 0 0 0 131 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
131 131 131 131 131 131 131
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%

10. Via De Anza_Via Bajo Cerro and Los Osos Dr
Combined Both Directions
Wednesday, April 17, 2024
Start Time I 5-14 15-19 I 20-24 25-29 i 30-34 l 35-39
12:00:00 AM 0 0 0 0
~ I 0
1:00:00 AM O J 0 0 0 0
2:00:00 AM 0 0 0 0 0 0
3:00:00 AM o I 0 0 0 0 0
4:00:00 AM I 0 0 1 0 1 0
5:00:00 AM 0 1 0 1 1 0 0
6:00:00 AM 1 3 8 1 1 0
7:00:00 AM 0 4 11 16 5 1
8:00:00 AM 0 7 13 12 9 3
9:00:00 AM o , 0 12 7 7 1
10:00:00 AM 0 3 14 11 8 0
11:00:00 AM 2 4 14 7 5 1
12:00:00 PM 4 10 20 10 3 0
1:00:00 PM 2 5 11 16 , 6 4
2:00:00 PM 1 6 25 13 6 0
3:00:00 PM
~ I 13 25 22 1 1 1
4:00:00 PM 7 18 13 2 0 --
5:00:00 PM 4 9 20 18 4 0
6:00:00 PM 2 6 18 12 6 0
7:00:00 PM 0 0 14
1: I 1 0
8:00:00 PM 2 3 17 0 0
9:00:00 PM 0 1 8 2 1 0
10:00:00 PM I 0 1 3 1 1 1
11:00:00 PM 0 0 1 0 2 0
DAY TOTAL 21 83 253 178 69 12
PERCENTAGE 3.4% 13.5% 41.1% 28.9% 11.2%1 1.9%
CUMULATIVE 21 I 104 357 535 1
986:.I
616
PERCENTAGE 3.4% 16.9% 58.0% 86.9% 100.0%
15th Peicentile 18 Mean Speed Average
50th Percentile 23 10 MPH Pace Speed
85th Percentile 29 Number in Pace
95th Percentile 33 Percent in Pace
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 1 0 ' 0 0 0 0 0 0 0 0.0%
0 0 ! 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 0 a I 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 0 2 0.3%
0 I o I 0 0 D I 0 0 14 2.3% -- 0 0 0 0 0 0 0 0 37 6.0%
0 0
~ I 0 0
~ I 0 0 44 7.1%
0 0 0 0 0 0 27 4.4%
0 0 0 0 0 0 a I 0 36 5.8%
0 ~ I ~I 0 0
~ I 0 0 33 5.4%
0 0 0 o l 0 47 7.6%
0 0 Q I 0 0 0 a I 0 44 7.1%
0 0 o I 0 0 0 0 0 51 8.3%
0 ~
, 0 0 0 0 o I 0 64 10.4%
0 0 0 0 0 0 0 41 6.7%
o l 0 0 1 0 0 0 a I 0 55 8.9%
0 j 0 o l 0 0 0 a I 0 44 7.1%
o I a I ~ I 0 0 0
~ I 0 26 4.2%
Q I 0 I 0 0 0 0 27 4.4%
o I 0 o I 0 0 0 a I 0 12 1.9%
0 0 o I 0 Q I 0 a I 0 7 1.1%
o I 0 o I 0 0 0 0 0 3 0.5%
! 0 DI 0 0 0 Oj 0 616 100.0%

0.0% 0.0% 0.0%1 0.0% 0.0%1 0.0% 0.0%1 0.0% 100.0% 100.0% 616 616 1 616 616 616 616 1 616 616
100.0%, 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 24 20-29
431
70%

10. Via De Anza_Via Bajo Cerro and Los Osos Dr
Combined Both Directions
Thursday, April 18, 2024
Start Time I 5-14 I 15-19 I 20-24 25-29 30-34 I 35-39
12:00:00 AM 0 1 0 0 0
~ I 0
1:00:00 AM 0 0 0 0 0
2:00:00 AM I o l 0 I I I 0 0
3:00:00 AM 0 o I 0 0 0 0
4:00:00 AM 0
~ I 0 1 0 0
5:00:00 AM 0 0 2 1 0
6:00:00 AM I 1 I 9 10 0 1
7:00:00 AM I 0 4 11 16 5 0
8:00:00 AM 1 4 1 17 21 8 1
9:00:00 AM 0 5 I 10 13 4 3
10:00:00 AM 3 6 I 12 8 7 0
11:00:00 AM 0 4 1 11 6 6 1
12:00:00 PM 1 I 3 I 16 6 6 0
1:00:00 PM I 4 1 10 I 15 9 2 I
2:00:00 PM 0 2 I 14 6 2 2
3:00:00 PM 2 9 I 23 21 9 1
4:00:00 PM 1 5 14 9 0 0
5:00:00 PM i 0 3 1 13 18 I 8 1
6:00:00 PM 1 4 19 16 5 1
7:00:00 PM 2 7 I 12 4 3 0
8:00:00 PM 2 2 3 6 4 0
9:00:00 PM 0 1 ' 5 5 1 0
10:00:00 PM 0 o' 2 1 1 0
11:00:00 PM I 0 2 I 2 0 4 1 0
DAY TOTAL I 18 731 209 179 76] 12
PERCENTAGE 3.2%1 12.9%1 36.8% 31.5% 13.4%1 2.1%
CUMULATIVE 18 I 91 I 300 479 555 1 567
PERCENTAGE 3.2% 16.0% 52.8% 84.3% 97.7% 99.8%
15th Percentile 19 Mean Speed Average
50th Percentile 24 10 MPH Pace Speed
85th Percentile 29 Number in Pace
95th Percentile 33 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 I 45-49 I 50-54 55-59 60-64 65-69 I 70-74 75+ TOTAL %VEHICLES 0 ~ I 0 0 0 0
~ I 0 0 0.0%
0 0 0 0 0 0 0 0.0%
0 0 1 o I 0 0 0 0 0 2 0.4%
0 0 0 0 0 0 0 0 0 0.0%
0 0
~ I 0 0 0 0 0 1 0.2%
0 1 0 1 0 0 0 0 0 4 0.7%
o ' 0 0 0 0 0 0 0 22 3.9%
0 0 0 0 0 0 0 0 36 6.3%
o ' o I 0 0 o I 0 0 0 52 9.2%
0 o I 0 0 o I 0 0 0 35 6.2%
0 0 0 0 ~ 0 0 0 36 6.3%
0 0 0 0 0 0 0 0 28 4.9%
0 0 0 0 0 ._ 0 o I 0 32 5.6%
0 0 0 0 0 0 0 0 41 7.2%
0 0 0 0 0 0 0 0 26 4.6%
0 0 0 0 o l 0 0 0 65 11.4%
0 0 0 0 0 o I 0 0 29 5.1%
0 Q I 0 0 0 o I 0 0 43 7.6%
0 0 0 0 0 0 0 0 46 8.1%
1 I
~ I 0 0 0 0 0 0 29 5.1%
0 0 0 0 0 0 0 17 3.0%
0 0 0 0 0 0 0 0 12 2.1%
0 0 I 0 0 0 0 0 0 4 0.7%
0 0 0 0 0 0 0 0 8 1.4%
1 ol 01 0 0 0 o, 0 568 100.0%

0.2% 1 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0% 568 1 568 1 568 56B 568 1 56B I 568 568
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0•1.! 100.0% 24 20-29
388
68%

10. Via De Anza_Via Bajo Cerro and Los Osos Dr
Combined Both Directions
Saturday, April 20, 2024
Startnme 5-14 I 15-19 20-24 25-29 I 30-34 35-39
12:00:00 AM 0 1 a 2 1 a 1
1:00:00 AM a a 1 a 0 1 a
2:00:00 AM a a a a a l a
3:00:00 AM I a I a 1 a a a
4:00:00 AM
I ~ I
a a 1 a a
5:00:00 AM 1 0 0 a 0
6:00:00 AM o, 1 3 3 a 0
7:00:00 AM a a 10 5 4 a
8:00:00 AM 4 ! I 11 12 3 0
9:00:00 AM I 1 10 11 1 a 10:00:00 AM 6 6 16 14 1 0
11:00:00 AM 3
: 1
6 14 5 1
12:00:00 PM 4 13 11 3 0
1:00:00 PM 3 7 1 15 10 1 a
2:00:aO PM I 2 . 7 24 13 6 a
3:aa:aa PM 2 7 1 23 11 2 a
4:00:00 PM I 4 1 4 1 17 12 7 0
5:00:00 PM I 3 6 12 15 8 1
6:00:00 PM 2 4 14 10 2 1
7:00:00 PM ' 1 2 14 10 a 1
8:00:00 PM I a , 2 1 6 2 a
9:00:00 PM a I 3 4 4 2 a
10:00:00 PM I 1 D 4 1 4 0
11:00:00 PM I 0 1 2 4 2 1
DAY TOTAL 36 75 203 168 53 1 6
PERCENTAGE I 6.6% 13.7% 37.2% 30.8% 9.7%1 1.1%
CUMULATIVE I 36 1 111 314 482 ' 535 1 541
PERCENTAGE I 6.6% 20.3% 57.5% 88.3% 98.0% 99.1%
15th Percentile 17 Mean Speed Average
5oth Percentile 23 10 MPH Pace Speed
85th Percentile 28 Number in Pace
95th Percentile 32 Percent In Pace
Project# 5(4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 I 50-54 55-59 60-64 65-69 10-14 I 75+ TOTAL %VEHICLES a O J a a a
~ I
a a 4 0.7%
a 0 1 a a a a a 1 0.2%
a , a a a a a I a a a 0.0%
a a a a a a I a a 1 0.2%
~I o I 0 0 a a I a I 0 1 0.2%
0 0 0 0 a I 0 0 1 0.2%
0 a 0 a 0 0 0 0 7 1.3%
0 a 0 a a 0 a 0 19 3.5%
0 a 0 0 0 o I a 0 32 5.9%
0 a 0 0 0 0 a 0 27 4.9%
0 a a a a 0 I 0 0 43 7.9%
0 a o I a a 0 0 0 38 7.0%
1 a 0 0 0 0 0 0 41 7.5%
1 a a a a a l a a 37 6.8%
a a a a 1 ' a a a 53 9.7%
o ' 0 0 0 0 0 1 0 a 45 8.2%
o I a 0 0 O I a a a 44 8.1%
a 0 a a a a l a a 45 8.2%
0 1 a 0 0 0 0 0 a 33 6.0%
1 ' 1 a l 0 a 0 a a 30 5.5%
0 ' a 0 0 a 0 a 0 11 2.0%
0 0 1 0 1 0 a 0 a 0 13 2.4%
0 I 0 0 a 0 0 a a 10 1.8%
a a 0 a a · a a 0 10 1.8%
3 1 0 0 1 01 QI 0 546 100.0%

0.5% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 100.0% 100.0%
99~.I
545 545 1 545 546 546 546 1 546

99.8% 99.8% 99.8% 100.0% 100.0%1 100.0% 100.0%
23 25-34
371
68%

11. Via De Anza_Los Osos Dr and Palo Dr
Combined Both Directions
Wednesday, April 17, 2024
StartTlme 5-14 I 15-19 20-24 25-29 30-34
12:00:00 AM 0 1 0 0 0 0
1:00:00 AM o , 0 0 0 0
2:00:00 AM 0 0 0 1 0 0
3:00:00 AM 0 1 1 0 D
4:00:00 AM 0 0 0 1 2
5:00:00 AM 0 1 0 1 1
6:00:00 AM 1 3 9 10 1
7:00:00 AM 3 4 13 22 6
8:00:00 AM 2 5 28 31 4
9:00:00 AM 0 7 24 19 6 --
10:00:00 AM 1 8 23 I 21 6
11:00:00 AM 0 10 18 19 6
12:00:00 PM 1 17 28 1 20 1 I 1:00:00 PM D 9 28 19 s I 2:00:00 PM 2 18 I 29 20 2 3:00:00 PM 2 9 35 28
4:00:00 PM 0 7 22 20 !I 5:00:00 PM 2 14 I 46 16 2
6:00:00 PM 2 16 33 18 3
7:00:00 PM 1 8 21 14 3
8:00:00 PM 0 13 14 6 0
9:00:00 PM 1 5 9 1 2 1
10:00:00 PM 0 2 8 4 0
11:00:00 PM 0 1 2 I 1 1
DAY TOTAL 18 1581 391, 292 56j
PERCENTAGE 2.0% 17.2% 42.5%1 31.8% 6.1%
CUMULATIVE 18 1 176 567 1 859 915 1
PERCENTAGE 2.0% 19.2% 61.7% 93.5% 99.6%
15th Percentile 18 Mean Speed Average
50th Percentile 23 10 MPH Pace Speed
85th Percentile 28 Number in Pace
95th Percentile 30 Percent in Pace
35-39 I
~I
0 0 1
a l
0 1
0 1 j
o '
0 1
1 0
1 D
0 0
D
0 0
0 0
0 0
4 0.4%
919 1
100.0%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 I 50-54 55-59 60-64 65-69 10-14 I 75+ TOTAL %VEHICLES 0 ~I ~ I 0 0 0
~ I 0 0 1 0.0%
0 0 0 0 o I 0 0.0%
0 0 D 0 0 0 D 0 0 0.0%
0 0 0 0 0 D 0 0 2 ' 0.2%
0 o' o I 0 0 0 0 0 3 0.3%
0 0 0 0 0 0 0 0 3 0.3%
0 0 0 0 0 0 0 0 I 24 2.6%
0 0 0 0 0 0 0 0 49 5.3%
0 0 0 0 0 0 0 0 70 7.6%
0 0 0 0 0 0 0 0 56 6.1%
0 0 0 0 0 0 0 0 60 6.5% ---
~ I 0 0 0 0 0 0
~ I 54 5.9% 0 0 0 0 0 0 67 7.3%
D 0 0 0 0 0 0 I * 62 6.7%
D 0 D D D D 0 71 7.7%
0 0 0 D 0 0 0 D 76 8.3%
0 0 0 0 j 0 0 0 0 1 53 5.8%
0 0 0 0 0 0 0 I 0 80 8.7%
0 0 0 0 0 0 0 0 1 72 7.8%
0 0 0 0 0 0 0 0 47 5.1%
0 0 0 0 0 0 0 o I 33 3.6% - 0 0 0 o l 0 0 0 0 18 I 2.0% 0 0 0 0 0 0 0 D 14 1.5%
0 0 o I o I 0 0 I o I 0 S I 0.5%
0 Of 01 Of 0 0\ 0 al 919 100.0%

0.0% 0.0% 0.0% 0.0%1 0.0% 0.0%1 0.0% 0.0%1 100.0% 100.0°/i 919 919 I 919 1 919 919 919 919 919
100.0% 100.0%, 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 23 20-29
683
74%

11. Via De Anza_Los Osos Dr and Palo Dr
Combined Both Directions
Thursday, April 18, 2024
Startnme 5-14 I 15-19 I 20-24 25-29 30-34
12:00:00 AM 0 2 0 0
1:00:00 AM 0 0 1 I ~ I 2:00:00 AM 0 0 0 1 2 0
3:00:00 AM 0 0 0 0 0
4:00:00 AM 0 1
~I 0 1
5:00:00 AM 0 1 0 2 2
6:00:00 AM 0 6 10 11 2
7:00:00 AM 2 11 20 14 5
8:00:00 AM 3 14 28 32 4
9:00:00 AM 3 9 23 20 7
10:00:00 AM 2 12 21 15 2
11:00:00 AM 4 1 26 16 1 I 12:00:00 PM 5 9 26 16 3
1:00:00 PM 3 I 15 I 23 5 9
2:00:00 PM 2 6 26 15 4 1
3:00:00 PM 3 18 I 41 27 5
4:00:00 PM 4 14 30 11 4
5:00:00 PM 2 18 29 20 2
6:00:00 PM 7 9 24 21 3
7:00:00 PM
:1 9 25 10 1
8:00:00 PM 5 24 8 1
9:00:00 PM 0 a l 9 7 1
10:00:00 PM 0 3 5 3 0
11:00:00 PM o 1 2 I 3 6 0
DAY TOTAL 45 1721 398 262 571
PERCENTAGE 4.8% 18.3% 42.3% 27.8% 6.1%1
CUMULATIVE 45 1 211 I 615 1 877 934
PERCENTAGE 4.8% 23.1%1 65.4% 93.2% 99.3%
15th Percentile 17 Mean Speed Average
50th Percentile 22 10 MPH Pace Speed
85th Percentile 28 Number in Pace
95th Percentile 30 Percent in Pace
35-39
0 0
0 0
0 0
1 0
0 0 I
1 0
0 1
0 1
0 1
0 0
1 0
0 0
6 0.6%
940

99.9%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 50-54 I 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 2 0.2%
0 0 0 ' 0 I 0 0 0 0 2 0.2%
0 0 0 o I 0 0 0 0 2 1 0.2%
0 0 0 0 0 0 0 0 0 0.0%
0 0
~I 0 0 0 0 0 4 0.4%
0 0 0 0 0 0 0 6 0.6%
0 0 0 o I 0 0 0 0 30 3.2%
0 0 1 0 0 0 0 0 0 52 5.5%
0 0 0 ' 0 0 0 0 1 ~ I s1 I 8.6%
0 0 0 0 0 0 0 62 6.6%
0 0 0 0 0 0 1 1 0 54 5.7%
0 0 0 0 0 0 0
~ I 48 5.1% 0 0 0 0 0 0 0 59 6.3%
0 0 0 0 0 0 1 0 o I 56 6.0%
0 0 0 0 0 0 0 o I 53 5.6%
0 0
~ I 0 a 0
~ I 0 95 10.1%
0 0 0 0 0 0 63 I 6.7%
0 0 0 0 0 0 0 ' o I 72 7.7%
0 0 0 0 0 0 0 al 64 I 6.8%
0 0 Q I 0 0 0 0 0 49 ' 5.2%
0 0 0 0 0 0 0 0 40 4.3%
0 o l 0 0 0 0 0 o I 25 2.7%
0 0 0 0 0 0 0 o I 11 1.2%
0 o I 0 0 0 0 0 0 ! 11 1.2%
0 0 0 0 0 0 11 a 941 100.0%

0.0% 0.0%I 0.0% 0.0% 0.0% 0.0% 0.1%, 0.0% 100.0% 100.0% 940 940 940 I 940 940 940 941 941

99.9% 99.9% 99.9% 99.9% 99.9% 99.9%, 100.0°/oJ 100.0% I 23 20-29
660
70%

11. Via De Anza_Los Osos Dr and Palo Dr
Combined Both Directions
Saturday, April 20, 2024
Start llme 5-14 I 15-19 I 20-24 25-29 30-34
12:00:00 AM 0 0 I 1 2
1:00:00 AM 0 0 . I 0 0
2:00:00 AM 0 o I 0 0 0
3:00:00 AM 0 o I 0 0 0
4:00:00 AM 0
~ I 0 I 0
5:00:00 AM 0 1 2 I
6:00:00 AM 0 2 10 6 0
7:00:00 AM 0 1 I 23 15 2
8:00:00 AM 0 12 ' 30 34 9
9:00:00 AM 2 9 , 27 13 4
10:00:00 AM 2 I 16 38 17 3
11:00:00 AM 3 13 35 19 5 I
12:00:00 PM 3 11 27 15 4 I 1:00:00 PM 2 11 27 16 5
2:00:00 PM 2 22 31 29 5
3:00:00 PM 2 18 I 30 12 4
4:00:00 PM 1 , 11 I 23 25 1
5:00:00 PM 4 10 31 22 6
6:00:00 PM 2 8 25 14 4
7:00:00 PM 1 12 16 6 2
8:00:00 PM 1 4 13 6 I
9:00:00 PM 0 4 1 14 I 7 1
10:00:00 PM 1 2 I 7 5 2
11:00:00 PM 0 o I 7 5 2
DAY TOTAL 26 1721 417 270 63 \
PERCENTAGE 2.7% 18.1% 43.9% 28.4% 6.6%
CUMULATIVE 26 1 198 1 615 885 948 I
PERCENTAGE 2.7% 20.8% 64.70/oj 93.2% 99.80/of
15th PePl:enWe 17 Mean Speed Average
50th PePl:entile 22 10 MPH Pace Speed
85th PePl:entile 28 Number in Pace
95th Percentile 30 Percent in Pace
35-39 I
0 1
0 0
0 0
0 1
0 I
~I
0 ~
,
0 0
0 0
0 0
0 0
0 0
0 2

0.2%1
950 I
100.0%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 I 50-54 55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES 0 0 I 0 1 0 0 0 0
~ I 4 0.4%
0 0 ! 0 o , 0 0 I 0 1 0.1%
0 0 0 I 0 0 0 0 , o I 0.0%
0 Q I o' 0 0 0 o I 0 -4 0.0%
0 0 I 0 0 0 0
~ I ~I 0.1%
0 0 0 0 0 0 4 0.4%
0 0 o l 0 0 0 o I 0 19 I 2.0%
0 o I 0 0 0 0 0 0 47 I 4.9%
0 0 0 0 0 0 0 0 85 8.9%
0 o I 0 0 0 0 0 0 55 5.8%
0 0 0 0 0 0 0 I o' 76 8.0%
0 o I 0 0 0 o' 0 oi 1s I 7.9%
0 o I 0 0 0 0 0 0 61 1 6.4%
0 0 I 0 0 0 0 0 0 1 61 6.4%
0 0 0 0 0 0 0 0 89 I 9.4%
0 0 0 0 0 0 0 0 66 6.9%
0 o l 0 0 0 o I 0 0 61 6.4%
0 0 I 0 0 0 0 0 0 73 I 7.7%
0 o I 0 0 0 0 0 0 53 1 5.6%
0 0 0 0 0 0 ol 0 37 1 3.9%
0 0 I 0 0 0 0 0 o, 25 I 2.6%
0 0 0 o I 0 0 0 0 26 I 2.7%
0 0 0 0 0 0 0 0 17 I 1.8%
0 0 0 0 0 0 0 0 14 I 1.5%
0 0 0 0 0 0 ol o, 9501 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%1 0.0% 100.0%I 100.0% 950 950 950 j 950 950 950 I 950 I 950
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% I 23 25-34
687
72%

12. Via San Sebatian_South of Calle Vieja
Combined Both Directions
Wednesday, April 17, 2024
Start lime 5-14 I 15-19 20-24 25-29 30-34 I 12:00:00 AM ~ I O I 0 0
1:00:00 AM 0 0 0 ~I 2:00:00 AM al 0 0 1 0 0
3:00:00 AM a I 0 1 0 0
4:00:00 AM 0 0 oJ 0 0
5:00:00 AM 0 0 0 0 0
6:00:00 AM
~-1- 0 0 0 0
7:00:00 AM 6 2 3 0
8:00:00 AM 2 2 1 12 2 0
9:00:00 AM 2 ' 1 1 0 0
10:00:00 AM 5 I 3 4 1 0
11:00:00 AM 4 3 3 1 0
12:00:00 PM 23 I 42 16 8 1
1:00:00 PM 2 8 5 0 0
2:00:00 PM o I 5 5 3 0
3:00:00 PM 1 5 8 0 0
4:00:00 PM 3 4 3 2 1
5:00:00 PM 4 I 0 2 1 0
6:00:00 PM 0 4 2 1 0
7:00:00 PM 0 5 3 0 0
8:00:00 PM 1 1 I 3 0 o ,
9:00:00 PM o I 0 0 0 1 I
10:00:00 PM o I 3 0 0 0
11:00:00 PM o I 0 1 0 0 0
DAY TOTAL 48 92 70' 22
PERCENTAGE 20.4%1 39.1% 29.8% 9.4% 1.30!!
CUMULATIVE 48 1 140 210 232 235
PERCENTAGE 20.4% 59.6% 89.4% 98.7% 100.0%
15th Percentile 12 Mean Speed Average
50th Percentile 18 10 MPH Pace Speed
85th Percentile 23 Number in Pace
95th Percentile 27 Percent in Pace
35-39
0 a I
0 0
~ l
0 0
0 0
0 o I
0 0
a I
0 0
0 0
0 0
0 0
0 01

0.0% 1
235
100.0%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 70-74 I 75+ ' TOTAL %VEHICLES 0 O I 0 0 0
~ I 0 ~ I
~, 0.0%
0 0 I 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 o I 0 o I 0 0 1 0 0 1 0.4%
0 0 1
~ I 0 0 0 0 0 0 0.0%
0 o, 0 0 0 0 I 0 0 0.0%
0 0 1 o , 0 0 Q I 0 0 0 0.0%
0 0 0 0 0 0 0 0 12 5.1% -- a 0 0 0 0 o' 0 0 18 7.7%
0 o I 0 0 0 0 I 0 o I 4 1.7%
0 o I 0 0 0 0 0 0 13 5.5%
0 0 0 0 0 o I 0 0 1 11 4.7%
0 o I 0 0 0 o, 0 0 90 38.3%
0 0 I o , 0 0 0 I 0 0 15 1 6.40/ci
0 o I 0 0 0 0 0 0 13 5.5% - 0 o I 0 0 0 0
~I 0 14 6.0%
0 o I 0 0 0 DI 0 13 5.5%
0 o' 0 0 0 a l 0 0 7 3.0%
0 0 1 0 o I 0 al 0 0 7 3.0%
0 0 1 0 0 0 0 0 0
:1 3.4%
0 0 0 0 0 o I 0 0 2.1%
0 a l 0 0 0 o l 0 0 1 0.4%
0 0 I 0 0 0 0 0 0 3 1.3%
0 0 0 0 0 o I 0 0 1 0 0.0%
0 01 0 0 0 o' 0 01 235 100.0%

0.0% 0.0%1 0.0% 0.0% 0.0% O.O%j 0.0% 0.0% 100.0% 100.0% 235 235 235 1 235 235 235 I 235 235 1
100.0% 100.0°J 100.0% 100.0% 100.0% 100.0%1 100.0% 100.0% I 18 15-24
162
69%

12. Via San Sebatian_South of Calle Vieja
Combined Both Directions
Thursday, April 18, 2024
Startnme 5-14 I 15-19 20-24 I 25-29 30-34
12:00:00 AM
~I 0 0 0
1:00:00 AM 0 0 0 ~ I 2:00:00 AM 0 0 0 0 0
3:00:00 AM 0 0 ' 2 0 0
4:00:00 AM 0 0
~ I 0 0
5:00:00 AM 0 0 0 0
6:00:00 AM 0 ol 2 0 0
7:00:00 AM 1 6 2 3 0
8:00:00 AM 0 7 11 4 o I 9:00:00 AM 1 3 0 0 0
10:00:00 AM 3 5 4 o 0
11:00:00 AM 1 4 l 0 0
12:00:00 PM 2 6 5 I 0
1:00:00 PM 0 5 1 0 o '
2:00:00 PM 6 7 6 1 0
3:00:00 PM 17
3~ I !! I 5 3
4:00:00 PM 1 2 0
5:00:00 PM 1 4 2 1 0 0
6:00:00 PM o 3 2 1 I 0
7:00:00 PM 1 6 o 0 o
8:00:00 PM 0 1 1 1 0
9:00:00 PM 1 0 3 0 0
10:00:00 PM 0 1 0 0 0
11:00:00 PM 0 0 0 0 0
DAY TOTAL 351 91 65 18 31
PERCENTAGE 16.4% 42.s%I 30.4%1 8.4% 1.4%
CUMULATIVE 35 l 126 191 209 212 I
PERCENTAGE 16.4% 58.9% 89.3% 97.7% 99.1%I
15th Percentile 13 Mean Speed Average
50th Percentile 18 10 MPH Pace Speed
85th Percentile 23 Number in Pace
95th Percentile 27 Percent In Pace
35-39 I
0 0
0 O'
~I
0 0
0 0
0 0
0 0
0 0
0 o'
0 0
2 0
0 0
21 0.9%1
214
100.0°/ol
Project# 5(4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 a I 0 0 0
~I 0 1 0 0 0.0%
0 0 ' 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 0 o I 0 0 0 0 0 ' 2 0.9%
0 0 al o I 0 0 0 o I 0 0.0%
0 0 DI 0 0 0 0 0 0 0.0% - 0 0 o ' 0 0 0 0 0 2 0.9%
- 0 0 0 0 0 0 0 0 ' 12 5.6%
0 0 0 0 0 0 0 0 22 10.3%
0 0 0 0 0 0 0 o I 4 1.9%
0 ~ I 0 Q I 0 0
~ 0 12 5.6%
0 0 0 0 0 0 6 2.8%
0 0 0 0 0 0 0 14 6.5%
0 0 0 0 0 o I 0 0 6 2.8%
0 0 0 0 0 0 0 o l 20 9.3%
0 o I 0 0 0 o I o I 0 75 35.0%
0 0 0 0 ' 0 0 o I 0 9 4.2%
0 0 0 0 0 o l 0 0 7 3.3%
0 0 0 0 0 0 0 0 6 2.8%
o o 0 o o 0 0 0 7 3.3%
0 o 0 0 0 o 0 o 5 2.3%
0 o o 0 0 o 0 o 4 1.9%
0 0 0 0 0 o 0 0 l 0.5%
0 0 0 0 0 0 0 0 0 0.0%
o o o' o1 0 0 ol 0 214 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%1 0.0% 100.0%1 100.0o/, 214 214 214 214 214 214 1 214 214
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%1 100.0% I 19 15-24
156
73%

12. Via San Sebatian_South of Calle Vieja
Combined Both Directions
Saturday, April 20, 2024
Start nme 5-14 l 15-19 I 20-24 25-29 30-34
12:00:00 AM 0 0
~ I
0 1:00:00 AM a a a ~ I
2:00:00 AM a 0 a a a
3:00:00 AM a a a 2 a
4:00:00 AM a 1 a 0 a
5:00:00 AM a a a 0 a
6:00:00 AM 1 a 1 I 0 a
7:00:00 AM 1 2 a I a a
8:00:00 AM 1 2 2 I 0 a
9:00:00 AM 2 5 0 1 a
10:00:00 AM 2 4 4 a a
11:00:00 AM 3 8 5 a a
12:00:00 PM 7 6 2 1 a
1:00:00 PM 4 4 0 a a
2:00:00 PM 1 4 5 2 a
3:00:00 PM 6 sl 1 1 a
4:00:00 PM 3 2 0 a 0
5:00:00 PM 0 2 0 1 a 0
6:00:00 PM 0 a 2 I 0 a
7:00:00 PM 2 4 2 0 a
8:00:00 PM 0 0 a 0 a
9:00:00 PM a 1 a 1 0
10:00:00 PM 0 2 3 I 0 a
11:00:00 PM a a 1 a a
DAY TOTAL 33 1 55 29, 8 a
PERCENTAGE 26.4% 44.0% 23.2%1 6.4% 0.0%
CUMULATIVE 33 1 88 117 125 125 1
PERCENTAGE 26.4% 70.4% 93.6% 100.0% 100.0%
15th Percentile 10 Mean Speed Average
50th Percentile 17 10 MPH Pace Speed
85th Percentile 22 Number in Pace
95th Percentile 25 Percent in Pace
35-39 I
0 a l
a '
a ,
a I
a
a
a
a
0 I
a I
a
a
a
a
~I
0 0
~ I
0 0
0 I

0.0%
125 1
100.0%
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 70-74 75+ I TOTAL %VEHICLES 0 0 a a a a a 0 0 0.0%
a a a a 0 a a 0 1 0.8% --- a 0 a a a a a 0 0 0.0%
a 0 a 0 0 a a a I 2 1.6%
a a a 0 a a a 0 1 0.8%
a a I a 0 a 0 0 a 0 1 0.0%
a a 0 a a a 0 a 2 1.6%
0 0 a 0 a 0 a a 3 2.4%
a
~ I
a 0 1 a 0 a I 5 4.0%
0 a a a 0 a 0 1 a , 6.4%
a a I a a , a 0 0 a 10 I 8.0%
0 ~ I
a a a 0 a a 16 1 12.8%
0 a o I a a a Q I 16 12.8%
a 0 a a 0 0 0 a 8 6.4%
0 0 0 Q I 0 0 0 0 12 I 9.6%
0 0 0 0 . a 0 0 a 16 12.8%
0 0 a o I 0 0 0 0 5 4.0%
0 0 0 0 0 0 0 0 2 1.6%
a a 0 a 0 0 0 I 0 2 1.6%
a 0 I 0 a 0 0 0 0 8 6.4%
a 0 , 0 a I 0 a a 0 0 0.0%
a 0 0 Q t 0 0 a 0 2 1.6%
a a a a 0 a 0 0 5 4.0%
a 0 a 0 0 a 0 a 1 I 0.8%
0 0 0 0 0 0 0 0 125 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%1 0.0%1 100.0%1 100.0% 125 125 1 125 1 125 I 125 125 125 125
100.0% 100.0% 100.0% 100.0%I 100.0% 100.0% 100.0%1 100.0% I 17 15-24
84 67%

13. Calle Vieja_Via San Sebastian and Via Valverde
Combined Both Directions
Wednesday, April 17, 2024
Startnme 5-14 ( 15-19 20-24 25-29 30-34 35-39 I 40-44
12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 o 1 0
2:00:00 AM 1 0 0 0 0
~ I 0
3:00:00 AM 0 0 0 0 0 0
4:00:00 AM 0 0 0 0 0
~I 0
5:00:00 AM 1 0 0 0 0 0
6:00:00 AM 1 1 0 0 0 0 ' 0
7:00:00 AM 16 8 0 0 0 o I 0
8:00:00 AM 23 12 I 1 0 0 0 0
9:00:00 AM 18 4 1 0 0 0 O I 0
10:00:00 AM 19 17 0 0 0 0 0
11:00:00 AM 11 I 12 I I 0 0 o I 0
12:00:00 PM 95 16 I I 0 o I 0 0
1:00:00 PM 13 13 3 0 0 0 0
2:00:00 PM 10 11 0 0 0 o I 0
3:00:00 PM 6 ' 4 1 0 o l
~I 0
4:00:00 PM 1s I 11 2 0 0 0
5:00:00 PM 6 13 1 0 o I 0 0
6:00:00 PM 8 1 12 3 0 0 o I 0
7:00:00 PM 7 3 1 0
~ I 0 0
8:00:00 PM s I 3 1 0 0 I 0
9:00:00 PM 2 3 0 0 0 0 1 0
10:00:00 PM 2 2 0 0 0 o l 0
11:00:00 PM 1 1 ' 0 0 O I 0 1 0
DAY TOTAL ~ . 146 15 0 0 0 0
PERCENTAGE 62.0%1 34.4% 3.5% 0.0% 0.0°/ol 0.0%' 0.0%
CUMULATIVE 263 1 409 424 I 424 424 424 1 424
' PERCENTAGE 62.0% 96.5% 100.00/o i 100.0% 100.0%1 100.0% 100.0% 15th Percentile 7 Mean Speed Average 13
50th Percentile 12 10 MPH Pace Speed 15-24
85th Percentile 17 Number in Pace 161
95th Percentile 19 Percent in Pace 38%
Project# SC4508
PREPARED BY: AimTD 714 253 7B88 [email protected]
45-49 I 50-54 55-59 60-64 65-69 70-74 75+ I TOTAL 1 %VEHICLES 0 0 0 0 0 0 0 1 0 0.0%
0 : 0 0 0 0 0 0 0 0.0%
0 0 o I 0 0 0 0 I 1 0.2%
o l 0 0 0 0 0 0 I 0 ' 0.0%
~I ~ -- 0 0 0 0 0 0 0 0.0%
o , 0 0 0 0 o , 1 0.2%
0 1 0 0 0
- 0 I 0 0 j 2 0.5%
0 I 0 0 0 0 0 0 . 24 5.7%
~I 0 0 0 0 0 o I 36 8.5%
0 0 0 0 0 0 22 5.2%
0 0 0 0 0 0 o I 36 8.5%
0 1 0 0 0 0 0 o I 24 1 5.7%
0 I 0 0 0 0 0 0 ! 112 26.4%
0 0 0 0 o I 0 o I 29 6.8%
0 0 0 0 0 0 0 21 I 5.0%
0 0 0 0
~I ~I ~ l 11 2.6%
0 0 0 0 2s I 6.6%
0 0 0 0 o I 0 o I 20 4.7%
0 0 0 0 o I o l o I 23 5.4%
0 0 0 0 o I 0 0 11 ' I 2.6%
0 0 0 0 0 0 0 I 12 I 2.8%
0 0 0 0 0 j 0 0 5 . 1.2%
0 0 0 0 o I 0 0 1 4 1 0.9%
0 0 0 0 o I 0 o I 2 0.5%
o.of
0 o, 0 01 0 o' 424 100.0%

0.0% 0.0% 0.0% 0.0%1 0.0% O.O%j 100.0% 100.0%
424 1 424 424 424 424 424 424 i
100.0°!ol I 100.0% 100.0% 100.0% 100.0% 100.0%I 100.00/oi l

13. Calle Vieja_Via San Sebastian and Via Valverde
Combined Both Directions
Thursday, April 18, 2024
Start1lme 5-14 I 15-19 I 20-24 25-29 30-34 35-39 I 40-44 12:00:00 AM 0 o I 0 0 0 0 0
1:00:00 AM 0 2 0 0 0 0 : 0
2:00:00 AM 0 0 0 0 0 a, 0
3:00:00 AM 2 o l 0 0 0 0 0
4:00:00 AM 1 0 0 0 0 o' 0
5:00:00 AM 2 0 0 0 0 ol 0
6:00:00 AM 4 2 0 0 0 0 0
7:00:00 AM 18 7 0 0 0 ol 0
8:00:00 AM 25 8 0 0 0 0 0
9:00:00 AM 18 13 0 0 0 o I 0
10:00:00 AM 16 5 0 0 0 0 0
11:00:00 AM 9 8 a I 0 0 O I 0
12:00:00 PM 16 11 1 0 0 0 0
1:00:00 PM 9 9 0 0 0 0 ' 0
2:00:00 PM 20 12 0 0 0 o I 0
3:00:00 PM 89 18 0 0 0 0 1 0
4:00:00 PM 7 14 1 0 0 ol 0
5:00:00 PM 7 I 11 0 a a o' 0
6:00:00 PM 8 9 0 0 0 o I a
7:00:00 PM 6 5 1 0 0
~ I 0
8:00:00 PM 5 2 1 0 0 0
9:00:00 PM 1 1 0 I 0 0 o I 0
10:00:00 PM 2 1 1 0 0 0 o I 0
11:00:00 PM 2 1 1 1 0 0 0 I 0
DAY TOTAL 267 138 5 a 0 0 a
PERCENTAGE 65.1%1 33.7% 1.2% 0.0% 0.0%1 0.0% 0.0%
CUMULATIVE 267 1 405 1 410 410 410 410 I 410
PERCENTAGE 65.1% 98.8% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Pen:entile 7 Mean Speed Average 12
50th Pen:entile 12 10 MPH Pace Speed 15-24
85th Pen:entile 17 Number in Pace 143
95th Percenijle 18 Percent in Pace 35%
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ I TOTAL I %VEHICLES a I 0 0 0 0 0
~ l ~ I 0.0% 0 0 0 0 0 0 0.5% - -- 0 o' 0 0 0 0 0 0 1 0.0% 0 0 0 0 0 0 0 2 0.5%
0 I 0 0 0 0 0 0 1 0.2%
0 0 0 0 0 o, o, 2 I 0.5%
0 0 0 0 0 0 0 6 1.5%
o I o , 0 0 0 ' 0 0 1 25 6.1%
0 0 0 0 0 o t 0 33 1 8.0%
al 0 0 0 0 0 0 31 7.6%
0 0 0 0 0 0 0 21 5.1%
0 1 0 0 0
~ I 0 0 17 I 4.1%
OI 0 0 0 0 0 28 6.8%
0 0 0 0 0 0 0 18 I 4.4%
0 0 0 0 0 0 0 32 7.8%
~I 0 0 0 0 0 0 107 1 26.1%
o, 0 0 0 0 0 22 5.4%
0 0 0 0 0 a 0 18 4.4%
0 a a 0 0 0 0 17 4.1%
0 0 0 0 0 0 0 12 2.9%
o' 0 0 0 0 0 0 8 2.0%
0 0 0 0 o I 0 0 1 0.2%
0 0 0 0 0 ' 0 0 3 0.7%
0 0 0 0 0 I 0 a 4 1.0%
a a DI 0 a D[ ol 410 100.0%

0.0% 0.0% 0.0% 0.0% 0.0%1 0.0% 0.0%1 100.0% 100.0%
410 I 410 I 410 410 41 □ I 410 I 410
100.0% 100.0% 100.0%, 100.0% 100.0% 100.0% 100.0% I

13. Calle Vieja_Via San Sebastian and Via Valverde
Combined Both Directions
Saturday, April 20, 2024
Start nme 5-14 15-19 20-24 25-29 30-34 35-39 I 40-44
12:00:00 AM 0 2 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 0 __ _. 0 0
3:00:00 AM 2 0 0 0 0 0 0
4:00:00 AM I 1 0 0 0 1 0 0
5:00:00 AM 0 1 0 0 o I 0 0
6:00:00 AM 3 0 0 0 o ' 0 0
7:00:00 AM 3 5 0 0 0 o I 0
8:00:00 AM 7 7 0 0
~I 0 ' 0
9:00:00 AM 7 7 1 0 0 0
10:00:00 AM 14 6 0 0 0 0 0
11:00:00 AM 13
1: I I 0 0 0 0 12:00:00 PM 4 1 0 0 0 0
1:00:00 PM 13
1~ I I 0 o I 0 0
2:00:00 PM 2 I 2 0 0 o l 0
3:00:00 PM 9 3 I 0 o l 0 0
4:00:00 PM 6 7 0 0 o l 0 0
5:00:00 PM 7 I 6 0 0 0 o I 0
6:00:00 PM 3 8 0 0 0 o I 0
7:00:00 PM 3 ' 2 0 0 0 0 0
8:00:00 PM 3 5 0 0 0 0 0
9:00:00 PM 3 I I I 0 0 0 0 0
10:00:00 PM 2 4 0 0 o l 0 0
11:00:00 PM 3 2 0 0 0 0 0
DAY TOTAL 108 103, 7, 0 01 0 0
PERCENTAGE 49.5% 47.2% 3.2% 0.0% 0.0% 0.0%1 0.0%
CUMULATIVE 108 211 218 218 218 I 218 1 218
PERCENTAGE 49.5% 96.8% 100.0% 100.0% 100.0% 100.0% 100.0% 15th Percentile 8 Mean Speed Average 13
50th Percentile 14 10 MPH Pace Speed 15-24
85th Percentile 18 Number in Pace 110
95th Percentile 19 Percent in Pace 50%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 I 70-74 I 75+ TOTAL %VEHICLES 0 0 1 0 0 0
~ I 0
~ I 0.9%
0 0 0 0 0 0 0.0%
0 0 0 I 0 0 0 0 0 0.0%
0 0 0 0 0 a l 0 ' 2 0.9%
0 0 0 0 0
~ I 0 2 0.9%
0 0 0 0 0 0 1 0.5%
0 0 0 0 0 o I 0 3 1.4%
0 0 • 0 0 0 0 0 8 3.7%
0 0 0 0 0 0 0 14 1 6.4%
0 0 0 0 0 0 0 15 6.9% - ..._
0 0 0 0 0 0 0 20 9.2%
0 0 0 0 0 0 0 21 9.6%
0 0 0 0 0 0 0 17 7.8%
0 0 0 0 0 0 0 26 11.9%
0 0 0 0 0 0 0 9 4.1%
: 1
0 0 0 0 0
~I 13 6.0%
0 0 0 0 0 B l 6.0%
0 0 0 0 0 0 o I 13 6.0%
0 0 0 0 0 0 0 11 I 5.0% ~
, 0 0 0 0 0 0 s l 2.3%
0 0 0 0 0 0 I 8 3.7%
O I 0 0 0 o, 0 o I 4 1.8%
0 0 0 0 0 0 0 6 2.8%
0 0 0 0 0 0 o I 5 2.3%
0 o, 0 0 o' 0 01 218[ 100.0%

0.0% 0.0% 0.0%; 0.0% 0.0%I 0.0% 0.0% 100.0% 100.0%
218 1 218 I 218 218 218 218 I 218
100.0% 100.0% 100.0o/01 100.0% 100.0%, 100.0% 100.0% I

14. Vista Plaza Dr_La Plata Dr and Calle Vieja
Combined Both Directions
Wednesday, April 17, 2024
Startnme 5-14 I 15-19 20-24 25-29 30-34 35-39
12:00:00 AM
~I 0 o I 0 0 0
1:00:00 AM 0 0 0 0 0
2:00:00 AM a l 0 0 I 0 0 0
3:00:00 AM 0 1 o I 0 D D
4:00:00 AM 0 o I 1 ' 1 0 0 '
5:00:00 AM 0 0 3 2 4 2
6:00:00 AM 1 0 2 I 4 6 3
7:00:00 AM 0 2 10 I 21 27 13 --- 4 1 15 1· 8:00:00 AM 1 31 22 11 9:00:00 AM 1 1 11 25 20 12
10:00:00 AM 2 4 13 I 37 18 4
11:00:00 AM 1 I 3 13 34 25 8
12:00:00 PM 1 5 32 67 38 10
1:00:00 PM 0 2 16 22 27 1 9
2:00:00 PM 0 6 8 24 21 4
3:00:00 PM 1 4 8 19 23 8
4:00:00 PM 3 3 10 21 31 14
5:00:00 PM 0 1 8 17 27 17
6:00:00 PM 0 2 I 4 21 26 8
7:00:00 PM a I 3 6 11 10
8:00:00 PM 0 1 3 16 7 ~ I 9:00:00 PM 0 0 2 4 5 2
10:00:00 PM o ' 0 1 5 2 l I 11:00:00 PM 0 0 2 0 O I 1
DAY TOTAL 11 42 168 382 339 m l
PERCENTAGE 1.0%1 3.9% 15.4% 35.0% 31.1% 12.1%
CUMULATIVE 11 I 53 221 603 942 1,074 1
PERCENTAGE 1.0% 4.9% 20.3% 55.3% 86.4% 98.5%
15th Percentile 22 Mean Speed Average
50th Percentile 28 10 MPH Pace Speed
85th Percentile 34 Number in Pace
95th Percentile 38 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 78BB [email protected]
40-44 45-49 I 50-54 55-59 60-64 65-69 70-74 I 75+ TOTAL %VEHICLES 0 ~I D 0 D 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 D 0 0 0 al 0 0.0%
D 0 0 I O I 0 0 0 D l 0.1%
0 1 DI 0 0 0 0 0 3 0.3%
0 0 o I 0 0 0 0 D 11 1.0%
1 0 0 0 0 0 0 0 17 1.6%
0 0 0 0 0 0 0 0 73 6.7%
1 0 0 0 0 0
~ I 0 85 7.8%
0 0 0 0 0 0 0 70 6.4%
0 0 0 0 0 0 0 0 78 7.2%
0 ~I D I 0 0
~ I 0 0 84 7.7%
2 0 0 0 0 o, 155 14.2%
1 o ' 0 0 . 0 O I 0 0 77 7.1%
1 2 0 0 0 Q I 0 0 66 6.1%
0 0 0 Q I 0 0 0 0 63 5.8%
3 0 0 0 0 0 0 0 85 7.8%
0 1 1 0 0 0 0 0 72 6.6%
1 0 0 0 0 0 0 0 62 5.7%
1 0 0 0 0 0 0 0 35 3.2%
0 0 0 0 0 a l 0 0 28 2.6%
0 0 0 0 1 0 0 0 0 13 1.2%
0 0 0 o I 0 0 0 o I 9 1 0.8%
0 0 0 O I 0 0 0 0 3 0.3%
11 4 I 01 0 01 oj 0 1,090 100.0%

1.0% 0.4% 0.1%, 0.0%1 0.0% 0.0%1 0.0% 0.0% 100.0% 100.0% 1,085 1,089 1,090 1,090 1,090 1,090 I 1,090 I 1,090

99.5% 99.9% 100.0%, 100.0% 100.0% 100.0% 100.0% 100.0% I 29 25-34
721
66%

14. Vista Plaza Dr_La Plata Dr and Calle Vieja
Combined Both Directions
Thursday, April 18, 2024
Start Tlme I 5-14 15-19 ! 20-24 25-29 j 30-34 35-39
12:00:00 AM 0 0 1 1 o I 1
1:00:00 AM 0 0 0 0 4 0
2:00:00 AM 0 0 0 -ft 0 0
3:00:00 AM 1 0 I 0 I 0
4:00:00 AM 0 0 0 1 ' 0 0
5:00:00 AM 0 1 1 3 2 0
6:00:00 AM I
~ I 0 0 11 I 9 ' 7
7:00:00 AM 1 14 26 21 8 - 8:00:00 AM I 0 3 14 27 33 9
9:00:00 AM I 2 5 13 23 I 21 11 ---
10:00:00 AM 0 2 9 30 17 1
11:00:00 AM 3 3 7 26 23 5
12:00:00 PM 2 5 I 18 23 25 4
1:00:00 PM 0 3 I 16 13 ' 13 5
2:00:00 PM 4 2 11 31 , 26 7
3:00:00 PM 2 5 22 58 1 32 15
4:00:00 PM 0 2 8 23 26 I 6
5:00:00 PM ' 2 1 9 24 17 10
6:00:00 PM I 0 1 5 21 19 8
7:00:00 PM I a I 1 5 17 .I 8 0
8:00:00 PM 0 I 0 5 12 I 10 5
9:00:00 PM 0 0 1 5 7 I 0
10:00:00 PM 0 0 1 4 4 2
11:00:00 PM 0 o I 3 3 2 3
DAY TOTAL 161 35 163 382 1 319 107
PERCENTAGE 1.5% 3.4% 15.7% 36.8%1 30.7% 10.3%
CUMULATIVE 16
51 '
214 596 915 1,022
PERCENTAGE 1.5% 4.9% 20.6% 57.4% 88.2% 98.5%
15th Peicentile 22 Mean Speed Average
50th Peicentile 28 10 MPH Pace Speed
85th Pe,centile 33 Number in Pace
95th Pe,centile 37 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 I 45-49 50-54 55-59 60-64 65-69 I 70-74 1 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 0 3 0.3%
0 0 0 0 0 0 0 0 4 0.4%
0 0 0 0 0 0 0 0 0 0.0%
o I 0 : 0 0 0 0 0 0 1 0.1%
0 a l 0 0 0 0 0 0 1 0.1%
a l a l 0 0 0 0 0 0 7 0.7%
0 0 0 0 0 0 0 0 27 2.6%
0 0 0 0 0 0 0 0 70 6.7%
~ I 0 0 0 0 0 0 0 86 8.3%
ii 0 0 0 0 0 0 76 7.3%
o I 0 0 0 0 0 0 0 59 5.7%
1 0 0 0 0 0 0 0 68 6.6%
2 0 0 0 0 0 0 0 79 7.6%
0 0 0 0 0 0 o I 0 50 4.8%
1 1 0 0 0 0 0 0 0 82 7.9%
; I 0 0 0 0 0 o ' 0 138 13.3%
0 0 0 0 0 Q I 0 67 6.5%
1 0 0 0 0 0 o' 0 64 6.2%
0 0 0 0 0 0 0 0 54 5.2%
~ I 0 0 0 0 0
~, 0 32 3.1%
0 0 0 0 0 0 34 3.3%
o I 0 0 I 0 0 0 I 0 0 13 1.3%
1 0 0 0 0 0 0 0 12 1.2%
0 0 0 • 0 0 0 0 0 11 1.1%
16 0 0 0 Di 0 0 0 1,038 100.0%

1.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.0% 100.0%
1,038 1 1,038 1,038 1,038 1,038 1,038 1,038 I 1,038
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0%1 100.0% 28 25-34
701
68%

14. Vista Plaza Dr_La Plata Dr and Calle Vieja
Combined Both Directions
Saturday, April 20, 2024
Startnme 5-14 I 15-19 I 20-24 25-29 30-34 35-39
12:00:00 AM I a a I
~ I
I I
1:00:00 AM O I a 0 a a
2:00:00 AM I a ' 0 I a 0 0 0
3:00:00 AM I a a 0 a l a
4:00:00 AM , a a 1 '
~ I
a
5:00:00 AM a 0 0 2 I
6:00:00 AM 0 2 0 2 I s I 2
7:00:00 AM _,_ a 0 3 JO 14 I 3
9 1 8:00:00 AM a 3 13 15 4
9:00:00 AM o I I 8 25 15 6
10:00:00 AM 1 2 11 29 17 3
11:00:00 AM 0 2 16 24 26 1 4
12:00:00 PM 0 2 6 28 23 8
1:00:00 PM ' I 4 14 22 24 I 5
2:00:00 PM I 1 0 JO 27 18 8 - 3:00:00 PM 0 I 7 19 15 3
4:00:00 PM I 0 2 7 22 15 9
5:00:00 PM 0 3 I 6 16 JO I 9
6:00:00 PM 0 2 I 5 13 16 I 8
7:00:00 PM a I 6 11 13 1
8:00:00 PM I 1 3 2 JO 8 2
9:00:00 PM 1 I I 2 JO 6 I 1
10:00:00 PM a a I 3 5 4 1
11:00:00 PM 1 a 0 I 1 I 8 I a
DAY TOTAL I 61 291 121 287 254 79
PERCENTAGE 0.8% 3.7%1 15.4% 36.5% 32.3°!,J 10.0%

CUMULATIVE
I o.s~.I 35 1 156 443 697 1 776
PERCENTAGE 4.4% 19.8% 56.3% 88.6% 98.6%
15th Pen:entile 22 Mean Speed Average
50th Pen:entile 28 10 MPH Pace Speed
85th Pen:entile 33 Number in Pace
95th Percentile 37 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 I 45-49 I 50-54 I 55-59 60-64 65-69 I 70-74 75+ TOTAL %VEHICLES a 0 1 a a 0 a a 4 0.5%
a 0 0 a 0 0 0 0 0 0.0%
0 a a a .l 0 a a a 0.0%
a a l I 0 0 0 0 0 1 0.1%
~ I
0 0 0 0 I a l 0 0 2 0.3%
0 0 \ a 0 0 0 0 4 0.5%
a a I o I a a 0 a 0 11 1.4%
a 0 0 1 a 0 0 0 0 30 3.8%
0 i o l a I ~ I
0 0 0 a 44 5.6%
1 0 a l 0 O J 0 a 56 7.1%
1 o I , 0 a I o I 0 a 64 8.1%
l
~ I ~I 0
~ I
0 a a 73 9.3%
I I 0 0 0 a 68 8.6%
2 0 a 0 0 a 0 0 72 9.1%
0 I 0 1 a 0 0 0 0 64 8.1%
o '
~ I
a a a 0 0 0 45 5.7%
2 a l 0 0 0 o I 0 57 7.2%
1 0 o l 0 0 o I o I 0 45 5.7%
a ~ I I 0 a I 0 I a I a 45 5.7%
a 0 a l a
~ I
a
~ I
a 32 4.1%
0 0 : a I a 0 a 26 3.3%
a a a , a a a I a a 21 2.7%
a a I Q I a a I a a a 13 1.7%
a a a l a a I a a a 10 1.3%
JOr 01 11 a a, 01 0 a 787 100.0%

1.3% 0.0% 0.1%1 0.0% 0.0%1 0.0%1 0.0%1 0.0% 100.0% 100.0% 786 786 1 787 I 787 787 787 1 787 1 787

99.9%, 99.9% 100. 1 100.0% 100.0°1,I 100.0% 100.0% 100.0% 29 25-34
541
69%

15. Vista Plaza Dr_Calle Vieja and La Plata Dr
Combined Both Directions
Wednesday, April 17, 2024
Startnme 5-14 l 15-19 20-24 25-29 30-34 35-39
12:00:00 AM
~ I ~ I 0 0 0 0
1:00:00 AM 0 0 0 0
2:00:00 AM 0 0 1 0 0 a l
3:00:00 AM 0 a l 0 0 0 a l
4:00:00 AM 0
~I 0 1
~I 1
5:00:00 AM 0 2 1 3 0
6:00:00 AM 0 o ' 6 2 3 0
7:00:00 AM 1 1 11 15 4 0
8:00:00 AM 1
~I 1! I 26 2 1
9:00:00 AM 2 19 4 1
10:00:00 AM 1 8 .1 9 I 5 3 2
11:00:00 AM 1 :1 20 I 12 2
12:00:00 PM 4 24 14 8 ~I 1:00:00 PM 0 3 13 16 5 2
2:00:00 PM 1 2 12 21 9 0 ---
3:00:00 PM 1 2 13 21 10 0
4:00:00 PM 0 2 19 21 5 1
5:00:00 PM 2 5 12 I 9 4 2
6:00:00 PM 1 3 1 9 12 6 1
7:00:00 PM 0 1 I 11 5 4 [ 0
8:00:00 PM 0 2 7 4 1 0
9:00:00 PM 0 1 4 I 2 3 0 I
10:00:00 PM 0 1 4 1 2 0 0
11:00:00 PM 0 0 0 1 0 o I DAY TOTAL 151 53 1991 211 73 14! PERCENTAGE 2.6% 9.3% 34.8% 36.9% 12.8% 2.4%1
CUMULATIVE 15 1 68 267 1 478 551 565 1
PERCENTAGE 2.6% 11.9% 46.7% 83.6% 96.3%, 98.8%
15th Percentile 19 Mean Speed Average
5oth Percentile 24 10 MPH Pace Speed
85th Percentile 28 Number in Pace
95th Percentile 33 Percent in Pace
Project# 5(4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45·49 I 50-54 55-59 1 60-64 65-69 70-74 75+ I TOTAL I %VEHICLES 0 o I 0 0 1 0 0 0
~I 0 0.0%
0 0 1 0 0 0 0 0 0 0.0%
0 o I 0 0 I 0 0 0 a l 1 0.2%
0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 2 0.3%
0 0 0 0 0 0 0 0 6 1.0%
0 0 0 0 I 0 0 0 0 11 1.9%
0 0 0 0 0 0 0 0 32 5.6%
0 o I ~I 0 ' 0 0 0 0 52 9.1%
0 0 0 0 o I 0 0 37 6.5%
1 1 0 1 0 0 0 0 31 5.4%
2 o' 1
~ I 0 0 0 a I 47 1 8.2%
0 Q I 0 0 0 0 0 54 9.4%
0 0 0 0 0 0 0 0 39 6.8%
1 o , 0 0 0 0 0 0 46 8.0%
~I
~, ~ I 0 0 0 0 0 47 8.2%
0 0 0 0 0 48 8.4%
0 0 0 o I 0 0 0 0 34 5.9%
0 0 0 0 0 0 0 0 32 5.6%
0 0 0 0 0 0 0 0 21 3.7%
0 0 0 0 0 0 0 0 14 2.4%
0 0 0 0 0 0 0 0 10 1.7%
0 0 0 0 0 0 0 1 0 7 1.2%
0 0 0 0 0 0 0 0 1 1 I 0.2%
4 1 l 1 0 o' 0 01 572 100.0%

0.7% 0.2% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0%1 100.0% 100.0%
569 570 I 571 I ,72 572 572 1 572 ,72

99.5% 99.7% 99.8% 100.0% 100.0% 100.0% 100.0% 100.0% !
25 20-29
410
72%

15. Vista Plaza Dr_Calle Vieja and La Plata Dr
Combined Both Directions
Thursday, April 18, 2024
Start nme 5-14 15-19 20-24 25-29 30-34 r 35-39
12:00:00 AM 0 0 1 0
~I 0
1:00:00 AM 0 1 1 1 0 I
2:00:00 AM D 0 D I 0 0 DI
3:00:00 AM 0 0 1 I 0 0 0 1
4:00:00 AM 0 0 0 0 0 o I
5:00:00 AM 0 0 0 0 0 0
6:00:00 AM 0 2 7 I 3 3 1
7:00:00 AM 0 0 16 I 14 4 1 1
8:00:00 AM 0 4 15 I 29 1 I
9:00:00 AM 0 0 13 1 19 11 2
10:00:00 AM 1 4 8 15 6 1 I
11:00:00 AM 0 1 14 1 19 4 0
12:00:00 PM 0 3 16 I 18 2 0
1:00:00 PM 0 3 5 8 3 1 I
2:00:00 PM 0 1 12 15 6 2
3:00:00 PM 4 3 22 27 5 0
4:00:00 PM 2 5 11 19 1 0
5:00:00 PM 3 2 17 14 6 0
6:00:00 PM 1 1 16 13 3 o I
7:00:00 PM 0 2 6 6 2 0 '
8:00:00 PM 1 1 4 11 1 0
9:00:00 PM 0 0 3 4 0 D
10:00:00 PM 0 1 I 1 2 1 o I
11:00:00 PM 1 0 2 5 0 0
DAY TOTAL 13 34 191 242 59 91
PERCENTAGE 2.4% 6.2% 34.9% 44.2% 10.8% 1.6%'
CUMULATIVE 13 1 47 238 ! 480 539 1 548
PERCENTAGE 2.4% 8.6% 43.4%! 87.6% 98.4% 100.0%
15th Percentile 20 Mean Speed Average
50th Percentile 25 10 MPH Pace Speed
85th Percentile 29 Number in Pace
9Sth Percentile 32 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 50-54 55-59 60-64 65-69 ! 70-74 I 75+ I TOTAL %VEHICLES 0 0 0 0 0 0
~I ~ I ~ I 0.2%
0 0 a I 0 0 0 0.5%
0 0 0 0 0 0 0 1 0 0 0.0%
0 O I o l 0 0 0 o l 0 1 1 0.2%
0 0 0 0 0 0 0 1 ~I I 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 a l 16 2.9% -- 0 0 o I 0 0 0 0 0 1 35 6.4% 0 0
~ I 0 0 0 0 0 50 9.1%
0 0 0 0 0 o I 0 45 8.2%
0 j a I - - -- 0 0 0 0 0 0 35 6.4%
0 a I o I 0 I 0 0 a I 0 38 6.9%
0 0 0 0 0 0 0 0 39 7.1%
0 0 a I 0 0 0 0 0 20 3.6%
0 0 0 0 0 0 0 0 36 6.6%
0 a I 0 0 0 0 0 0 61 11.1%
0 0 I 0 0 0 0 0 1 0 38 6.9%
0 o I 0 0 0 o I 0 0 42 7.7%
0 0 1 o I 0 0 o I 0 0 34 6.2%
0 o I O I 0 0 0
~ I 0 16 1 2.9%
0 0 a I 0 0 0 0 18 3.3%
0 0 0 I 0 0 0 0 0 7 1 1.3%
0 0 0 0 0 0 0 0 I 5 0.9%
0 0 0 0 0 D 0 0 a l 1.5%
0 0 0 o' 0 0 ol 0 5481 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0%, 0.0% 0.0%• 100.0% 100.0% 548 548 548 548 I 548 548 548 1 548
100.0% 100.0% 100.0% 100.0o/ol 100.0% 100.0% 100.0o/o 100.0o/o I 25 20-29
433
79%

15. Vista Plaza Dr_Calle Vieja and La Plata Dr
Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 I 15-19 20-24 25-29 30-34 35-39 1
12:00:00 AM 0 0 I 0 0 0 0
1:00:00 AM 0 al 0 0 0 0
2:00:00 AM 0 0 1 1 0 0 0
3:00:00 AM 0 0 0 0 0 0
4:00:00 AM 0
~I a I 0 0 1
5:00:00 AM 0 2 1 I 1
6:00:00 AM 1 I o I 5 1 9 0 0
7:00:00 AM 0 2 12 12 3 1
8:00:00 AM 2 I 2 I 23 26 6 0
9:00:00 AM 0 1 4 12 15 1 1
10:00:00 AM 0 4 I 11 7 3 1
11:00:00 AM
~ I 1 ' 10 23 4 1
12:00:00 PM 6 ) 17 19 7 0
1:00:00 PM 7 2 11 14 3 I o I
2:00:00 PM 4 5 I 15 16 3 0 '
3:00:00 PM
~ I ! I 28 23 12 a I 4:00:00 PM 23 22 2 0 '
5:00:00 PM 1 I 1 I 19 17 3 0
6:00:00 PM 1 2 : 12 11 2 0
7:00:00 PM 0 2 I 3 15 4 I
8:00:00 PM 0 1 2 9 1 I
9:00:00 PM 0 2 6 5 0 I o ,
10:00:00 PM 0 1 5 6 0 0
11:00:00 PM 0 1 1 2 I 1 0 0
DAY TOTAL 25 51 2191 251 55 ) 7
PERCENTAGE 4.1% 8.4%1 36.0% 41.3% 9.0% 1.2%
CUMULATIVE 25 76 1 295 546 601 608 1 PERCENTAGE 4.1% 12.5% 48.5%1 89.8% 98.8% 100.0% 15th Percentile 19 Mean Speed Average
50th Percentile 24 10 MPH Pace Speed
85th Percentile 28 Number In Pace
95th Percentile 32 Percent in Pace
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
40-44 45-49 I 50-54 55-59 I 60-64 65-69 j 70-74 75+ I TOTAL %VEHICLES 0 0 o I 0 1 0 0 0 0 0 0.0%
0 o l 0 0 I 0 0 0 0 0 0.0%
0 0 I o I 0 0 0 0 0 1 0.2%
0 0 0 0 0 0 0 0 0 0.0%
0 0 I
~ I 0 0 0 0 0 1 0.2%
0 0 o I 0 0 0 o, 5 0.8%
0 0 0 0 0 0 0 0 15 2.5%
0 0 0 o I 0 0 0 0 30 I 4.9%
0 0 0
~ I 0 0 0 0 s9 I 9.7%
0 0 0 0 0 0 0 33 I 5.4%
0 0 0 0 0 0 0 0 26 4.3%
0 0 0 0 0 0 0 0 42 1 6.9%
0 0 o I 0 0 0 0 0 50 8.2%
0 0 0 o I 0 0 0 o I 37 6.1%
0 0 o I o I 0 0 0 0 43 7.1%
0 0 0 • 0 0 0 0
~ I 74 1 12.2%
0 0 0 0 0 0 0 56 9.2%
0 0 0 o I 0 0 0 0 41 6.7%
0 0 0 o I 0 0 0 0 28 I 4.6%
0 0 0 o l 0 0 0 0 1 25 4.1%
0 0 o , 0 0 0 0 0 13 2.1%
0 0 0 o I 0 0 0 0 13 2.1%
0 0 at o I 0 0 0 0 12 2.0%
0 0 0 1 0 0 0 0 0 4 0.7%
0 0 01 0 0 0 0 ot 608 100.0%

0.0% 0.0% 0.0%, 0.D%1 0.0% 0.0%1 0.0% 0.0%) 100.0% 100.0o/, 608 608 608 608 608 608 608 608 1
100.0% 100.0% 100.0% 100.00A, 100.0% 100.0% 100.0%1 100.0% I 24 20-29
470
77%

16. Vista Plaza Dr_ La Plata Dr and Via Piedra Blanca
Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 lS-19 20-24 25-29 30-34 f 35-39 I 40·44 12:00:00 AM 0 0 0 0 0 0 0
1:00:00 AM 0 0 0 0 0 0 0
2:00:00 AM 0 0 0 ' 0 0 0 0
3:00:00 AM 0 0 I 0 1 0 0 0
4:00:00 AM 0 0 1 1 0
~I 1
5:00:00 AM 0 0 0 1 0 0
6:00:00 AM 0 1 I 4 1 1 0 0 0
7:00:00 AM 1 2 s I 10 9 0 0
8:00:00 AM 3 3 11 20 4 0 I
9:00:00 AM 1 0 6 14 7 1 0
10:00:00 AM 2 1 3 12 9 1 0
11:00:00 AM I 0 12 10 7 0 0
12:00:00 PM I 0 11 18 11 3 0
1:00:00 PM 2 I 2 6 23 9 3 1
2:00:00 PM 0 1 9 16 15 4 0
3:00:00 PM
~ I 4 11 15 15 3 0
4:00:00 PM 2 15 22 10 1 0
5:00:00 PM 2 1 11 17 5 2 0
6:00:00 PM 0 0 3 I 6 11 2 0
7:00:00 PM 0 0 5 7 3 1 0
8:00:00 PM 0 0 3 3 3 2 0
9:00:00 PM 0 2 1 8 0 2 0
10:00:00 PM 0 0 1 3 2 0 0
11:00:00 PM 0 0 0 0 0 0 0
DAY TOTAL 16 19 1181 208 120 25 3
PERCENTAGE 3.1% 3.7% 23.1% 40.7% 23.5% 4.9%1 0.6%
CUMULATIVE 16 1 35 153 361 481 I 506 1 509
PERCENTAGE 3.1% 6.8% 29.9% 70.6% 94.1% 99.0% 99.6%
15th Percentile 21 Mean Speed Average 27
50th Percentile 26 10 MPH Pace Speed 25-34
85th Percentile 32 Number in Pace 328
95th Percentile 35 Percent in Pace 64%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]

45.49 I 50·54 55-59 60-64 65-69 10-14 I 75+ i TOTAL I %VEHICLES 0 0 0 0 o I 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 o' 0 0 0.0%
0 0 0 0 0 0 0 1 0.2%
0 0 0 0 0 0 0 ' 3 0.6%
0 0 0 0 0 0 al 1 0.2%
0 0 0 0 0 0 a l 6 1.2%
0 0 0 0 0 0 0 1 27 5.3%
0 0 0 0 0 0 1 42 8.2%
0 0 0 0 0 0 o , 29 5.7%
0 0 0 I 0 0 0 al 28 5.5%
1 0 0 0
~ I ~I I 31 6.1%
0 0 0 0 0 44 8.6%
0 0 0 0 o I 0 o I 46 9.0%
1 0 o I 0 0 0 0 46 9.0%
0 0
~ l 0 0 o ' 0 so 9.8%
0 0 0 0 0 0 51 10.0%
0 0 0 0 0 0 0 38 7.4%
0 o ' 0 0 0 0 o ' 22 4.3%
0 0 0 0 a I a I 0 16 3.1%
0 0 0 0 0 0 0 11 2.2%
0 0 0 0 0 0 0 13 2.5%
0 0 0 0 0 0 0 6 1.2%
0 0 0 0 0 0 o · 0 0.0%
2 0 Oi 0 0 oj 0 511 100.0%

0.4% 0.0%1 0.0%1 0.0% 0.0% 0.0% 0.0%1 100.0%1 100.0%
511 511 1 511 I 511 511 1 511 I 511
100.0% 100.00/o i 100.0% 100.0% 100.0% 100.0%1 100.0% I

16. Vista Plaza Dr _La Plata Dr and Via Piedra Blanca
Combined Both Directions
Thursday, April 18, 2024
Start nme 5-14 I 15-19 20-24 I 25-29 30-34 35-39 I 40-44 12:00:00 AM 0 0
: I 0 0
~I 0
1:00:00 AM o l 0 0 0 T 0
2:00:00 AM 0 0 o ' 0 0 0 0
3:00:00 AM 0 0 1 1 0 0 0
4:00:00 AM 0 0 0 1 1 o , 0 0
5:00:00 AM 0 0 Oi 0 1 0 0
6:00:00 AM 0 1 1 5 3 I 0 0
7:00:00 AM 2 2 5 12 6 2 I 0
8:00:00 AM 1 5 9 1 21 11 1 0 0
9:00:00 AM 0 1 12 9 20 5 1
10:00:00 AM o I 0 3 12 11 2 0
11:00:00 AM
~ I 2 s I 19 7 3 I
12:00:00 PM 3 11 I 21 6 1 0
1:00:00 PM 0 l 2 5 4 1 1 0
2:00:00 PM 2 2 9 1 13 4 5 0
3:00:00 PM
~ I 2 9 31 12 I 2 o
4:00:00 PM 5 10 I 18 7 3 I
5:00:00 PM 0 3 9 12 8 3 0
6:00:00 PM -- 2 I 4 3 19 9 0 0
7:00:00 PM o 1 5 4
:1 3 0
8:00:00 PM 0 o 2 6 3 0
9:00:00 PM 0 o 2 3 1 0 0
10:00:00 PM 0 o 0 1 3 0 0
11:00:00 PM 0 0 2 I 5 1 0 0
DAY TOTAL 111 32 102 218 120 34 3
PERCENTAGE 2.1% 6.2% 19.6% 41.9% 23.1% 6.5% 0.6%
CUMULATIVE 11 43 145 1 363 483 517 1 520
PERCENTAGE 2.1% 8.3% 27.9% 69.8% 92.9%1 99.4% 100.0%
15th Percentile 21 Mean Speed Average 27
50th Percentile 27 10 MPH Pace Speed 25-34
85th Percentile 32 Number In Pace 338
95th Percentile 36 Percent in Pace 65%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 1 0.2%
0 0 ' 0 0 0 0 0 2 0.4%
0 0 0 0 0 0 0 0 0.0%
Q I o l 0 0 o , 0 0 2 0.4%
0 o I 0 0 0 0
~I 1 I 0.2%
0 0 0 0 0 t 0 1 0.2%
0 0 0 0 0 0 0 10 1.9%
0 0 1 0 0 0 0 0 29 ! 5.6% - o I 0 o l 0 0 0 o ' 47 9.0% 0 0 o , 0 0 0 0 48 9.2%
0 o , 0 0 0 0 0 28 5.4%
0 0 0 1 0 0 1 0 0 37 7.1%
0 0 0 0 0 0 0 44 8.5%
0 0 0 0 0 0 0 13 2.5%
o o o 0 o o 0 35 6.7%
0 0 0 I o o 0
~ I 56 10.8% 0 0 o I 0 0 0 46 8.8%
0 0 0 0 0 0 0 i 35 6.7%
0 0 0 0 0 0 I 0 37 7.1%
0 0 0 0 0 0 0 15 1 2.9%
o 0 o I 0 a I o 0 15 2.9%
0 0 0 0 o I a l 0 6 1.2%
0 1 o 0 0 a I 0 I 0 4 I 0.8%
0 0 o I 0 o I 0 0 8 1.5%
01 0 o 0 01 01 0 520 100.0%

0.0%: 0.0% 0.0% 0.0% 0.0%1 0.0% 0.0% 100.0%1 100.0%
s20 I 520 I s20 I 520 s20 I s20 I 520 I
100.0% 100.0% 100.0%, 100.0% 100.0%, 100.0%! 100.0% I

16. Vista Plaza Dr_La Plata Dr and Via Piedra Blanca
Combined Both Directions
Saturday, April 20, 2024
Start Time 5-14 I 15-19 20-24 25-29 30-34 I 35-39 I 40-44 12:00:00 AM 0 0 1 0
~, 0 0
1:00:00 AM 0 0 0 0 o I 0
2:00:00 AM 0 I 0 0 0 0 o I 0
3:00:00 AM 0 0 1 1 0 o l 0
4:00:00 AM a o I 0 a 0 I ~
, a
5:00:00 AM o I D 0 0 1 I 1
6:00:00 AM 0 0 1 2 2 I 0
7:00:00 AM 0 0 0 2 4 a 0
8:00:00 AM
~ I 0 1 8 3 0 0
9:00:00 AM 2 8 20 4 1 0
10:00:00 AM a 2 3 17 8 ' 0 1
11:00:00 AM 2 3 4 16 u j 2 0
12:00:00 PM 0 2 5 13 7 I , 0
1:00:00 PM 1 3 9 1 14 6 2 2
2:00:00 PM 2 2 4 7 12 2 0
3:00:00 PM 1 0 8 13 22 1 0
4:00:00 PM 1 1 9 11 11 1 1
5:00:00 PM 0 1 6 I 14 4 4 0
6:00:00 PM 2 0 8 15 6 0 0
7:00:00 PM 0 3 0 3
~I ~ I a
8:00:00 PM 0 1 2 5 a
9:00:00 PM a 1 I 1 6 4 I 0 I I
10:00:00 PM 1 1 5 1 2 0 D
11:00:00 PM D 0 3 3 1 o I D
DAY TOTAL 11 221 79I 171 119' 1s1 6
PERCENTAGE 2.6% 5.2% 18.6%1 40.3% 28.1%i 3.s%I 1.4%
CUMULATIVE 11 33 112 283 402 411 I 423
PERCENTAGE 2.6% 7.8%1 26.4% 66.7% 94.8%1 98.3% 99.8%
15th Percentile 21 Mean Speed Average 27
50th Percentile 27 10 MPH Pace Speed 25-34
85th Percentile 32 Number In Pace 290
95th Percentile 34 Percent in Pace 68%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 1 70-74 75+ TOTAL %VEHICLES 0 D 0 0 0 0 Q I 2 0.5%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 2 0.5%
a 0
~ I 0 0 O I 0 0 0.0% ol 0 0 D D a 3 0.7%
0 0 0 0 0 0 0 5 1.2%
a , 0 0 0 0 a o , 6 1.4%
0 ~I 0 0 0 0 ~ I 12 2.8%
0 0 0 0 0 36 8.5%
0 a a a 0 0 a , 31 7.3%
0 ~ I 0 0 o I 0 1 o l 40 9.4%
0 0 0 0 0 0 28 6.6%
0 0 , 0 0 0 0 0 37 8.7%
0 a 0 I 0 0 0 0 29 6.8%
a
~ I ~ I 0 0 0 0 45 10.6%
0 0 0 0 0 35 8.3%
0 0 a I 0 0 0 I 0 29 6.8%
1 0 o I 0 0 0 D 32 7.5%
0 a 0 ' 0 0
~I 0 12 2.8%
0 0 0 0 0 D 10 2.4%
0 0 D 0 0 a I D 13 3.1%
0 D 0 0 0 0 0 10 2.4%
a D 0 0 0 0 0 7 1.7%
l 0 0 0 0 OJ 0 424 100.0%

0.2%1 0.0% 0.0% 0.0% 0.0% 0.0%1 0.0% 100.0%I 100.0%
424 1 424 424 424 424 1 424 424
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% I

17. Via Larga_La Plata Dr and La Plata Dr
Combined Both Directions
Wednesday, April 17, 2024
Start n me 5-14 I 15-19 I 20-24 25-29 30-34 I
12:00:00 AM 0 0 0 0 0
1:00:00 AM a l 0 0 0 0
2:00:00 AM 0 0 o I 0 0
3:00:00 AM 0 I 0 I I 0 o ,
4:00:00 AM Q I 0 0 0 0
5:00:00 AM 0 0 3 I 0
6:00:00 AM 0 I 2 I 6 0
7:00:00 AM 0 1 I 2 2 2
8:00:00 AM I I
: I 4 0
9:00:00 AM a l 0 3 3
10:00:00 AM a l 3 6 5 I
11:00:00 AM 3 3 5 5 I
12:00:00 PM I I 0 5 5 3
1:00:00 PM 0 3 5 2 0
2:00:00 PM a l 0 7 4 2
3:00:00 PM 3 5 5 2 0
4:00:00 PM a l 3 3 5 5
5:00:00 PM o l 4 2 4 I
6:00:00 PM 0 I 2 2 s 0
7:00:00 PM 0 1 ~I 0 I I
8:00:00 PM I 2 0 I
9:00:00 PM o l 0 0 I 2 I
10:00:00 PM o I 0 o I 0 0
11:00:00 PM Q I 0 0 ! 0 Q I
DAY TOTAL 91 261 57 56 21 1
PERCENTAGE 5.2%1 15.1% 33.1% 32.6% 12.2%1
CUMULATIVE 9 35 92 1 148 169 1
PERCENTAGE 5.2%1 20.3% 53.5% 86.0% 98.3%,
15th PercenWe 17 Mean Speed Average
50th Percentile 23 10 MPH Pace Speed
85th Percentile 29 Number in Pace
95th Percentile 33 Percent in Pace
35-39 I 40-44
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0 - '-
0 0
0 0
0 0
0 0
0 0
2 0
0 0
1 1 0
0 0
0 0
0 1 0
0 0
0 0
a , 0
3 0

1.7%1 0.0%
172 I 172
100.0% 100.0%
24 20-29
113
66%
Project# SC4508
PREPARED BY: AimTD 714 253 788B [email protected]
45-49 50-54 1 55-59 60-64 65-69 70-74 75+ i TOTAL %VEHICLES 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 o , 0 0 0.0%
0 1 0 0 1 0 0 0 0 0 1 0.0%
o, 0 o I 0 0 Q I 0 ' I 0.6%
0 0 0 T 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 4 2.3%
0 0 o I 0 0 0 0 9 5.2%
0 0 a l 0 0 0 0 7 4.1%
0 1 0 0 0 0 01 0 1
1~ I 4.7% 0 0 o I 0 0 0 0 1 6.4%
OI 0 o I 0 0 ol 0 15 I 8.7%
ol
~ I o I 0
~I o l 0 17 9.9%
0 1 o I 0 0 1 0 14 8.1%
o l 0 0 0 0 al 0 10 5.8%
0 ol 0 0 0 0 0 13 7.6%
0 ~I 0 0 0 0 0 17 9.9%
0 0 I 0 0 0 0 16 I 9.3%
o I 0 0 0 o' 0 0 12 7.0%
a l o I 0 0 0 0 ! 0 9 5.2%
~I 0
~ I 0 0 0 0 2 1.2%
0 0 0 0 0 4 2.3%
0 0 0 0 0 0 • 0 3 1.7%
a l 0 0 0 0 0 D I 0 0.0%
0 1 0 o I 0 0 0 0 o I 0.0%
01 0 01 0 01 0 0 172 100.0%

0.0%1 0.0% 0.0% 0.0% 0.0% 0.0%1 0.0% 100.0%1 100.0o/,
172 1 172 172 172 172 1 172 172
100.0% 100.0% 100.0%, 100.0% 100.0% 100.0% 100.0%1 I

17. Via Larga_La Plata Dr and La Plata Dr
Combined Both Directions
Thursday, April 18, 2024
Startnme 5-14 15-19 I 20-24 25-29 30-34 !
12:00:00
1:00:00 AM
AM 0
0 0
0 0
0 0
0 ~
, 2:00:00 AM 0 o I 0 0 o l
3:00:00 AM 0 1 I 0 0 o I -
~ I 4:00:00 AM 0
~ I 0 0
5:00:00 AM 0 2 0
6:00:00 AM 0 2 I 3 1 0
7:00:00 AM 0 3 3 1 1
8:00:00 AM 0 2 4 4 1
9:00:00 AM 0 3 1 4 0
10:00:00 AM 0 4 1 2 I 1 3 I
11:00:00 AM 1 1
~ I 5 0
12:00:00 PM 0 3 1 1
1:00:00 PM 2 2 3 I 3 1 I 2:00:00 PM 2 5 1 I 4 ii 3:00:00 PM 1 1 2 3 1 1 4:00:00 PM 0 I 2 I 5 3 ' 5:00:00 PM 0 1 0 3 I 7 3 I
6:00:00 PM 2 0 i I 7 1
7:00:00 PM 2 2 2 2 1
8:00:00 PM 0 1 a l 3 a l
9:00:00 PM 0 1 1 2 0 1
10:00:00 PM 0 2 o I 1 o l
11:00:00 PM o ' 0 0 2 o ,
DAY TOTAL 10 35 35 56 171
PERCENTAGE 6.5%1 22.6%1 22.6% 36.1% 11.0%1
CUMULATIVE 10 45 80 136 153
PERCENTAGE 6.5% 29.0% 51.6% 87.7% 98.70/of
15th Percentile 16 Mean Speed Average
50th Percentile 24 10 MPH Pace Speed
85th Percentile 29 Number in Pace
95th Percentile 32 Percent in Pace
35-39 I ~
,
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 1
o I
0 0
0 0
0 2,

1.3%
155 I
100.0%
Project# SC4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
40-44 45-49 I 50-54 55-59 60-64 65-69 70-74 I 75+ I TOTAL %VEHICLES 0 0 0 0 0
~I
~, o I 0 0.0%
0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0 0.0%
0 0 o I 0 0 0 0 1 0 1 0.6%
0 0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 3 1.9%
0 0 0 o I 0 0 0 0 6 3.9%
0 0 0 0 0 0 0 0 a 5.2%
0 0 0
~ I 0 0 0 0 11 7.1%
0 0 0 0 0 0 a I a 5.2%
0 0 0 0 0 0 o I 0 10 6.5%
0 0 0 0 0
~ I 0 0 11 7.1%
0 0 0 0 0 0 0 7 4.5%
0 0 0 0 0 a l 0 0 11 7.1%
0 0 0 0 0 0 0 ' 0 13 8.4%
0 0 0 0 0
~ I 0 0
1~ I 5.2%
0 0 0 0 I 0 ol 0 7.1%
0 0 0 0 0 0 o I 0 14 9.0%
0 0 0 o I 0 0 o I a l 11 I 7.1%
0 0 0 a I 0 0 0 o ' 9 5.8%
0 0 0 0 0 0 0 1 a l 4 2.6%
0 0 0 0 0 0 0 0 4 2.6%
0 0 0 0 0 0 0 1 0 ' 3 1.9%
0 0 o I 0 0 o I 0 0 2 I 1.3%
0 0 01 01 0 01 o, 0 155 100.0%

0.0% 0.0% 0.0%I 0.0% 0.0% 0.00I,I 0.00/a 0.0% 100.00/a 100.0% 155 155 155 1 155 155 155 1 155 155
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.001ol I 23 20-29
91 59%

17. Via Larga_La Plata Dr and La Plata Dr
Combined Both Directions
Saturday, April 20, 2024
Start nme 5-14 I 15-19 I 20-24 25-29 30-34
12:00:00 AM 0 0 ' 0 0 0
1:00:00 AM 0 0 I 0 0 0
2:00:00 AM 0 0 I 0 0 0
3:00:00 AM 1 1 0 0 0
4:00:00 AM 0 o I 0 0 o I 5:00:00 AM 0 0 0 0 0
6:00:00 AM 0 0 1 0 D
7:00:0D AM 0 D 1 3 D
8:00:00 AM 0 1 4 3 2
9:00:00 AM ii 1 1 5 2
10:DD:DD AM D 4 4 8 3
11:DD:DD AM D 3 4 8 2
12:00:DD PM D 1 2 5 D
1:00:00 PM 1 0 7 7 2
2:0D:00 PM 0 2 4 2 2
3:00:00 PM 0 4 1 2 0
4:DD:DD PM 0 D 1 8 3
5:DD:00 PM 0 1 0 4 0
6:DD:00 PM 0 1 2 2 2
7:00:00 PM 0 1 ! i 1 a l
8:00:00 PM D 0 0 1
9:DD:D0 PM D 0 1 0 1
1D:DD:D0 PM D 0 1 2 D
11:00:D0 PM D D D I 1 1
DAY TOTAL 3 20 40 61 211
PERCENTAGE 2.0% 13.3% 26.7% 40.7% 14.0o/o l

CUMULATIVE

2.0~.I
23 42.:J
124 145 1
PERCENTAGE 15.3% 82.7% 96.7%
15th Percentile 19 Mean Speed Average
50th Percentile 26 10 MPH Pace Speed
85th Percentile 30 Number in Pace
95th Percentile 33 Percent in Pace
35-39 I 40-44
0 0
0 0
0 0
o l 0
~ I 0
0 D D
D D
1 0
0 0
2 1
D D
D D
1 0
0 0
0 0
0 0
0 0
D D
0 0
0 0
D D
D I D
D ' D
4 1

2.7%1 0.7%
149 150

99.3%, 100.0%
25 20-29
101
67%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 ~
,

0.0%
0 0 0 0 0 0 0 ' 0.0%
0 0 0 0 0 0 0 1 0 ' 0.0%
0 o , 0 1 0 o I 0 0 1 2 1.3%
~ I ~I 0 0 0
~ I o I o I 0.0%
0 0 0 0 0 0.0%
0 D D D D D D 1 D.7%
0 D 0 D o , D I o1 4 2.7%
0 0 0 0 0 0
~I 11 7.3%
0 0 a, 0 0 D 10 6.7%
D I D D D D D ol 22 14.7%
0 D D 0 D D D 17 11.3%
D D D D D D I D 8 5.3%
0 D 0 0 0 0 0 18 12.0%
0 o, 0 0 0 0 0 10 6.7%
0 0 0 0 0 0 0 7 4.7%
0 D 0 0 0 0 0 12 8.0%
0 D 0 0 o' 0 0 ' 5 3.3%
0 0 0 I 0 0 0 0 I 7 4.7%
0 0
~ I 0 0 0 a I s I 3.3%
0 0 0 D 0 D 4 2.7%
D D 0 D D 0 0 2 1.3%
D 0 D 0 D 0 D 3 2.D%
D 0 D I 0 o I 0 • D 2 I 1.3%
0 0 o, 0 0 0 o' 150 100.0%

0.0% 0.0% 0.0°1.1 0.0% 0.0% 0.0% 0.0%1 100.0% 100.0o/i
150 150 : 150 I 150 150 I 150 150
100.0% 100.0%1 100.0% 100.0% 100.0% 100.0% 100.0% I

18. La Estrada Drive_ Via Piedra Roja and Los Osos Dr
Combined Both Directions
Wednesdav, April 17, 2024
Start Time 5-14 I 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM
~, ~ I
0 a 0 a 0
1:00:00 AM 0 a 0 a 0
2:00:00 AM 0 a 0 0 0 a 0
3:00:00 AM 0 1 a I 0 0 0 0 0
4:00:00 AM 0 a 0 a o I
~ I
0 5:00:00 AM 0 a 0 a 0 0
6:00:00 AM 0 2 6 a 0 0 0
7:00:00 AM a 4 4 ! a 0 a 0
2 1
1~ I I 8:00:00 AM 12 a 0 a I 0
9:00:00 AM 41 8 a 0 a 0
10:00:00 AM a 12 6 4 0 0 0
11:00:00 AM 2 14 6 2 a 0 a 12:00:00 PM 6 10 6 0 a 0 0 - 1:00:00 PM a 12 6 0 0 a 0 2:00:00 PM 0 8 4 a 0 a 0
3:00:00 PM 4 2 8 a a 0 0
4:00:00 PM 0 6 8 0 a 0 0
5:00:00 PM 2 a a 0 a 0 0
6:00:00 PM a 2 2 a 0 a 0
7:00:00 PM a 6 8 a 0 a 0
8:00:00 PM a 4 I 2 I a a a 0
9:00:00 PM 0 2 0 a 0 a 0
10:00:00 PM 0 2 a a 0 0 0
11:00:00 PM 0 0 1 a · 0 0 o I 0
DAY TOTAL 20 106) 82 6 O! a' a PERCENTAGE 9.3% 49.5% 38.3%1 2.8% 0.0% O.Oo/0 1 0.0% CUMULATIVE 20 I 126 1 208 214 214 214 I 214
PERCENTAGE 9.3% 58.9% 97.2%/ 100.0% 100.0% 100.0%1 100.0% 15th Percentile 15 Mean Speed Average 18
50th Percentile 18 10 MPH Pace Speed 15-24
85th Percentile 22 Number in Pace 188
95th Percentile 24 Percent in Pace 88%
Project# SC4508
PREPARED BY: AlmTD 714 253 7B8B [email protected]
45-49 I 50-54 : 55-59 I 60-64 65-69 70-74 75+ r TOTAL %VEHICLES a 0 a a 0 a a a 0.0%
a 0 0 a 0 0 0 a 0.0%
0 0 0 a 0 0 a a 0.0%
0 0 0 0 0 0 0 0 0.0%
a 0 0 a 0 I a a 0.0%
a I 0 0 a 0 0 a I a 0.0%
0 0 0 0 0 0 0 8 3.7%
0 0 a a 0 a 0 8 3.7%
a I I 0
~ I
a 0 0 0 20 9.3%
0 0 a 0 0 a 22 10.3%
a a 0 a 0 0 a 22 10.3%
0 ' a a a a a 0 24 11.2%
a 0 a a a a 0 22 10.3%
o I 0 0 0 o I a 0 18 8.4%
a 0 0 a 0 0 a 12 ! 5.6%
~I 0 a 0 a 0
~I 14 6.5%
0 a 0 a 0 14 6.5%
0 0 a 0 a a a l 2 0.9%
a 0 0 0 0 a a 4 1.9%
a 0 0 a a a I a 14 6.5%
a 0 a a 0 a 0 6 2.8%
a a 0 a 0 a 0 2 0.9%
a 0 0 a a a 0 2 0.9%
a 0 0 a 0 a 0 a 0.0%
a a a) a a a a) 214 100.0%

0.0%1 0.0% 0.0%1 0.0% 0.0%, 0.0% 0.0%! 100.0% 100.0'¾
214 1 214 214 214 214 1 214 1 214 I
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% I

18. La Estrada Drive_Via Piedra Roja and Los Osos Dr
Combined Both Directions
Thursday, April 18, 2024
Start nme 5-14 I 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 1 0 0 0 0 o I 0
1:00:00 AM a 1 1 1 0 0 a 0
2:00:00 AM 0 1 0 0 0 0 0
3:00:00 AM 0 0 0 0 0 0 0
4:00:00 AM 0 2 I 1 1 0 0 0
5:00:00 AM 0 1 2 0 0 0 0
6:00:00 AM 0 1 4 1 1 0 0
7:00:00 AM 2 4 4 1 0 0 0
8:00:00 AM
~ I 7 9 6 1
: I 0
9:00:00 AM 9 9 1 2 0
10:00:00 AM 1 6 I 7 3 0 o I 0
11:00:00 AM 2 5 ' 6 7 2 0 0
12:00:00 PM 2 8 I 5 3 2 0 0
1:00:00 PM 0 7 7 1 0 2 0
2:00:00 PM 0 1 5 I 1 1 0 0
3:00:00 PM 3 4 9 3 0 0 0
4:00:00 PM 2 4 9 1 2 0 0
5:00:00 PM 3 3 9 1 1 0 0
6:00:00 PM 0 6 7 3 2 0 0
7:00:00 PM 0 5 1 1 3 0 0
8:00:00 PM 0 3 4 4 2 0 0
9:00:00 PM 2 2 1 1 1 0 0
10:00:00 PM 0 3 2 1 0 0 0
11:00:00 PM 0 1 2 1 2 1 1 0
DAY TOTAL 19 84 104 42 21 SJ 0
PERCENTAGE 6.9% 30.5% 37.8%1 15.3% 7.6% 1.8% 0.0%
CUMULATIVE 19 1 103 207 249 270 I 275 275
PERCENTAGE 6.9% 37.5% 75.3% 90.5% 98.2% 100.0°J 100.0%
15th Percentile 15 Mean Speed Average 21
50th Percentile 21 10 MPH Pace Speed 15-24
85th Percentile 27 Number in Pace 188
95th Percentile 32 Percent in Pace 68%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 70-74 75+ TOTAL I %VEHICLES ~I ~I 0 0 0 0 0 1 0.4%
0 a 0 1 0 I 0 2 0.7%
0 , 0 1 0 a 0 0 0 1 0.4%
0 0 0 0 0 0 0 a 0.0%
0 0
~ I 0 0 0 0 4 1.5%
0 0 0 0 0 0 3 l.1°A:i
0 o I 0 0 0 o I o' 7 2.5%
0 0 0 0 0 0 1 0 11 4.0%
0 0 0 0 0 ~ -, 0 24 8.7%
0 o I 0 0 0 0 23 8.4%
0 0 0 0 0 0 0 17 6.2%
0 ~I o l 0 0 0 ~ I 22 8.0%
0 0 0 0 0 20 7.3%
0 0 0 0 0 0 o I 17 6.2%
0 0 0 0 o I 0 0 8 2.9%
0 0 0 0 o I 0
~ I 19 6.9%
o I 0 0 0 o I 0 18 6.5%
0 0 0 0 0 0 0 17 6.2%
0 I 0 0 0 0 0 0 18 6.5%
0 0 a 0 0 a 0 10 3.6%
a 0 0 0 0 0 0 13 4.7%
0 0 0 0 0 0 0 7 2.5%
0 0 0 0 0 Q I o I 6 2.2%
0 0 0 0 0 0 I 0 7 2.5%
0 0 0 0 OI o, 0 275 100.0%

0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%1 100.0% 100.0%
275 1 275 l 275 275 275 1 275 I 275 '
100.0% 100.0% 100.0% 100.0% 100.0% 100.0% 100.0% I

18. La Estrada Drive_ Via Piedra Roja and Los Osos Dr
Combined Both Directions
Saturday, April 20, 2024
Start nme I 5-14 I 15-19 20-24 25-29 30-34 35-39 40-44 I 12:00:00 AM
~ l o ' 1
~I 0 0 0
1:00:00 AM I 0 1 0 0 0 0
2:00:00 AM 0 0 0 0 : 0 0 0
3:00:00 AM o I I 0 o l 0 0 0
4:00:00 AM 0
~I 0 o I
~, 0 0
5:00:00 AM I I 1 0 0
6:00:00 AM 0 I 1 2 I I 0 0 0 I
7:00:00 AM I I 7 2 0 : I I 0 o I
B:00:00 AM I ! I 5 I
~I I I 0 0 1 9:00:00 AM ' 10 3 0 0 O I
10:00:00 AM I 3 I 4 5 4 0 0 o•
11:00:00 AM I ~I 2 I 6 1 3 0 o I
12:00:00 PM 6 7 4 o I J 0
1:00:00 PM 4 9 5 I 3 0 0
2:00:00 PM 3 I 11 12 3 I 2 1 0
3:00:00 PM 2 5 4 0
~I 0 0
4:00:00 PM ' 4 I 8 4 2 0 0
5:00:00 PM J 2 4 I 13 4 1 I \ 0 0
6:00:00 PM 0 5 6 2 I 0 0 1
7:00:00 PM I
~, 4 2. 2 I o I 0 0 1
8:00:00 PM 3 4 " I 0 0 al 9:00:00 PM o l 2 1 1 ' 1 0 0
10:00:00 PM o• 1 .1 1 o I o I 0 o I 11:00:00 PM o I 1 2 o · 1 0 0 1 DAY TOTAL 2s1 90, 82 321 14 2 1
PERCENTAGE 10.2%! 36.6% 33.3% 13.0%1 5.7% 0.8% OA%i
CUMULATIVE 25 115 1 197 229 1 243 245 246
PERCENTAGE 10.2% 46.7% 80.1% 93.1% 98.8% 99.6% 100.0%
15th Percentile 15 Mean Speed Average 20
Soth Percentile 19 10 MPH Pace Speed 15-24
85th Percentile 26 Number In Pace 172
95th Percentile 31 Percent in Pace 70%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 50-54 I 55-59 60-64 I 65-69 70-74 75+ TOTAL %VEHICLES ~I ~ I 0 ~ I o I 0 0 1 0.4%
0 0 I 0 0 0 0.0%
0 o I 0 0 1 0 o I 0 0 0.0%
0 0 I 0 0 o , 0 1 0 1 0.4%
0 0 0 ~
, 0 0 0 0 0.0%
0 0 0 0 0 0 4 1.6%
0 0 0 O I Q I 0 0 4 1.6%
o I o I 0 0 I 0 o I 0 11 4.5%
0 o I a 0 0 1 a I 0 9 3.7%
o I Q I 0 0 I 0 0 0 17 6.9%
o l o I 0 0 J 0 0 1 0 16 6.5%
0 0 0 0 I 0 0 0 13 5.3%
0 0 0 0 o I 0 0 1B 7.3%
0 I o I 0 0 1 o ' 0 0 22 8.9%
o I o I 0 0 0 1 o ' 0 32 13.0%
0 o I 0
~ I 0 0 0 12 4.9%
0 J 0 0 0 o I 0 18 7.3%
o I 0 0 o I o \ 0 0 24 9.8%
o I 0 0 0 o I Q I 0 14 5.7%
0 o, 0 0 1 o I 0 1 0 8 3.3%
o , 0 0 0 0 1 0 1 0 11 4.5%
o I o I 0 0 0 0 0 5 2,0%
0 0 0 o I 0 o I 0 2 0.8%
O ' 0 0 O I 0 0 0 4 1.6%
01 01 0 01 o\ or 0 246 100.0%

0.0%! 0.0%\ 0.0% 0.0%1 0.0% 0.0% 0.0% 100.0% 100.0%
246 I 246 1 246 246 I 246 1 246 246
100.0% 100.0%, 100.0% 100.0%! 100.0% 100.0%1 100.0o/o

19. Via Piedra Blanca_Vista Plaza Dr and Los Osos Dr
Combined Both Directions
Wednesday, April 17, 2024
Start Time 5-14 15-19 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 0 0 0 0
~ I 0 0
1:00:00 AM 0 0 0 0 0 0
2:00:00 AM 0 0 0 ' 0 0 0 0
3:00:00 AM 0 I 0 0 0 0 . Q I 0
4:00:00 AM 0 0 1 1 0 I 0 0
5:00:00 AM 0 0 0 0 0 0 ' 0
6:00:00 AM 1 3 I 0 0 1 0 0
7:00:00AM 1 1 6 1 10 4 0 0 0
8:00:00 AM 1 I 7 15 4
~ I 0 0
9:00:00 AM 3 I 7 7 3 0 0
10:00:00 AM 1 8 4 6 1 0 0
11:00:00 AM 3 12 11 3
~ I 0 0
12:00:00 PM 4 15 16 8 0 0
1:00:00 PM 3 8 15 I 4 0 0 0
2:00:00 PM 1 I 12 19 11 2 I 0 0
3:00:00 PM 6 13 13 7 ! I 0 I 0
4:00:00 PM 4 8 20 , 8 0 I 0
5:00:00 PM 3 I 3 15 ' 7 1 ' 0 0
6:00:00 PM 2 I 7 8 5 1 0 0
7:00:00 PM 1 6 5 4 0 0 0
8:00:00 PM 0 3 6 3 0 0 0
9:00:00 PM 0 ' 2 6 3 0 0 0
10:00:00 PM o I 1 4 1 l 0 I 0
11:00:00 PM o I 0 0 I 0 0 0 0
DAY TOTAL 341 121 1751 82 13 j 0 0
PERCENTAGE 8. · 28.5%1 41.2°,.I 19.3% 3.1%1 0.0% 0.0%

CUMULATIVE

8.~/4,1
155 1 330 I 412 425 1 425 425
PERCENTAGE 36.5% 77.6%, 96.9% 100.0% 100.0% 100.0%
15th Percentile 15 Mean Speed Average 21
50th Percentile 21 10 MPH Pace Speed 15-24
85th Percentile 26 Number in Pace 296
95th Percentile 28 Percent In Pace 70%
Project# SC4508
PREPARED BY: AimTD 714 2S3 7888 [email protected]
45-49 50-54 55-59 60-64 65-69 I 70-74 I 75+ TOTAL 1 %VEHICLES 0 0 0 0 0 o I 0 0 0.0%
0 0 0 0 0 o I 0 0 0.0%
0 o I 0 0 0 1 0 0 0 0.0%
0 0 0 0 0 0 ' 0 0 0.0%
0 0 0 0 0
~ I 0 2 0.5%
0 0 0 0 0 o I 0 0.0%
0 0 0 0 0 0 0 5 1.2%
0 0 0 0 0 0 0 21 4.9%
0 0 0 0 0 0 0 29 6,8"/4,
0 0 0 0 0 0 0 20 4.7%
0 0 0 0 o I 0 a I 20 ; 4.7% ·•
~ I 0 0 0 0 o I 0 29 I 6.8%
0 0 0 0 0 0 44 10.4%
0 0 0 0 0 0 o l 30 7.1%
0 0 0 0 0 0 o l 45 10.6%
0 0 0 0 0 0 Q I 42 9.9%
0 0 0 0 0 0 0 41 9.6%
0 0 0 0 0 0 0 . 29 6.8%
0 0 0 0 0 o I o l 23 5.4%
0 0
~I 0 0 0 o I 16 3.8%
0 0 0 0 I 0 i 12 2.8%
0 0 0 : 0 0 a l o I 11 2.6%
0 0 0 ' 0 0 0 I 6 1.4%
0 0 0 0 0 o l 0 1 0 1 0.0%
01 Oi I 0 0 0 0 425 100.0%

0.0%1 0.0% o.oo/o l 0.0% 0.0% 0.0% 0.0%, 100.0% 100.0%
425 1 425 425 1 425 425 I 425 425
100.0% 100.0% 100.0% 100.0% 100.0% 100.0%, 100.0%

19. Via Piedra Blanca_Vista Plaza Dr and Los Osos Dr
Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 20-24 I 25-29 30-34 I 35-39 40-44 12:00:00 AM 0 l 0 0 0 o I 0
1:00:00 AM 0 ii 1 I 0 0 0
2:00:00 AM I 0 0 0 0 0 ! 0
3:00:00 AM l I l 0 0 0 0 0
4:00:00 AM Q I O I 0 l 0 0 0
5:00:00 AM l I 0 ol I 0 0 0
6:00:00 AM 0 2 2 1 o I 0 0
7:00:00 AM 2 7 13 5 0 0 0
8:00:00 AM
: I 3 1 19 1 5
~ I 0 0
9:00:00 AM 7 15 9 0 , 0
10:00:00 AM 4 1 4 11 6 0 0 0
11:00:00 AM 1 ' 17 1 5 2 0 0 0
12:00:00 PM 3 I 8 19 5 0 0 0
1:00:00 PM 4 I 6 10 1 1 , 0 0
2:00:00 PM 2 I 5 13 I 7 0 o I 0
3:00:00 PM 1
1~ I 28 1 8 ~
, 0 0
4:00:00 PM 2 16 8 DI 0
5:00:00 PM 2 I 7 8 5 0 o I 0
6:00:00 PM 0 9 1 8 8 1 I o ' 0
7:00:00 PM
~ I ! I 7 4 o I
~ I 0
8:00:00 PM 7 5 2 0
9:00:00 PM o , o ' 4 ' 2 0 o ' 0
10:00:00 PM 0 j 0 2 0 0 o, 0
11:00:00 PM 1 I 0 3 1 0 1 0 0
DAY TOTAL 32 1 101 191 85 7 01 0
PERCENTAGE 7,7% 24.3% 45.9% 20.4% 1.7% \ 0.0% 0.0%
CUMULATIVE 32 133 324 409 416 1 416 416
PERCENTAGE 7.70;) 32.0% 77.9% 98.3% 100.0%, 100.0% 100.0% 15th Percentile 16 Mean Speed Average 21
50th Percentile 21 10 MPH Pace Speed 15-24
85th Percentile 26 Number in Pace 292
95th Percentile 19 Percent in Pace 70%
Project# SC45D8
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 l 50-54 1 55-59 60-64 65-69 I 70-74 I 75+ I TOTAL I %VEHICLES o' 0 O I 0 0
~ I
0 1 l 0.2%
o I 0 I o I 0 o, 0 3 I 0.7%
0 1 0 0 I 0 0 0 o I l 0.2%
0 o I 0 0 o I 0 0 2 0.5%
0 0 1 0 0 Q I
~ I
0 I 0.2% I
0 0 o, 0 0 0 2 0.5%
0 0 0 I 0 0 o l o , 5 1.2%
o I 0 o I 0 o I 0 ' o I 27 I 6.5%
o l 0 0 0 0
~ I
0 29 1 7.0%
0 0 0 0 ol 0 1 33 7.9%
o I o I 0 I 0 0 o , 0 J 25 6.0%
o ' o j o I 0 0 0 ' 0 25 6.0%
ol 0 I 0 0 o I 0 0 35 I 8.4%
o I o I 0 0 o I 0 j 0 22 5.3%
o , o I 0 0 0 I 0 0 27 6.5%
0 I o I o' 0 o I
~, o I 45 10.8%
o I 0 o I 0 o\ 0 36 8.7%
o I 0 0 0 o I o I 0 J 22 I 5.3%
0 0 o I 0 0 1 o j 0 J 26 6.3%
O I
~ I
0 0 o I o I 0 17 I 4.1%
0 ! 0 0 0 0 o I 19 4.6%
0 1 o l 0 1 0 o I 0 0 6 1 1.4%
o I 0 o I 0 0 o I o I 2 I 0.5%
o I o I 0 ' 0 0 o I o I 5 J.2%
0 o; OJ 0 01 01 01 4161 100.0%

0.0% 0.0%1 0.0%1 0.0% 0.0%/ 0.00,1,I 0.0%1 100.0% 100.0% 416 416 416 I 416 416 1 416 I 416 1
100.0% 100.0%1 100.0% 100.0% 100.0%1 100.0%) 100.0% I

19. Via Piedra Blanca_Vista Plaza Dr and Los Osos Dr
Combined Both Directions
Saturday, April 20, 2024
Start nme 5-14 1s-19 I 20-24 25-29 30-34 35-39 40-44
12:00:00 AM 1 1 I 1 1 0 o I 0 0 I oi 1:00:00 AM 0 I 0 0 0 0 0 2:00:00 AM 0 o I 0 0 o I 0 0
3:00:00 AM 1 0 0 j 0 0 0 I 0
4:00:00 AM 0 0 0 0 o ' 0 1 0
5:00:00 AM 0 0 0 1 J 0 0 0
6:00:00 AM 0 2 1 ' 1 0 I 0 0
7:00:00 AM 0 I 1 1 4 1 0 o I 0
8:00:00 AM 1 I 4 6 3 0 0 J 0
9:00:00 AM 7 10 J 10 7 0 0 0
10:00:00 AM 1 13 9 1 0 o I 0
11:00:00 AM 4 I 8 18 I 6 0 0 0
12:00:00 PM 1 7 3 I 4 0 0 0
1:00:00 PM 1 5 I 13 ' 4 3 0 0
2:00:00 PM 2 I s 11 1 5 1 I 0 0
3:00:00 PM 2 14 I 12 11 1 I
~I 0
4:00:00 PM 2 8 10 I 7 3 0
5:00:00 PM s 6 7 I s 2 I 0 0
6:00:00 PM 0 ! 5 1 11 1 1 0 o l 0
7:00:00 PM 1 I I I : I 0 0 1
~ I 0
8:00:00 PM 2 I 2 0 0
9:00:00 PM o I 2 I 8 1 4 0 o I 0
10:00:00 PM o j 4 1 6 I 1 0 0 0
11:00:00 PM Q I 1 I 4 1 O I Q I 0
DAY TOTAL 311 98! 1451 65 10\ o, 0
PERCENTAGE 8.9% 28.1% 41,5%! 18.6% 2.9%1 0.0% ' 0.0%
CUMULATIVE 31 129 274 I 339 349 349 1 349
PERCENTAGE 8.9%1 37.0%1 78.5% 97.1% 100.0%! 100.0% 100.0% 15th Percentile 15 Mean Speed Average 21
50th Percentile 21 10 MPH Pace Speed 15-24
85th Percentile 26 Number in Pace 243
95th Percentile 25 Percent in Pace 70%
Project# SC4508
PREPARED BY: AimTD 714 253 7BBB [email protected]
45-49 so-54 I 55-59 60-64 65-69 70-74 75+ TOTAL %VEHICLES o I 0 0 0 0 0 0 3 1 0.9%
Q I o I 0 0 0 a I 0 0 0.0%
0 o I 0 0 0 0 o I 0 0.0%
0 0 o I 0 0 o , 0 1 0.3%
0 ol 0 0 0 o I 0 1 0 0.0%
0 0 ol 0 0 0 0 l 0.3%
0 o I 0 0 0 0 0 4 1 1.1%
0 0 0 0 0 o l a l 6 I 1.7%
~ I 0
~,
0 ~ I o I o I 14 4.0%
0 1 0 0 0 1 34 j 9.7%
0 o I 0 0 0 Q I 0 j 24 I 6.9%
0 1 0 I
~ I 0 0 1 0 0 36 10.3%
a I 0 0 0 0 0 15 I 4.3%
0 o I 0 0 o: 0 0 26 7.4%
0 0 I o I 0 0 I 0 0 24 6.9%
0 o I 0 0
~I o' ~ I 40 I 11.5%
0 0 0 1 0 a I 30 8.6%
0 0 O I 0 0 0 0 I 25 I 7.2%
O I 0 0 0 0 o I 0 17 I 4.9%
0 0 0 0 o I 0
~ I 9 2.6%
0 o l a I 0 0 0 9 2.6%
0 0 0 0 0 O I 0 1 14 I 4.0%
0 o ' 0 1 0 0 0 o I 11 1 3.2%
0 o \ 0 0 0 0 o I 6 \ 1.7%
0 01 0 0 0 0 01 3491 100.0%

0.0%, 0.0%i 0.0%1 0.0% 0.0%! 0.0% 0.0%' 100.0% 100.0%
349 1 349 I 349 1 349 349 349 1 349 1
100.0%1 100.0% 100.0% 100.0% 100.0%1 100.0% 100.0% I

20. Via Piedra Blanca_Los Osos Dr and Via Alto Cerro
Combined Both Directions
Wednesday, April 17, 2024
Start Time I 5-14 I 15-19 I 20-24 25-29 30-34 35-39 40-44 I 12:00:00 AM 0 1 0 0 0 1 0 0 0 1:00:00 AM I 0 0 0 0 0 0 0
2:00:00 AM 0 I 0 0 a l 0 0 0
3:00:00 AM ' 0 0 0 o I 0 0 0 1
4:00:00 AM 0 0 0 0 2 ' 0
5:00:00 AM ~ I I 0 0 2 o l 0 0
6:00:00 AM I 0 I 2 2 2 o I 1 D I
7:00:00 AM I 1 I 1 8 6 5 I 1 o '
8:00:00 AM ii 4 10 16 I ~ 0
9:00:00 AM I 0 3 I 8 6 I 3 0 ~I 10:00:00 AM I a l 4 6 7 3 1 1 I 11:00:00 AM o I 2 1 13 10 1 3 0 0 1 12:00:00 PM 0 10 11 12 5 I l
1:00:00 PM 1 I 7 12 5 1 7 I 1 0
2:00:00 PM 0 5 1 10 14 I 6 I 2 o I
3:00:00 PM 4 6 11 13 1 8 1 I 0
4:00:00 PM I 0 1 5 10 15 5 \ 2 0
5:00:00 PM I 1 1 3 I 12 13 I 3 : 0 o I 6:00:00 PM I 1 I 2 I 10 8 3 I 0 o I 7:00:00 PM I 0 2 10 5 4 0
8:00:00 PM 0 0 5 7 2 I 0 ~ I
9:00:00 PM I o I 2 7 2 3 0 o '
10:00:00 PM I o I l 3 2 I o I 0 o I
11:00:00 PM Q I 0 0 2 ! 0 0 0
DAY TOTAL 9 59 150 1451 661 10 2j
PERCENTAGE I 2.0%1 13.4% 34.0% 32.9%) 15.0%' 2.3% 0.5%1

CUMULATIVE
I 2.o!J
68 I 218 363 1 429 I 439 441 1
PERCENTAGE 15.4% 49.4% 82.3% 97.3%] 99.5% 100.0%
15th Percentile 19 Mean Speed Average 25
50th Percentile 24 10 MPH Pace Speed 20-29
85th Percentile 30 Number in Pace 295
95th Percentile 33 Percent in Pace 67%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 ~50-54 I 55-59 60-64 I 65-69 70-74 75+ TOTAL %VEHlCLfS , 0 0 ~, o I 0 0 0 0.0%
o I 0 0 o I 0 0 0.0%
0 0 0 0 o l o I 0 0 0.0%
0 0 0 0 • 0 1 0 j 0 0 0.0%
0 0 1 0 Q I 0 o I 0 2 0.5%
0 0 0 o l 0 0 D 2 0.5%
0 I 0 0 ol 0 ol 0 7 1.6%
0 0 1 0 0 0 o I 0 22 5.0%
0 0 0 o' 0 Q I 0 35 7.9%
0 0 0 o I 0 0 0 20 4.5%
0 o I 0 0 0 o, 0 22 5.0%
0 ~I 0 o I 0 0 0 28 6.3%
0 0 Q I 0 al 0 40 9.1%
o , 0 0 0 o , 0 I 0 33 7.5%
0 0 1 0 0 0 1 o r 0 37 8.4%
0 0 0
~ I ~ i 0 0 43 9.8%
0 o I 0 0 0 37 M %
0 0 I 0 0 o' o l 0 32 7.3%
0 0 0 o , o , 0 0 24 5.4%
o , 0 1 0 0 0
~ I
0 21 4.8%
0 0 1 0 o, o I 0 14 3.2%
0 o ; 0 0 0 Q I 0 14 3.2%
0 o I 0 0 0 0 0 6 1.4%
0 0 1 0 0 0 o I 0 2 0.5%
01 01 0 01 0 01 0 441 100.0%

0.0% 0.0%; 0.0% 0.0%I 0.0% 0.0%1 0.0% 100.0% 100.0%
441 l 441 I 441 441 I 441 1 441 1 441
100.0%1 100.0%, 100.0% 100.0% 100.0% 100.0% 100.0%

20. Via Piedra Blanca_Los Osos Dr and Via Alto Cerro
Combined Both Directions
Thursday, April 18, 2024
Start Time 5-14 15-19 I 20-24 25-29 30-34 I 35-39 40-44 I 12:00:00 AM 0 0 1 0 0 0 0 1:00:00 AM I 0 0 2 1 I 0 0
2:00:00 AM 0 1 0 0 0 0 0
3:00:00 AM 2 0 0 1 0 0 0
4:00:00 AM 0 0 0 0
~ I 0 0
5:00:00 AM 0 1 1 0 1 0
6:00:00 AM 0 I 0 2 3 I l 1 0 0
7:00:00 AM 0 3 12 8 4 a I
8:00:00 AM I
0 1 4 11 9 5 1
9:00:00 AM I 2 3 13 8 1 0 ~ I
10:0a:OO AM 1 1 9 a I 7 I 0 o I 11:00:00 AM 3 1 3 I 10 8 s I 0 12:00:00 PM 1 3 I 14 12 5 0 ~ I 1:00:00 PM 0 S J 10 4 1 a a 2:00:00 PM 0 7 8 7 I 5 1 a
3:00:00 PM 2 4 1 10 19 9 1 a
4:00:00 PM I 4 7 11 12 6 0 a
5:00:00 PM a 4 10 6 I 3 0 a
6:00:00 PM 0 5 ' 8 11 I 4 1 0
7:00:0a PM 1 5 I 5 ; I 5 a 0 1
8:00:00 PM 0 4 7 3 1 a
9:00:00 PM 2 4 2 o I 1 0 0
10:00:00 PM 0 0 1 0 0 0 a l
11:00:00 PM a t 0 3 1 a 0 0
DAY TOTAL 181 67 150 m l 661 6 1
PERCENTAGE 4.1%1 15.2% 34.1% 29.8%! 15.0% 1.4% 0.2%
CUMULATIVE I 18 1 85 ' 235 366 432 1 438 439
PERCENTAGE 4.1% 19.3% 53.4% 83.2%J 98.2% 99.5% 99.8%
15th Percentile 18 Mean Speed Average 24
50th Percentile 24 10 MPH Pace Speed 20-29
85th Percentile 30 Number in Pace 281
95th PercenWe 33 Percent in Pace 64%
Project# 5(4508
PREPARED BY: AlmTD 714 253 7888 [email protected]
45-49 I 50-54 I 55-59 60-64 65-69 70-74 I 75+ TOTAL %VEHICLES 0 1 0 0 0 0 0 0 1 0.2%
0 0 0 0 0 0 ' 0 3 0.7%
0 0 0 0 Q I 0 0 1 0.2%
0 0 0 0 0 0 0 3 0.7%
0 0 0 0 0 0 0 1 0.2%
0 0 0 0 0 0 0 3 0.7%
0 0 0 0 a 0 0 6 1.4%
0 a a 0 0 0 0 28 6.4%
a 1 1 a 0 Q I 0 a 31 7.0%
0 I a 0 0 a I 0 0 27 6.1%
a I a 0 0 a I 0 a 26 5.9%
a I 0 a 0 a
~ I 0 29 6.6%
0 I 0 0 0 a 0 35 a.a%
0 a 0 0 a 0 0 23 5.2%
a a ' a a a l a a 28 6.4%
0 a I 0 a a I a I a 45 10.2%
0 a I 0 0 a I a a 40 9.1%
a a 0 0 a I 0 a 23 5.2%
a a 0 0 a l 0 I 0 29 6.6%
0 a 0 0 o I 0 0 20 4.5%
o, a I 0 0 a 0 0 24 5.5%
0 0 0 0 a l 0 0 9 2.0%
a a , 0 0 0 1 a 0 1 0.2%
0 0 I 0 0 O ' 0 a 4 a.9%
of 1 0 0 ol 0 0 440 100.0%

0.0% 0.2°1c' 0.0% 0.0% 0.0%1 0.0%1 0.0% 100.0% 100.0%
439 1 440 I 440 440 ! 440 440 I 440

99.8% 100.0% 100.0% 100.0%! 100.0%1 100.0% 100.0%

20. Via Piedra Blanca_Los Osos Dr and Via Alto Cerro
Combined Both Directions
Saturday, April 20, 2024
startnme 5-14 15-19 20-24 25-29 I 30-34 35-39 40-44 I 12:00:00 1:00:00 AM
AM
0 0 ~
, 0
2 a
0 l 0
0 0
0 ~
, 2:00:00 AM 0 o I 0 0 0 0 0
3:00:00 AM 0 0 0 o 0 o 0
4:00:00 AM
~I 0 0 0 0 0 0
5:00:00 AM I 0 1 0 0 a I 6:00:00 AM 1 1 0 3 I 1 0 0
7:00:00AM 0 5 I 1 1 0 0
8:00:00 AM 2 4 I 3 2 o 0
9:00:00 AM 0 7 12 7 5 0 0
10:00:00 AM 5 6 11 8 0 0 0 ---
:1 11:00:00 AM 8 13 6 1 : I 1 0
12:00:00 PM 4 5 3 0 0
1:00:00 PM 4 2 13 8 2 I 0 0
2:00:00 PM 2 2 9 5 1 ' 2 1 J
3:00:00 PM 3 4 11 7 9 1 0 ,
4:00:00 PM I 4 4 6 11 6 0 0
5:00:00 PM 1 7 4 9 6 2 0
6:00:00 PM I 0 3 7 6 2 I 0 0
7:00:00 PM I o 3 3 o 2 o 0
8:00:00 PM 0 0 4 4 0 0 0
9:00:00 PM I 0 1 7 4 1 0 0
10:00:00 PM 0 2 7 3 1 0 0
11:00:00 PM I 0 0 2 3 0 0 0
DAY TOTAL I 30 ) 63] 121 90 43 5 1
PERCENTAGE 8.5% 17.8% 34.3% 25.5% 12.2%1 1.4% 0.3%1
CUMULATIVE I 30 I 93 214 304 347 1 352 353 1
PERCENTAGE 8.5% 26.3% , 60.6% 86.1% 98.3% 99.7% 100.0%
15th Percentile 16 Mean Speed Average 23
50th Percentile 22 10 MPH Pace Speed 20-29
85th Percentile 29 Number in Pace 211
95th Percentile 33 Percent in Pace 60%
Project# SC4508
PREPARED BY: AimTD 714 253 7888 [email protected]
45-49 I 50-54 55-59 60-64 65-69 I 10-14 I 75+ TOTAL %VEHICLES 0 0 0 0 0 0 0 2 0.6%
0 0 0 0 0 0 0 0 0.0%
0 0 0 0 0 0 0 0 0.0%
o 0 0 0 0 0 0 0 0.0%
0 0 0 0 o I 0 0 0 0.0%
0 0 o 0 o o I 0 2 0.6%
0 I 0 0 0 0 0 0 6 1.7%
0 o ' 0 0 0 O J 0 8 2.3%
0 o I 0
~ I ~ I ~I 0 12 3.4%
0 0 0 0 31 8.8%
0 0 0 0 0 0 0 30 8.5%
o I o I 0 0 0 ol 0 35 9.9%
0 0 0 0 0 0 0 17 4.8%
0 0 0 0 0 D I 0 29 8.2%
0 0 0 0 0 o 0 22 6.2%
0 0 0 0 o
~ I 0 34 9.6%
0 0 0 0 0 0 31 8.8%
0 0 0 0 0 0 0 29 8.2%
0 I 0 0 0 0 0 0 18 5.1%
0 1 0 0 0 0 0 0 8 2.3%
0 0 0 0 0 0 0 8 2.3%
0 0 0 0 0 o 0 13 3.7%
0 0 ' 0 0 0 0 0 13 3.7%
0 0 0 0 0 I 0 5 1.4%
0 0 0 O' o, 01 0 353 100.0%

0.0% 0.0% 0.0% 0.0%1 0.0%! 0.0% 0.0% 100.0% 100.0%
353 I 353 353 353 353 1 353 353
100.0%' 100.0% 100.0% 100.0%,1 100.0%, 100.0% 100.0%
Appendix E
ADT Count Sheets
Wednesday, April 17. 2024 PROJECT: SC4508
SPEED9 La Plata Dr between Crown Valley Pkwy and Via Valverde. AimTD 114 HJ 7HB [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 14 21
0:15 0 0 12:15 41 27
0:30 0 0 12:30 35 62
0:45 0 0 0 0 12:45 10 100 29 139 239
1:00 0 13:00 16 19
1:15 0 0 13:15 19 34
1:30 0 0 13:30 17 24
1:45 0 1 1 2 13:45 10 62 24 101 163
2:00 0 0 14:00 16 28
2:15 0 0 14:15 14 22
2:30 0 1 14:30 13 20
2:45 0 0 0 1 14:45 13 56 27 97 153
3:00 0 0 15:00 13 28
3:15 0 0 15:15 25 29
3:30 0 0 15:30 27 19
3:45 0 0 1 1 1 15:45 14 79 27 103 182
4:00 1 0 16:00 21 22
4:15 0 16:15 22 25
4:30 0 2 16:30 17 28
4:45 0 1 1 4 5 16:45 38 98 24 99 197
5:00 0 3 17:00 26 16
5:15 0 3 17:15 16 28
5:30 2 6 17:30 22 19
5:45 3 15 2J 30 17:45 21 85 19 82 167
6:00 2 5 18:00 23 16
6:15 2 10 18:15 19 24
6:30 4 12 18:30 17 22
6:45 5 13 19 46 59 18:45 12 71 22 84 155
7:00 5 23 19:00 11 10
7:15 5 27 19:15 11 16
7:30 13 35 19:30 12 7
7:45 13 36 38 123 159 19:45 8 42 13 46 88
8:00 12 53 20:00 15 9
8:15 19 36 20:15 5 10
8:30 16 26 20:30 11 7
8:45 14 61 25 140 201 20:45 3 34 3 29 63
9:00 14 25 21:00 13 0
9:15 12 17 21:15 6 6
9:30 25 16 21:30 4 3
9:45 16 67 19 77 144 21:45 3 26 0 9 35
10:00 13 23 22:00 6 2
10:15 10 30 22:15 4 2
10:30 13 25 22:30 1
10:45 18 54 23 101 155 22:45 4 15 2 7 22
11:00 14 40 23:00 1 1
11:15 10 24 23:15 0 2
11:30 17 33 23:30 2 3
11:45 19 60 28 125 185 23:45 1 4 0 6 10
Total Vol. 296 646 942 672 802 1474
Dally Totals
EB WB Combined
968 1448 2416
AM PM
Selit% 31.4% 68.6% 39.0% 45.6% 54.4% 6LO%
Peak Hour 11:45 7:30 11:45 16:15 12:30 12:00
Volume 109 162 247 103 144 239
P.H.F. 0.66 0.76 0.64 0.68 0.58 0.62
PASPi-.AEO SY: AlmTO 714 2.S3 7SS~ [email protected] ~Si!!!!
Thursday, April 18, 2024 PROJECT: SC4508
SPEEDS La Plata Dr between Crown Valley Pkwy and Via Valverde. AimTD 114 253 1saa [email protected] AM Period EB WB PM Period EB WB
0:00 3 0 12:00 1B 26
0:15 0 12:15 20 28
0:30 0 1 12:30 17 27
0:45 4 0 2 6 12:45 15 70 34 115 185
1:00 0 1 13:00 19 29
1:15 2 2 13:15 6 20
1:30 0 0 13:30 10 28
1:45 3 4 7 13:45 14 49 15 92 141
2:00 1 0 14:00 15 26
2:15 0 0 14:15 16 20
2:30 0 0 14:30 17 19
2:45 0 0 0 l 14:45 32 80 26 91 171
3:00 0 1 15:00 33 59
3:15 0 0 15:15 27 43
3:30 0 0 15:30 18 20
3:45 0 0 0 1 15:45 20 9B 26 148 246
4:00 0 16:00 18 19
4:15 0 16:15 17 16
4:30 0 2 16:30 22 23
4:45 0 0 2 6 6 16:45 23 80 26 84 164
5:00 0 6 17:00 24 22
5:15 1 2 17:15 29 26
5:30 0 8 17:30 8 19
5:45 0 7 23 24 17:45 15 76 18 85 161
6:00 2 8 18:00 25 13
6:15 3 17 18:15 18 18
6:30 3 13 18:30 16 19
6:45 8 16 21 59 75 18:45 13 72 19 69 141
7:00 8 25 19:00 10 18
7:15 4 28 19:15 14 13
7:30 5 39 19:30 13 7
7:45 15 32. 42. 134 166 19:45 10 47 4 42 89
8:00 11 48 20:00 12 8
8:15 10 33 20:15 12 9
8:30 14 43 20:30 13 6
8:45 15 50 22. 146 196 20:45 4 41 3 26 67
9:00 23 31 21:00 9 4
9:15 15 25 21:15 6 6
9:30 12 21 21:30 6 a
9:45 9 59 29 106 165 21:45 5 26 5 15 41
10:00 12 23 22:00 4 0
10:15 10 27 22:15 4 3
10:30 13 18 22:30 6 5
10:45 11 46 21 89 135 22:45 4 18 2 10 28
11:00 15 24 23:00 5 1
11:15 10 30 23:15 4 0
11:30 15 25 23:30 3 1
11:45 22 62 21 100 162 23:45 13 4 6 19
Total Vol. 274 670 944 670 783 1453
Daily Totals
EB WB Combined
944 1453 2397
AM PM
seut% 29.0% 71.0% 39.4% 46.1% 53.9% 60.6%
Peak Hour 11:45 7:45 7:45 14:45 14:45 14:45
Volume 77 166 216 110 148 258
P.H.F. 0.88 0.86 0.92 0.83 0.63 0.70
PREPARED BV: Aim TO 7].:: 2S3 7~~ ~1@n imtd.com
Saturday, April 20, 2024 PROJECT: SC4508
SPEED9 La Plata Dr between Crown Valley Pkwy and Via Valverde. AimTD 114 HJ 7881 [email protected] AM Period EB WB PM Period EB WB
0:00 3 0 12:00 14 25
0:15 1 1 12:15 19 22
0:30 0 0 12:30 13 24
0:45 1 5 0 6 12:45 17 63 28 99 162
1:00 0 13:00 8 27
1:15 1 1 13:15 19 23
1:30 1 0 13:30 15 32
1:45 0 2 0 2 4 13:45 16 58 21 103 161
2:00 1 0 14:00 20 25
2:15 0 0 14:15 21 14
2:30 0 0 14:30 15 23
2:45 0 0 0 14:45 9 65 16 78 143
3:00 0 0 15:00 10 22
3:15 0 0 15:15 12 18
3:30 0 15:30 13 26
3:45 0 0 0 1 15:45 11 46 13 79 125
4:00 0 0 16:00 13 26
4:15 0 16:15 15 29
4:30 1 16:30 20 18
4:45 1 3 0 4 16:45 11 59 21 94 153
5:00 0 2 17:00 18 19
5:15 1 0 17:15 10 17
5:30 1 2 17:30 14 11
5:45 0 2 4 8 10 17:45 8 50 17 64 114
6:00 1 2 18:00 9 17
6:15 0 7 18:15 9 18
6:30 0 6 18:30 6 18
6:45 2 5 20 22 18:45 12 36 9 62 98
7:00 3 5 19:00 10 9
7:15 3 12 19:15 11 15
7:30 2 15 19:30 13 8
7:45 4 12 12 44 56 19:45 9 43 11 43 86
8:00 7 20 20:00 10 9
8:15 5 21 20:15 7 9
8:30 6 18 20:30 14 6
8:45 14 32 18 77 109 20:45 8 39 7 31 70
9:00 12 18 21:00 5 6
9:15 9 25 21:15 8 3
9:30 11 27 21:30 4 6
9:45 21 53 20 90 143 21:45 6 23 2 17 40
10:00 16 29 22:00 7 11
10:15 13 24 22:15 10 2
10:30 8 34 22:30 2 4
10:45 10 47 23 110 157 22:45 3 22 4 21 43
11:00 13 23 23:00 6 3
11:15 7 24 23:15 6 1
11:30 18 32 23:30 4 0
11:45 17 55 24 103 158 23:45 3 19 0 4 23
Total Vol. 214 457 671 523 695 1218
Daily Totals
EB WB Combined
737 1152 1889
AM PM
sent% 31.9% 68.1% 35.5% 42.9% 57.1% 64.5%
Peak Hour 11:30 10:00 11:30 13:30 12:45 13:15
Volume 68 110 171 72 110 171
P.H.F. 0.89 0.81 0.86 0.86 0.86 0.91
PA{PAREO SY: AfmTD 71.S 253 788S cs!ii>a,m:d com
........ , •• Wednesd~y, April 17,,2024 ............................. .., ... _,.,. .. ...... ................. ..................... . .......................... '.,~~!.:~: ...... ~C'.SQ~... .. ," ... , ..... ,.,.

SPEED10 La Plata Dr between Via Valverde and Vista Plaza Dr.

AM Period
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total Vol.

Split%
Peak Hour
Volume
P,H,F.

EB
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
2 2
4 5
6 4
12 14
10 18
13 14
12 12
27 15
15 9
16 20
13 13
17 22
0 0
0 0
3 WB
0 0
0 0
0 0
0 0
0 0
0 I
2 2
3 s
13 5
6 9
13 16
19 22
27 4
23 26
38 51
36 37 105 141
49 30
20 55 22 121 176
22 13
11 66 15 61 127
19 27
22 60 20
29 20
28 88 148
65 25 102 167
299
AM

35.5%
11:45
112

0.68 544 843

64.5% 38.20/o
7:30 11:45
143 242

0.73 0.64
PM Period
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
AimTD ,,. "' """ [email protected]
EB
13 41
36 8
16 20
19 10
16 13
14 13
12 22
27 10
20 20
18 37
27 13
17 19
20 18
17 10
11 11
11 7
13 5
11 3
11 5
3 2
6 4
4 0
0 1
2 98
65 56
71 95
76 65
40 32
21 15
3 637
WB
22 24
59 27
18 29
22 22
25 21
19 25
24 25
20 22
21 25
24 22
13 23
18 18
12 20
20 19
10 14
7 10
8 8
7 4
0 &
3 0
2 2
0 2
2 0
Daily Totals
EB
936
PM
46,7%
16:15
132 230
91 156
90 146
91 162
92 187
72 148
71 136
41 Bl
27 59
9 30
21 4
726 1363
WB Combined
1270 2206

53.3% 61.80/o
12:30 12:00
102 133 230
·-------··,·~-----"o"-'.6-"-9----o"".5c..6'---- o"'."'6"'1 __ --······Thursday. April 18. 2024 ............................. .. .................................................................................................... PROJECT: ...... SC4508···· ............................. ..

SPEED10 La Plata Dr between Via Valverde and Vista Plaza Dr. AimTD 11• ,., 11ae [email protected] AM Period
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total Vol.

Split%
Peak Hour
Volume
P.H.F.

EB
0 0
0 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
3 3
8 6
4 5
15 12
11 11
14 21
12 13
9 9
12 11
9 15
10 14
23 2
WB
1 0
0 0
0 0
3 2
7 7
8 13
10 16 19
23 24
33 2 4
2 4
0 6
19 20
so 66
30 38 118 148
46 25
33 48 17 121 169
22 21
18 55 27
22 24
17 41 20
19 19
24 62 17
257
AM

31.1%
11:45
79 0.86
88 143
83 124
79 141
569 826

68.9% 38.80/o
7:30 7:45
142 191

0.77 0.82
PM Period
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
EB
18 23
15 12
20 5
9 13
12 16
15 31
31 26
16 17
18 18
20 19
24 28
6 15
21 17
15 12
10 12
11 9
10 11
9 6
9 4
5 4
4 4
6 3
5 4
3 68
47 74
90 75
73 65
42 36
22 17
13 622
WB
23 21
27 24
25 17
23 14
21 19
16 21
58 43
18 23
19 12
19 20
21 23
16 14
11 15
18 15
14 13
8 4
7 8
5 2
4 5
0 4
0 3
4 0
0 I
3 Daily Totals
EB
879
PM

47.7%
14:45
104

0.84 95
79 77
142
70 74
59 39
22 13
8 4
682
WB
1251

52.3%
15:00
142

0.61 163
126
151
232
145
147
124
81 58
35 25
17 1304
Combined
2130

61.20/o
14:45
244

0.69 Saturday April 20, 2024 PROJECT: 5(4508
SPEED10 La Plata Dr between Via Valverde and Vista Plaza Dr. AimTD 114 253 1aaa [email protected] AM Period EB WB PM Period EB WB
O;OO 3 0 12:00 12 24
0:15 1 12:15 18 19
0:30 0 0 12:30 13 23
0;45 1 5 0 6 12:45 17 60 21 87 147
1:00 0 0 13:00 7 22
1:15 0 1 13:15 20 20
1:30 1 0 13:30 15 31
1:45 0 0 2 13:45 17 59 18 91 150
2:00 1 0 14:00 20 28
2:15 0 0 14:15 19 13
2:30 0 0 14:30 14 18
2:45 0 0 0 1 14:45 10 63 15 74 137
3:00 0 0 15:00 11 17
3:15 0 0 15:15 12 15
3:30 0 1 15:30 12 22
3:45 0 0 0 15:45 11 46 10 64 110
4:00 0 0 16:00 14 24
4:15 0 16:15 15 24
4:30 1 1 16:30 19 15
4:45 3 0 1 4 16:45 10 58 16 79 137
5:00 0 0 17:00 20 20
5:15 0 17:15 10 12
5:30 2 17:30 14 10
5:45 0 2 4 6 8 17:45 7 51 14 56 107
6:00 1 3 18:00 11 13
6:15 0 6 18:15 9 15
6:30 0 5 18:30 6 16
6:45 2 5 19 21 18;45 11 37 8 52 89
7:00 4 5 19:00 10 7
7:15 3 10 19:15 8 14
7:30 2 15 19:30 11 5
7:45 4 13 11 41 54 19:45 10 39 10 36 75
8:00 7 19 20:00 10 8
8:15 6 18 20:15 5 8
8:30 8 14 20:30 11 6
8:45 15 36 17 68 104 20:45 8 34 6 28 62
9:00 11 13 21:00 6 6
9:15 10 21 21:15 7 3
9:30 11 22 21:30 4 5
9:45 22 54 21 77 131 21:45 5 22 2 16 38
10:00 14 24 22:00 6 11
10:15 14 22 22:15 7 1
10:30 8 30 22:30 2 3
10:45 7 43 22 98 141 22:45 3 18 3 18 36
11:00 12 23 23:00 3 2
11:15 7 22 23:15 6 1
11:30 14 31 23:30 3 0
11:45 17 50 22 98 148 23:45 3 15 0 3 18
Total Vol. 210 411 621 502 604 1106
Daily Totals
EB WB Combined
712 1015 1727
AM PM
sent% 33.8% 66.2% 36.0% 45.4% 54.6% 64.0%
Peak Hour 9:30 11:15 11:30 13:15 13:15 13:15
Volume 61 99 157 72 97 169
P.H.F. 0.69 0.80 0.87 0.90 0.78 0.88
P~EPARtD BV Ji1mTO 7J.!: i~2 7m£1@.:a1mtd com
..... ......... Wednesday, April 17,, 2024 ........ , . ........................... ,. ...... .................................... , ................. .. .......................... PROJECT:_ _s::isos ··~,, ... .. , . . . ...... , SPEED11 La Plata Dr between Vista Plaza Dr and Via Larga. AimTD 1u ,,. 1aae [email protected] AM Period
0:00
0:15
0:30
0:45
1:00
1:15
1:30
1:45
2:00
2:15
2:30
2:45
3:00
3:15
3:30
3:45
4:00
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
Total Vol.

Split 0/o
Peak Hour
Volume
P.H.F.

EB
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4 5
3 6
6 3
8 5
5 13
8 6
7 9
9 7
8 5
6 WB
0 0
0 0
0 0
0 0
0 0
I
0 2
l
6 4
6 4
7 12
10 11
10 20 21
20 14
13 21 10
12 7
9 28 10
8 17
10 31 8
15 12
15 26 14
135
AM

32.2%
11:45
38 0.48
2 10 10
26 33
52 72
57 78
38 66
4] 74
56 82
284 419

67.8% 37.40/o
7:45
68 0.81
7:45
90 0.83
PM Period
12:00
12:15
12:30
12:45
13:00
13:15
13:30
13:45
14:00
14:15
14:30
14:45
15:00
15:15
15:30
15:45
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
18:00
18:15
18:30
18:45
19:00
19:15
19:30
19:45
20:00
20:15
20:30
20:45
21:00
21:15
21:30
21:45
22:00
22:15
22:30
22:45
23:00
23:15
23:30
23:45
PREPARED BY: A1mTD 714 253 7888 c.s@aimtd com
EB
]
20 9
7 12
7 10
7 4
8 6
9 7
10 15
4 10
5 10
25 11
7 8
10 11
12 7
4 ]
8 8
3 6
5 3
3 4
0 0
0 0
]9
36 27
36 so
36 34
22 14
12 9
0 315
WB
7 15
12 10
9 9
10 16
19 11
12 12
11 17
13 14
10 13
18 11
8 15
12 8
7 11
11 13
5 7
5 7
3 6
3 2
0 5
2 0
2 0
0 2
2 0
Daily Totals
EB
450
PM

44.9%
16:30
53 0.53
44 44
54 55
52 43
42 24
14 7
4 4
387
WB
671

55.1%
13:45
58 0.76
83 80
81 91
102
79 76
46 28
19 13
4 702
Combined
1121

62.60/o
16:30
1D5
D.73
PROJECT: SC4508 ............... Thursday, April 18, 2024 ......... ,,,,,,, .............................................................. . .. . ... , -.• ,,, ............. -• .-.n, ......................... ............. ... ......... . ...... __ ...... _ .-...... ............. , , .. r.-..-....-.....

SPEED11 La Plata Dr between Vista Plaza Dr and Via Larga. AimTD 11• 2s, 1111 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 10 12
0:15 0 0 12:15 15 10
0:30 0 0 12:30 6 16
0:45 0 0 0 0 12:45 8 39 13 51 90
1:00 0 0 13:00 13 18
1:15 0 0 13:15 2 10
1:30 0 0 13:30 4 13
1:45 0 0 0 0 13:45 8 27 9 so 77
2:00 0 0 14:00 6 4
2:15 0 0 14:15 9 14
2:30 0 0 14:30 4 9
2:45 0 0 0 0 14:45 10 29 13 40 69
3:00 0 15:00 7 16
3:15 0 0 15:15 11 18
3:30 0 0 15:30 10 8
3:45 0 2 15:45 7 35 16 58 93
4:00 0 0 16:00 11 14
4:15 0 0 16:15 6 6
4:30 0 2 16:30 13 11
4:45 0 0 2 4 4 16:45 8 38 12 43 81
5:00 0 1 17:00 10 9
5: 15 0 2 17:15 13 12
5:30 0 3 17:30 4 8
5:45 0 0 4 10 10 17:45 5 32 8 37 69
6:00 1 0 18:00 13 5
6:15 2 6 18:15 8 6
6:30 2 6 18:30 7 9
6:45 4 9 16 28 37 18:45 7 35 7 27 62
7:00 5 14 19:00 5 7
7:15 2 7 19:15 6 11
7:30 4 14 19:30 7 6
7:45 3 14 21 56 70 19:45 4 22 4 28 50
8:00 3 20 20:00 3
8:15 3 10 20:15 6 5
8:30 5 21 20:30 5 3
8:45 7 18 11 62 80 20:45 4 16 3 14 30
9:00 7 16 21:00 6 4
9:15 5 10 21:15 6 2
9:30 4 10 21:30 2 0
9:45 6 22 13 49 71 21:45 3 17 2 8 25
10:00 3 13 22:00 2 0
10:15 6 13 22:15 l 2
10:30 4 10 22:30 3 3
10:45 3 16 9 45 61 22:45 2 8 0 5 13
11:00 11 13 23:00 0
11:15 6 11 23:15 2
11:30 7 10 23:30 2
11:45 9 33 7 41 74 23:45 6 3 g
Total Vol. 113 296 409 304 364 668
Daily Totals
EB WB Combined
417 660 1077
AM PM
Split% 27.6% 72.4% 38.0% 45.5% 54.5% 62.0%
Peak Hour 11:30 7:45 7:45 16:30 15:00 12:15
Volume 41 72 86 44 58 gg
P.H.F. 0.68 0.86 0.83 0.85 0.81 0.80
PAEPM O av A.tmTD 7lll 253 ~8-8.8u~ i111Htd tom
Saturday, April 20, 2024 PROJECT: SC4508
SPEED11 La Plata Dr between Vista Plaza Dr and Via Larga. AimTD 114 253 1eaa [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 7 10
0:15 0 1 12:15 7 9
0:30 0 0 12:30 5 15
0:45 0 0 0 1 l 12:45 6 25 16 5_0 75
1:00 0 0 13:00 2 16
1:15 0 1 13:15 7 15
1:30 1 0 13:30 6 15
1:45 0 0 l 2 13:45 7 22 12 58 80
2:00 1 0 14:00 5 10
2:15 0 0 14:15 10 6
2:30 0 0 14:30 6 9
2:45 0 l 0 0 14:45 6 27 10 35 62
3:00 0 0 15:00 7 12
3:15 0 1 15:15 10 15
3:30 0 15:30 4 14
3:45 0 0 2 15:45 4 25 6 47 72
4:00 0 0 16:00 5 14
4:15 0 0 16:15 9 17
4:30 0 0 16:30 7 B
4:45 1 0 0 1 16:45 7 28 9 48 76
5:00 0 0 17:00 13 7
5:15 0 0 17:15 2 6
5:30 2 17:30 9 9
5:45 0 0 2 3 17:45 1 25 B 30 55
6:00 0 2 18:00 4 B
6:15 0 3 18:15 2 7
6:30 0 1 18:30 3 11
6:45 0 0 3 9 9 18:45 4 13 7 33 46
7:00 0 2 19:00 7 7
7:15 0 2 19:15 4 10
7:30 1 6 19:30 4 4
7:45 3 4 B 18 22 19:45 4 19 6 27 46
8:00 5 8 20:00 4 7
8:15 3 10 20:15 5 3
8:30 4 8 20:30 6 3
8:45 10 22 10 36 58 20:45 4 19 2 15 34
9:00 9 6 21:00 5 5
9:15 5 10 21:15 6 4
9:30 4 9 21:30 3 2
9:45 13 31 10 35 66 21:45 2 16 0 11 27
10:00 B 17 22:00 3 3
10:15 7 11 22:15 4
10:30 6 20 22:30 1 0
10:45 6 27 16 64 91 22:45 3 11 3 7 18
11:00 6 15 23:00 3 2
11:15 4 14 23:15 0
11:30 5 22 23:30 0
11:45 10 25 11 62 87 23:45 6 2 4 10
Total Vol. 114 229 343 236 365 601
Daily Totals
EB WB Combined
350 594 944
AM PM
~lit% 33.2% 66.8% 36.3% 39.3% 60.7% 63.7%
Peak Hour 9:45 10:45 9:45 16:15 12:30 12:45
Volume 34 67 92 36 62 83
P.H.F. 0.65 0.76 0.88 0.69 0.97 0.94
PREPARrn !iV: AlmT!! 11: 253 7888 cs@aimtd com
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED13 La Plata Dr between Via Larga and Via Pan. AimTD 714 253 7818 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2 10
0:15 0 0 12:15 17 10
0:30 0 0 12:30 3 10
0:45 0 0 0 0 12:45 6 28 9 39 67
1:00 0 0 13:00 6 7
1:15 0 0 13:15 5 9
1:30 0 0 13:30 7 5
1:45 0 0 0 0 13:45 4 22 10 31 53
2:00 0 0 14:00 2 20
2:15 0 0 14:15 6 10
2:30 0 0 14:30 4 8
2:45 0 0 0 0 14:45 4 16 13 51 67
3:00 1 0 15:00 4 9
3:15 0 0 15:15 5 13
3:30 0 0 15:30 11 11
3:45 0 l 2 15:45 2 22 14 47 69
4:00 1 0 16:00 10 4
4:15 0 0 16:15 2 12
4:30 0 1 16:30 13 10
4:45 0 0 2 16:45 11 36 6 32 68
5:00 0 17:00 6 7
5:15 0 0 17:15 7 11
5:30 1 1 17:30 5 12
5:45 0 l 3 5 6 17:45 7 25 5 35 60
6:00 0 2 18:00 9 5
6:15 0 3 18:15 10 10
6:30 1 3 18:30 5 11
6:45 3 4 7 15 19 18:45 2 26 10 36 62
7:00 5 7 19:00 4 5
7:15 1 11 19:15 8 7
7:30 5 9 19:30 6 6
7:45 4 15 18 45 60 19:45 3 21 5 23 44
8:00 3 20 20:00 5 5
8:15 7 12 20:15 0 6
8:30 3 11 20:30 2 4
8:45 4 17 10 53 70 20:45 2 9 2 17 26
9:00 3 9 21:00 3 0
9:15 4 5 21:15 2 5
9:30 9 5 21:30 2 0
9:45 7 23 7 26 49 21:45 1 8 0 5 13
10:00 4 4 22:00 3 2
10:15 3 11 22:15 0
10:30 8 B 22:30 1
10:45 8 23 6 29 52 22:45 4 9 4 13
11:00 5 15 23:00 0 0
11:15 5 10 23:15 0 2
11:30 5 10 23:30 0 2
11:45 5 20 10 45 65 23:45 0 0 0 4 4
Total Vol. 105 220 325 222 324 546
Daily Totals
EB WB Combined
327 544 871
AM PM
se1it% 32.3% 67.7% 37.3% 40.7% 59.3% 62.7%
Peak Hour 11:30 7:45 7:30 16:30 14:00 16:30
Volume 29 61 78 37 51 71
P.H.f. 0.43 0.76 0.85 0.71 0.64 o.n
eREPAREO I\\'' t.l lmm 714 25l 7S88 <!fii>OLm!d cgm
Thursday, April 18, 2024 PROJECT: 5(4508
SPEED13 La Plata Dr between Via Larga and Via Pan. AimTD 114 253 1eaa [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 6 7
0:15 0 0 12:15 10 9
0:30 0 0 12:30 2 15
0:45 0 0 0 0 12:45 7 25 12 43 68
1:00 0 0 13:00 11 14
1:15 0 0 13:15 l 10
1:30 0 0 13:30 3 10
1:45 0 0 0 0 13:45 5 20 8 42 62
2:00 0 0 14:00 5 3
2:15 0 0 14:15 8 10
2:30 0 0 14:30 3 5
2:45 0 0 0 0 14:45 5 21 10 28 49
3:00 0 1 15:00 4 15
3:15 0 0 15:15 11 11
3:30 0 0 15:30 5 9
3:45 1 0 1 2 15:45 9 29 13 48 77
4:00 0 0 16:00 8 12
4:15 0 0 16:15 6 5
4:30 0 2 16:30 10 10
4:45 0 0 3 3 16:45 8 32 8 35 67
5:00 0 17:00 7 7
5:15 0 1 17:15 12 6
5:30 1 3 17:30 3 7
5:45 0 1 6 7 17:45 2 24 8 28 52
6:00 0 18:00 9 5
6:15 2 5 18:15 7 6
6:30 3 4 18:30 4 8
6:45 4 10 14 23 33 18:45 5 25 5 24 49
7:00 4 6 19:00 3 9
7:15 2 8 19:15 4 7
7:30 3 14 19:30 5 2
7:45 3 12 18 46 58 19:45 4 16 1 19 35
8:00 4 20 20:00 4
8:15 4 10 20:15 4 6
8:30 5 15 20:30 4 2
8:45 7 20 10 55 75 20:45 2 11 3 15 26
9:00 7 16 21:00 5 2
9:15 3 7 21:15 6 4
9:30 1 8 21:30 2 0
9:45 4 15 10 41 56 21:45 3 16 2 8 24
10:00 2 12 22:00 2 0
10:15 4 9 22:15 2
10:30 5 10 22:30 1
10:45 3 14 7 38 52 22:45 2 6 0 3 9
11:00 8 4 23:00 0
11:15 4 10 23:15 1 1
11:30 5 9 23:30 l
11:45 6 23 9 32 55 23:45 l 4 3 7
Total Vol. 96 245 341 229 296 525
Daily Totals
EB WB Combined
325 541 866
AM PM
sent% 28.2.% 7U ~% 39.4% 43.6% 56.4% 60.6%
Peak Hour 11:30 7:45 7:45 16:30 12:30 12:15
Volume 27 63 79 37 51 80
P.H.F. 0.68 0.79 0.82 0.77 0.85 0.80
Pi:l~PARED SY: A1mTO 71: !53 ?aS~ c:1@a1mis!.com
Saturda A ril 20 2024 PROJECT: SC4508
SPEED13 La Plata Dr between Via Larga and Via Pan. AimTD 114 HJ 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 5 8
0:15 0 0 12:15 7 8
0:30 0 0 12:30 5 12
0:45 0 0 0 0 12:45 7 24 16 44 68
1:00 0 0 13:00 1 10
1:15 0 0 13:15 6 9
1:30 0 0 13:30 5 8
1:45 0 0 0 0 13:45 2 14 13 40 54
2:00 1 0 14:00 5 8
2:15 0 0 14:15 6 4
2:30 0 0 14:30 6 7
2:45 0 0 0 1 14:45 4 21 5 24 45
3:00 0 0 15:00 6 7
3:15 0 1 15:15 3 12
3:30 1 0 15:30 7 13
3:45 0 1 0 l 2 15:45 3 19 5 37 56
4:00 0 0 16:00 2 13
4:15 0 0 16:15 8 11
4:30 0 0 16:30 6 6
4:45 1 0 0 16:45 3 19 9 39 58
5:00 0 0 17:00 10 7
5:15 0 0 17:15 1 7
5:30 1 2 17:30 7 6
5:45 0 1 0 2 3 17:45 19 9 29 48
6:00 0 0 18:00 6
6:15 0 2 18:15 1 6
6:30 0 1 18:30 0 10
6:45 0 0 3 6 6 18:45 3 5 5 27 32
7:00 0 19:00 6 5
7:15 1 19:15 4 10
7:30 2 5 19:30 2 3
7:45 2 5 7 14 19 19:45 4 16 5 23 39
8:00 6 4 20:00 2 4
8:15 3 8 20:15 2 3
8:30 3 6 20:30 5 2
8:45 6 18 6 24 42 20:45 4 13 10 23
9:00 8 6 21:00 4 6
9:15 5 7 21:15 7 2
9:30 4 9 21:30 3 2
9:45 10 27 7 29 56 21:45 2 16 0 10 26
10:00 4 11 22:00 3 2
10:15 4 8 22:15 2 1
10:30 3 14 22:30 0
10:45 4 15 12 45 60 22:45 7 2 5 12
11:00 4 9 23:00 3 2
11:15 3 10 23:15 1 0
11:30 4 15 23:30 0 0
11:45 10 21 5 39 60 23:45 5 0 2 7
Total Vol. 90 160 250 178 290 468
Dally Totals
EB WB Combined
268 450 718
AM PM
sent% 36.0% 64.0% 34.8% 38.0% 62.0% 65.2%
Peak Hour 9:00 10:45 11:30 16:15 12:30 12:00
Volume 27 46 62 27 47 68
P.H.F. 0.68 0.77 0.82 0.68 0.73 0.74
PREPARED av: A1mTD 714 2S3 ?Sse cs(2!oiml~ ~2C!!
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED26 La Plata Dr between Via Pan and Via Cebolla. AimTD 714 HJ 1an [email protected] AM Period EB WB PM Period EB WB
0:00 o o 12:00 2 11
0:15 o o 12:15 14 10
0:30 o 0 12:30 4 8
0:45 0 o 0 0 12:45 6 26 8 37 63
1:00 o o 13:00 8 7
1:15 o 0 13:15 3 8
1:30 o o 13:30 7 6
1:45 o o 0 o 13:45 4 22 9 30 52
2:00 D 0 14:00 2 15
2:15 o 0 14:15 6 10
2:30 o o 14:30 3 8
2:45 o o o 0 14:45 3 14 11 44 58
3:00 1 0 15:00 5 7
3:15 o 0 15:15 5 12
3:30 0 0 15:30 10 11
3:45 0 1 1 2 15:45 2 22 17 47 69
4:00 0 16:00 9 5
4:15 0 0 16:15 2 10
4:30 0 1 16:30 8 9
4:45 D 0 l 2 16:45 10 29 7 31 60
5:00 0 17:00 6 10
5:15 0 0 17:15 5 9
5:30 1 3 17:30 5 8
5:45 0 2 6 7 17:45 6 22 4 31 53
6:00 0 2 18:00 9 5
6:15 0 3 18:15 7 10
6:30 0 1 18:30 5 10
6:45 3 3 6 12 15 18:45 1 22 9 34 56
7:00 5 6 19:00 4 5
7:15 1 10 19:15 7 7
7:30 5 9 19:30 7 6
7:45 3 14 17 42 56 19:45 3 21 4 22 43
8:00 3 19 20:00 3 5
8:15 5 13 20:15 0 5
8:30 4 11 20:30 1 5
8:45 4 16 10 53 69 20:45 3 7 2 17 24
9:00 3 9 21:00 3 0
9:15 5 4 21:15 2 5
9:30 7 4 21:30 2 0
9:45 4 19 8 25 44 21:45 8 0 5 13
10:00 4 3 22:00 3 2
10:15 3 11 22:15 0
10:30 8 8 22:30
10:45 10 25 8 30 55 22:45 4 9 4 13
11:00 6 11 23:00 0 0
11:15 4 10 23:15 0 2
11:30 5 7 23:30 0 2
11:45 2 17 9 37 54 23:45 0 0 0 4 4
Total Vol. 97 207 304 202 306 508
Daily Totals
EB WB Combined
299 513 812
AM PM
seutOJo 31.9% 68.1% 37.4% 39.8% 60.2% 62.6%
Peak Hour 10:30 7:45 7:45 12:15 15:00 15:15
Volume 28 60 75 32 47 71
P.H.F. 0.70 0.79 0.85 0.57 0.69 0.85
PAtPARfl! SY: AlmTD 71:: 253 7SS8 cs!S>:,lmtd com
Thursda , April 18 2024 PROJECT: SC4508
SPEED26 La Plata Dr between Via Pan and Via Cebolla. AimTD 114 253 1aae [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 6 9
0:15 0 0 12:15 8 7
0:30 0 0 12:30 2 12
0:45 0 0 0 0 12:45 7 23 12 40 63
1,00 0 0 13:00 8 12
1:15 0 0 13:15 10
1:30 0 0 13:30 3 9
1:45 0 0 0 0 13:45 7 19 9 40 59
2:00 0 0 14:00 3 4
2:15 0 0 14:15 9 9
2:30 0 14:30 1 6
2:45 0 1 0 0 1 14:45 3 16 13 32 48
3:00 0 1 15:00 2 15
3:15 0 0 15:15 10 9
3:30 0 0 15:30 7 9
3:45 0 2 15:45 7 26 16 49 75
4:00 0 0 16:00 8 11
4:15 0 0 16:15 5 5
4:30 0 2 16:30 6 8
4:45 0 0 3 3 16:45 6 25 8 32 57
5:00 0 17:00 4 7
5:15 0 1 17:15 12 7
5:30 0 3 17:30 2 5
5:45 1 6 7 17:45 2 20 9 28 48
6:00 1 1 18:00 8 5
6:15 2 4 18:15 6 6
6:30 2 2 18:30 5 7
6:45 3 8 13 20 28 18:45 5 24 5 23 47
7:00 4 5 19:00 2 10
7:15 0 5 19:15 3 6
7:30 4 13 19:30 5 1
7:45 3 11 16 39 50 19:45 3 13 1 18 31
8:00 2 19 20:00 1 6
8:15 5 10 20:15 4 5
8:30 4 15 20:30 4 1
8:45 4 15 9 53 68 20:45 2 11 3 15 26
9:00 5 16 21:00 5 2
9:15 3 6 21:15 5 3
9:30 0 8 21:30 2 0
9:45 3 11 9 39 50 21:45 2 14 6 20
10:00 2 10 22:00 2 0
10:15 4 9 22:15 1 2
10:30 5 11 22:30 1 1
10:45 12 7 37 49 22:45 2 6 0 3 9
11:00 8 6 23:00 0
11:15 2 8 23:15
11:30 4 8 23:30 l 1
11:45 5 19 6 28 47 23:45 4 1 3 7
Total Vol. 79 226 305 201 289 490
Daily Totals
EB WB Combined
280 515 795
AM PM
se1it% 25.9% 74.1% 38.4% 41.0% 59.0% 61.6%
Peak Hour 11:30 7:45 7:45 15:15 15:00 15:15
Volume 23 60 74 32 49 77
P.H.F. 0.72 0.79 0.88 0.80 0.77 0.84
PREPARED 6Y: .Q lm!t! 71.: .,22: 78'88 5:!@3! 1m1d com
Saturday~ April 20~ 2024 PROJECT: SC4508
SPEED26 La Plata Dr between Via Pan and Via Cebolla. AimTD 714 HJ 1aae [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 5 8
0:15 0 0 12:15 7 6
0:30 0 0 12:30 4 12
0:45 0 0 0 0 12:45 4 20 15 41 61
1:00 0 0 13:00 3 11
1:15 0 0 13:15 6 11
1:30 0 0 13:30 4 6
1:45 0 0 0 0 13:45 3 16 12 40 56
2:00 0 0 14:00 5 7
2:15 0 0 14:15 4 4
2:30 0 0 14:30 4 5
2:45 0 0 0 0 14:45 4 17 6 22 39
3:00 0 0 15:00 5 6
3:15 0 1 15:15 3 11
3:30 1 0 15:30 4 12
3:45 0 1 0 2 15:45 4 16 6 35 51
4:00 0 0 16:00 2 13
4:15 0 0 16:15 8 10
4:30 0 0 16:30 7 6
4:45 0 0 0 0 16:4S 4 21 10 39 60
5:00 1 0 17:00 10 7
5:15 0 0 17:15 1 6
5:30 1 2 17:30 7 6
5:45 0 2 0 2 4 17:45 19 11 30 49
6:00 0 0 18:00 1 8
6:15 0 2 18:15 2 7
6:30 0 1 18:30 0 10
6:45 0 0 2 5 5 18:45 3 6 3 28 34
7:00 0 2 19:00 4 4
7:15 2 1 19:15 3 8
7:30 0 5 19:30 2 3
7:45 2 4 7 15 19 19:45 3 12 5 20 32
8:00 5 4 20:00 2 4
8:15 3 8 20:15 2 3
8:30 4 4 20:30 5 2
8:45 5 17 6 22 39 20:45 3 12 1 10 22
9:00 8 6 21:00 3 6
9:15 4 6 21:15 6 1
9:30 4 9 21:30 3 2
9:45 6 22 4 25 47 21:45 2 14 0 9 23
10:00 3 13 22:00 2 0
10:15 3 6 22:15 0 1
10:30 3 13 22:30 1 0
10:45 2 11 11 43 54 22:45 4 2 3 7
11:00 4 8 23:00 3 2
11:15 4 10 23:15 0
11:30 4 14 23:30 0 0
11:45 9 21 5 37 58 23:4S 1 5 0 2 7
Total Vol. 78 150 228 162 279 441
Daily Totals
EB WB Combined
240 429 669
AM PM
sent% 34.2% 65.8% 34.1% 36.7% 63.3% 65.9%
Peak Hour 11:30 10:00 11:15 16:15 12:30 12:30
Volume 25 43 59 29 49 66
P.H.F. 0.69 0.83 0.82 0.73 0.82 0 .87
PREMBED BY: .o,mT!l 71J ~::! 7a88 ~•i!!•'mtd.,om
Wednesda:r-, Aeril 17. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT23 La Plata Dr between Via Cebolla and Via Portola PREPARED BY: AimTD LLC. tel: 114 2sl 1BBa AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2 9
0:15 0 0 12:15 16 9
0:30 0 0 12:30 4 8
0:45 0 0 0 0 12:45 6 28 8 34 62
1:00 0 0 13:00 7 7
1:15 0 0 13:15 3 8
1:30 0 0 13:30 7 6
1:45 0 0 0 0 13:45 6 23 9 30 53
2:00 0 0 14:00 2 12
2:15 0 0 14:15 6 12
2:30 0 1 14:30 3 a
2:45 0 0 2 2 14:45 4 15 8 40 55
3:00 2 15:00 6 7
3:15 0 0 15:15 3 12
3:30 0 0 15:30 12 11
3:45 0 2 2 4 15:45 2 23 13 43 66
4:00 0 16:00 8 5
4:15 0 0 16:15 3 10
4:30 0 16:30 9 9
4:45 0 1 0 1 2 16:45 12 32 6 30 62
5:00 0 17:00 6 11
5:15 0 0 17:15 6 7
5:30 17:30 7 8
5:45 0 1 2 4 5 17:45 7 26 4 30 56
6:00 0 2 18:00 9 5
6:15 0 3 18:15 7 8
6:30 0 18:30 6 9
6:45 3 3 6 12 15 18:45 2 24 9 31 55
7:00 5 5 19:00 4 5
7:15 2 8 19:15 5 9
7:30 6 9 19:30 8 6
7:45 5 18 16 38 56 19:45 3 20 4 24 44
8:00 3 19 20:00 3 5
8:15 7 10 20:15 0 6
8:30 4 11 20:30 5
8:45 5 19 7 47 66 20:45 3 7 2 18 25
9:00 3 8 21:00 3 0
9:15 5 2 21:15 2 6
9:30 6 3 21:30 2 0
9:45 4 18 8 21 39 21:45 0 7 0 6 13
10:00 7 2 22:00 2 2
10:15 3 12 22:15 0
10:30 10 6 22:30
10:45 8 28 4 24 52 22:45 4 8 4 12
11:00 6 9 23:00 0 0
11:15 4 9 23:15 0
11:30 5 7 23:30 0 2
11:45 2 17 9 34 51 23:45 0 0 0 3 3
Total Vol. 107 185 292 213 293 506
Daily Totals
EB WB Combined
320 478 798
AM PM
S~lit% 36.6% 63.4% 36.6% 42.1% 57.9% 63.4%
Peak Hour 10:00 7:45 7:30 12:15 15:00 15:00
Volume 28 56 75 33 43 66
P.H.F. 0.70 0.74 0.85 0.50 0.83 0.72
PREPARED BY AlmTD LL!:;. tel 714 253 7888 [email protected]
Thursda;t. Aeril 18. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT23 La Plata Dr between Via Cebolla and Via Portola PREPARED BY: AimTD LLC. tel: 114 Hl 1111 AM Period EB WB PM Period EB WB
0:00 0 12:00 7 6
0:15 0 0 12:15 12 6
0:30 0 0 12:30 5 12
0;45 0 1 0 0 1 12:45 5 29 12 36 65
1:00 0 0 13:00 9 11
1:15 0 0 13:15 2 10
1:30 0 0 13:30 3 8
1:45 0 0 0 0 13:45 10 24 10 39 63
2:00 0 0 14:00 4 2
2:15 0 0 14:15 9 9
2:30 0 14:30 2 6
2:45 0 1 0 0 1 14:45 5 20 11 28 48
3:00 0 15:00 13
3:15 0 0 15:15 9 7
3:30 0 0 15:30 7 8
3:45 1 2 3 15:45 12 29 13 41 70
4:00 0 0 16:00 10 12
4:15 0 0 16:15 7 6
4:30 0 2 16:30 8 8
4:45 0 0 3 3 16:45 6 31 8 34 65
5:00 0 17:00 7 6
5:15 0 1 17:15 11 4
5:30 0 2 17:30 5
5:45 1 5 6 17:45 2 21 9 24 45
6:00 0 18:00 8 7
6:15 2 4 18:15 6 6
6:30 2 2 18:30 6 8
6:45 5 10 14 20 30 18:45 5 25 5 26 51
7:00 4 5 19:00 2 8
7:15 0 5 19:15 5 4
7:30 4 13 19:30 6
7:45 6 14 14 37 51 19:45 3 16 14 30
8:00 2 19 20:00 1 5
8:15 7 9 20:15 4 5
8:30 4 11 20:30 3
8:45 8 21 8 47 68 20:45 3 11 4 15 26
9:00 6 14 21:00 4 2
9:15 5 6 21:15 4 3
9:30 8 21:30 2 0
9:45 4 16 8 36 52 21:45 2 12 6 18
10:00 4 10 22:00 0
10:15 5 a 22:15 2
10:30 4 8 22:30
10:45 2 15 7 33 48 22:45 2 5 0 3 8
11:00 9 2 23:00 0
11:15 3 8 23:15
11:30 4 8 23:30
11:45 5 21 5 23 44 23:45 4 3 7
Total Vol. 101 206 307 227 269 496
Daily Totals
EB WB Combined
328 475 803
AM PM
sent% 32.9% 67.1% 38.2% 45.8% 54.2% 61.8%
Peak Hour 11:45 7:30 7:30 15:15 12:30 15:15
Volume 29 55 74 38 45 78
P.H.F. 0.60 0.72 0.88 0.83 0.94 0.78
PREPARED BY: Aim TD LLC. tel : 714 253 7888 [email protected] Saturda:t, Aeril 201 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT23 La Plata Dr between Via Cebolla and Via Portola PREPARED BY: AimTD LLC. tel: 1u 1s3 1111 AM Period EB WB PM Period EB WB
0:00 0 12:00 5 8
0:15 0 0 12:15 6 6
0:30 0 0 12:30 5 13
0:45 0 1 0 0 1 12:45 3 19 13 40 59
1:00 0 0 13:00 3 9
1:15 0 0 13:15 5 9
1:30 0 0 13:30 4 6
1:45 0 0 0 0 13:45 4 16 9 33 49
2:00 0 14:00 6 8
2:15 0 0 14:15 4 4
2:30 0 0 14:30 3 5
2:45 0 1 0 0 1 14:45 5 18 5 22 40
3:00 0 0 15:00 8 6
3:15 0 15:15 3 9
3:30 2 0 15:30 7 8
3:45 0 2 0 1 3 15:45 4 22 4 27 49
4:00 0 0 16:00 2 13
4:15 0 0 16:15 8 11
4:30 0 0 16:30 6 6
4:45 0 0 0 0 16:45 5 21 9 39 60
5:00 0 17:00 10 4
5:15 0 0 17:15 0 7
5:30 1 2 17:30 6 6
5:45 0 2 0 2 4 17:45 1 17 9 26 43
6:00 0 0 18:00 4
6:15 0 2 18:15 3 6
6:30 2 0 18:30 1 10
6:45 0 2 2 4 6 18:45 3 8 2 22 30
7:00 0 19:00 3 4
7:15 1 19:15 1 6
7:30 5 19:30 3 3
7~45 3 5 7 14 19 19:45 3 10 4 17 27
8:00 6 4 20:00 4
8:15 3 8 20:15 2 3
8:30 4 4 20:30 5 2
8:45 5 18 6 22 40 20:45 3 11 10 21
9:00 5 6 21:00 3 6
9:15 4 6 21:15 5
9:30 5 10 21:30 3 2
9:45 7 21 4 26 47 21:4S 3 14 0 9 23
10:00 3 11 22:00 0
10:15 3 5 22:15 0 0
10:30 3 15 22:30 1 0
10:45 4 13 11 42 55 22:45 3 2 2 5
11:00 4 5 23:00 3 2
11:15 3 8 23:15 1 0
11:30 4 11 23:30 0 0
11:45 8 19 4 28 47 .23:45 1 5 3 8
Total Vol. 84 139 223 164 250 414
Daily Totals
EB WB Combined
248 389 637
AM PM
sent% 37.7% 62.3% 35.00/o 39.6% 60.4% 65.00/o
Peak Hour 11:45 10:00 10:00 16:15 12:30 12:30
Volume 24 42 55 29 44 60
P.H.F. 0.75 0.70 0.76 0.75 0.85 0.83
PREPARED BY: Aim TD LLC. tel : 714 253 7888 [email protected] Wednesday, April 17, 2024 PROJECT: SC4508
SPEED14 La Plata Dr between Via Portola and Via Larga. AimTD 114 253 1a11 [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 2
0:15 0 0 12:15 2 3
0:30 0 0 12:30 1 7
0:45 0 0 0 0 12:45 3 7 4 16 23
1:00 0 0 13:00 2
1:15 0 0 13:15 2 1
1:30 0 0 13:30 1
1:45 0 0 0 0 13:45 1 6 1 4 10
2:00 0 0 14:00 4 0
2:15 0 0 14:15 3 1
2:30 0 0 14:30 0 1
2;45 0 0 0 0 14:45 8 1 3 11
3:00 0 0 15:00 1 2
3:15 0 0 15:15 0 3
3:30 0 0 15:30 3 3
3:45 0 .0 0 0 15:45 2 6 2 10 16
4:00 0 0 16:00 3 3
4:15 0 0 16:15 0
4:30 0 0 16:30 2 0
4:45 0 0 0 0 16:45 3 8 2 6 14
5:00 0 0 17:00 1 2
5:15 0 0 17:15 1 0
5:30 0 17:30 4 4
5:45 0 1 2 2 3 17:45 4 10 3 9 19
6:00 0 1 18:00 4 0
6:15 0 0 18:15 0 2
6:30 0 0 18:30 0 1
6:45 0 0 0 18:45 1 5 0 3 8
7:00 1 1 19:00 0 2
7:15 0 0 19:15 2 0
7:30 2 2 19:30 3 0
7:45 2 5 4 7 12 19:45 6 0 2 8
8:00 3 4 20:00 1 1
8:15 0 3 20:15 0 2
8:30 1 4 20:30 0 2
8:45 1 s 4 15 20 20:45 0 1 0 5 6
9:00 3 0 21:00 1 0
9:15 6 21:15 0 0
9:30 4 21:30 1 0
9:45 4 17 3 20 21:45 0 2 0 0 2
10:00 3 2 22:00 1 1
10:15 2 3 22:15 0 0
10:30 8 3 22:30 0 0
10:45 2 15 5 13 28 22:45 0 0 1 2
11:00 3 4 23:00 0 0
11:15 4 2 23:15 0 0
11:30 1 3 23:30 0 0
11:45 3 11 5 14 25 23:45 0 0 0 0
Total Vol. 54 55 109 60 59 119
Daily Totals
NB SB Combined
114 114 228
AM PM
seutOJo 49.5% 50.5% 47.8% 50.4% 49.6% 52.2%
Peak Hour 9:00 11:45 10:30 17:15 12:00 12:00
Volume 17 17 31 13 16 23
P.H.F. 0.71 0.61 0.70 0.81 0.57 0.72
PMPM;Dij' ' A[t!!J2 21~ §~ 1SSS c~f.iJa1mtd,«>m
Thursday, April 18, 2024 PROJECT: SC4508
SPEED14 La Plata Dr between Via Portola and Via Larga. AimTD 714 HJ 11n [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 3
0:15 0 0 12:15 2 2
0:30 0 0 12:30 0 2
0:45 0 0 1 12:45 2 7 4 11 18
1:00 0 0 13:00 3 3
1:15 0 0 13:15 2 1
1:30 0 0 13:30 3 2
1:45 0 0 0 0 13:45 4 12 4 10 22
2:00 0 0 14:00 2 0
2:15 0 0 14:15 3 4
2:30 0 0 14:30 0
2:45 0 0 0 0 14:45 7 5 12
3:00 0 0 15:00 1 4
3:15 0 0 15:15 5 5
3:30 0 0 15:30 3 2
3:45 0 0 15:45 1 10 2 13 23
4:00 0 0 16:00 3
4:15 0 0 16:15 1
4:30 0 0 16:30 5 1
4:45 0 0 0 0 16:45 0 9 2 5 14
5:00 0 0 17:00 6 2
5:15 0 0 17:15 3 2
5:30 0 0 17:30 3 4
5:45 0 0 1 17:45 1 13 4 12 25
6:00 1 0 18:00 3 1
6:15 1 0 18:15 1 0
6:30 0 0 18:30 3 1
6:45 2 4 1 5 18:45 4 11 3 5 16
7:00 1 0 19:00 0 3
7:15 0 0 19:15 1 3
7:30 1 19:30 0 0
7:45 3 5 6 9 19:45 2 3 1 7 10
8:00 3 3 20:00 0 1
8:15 2 1 20:15 1 0
8:30 2 1 20:30 1 0
8:45 1 8 2 7 15 20:45 3 0 4
9:00 5 2 21:00 0 0
9:15 3 2 21:15 0 0
9:30 2 1 21:30 0 0
9:45 2 12 1 6 18 21:45 0 0 0 0
10:00 1 0 22:00 2 0
10:15 2 3 22:15 0 0
10:30 2 1 22:30 0 0
10:45 1 6 3 7 13 22:45 0 2 0 0 2
11:00 2 0 23:00 0 1
11:15 1 23:15 1 0
11:30 1 2 23:30 0 0
11:45 2 6 2 5 11 23:45 2 0 1 3
Total Vol. 40 34 74 79 70 149
Daily Totals
NB SB Combined
119 104 223
AM PM
sent% 54.1% 45.9% 33.2% 53.0% 47.0% 66.8%
Peak Hour 9:00 7:30 7:45 16:30 15:00 17:00
Volume 12 10 18 14 13 25
P.H.F. 0.60 0.50 0.75 0.58 0.65 0.78
PRl;P .. Rj;O ~Y, A<mTD 714 2il ?§58 c,@o,n11d.cc,m
Saturday, April 20 2024 PROJECT: SC4508
SPEED14 La Plata Dr between Via Portola and Via Larga. AimTD 114 253 7818 [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 2
0:15 0 0 12:15 3 2
0:30 0 0 12:30 7 1
0:45 0 0 0 0 12:45 1 14 3 8 22
1:00 0 0 13:00 0 3
1:15 0 0 13:15 4 2
1:30 0 0 13:30 1 2
1:45 0 0 0 0 13:45 0 5 3 10 15
2:00 0 0 14:00 4
2:15 0 0 14:15 4
2:30 0 0 14:30 3
2:45 0 0 0 0 14:45 2 10 1 7 17
3:00 0 0 15:00 2 2
3:15 0 0 15:15 2 3
3:30 1 0 15:30 2 3
3:45 0 l 0 0 15:45 0 6 2 10 16
4:00 0 0 16:00 1 1
4:15 0 0 16:15 4
4:30 0 0 16:30 2 1
4:45 0 0 0 0 16:45 4 11 2 5 16
5:00 1 1 17:00 0 3
5:15 0 0 17:15 2 3
5:30 0 1 17:30 3 4
5:45 0 1 0 2 3 17:45 6 3 13 19
6:00 0 0 18:00 0 4
6:15 0 1 18:15 0 0
6:30 0 0 18:30 0 5
6:45 0 0 1 2 2 18:45 1 1 10 11
7:00 0 19:00 0
7:15 0 0 19:15 0 1
7:30 0 0 19:30 0 0
7:45 2 2 2 4 19:45 3 4
8:00 0 20:00 0
8:15 0 0 20:15 1 0
8:30 20:30 3 0
8:45 3 2 5 20:45 6 1 7
9:00 2 2 21:00 0
9:15 1 0 21:15 1 0
9:30 0 2 21:30 0 0
9:45 4 7 2 6 13 21:45 1 3 0 0 3
10:00 3 0 22:00 1 0
10:15 2 1 22:15 0 0
10:30 2 3 22:30 0 0
10:45 3 10 2 6 16 22:45 0 1 0 0 1
11:00 2 23:00 1 0
11:15 1 23:15 0 0
11:30 2 2 23:30 1 0
11:45 3 7 4 9 16 23:45 0 2 0 0 2
Total Vol. 31 29 60 66 67 133
Daily Totals
NB SB Combined
97 96 193
AM PM
seHt% 51.7% 48.3% 31.1% 49.6% 50.4% 68.9%
Peak Hour 11:45 11:30 11:45 12:00 17:15 12:00
Volume 16 10 25 14 14 22
P.H.F. 0.57 0.63 0.78 0.50 0.88 0.69
?REPAAED SX AlmTQ 71J. ~3 7888 [email protected],mtd com
Wednesda~. Aeril 17, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT24 La Plata Dr between Via Larga and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 714 2sl 1aae AM Period NB SB PM Period NB SB
0:00 0 0 12:00 2 2
0:15 0 0 12:15 3 0
0:30 0 0 12:30 8 2
0:45 0 0 0 0 12:45 2 15 3 7 22
1:00 0 0 13:00 5 0
1:15 0 0 13:15 1
1:30 0 0 13:30 2 2
1:45 0 0 0 0 13:45 2 10 0 3 13
2:00 0 0 14:00 4
2:15 0 0 14:15 3 3
2:30 0 0 14:30 0
2:45 0 0 0 0 14:45 6 2 9 15
3:00 0 15:00 0
3:15 0 0 15:15 2 0
3:30 0 0 15:30 4 2
3:45 0 0 0 1 15:45 4 10 4 7 17
4:00 0 0 16:00 3 2
4:15 0 0 16:15 0
4:30 0 0 16:30 3 2
4:45 0 0 0 0 16:45 4 11 2 6 17
5:00 0 0 17:00 4
5:15 0 0 17:15 2 0
5:30 0 17:30 4 0
5:45 0 1 2 17:45 3 13 3 4 17
6:00 0 18:00 0 4
6:15 0 0 18:15 0 0
6:30 0 0 18:30 0 0
6:45 0 l 0 0 l 18:45 2 2 3 7 9
7:00 0 0 19:00 0
7:15 0 0 19:15 0 2
7:30 1 19:30 0
7:45 2 3 2 5 19:45 2 0 3 5
8:00 10 20:00 0 2
8:15 2 0 20:15 1 0
8:30 2 20:30 2 0
8:45 4 17 0 3 20 20:45 0 3 0 2 5
9:00 21:00 0 0
9:15 5 5 21:15 0
9:30 1 0 21:30 0 1
9:45 4 11 0 6 17 21:45 2 0 1 3
10:00 2 2 22:00
10:15 6 22:15 0 0
10:30 7 0 22:30 0 0
10:45 4 19 1 4 23 22:45 0 0 1 2
11:00 2 23:00 0 0
11:15 3 0 23:15 0 0
11:30 1 23:30 0 0
11:45 7 13 3 16 23:45 0 0 0 0
Total Vol. 65 20 85 75 50 125
Daily Totals
NB SB Combined
140 70 210
AM PM
sent% 76.5% 23.5% 40.5% 60.0% 40.0% 59.5%
Peak Hour 11:45 8:30 11:45 12:15 13:30 12:15
Volume 20 8 25 18 9 23
P.H.F. 0.63 0.40 0.63 0.47 0.56 0.58
PREPARED BY AlmTD LLC tel. 7J4 253 7888 cs®a,mtd.c:om
Thursda~. Aeril 18. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT24 La Plata Dr between Via Larga and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 714 2sl 1aaa AM Period NB SB PM Period NB SB
0:00 0 0 12:00 2
0:15 0 0 12:15 3 0
0:30 0 1 12:30 3
0:45 1 0 1 2 12:45 4 11 2 5 16
1:00 0 0 13:00 3 3
1:15 0 0 13:15 0 2
1:30 0 0 13:30 2
1:45 0 0 0 0 13:45 2 6 4 11 17
2:00 0 0 14:00 2
2:15 0 0 14:15 2 0
2:30 0 0 14:30 0 2
2:45 0 0 0 0 14:45 5 4 9
3:00 0 0 15:00 7
3:15 0 0 15:15 3 6
3:30 0 0 15:30 0 2
3:45 0 0 1 15:45 1 11 10 21
4:00 0 0 16:00 2
4:15 0 0 16:15 3 0
4:30 0 0 16:30 5 4
4:45 0 0 0 0 16:45 3 13 0 5 18
5:00 0 0 17:00 4
5:15 0 0 17:15 3 2
5:30 0 0 17:30 5 3
5:45 0 0 0 0 17:45 3 15 0 6 21
6:00 0 2 18:00 2 2
6:15 0 2 18:15 1
6:30 0 0 18:30 2
6:45 0 0 0 4 4 18:45 2 6 2 7 13
7:00 0 19:00 2 0
7:15 0 0 19:15
7:30 1 0 19:30 0 0
7:45 3 4 0 5 19:45 0 3 0 1 4
8:00 5 3 20:00 2 0
8:15 0 20:15 0
8:30 2 20:30 0
8:45 2 10 0 4 14 20:45 0 3 2 5
9:00 5 21:00 0 0
9:15 21:15 0 0
9:30 3 2 21:30 0 0
9:45 3 12 2 6 18 21:45 0 0 0 0
10:00 0 22:00 0 2
10:15 3 2 22:15 0 0
10:30 1 22:30 0 0
10:45 2 6 0 4 10 22:45 0 0 0 2 2
11:00 0 23:00 0
11:15 3 0 23:15 1 0
11:30 3 0 23:30 0 0
11:45 3 10 2 2 12 23:45 0 1 2 3
Total Vol. 43 23 66 74 55 129
Dally Totals
NB SB Combined
117 78 195
AM PM
SelitO/o 65.2% 34.8% 33.8% 57.4% 42.6% 66.2%
Peak Hour 9:00 9:30 9:00 16:15 13:00 16:30
Volume 12 7 18 15 11 22
P.H.F. 0.60 0.88 0.75 0.70 0.69 0.61
PREPARED BY: Aimm LLC. tel: 714 253 7888 [email protected]
Saturda;t. Aeril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT24 La Plata Dr between Via Larga and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 1u 2sl 111, AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 1
0:15 0 0 12:15 2 3
0:30 0 0 12:30 3
0;45 0 0 0 0 12:45 2 10 0 5 15
1:00 0 0 13:00 3 0
1:15 0 0 13:15 2 4
1:30 0 0 13:30 D
1:45 0 0 0 0 13:45 6 2 7 13
2:00 0 0 14:00 3
2:15 0 0 14:15 0 4
2:30 0 0 14:30 2
2:45 0 0 0 0 14:45 5 8 13
3:00 0 0 15:00 2
3:15 0 0 15:15 2 2
3:30 0 0 15:30 6 2
3:45 0 0 1 15:45 2 12 0 5 17
4:00 0 0 16:00
4:15 D 0 16:15
4:30 D 0 16:30 2
4:45 0 0 D 0 16:45 5 9 2 5 14
5:00 2 17:00 2 0
5:15 D D 17:15 3 3
5:30 D 0 17:30 3 2
5:45 D 2 D 1 3 17:45 3 11 D 5 16
6:00 D 0 18:00 3 0
6:15 D 18:15 D
6:30 D 0 18:30 7
6:45 D 0 0 18:45 0 10 3 13
7:00 0 19:00 0 0
7;15 D 0 19:15 0
7:30 D 0 19:30 D D
7:45 2 0 0 2 19:45 D 1 3 3 4
8:00 D 20:00 0 D
8:15 0 20:15 0
8:30 1 20:30 0 2
8;45 2 4 D 2 6 20:45 4 5
9:00 3 0 21:00 0
9:15 0 21:15
9:30 D 21:30
9:45 3 7 D 8 21:45 D 2 D 3 5
10:00 2 D 22:00
10:15 5 1 22:15 0 D
10:30 3 0 22:30 0 0
10:45 5 15 2 3 18 22:45 2 D 1 3
11:00 2 0 23:00 D
11:15 1 0 23:15 D 0
11:30 3 2 23:30 D 0
11:45 4 10 2 4 14 23:45 0 0 2 2
Total Vol. 41 12 S3 69 51 120
Daily Totals
NB SB Combined
110 63 173
AM PM
Selit% n .4% 22.6% 30.6% 57.5% 42.5% 69.4%
Peak Hour 10:00 11:30 11:30 16:45 13:45 16:45
Volume 15 8 20 13 9 20
P.H.F. 0.75 0.67 0.83 0.65 0.56 0.71
PREPARED BY: AimTD LLC. tel : 714 253 7888 [email protected] Wednesday, April 17, 2024 PROJECT: SC4508
SPEED1 Via Portola between La Plata Dr and La Vida Dr. AimTD 114 253 1a11 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 3 9
0:15 0 0 12:15 11 7
0:30 0 0 12:30 8 7
0:45 0 0 0 0 12:45 5 27 5 28 55
1:00 0 0 13:00 6 6
1:15 0 0 13:15 2 9
1:30 0 0 13:30 7 6
1:45 0 0 0 0 13:45 s 20 9 30 so
2:00 0 0 14:00 1 17
2:15 0 0 14:15 4 12
2:30 0 0 14:30 4 8
2:45 0 0 1 }._ 14:45 3 1-2 8 45 57
3:00 0 0 15:00 4 s
3:15 0 0 15:15 2 9
3:30 0 0 15:30 10 10
3:45 0 0 1 15:45 2 18 13 37 55
4:00 1 0 16:00 7 6
4:15 0 0 16:15 3 9
4:30 0 0 16:30 6 10
4:45 0 0 0 16:45 3 19 5 30 49
5:00 0 17:00 5 9
5:15 1 17:15 6 6
5:30 0 17:30 5 8
5:45 3 3 6 17:45 5 21 3 26 47
6:00 1 2 18:00 s 6
6:15 1 2 18:15 7 8
6:30 0 18:30 s 12
6:45 3 s 7 12 17 18:45 1 18 8 34 52
7:00 5 3 19:00 3 4
7:15 2 7 19:15 4 11
7:30 5 8 19:30 6 8
7:45 s 17 15 33 so 19:45 3 16 s 28 44
8:00 5 17 20:00 2 s
8:15 9 9 20:15 1 4
8:30 5 9 20:30 1 s
8:45 5 24 4 39 63 20:45 3 7 2 16 23
9:00 3 11 21:00 2 0
9:15 3 4 21:15 1 6
9:30 5 4 21:30 1 1
9:45 4 15 11 30 45 21:45 0 4 0 7 11
10:00 6 4 22:00 1 2
10:15 3 10 22:15
10:30 6 7 22:30 1 1
10:45 9 24 4 25 49 22:45 3 6 1 5 11
11:00 4 9 23:00 0 0
11:15 3 11 23:15 0 1
11:30 6 7 23:30 0 2
U :45 2 15 7 34 49 23:45 0 0 0 3 3
Total Vol. 104 178 282 168 289 457
Daily Totals
EB WB Combined
272 467 739
AM PM
se1it% 36.9% 63.1% 38.20/o 36.8% 63.2% 61.80/o
Peak Hour 7:30 7:45 7:45 12:15 13:45 13:30
Volume 24 50 74 30 46 61
P.H.F. 0.67 0.74 0.84 0.68 0.68 0.85
PREPAA~D SY. ~lmT!Pl• 2~3 7SS8q@oim1d com
Thursda . April 18, 2024 PROJECT: SC4508
SPEED1 Via Portola between La Plata Dr and La Vida Dr. AimTD 114 253 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 4 5
0:15 0 0 12:15 10 6
0:30 0 1 12:30 7 10
0:45 l 0 2 12:45 6 27 10 31 58
1:00 0 0 13:00 9 9
1:15 0 0 13:15 2 9
1:30 0 0 13:30 3 7
1:45 0 0 0 0 13:45 8 22 8 33 55
2:00 0 0 14:00 4 5
2:15 0 0 14:15 4 8
2:30 1 0 14:30 8
2:45 0 0 0 1 14:45 4 13 10 31 44
3:00 0 1 15:00 3 14
3:15 0 0 15:15 8 7
3:30 0 0 15:30 6 7
3:45 0 0 0 1 15:45 4 21 14 42. 63
4:00 0 0 16:00 5 10
4:15 0 0 16:15 6 5
4:30 0 1 16:30 5 8
4:45 0 0 1 2 2 16;45 5 21 7 30 51
5:00 0 17:00 5 9
5:15 0 17:15 6 3
5:30 0 2 17:30 2 6
5:45 0 4 5 17:45 5 18 9 27 45
6:00 0 0 18:00 6 6
6:15 2 5 18:15 4 7
6:30 2 2 18:30 4 8
6:45 5 11 18 23 18:45 4 18 7 28 46
7:00 6 4 19:00 3 5
7:15 1 5 19:15 3 3
7:30 3 12 19:30 5 1
7:45 5 15 13 34 49 19:45 3 14 3 12 26
8:00 5 21 20:00 3
8:15 6 12 20:15 4 5
8:30 4 15 20:30 3 2
8:45 6 21 7 55 76 20:45 0 B 4 14 22
9:00 7 12 21:00 3 2
9:15 4 5 21:15 5 3
9:30 3 9 21:30 2 0
9:45 3 17 9 35 52 21:45 2 12 6 18
10:00 2 10 22:00 0 1
10:15 3 B 22:15 0 2
10:30 4 7 22:30 0
10:45 2 l1 7 32 43 22:45 2 3 0 3 6
11:00 5 3 23:00 2 0
11:15 2 7 23:15 0 1
11:30 4 6 23:30 0
11:45 4 15 6 22 37 23:45. 3 1 3 6
Total Vol. 87 204 291 180 260 440
Daily Totals
EB WB Combined
267 464 731
AM PM
seIit% 29.9% 70.1% 39.8% 40.9% 59.1% 60.2%
Peak Hour 11:45 7:45 7:45 12:15 15:00 12:15
Volume 25 61 81 32 42 67
P.H.F. 0.63 0.73 0.78 0.80 0.75 0.93
9R;PARm SV• /UmTQ 7 !~ 7~3 7SSS «(<lolrotd.t om
Saturday, April 20, 2024 PROJECT: SC4508
SPEED1 Via Portola between La Plata Dr and La Vida Dr. AimTD 114 2s3 1aea [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 4 8
0:15 0 0 12:15 6 9
0:30 0 0 12:30 2 17
0:45 0 0 0 0 12.:45 6 18 14 48 66
1:00 0 0 13:00 4 8
1:15 0 0 13:15 3 11
1:30 0 0 13:30 5 4
1:45 0 0 0 0 13:45 5 17 7 30 47
2:00 1 0 14:00 3 7
2:15 0 0 14:15 4 6
2:30 0 0 14:30 4 6
2:45 0 0 0 l 14:45 4 15 6 25 40
3:00 0 0 15:00 7 8
3:15 0 15:15 0 8
3:30 0 0 15:30 3 9
3:45 0 0 0 1 15:45 5 15 4 29 44
4:00 0 0 16:00 1 10
4:15 0 0 16:15 5 11
4:30 0 0 16:30 4 5
4:45 0 0 0 0 16:45 3 13 9 35 48
5:00 1 0 17:00 7 2
5:15 0 0 17:15 1 8
5:30 1 1 17:30 5 6
5:45 0 2 0 1 3 17:45 3 16 7 23 39
6:00 0 0 18:00 1 3
6:15 1 2 18:15 4
6:30 1 1 18:30 4 7
6:45 0 2 0 3 5 18:45 7 15 22
7:00 0 0 19:00 3
7:15 2 0 19:15 2 4
7:30 0 5 19:30 3 2
7:45 0 2 6 11 13 19:45 3 9 5 14 23
8:00 5 4 20:00 1 5
8:15 3 7 20:15 2 3
8:30 4 3 20:30 2 2
8:45 2 14 5 19 33 20:45 3 8 1 11 19
9:00 3 3 21:00 2 7
9:15 3 6 21:15 4 1
9:30 4 7 21:30 3 3
9:45 5 15 4 20 35 21:45 10 0 11 21
10:00 2 13 22:00 0 0
10:15 4 22:15 0 1
10:30 1 10 22:30 0 0
10:45 3 7 12 39 46 22:45 0 0 2 3 3
11:00 3 3 23:00 2
11:15 2 6 23:15 1 0
11:30 2 10 23:30 0
11:45 8 15 3 22 37 23:45 3 4 7
Total Vol. 58 116 174 131 248 379
Daily Totals
EB WB Combined
189 364 553
AM PM
se1it% 33.3% 66.7% 31.5% 34.6% 65.4% 68.5%
Peak Hour 11:30 10:00 11:45 14:15 12:30 12:00
Volume 20 39 57 19 50 66
P.H.F. 0.63 0.75 0.75 0.68 0.74 0.83
PRE.PA~ED S\"; A.lmTO 7l.! 2~~ 7~!8 Cfifaa1mld.c:om
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED2 Via Portola between La Vida Dr and Via De Anza. AimTD 114 253 1a11 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2 12
0:15 0 0 12:15 10 7
0:30 0 0 12:30 8 8
0:45 0 0 0 0 12:45 4 24 4 31 55
1:00 0 0 13:00 8 7
1:15 0 0 13:15 2 12
1:30 0 0 13:30 10 5
1:45 0 0 0 0 13:45 4 24 10 34 58
2:00 0 0 14:00 3 18
2:15 0 0 14:15 3 11
2:30 0 0 14:30 2 9
2:45 0 0 1 14:45 3 11 9 47 58
3:00 0 0 15:00 4 7
3:15 0 1 15:15 4 9
3:30 0 0 15:30 13 13
3:45 0 0 1 2 2 15:45 3 24 17 46 70
4:00 0 16:00 7 8
4:15 0 0 16:15 2 10
4:30 0 0 16:30 11 10
4:45 0 1 0 0 16:45 4 24 6 34 58
5:00 0 17:00 6 9
5:15 1 1 17:15 6 9
5:30 3 0 17:30 7 10
5:45 5 3 8 17:45 3 22 4 32 54
6:00 2 18:00 6 6
6:15 1 2 18:15 4 12
6:30 0 3 18:30 6 10
6:45 3 _5 5 12 17 18:45 3 19 9 37 56
7:00 5 3 19:00 3 5
7:15 2 7 19:15 4 10
7:30 6 8 19:30 7 8
7:45 4 17 15 33 50 19:45 2 16 4 27 43
8:00 7 16 20:00 3 5
8:15 10 7 20:15 2 5
8:30 5 11 20:30 6
8:45 4 26 6 40 66 20:45 3 9 2 18 27
9:00 2 10 21:00 2 3
9:15 4 4 21:15 5
9:30 4 5 21:30 1 1
9:45 1 11 15 34 45 21:45 0 4 0 9 13
10:00 6 8 22:00 0
10:15 4 12 22:15 1 1
10:30 7 10 22:30 0 1
10:45 9 26 3 33 59 22:45 3 4 1 4 8
11:00 4 11 23:00 0 0
11:15 4 10 23:15 0 1
11:30 8 5 23:30 0 1
11:45 2 18 8 34 52 23:45 0 0 0 2 2
Total Vol. 109 192 301 181 321 502
Daily Totals
EB WB Combined
290 513 803
AM PM
sent% 36.2% 63.8% 37.5% 36.1% 63.9% 62.5%
Peak Hour 7:30 7:45 7:45 12:15 13:45 15:15
Volume 27 49 75 30 48 74
P.H.F. 0.68 0.77 0.82 0.75 0.67 0.71
PA[!::AR[Q ~V• A1mT~ 11,1 !S3 7SSB q@u1mtd CO!!]:

Thursday, April 18, 2024 PROJECT: SC4508
SPEED2 Via Portola between La Vida Dr and Via De Anza. AimTD 114 253 788B [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 6 6
0:15 0 0 12:15 9 6
0:30 0 0 12:30 5 12
0:45 1 0 0 12:45 5 25 9 33 58
1:00 0 0 13:00 8 13
1:15 0 0 13:15 2 9
1:30 0 0 13:30 3 6
1:45 0 0 0 0 13:45 7 20 8 36 56
2:00 0 0 14:00 2 6
2:15 0 0 14:15 3 8
2:30 1 0 14:30 5
2:45 0 0 0 1 14:45 5 11 12 31 42
3:00 0 1 15:00 4 13
3:15 0 0 15:15 8 7
3:30 0 0 15:30 7 11
3:45 0 0 0 1 15:45 3 22 13 44 66
4:00 0 1 16:00 4 8
4:15 0 0 16:15 5 5
4:30 0 16:30 7 8
4:45 0 0 3 3 16:45 6 22 8 29 51
5:00 0 0 17:00 5 10
5:15 0 17:15 6 6
5:30 0 2 17:30 3 6
5:45 1 0 3 4 17:45 5 19 9 31 50
6:00 0 1 18:00 3 6
6:15 2 5 18:15 4 8
6:30 3 3 18:30 3 9
6:45 0 5 11 20 25 18:45 2 12 8 31 43
7:00 6 3 19:00 2 6
7:15 1 6 19:15 3 3
7:30 5 12 19:30 5 1
7:45 7 19 14 35 54 19:45 3 13 5 15 28
8:00 4 20 20:00 3
8:15 9 13 20:15 4 5
8:30 3 15 20:30 3 3
8:45 8 24 7 55 79 20:45 1 9 5 16 25
9:00 3 11 21:00 2 3
9:15 4 4 21:15 2 4
9:30 2 9 21:30 2 2
9:45 3 12 10 34 46 21:45 2 B 2 11 19
10:00 2 11 22:00 0 2
10:15 3 9 22:15 0 2
10:30 4 7 22:30 0 1
10:45 6 15 7 34 49 22:45 2 2 0 5 7
11:00 4 7 23:00 0
11:15 3 9 23:15 1
11:30 3 6 23:30 0 1
11:45 3 13 7 29 42 23:45 1 3 3 6
Total Vol. 91 214 305 166 285 451
Daily Totals
EB WB Combined
257 499 756
AM PM
sent% 29.8% 70.2% 40.3% 36.8% 63.2% 59.7%
Peak Hour 7:30 7:45 7:45 12:15 15:00 12:15
Volume 25 62 85 27 44 67
P.H.F. 0.69 0.78 0.89 0.75 0.85 o.so
PREPARED 8~: AlmTO 7l• 2531858 «@••mid <Om
Saturday, April 20, 2024 PROJECT: SC4508
SPEED2 Via Portola between La Vida Dr and Via De Anza. AimTD 114 253 1aae [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 4 10
0:15 0 0 12:15 5 7
0:30 0 0 12:30 2 17
0:45 0 0 0 0 12:45 4 15 12 46 61
1:00 0 0 13:00 5 10
1:15 0 0 13:15 3 10
1:30 0 0 13:30 5 5
1:45 0 0 0 0 13:45 5 18 11 36 54
2:00 1 0 14:00 4 8
2:15 0 0 14:15 5 9
2:30 0 0 14:30 5 6
2:45 0 l 0 0 14:45 6 20 8 31 51
3:00 0 0 15:00 5 10
3:15 0 1 15:15 1 13
3:30 0 0 15:30 4 6
3:45 0 0 1 2 2 15:45 6 16 5 34 so
4:00 0 0 16:00 4 12
4:15 0 0 16:15 5 14
4:30 0 0 16:30 6 4
4:45 0 0 0 0 16:45 2 17 10 40 57
5:00 0 0 17:00 6 4
5:15 0 0 17:15 1 10
5:30 1 1 17:30 6 9
5:45 0 0 2 17:45 2 15 9 32 47
6:00 0 18:00 0 5
6:15 1 18:15 2 4
6:30 2 1 18:30 4 8
6:45 0 3 0 3 6 18:45 0 6 5 22 28
7:00 0 19:00 2 6
7:15 2 0 19:15 1 3
7:30 1 6 19:30 3 3
7:45 0 4 7 13 17 19:45 3 9 7 19 28
8:00 5 6 20:00 3
8:15 3 8 20:15 2 5
8:30 7 4 20:30 2 2
8:45 2 17 5 23 40 20:4S 2 7 1 11 18
9:00 3 4 21:00 2 7
9:15 4 7 21:15 4 1
9:30 4 9 21:30 2 4
9:45 5 16 7 27 43 21:45 2 10 0 12 22
10:00 2 11 22:00 0
10:15 4 5 22:15 0
10:30 2 13 22:30 0
10:45 3 11 12 41 52 22:45 0 0 2 5 s
11:00 4 6 23:00 3
11:15 3 5 23:15 1 0
11:30 5 10 23:30 0
11:45 8 20 3 24 44 23:45 3 5 8
Total Vol. 73 134 207 136 293 429
Daily Totals
EB WB Combined
209 427 636
AM PM
sent% 35.3% 64.7% 32.5% 31.7% 68.3% 67.5%
Peak Hour 11:30 10:00 11:45 14:15 12:30 12:30
Volume 22 41 56 21 49 63
P.H.F. 0.69 0.79 0.74 0.88 0.72 0.83
P-R EP.AREO BY: A•mTD 7 ~.! ?Sj 78!8 ts@;,imtd cam
Wednesdal , Ae nl17, 2 024 CITY: Laguna Niguel PROJECT: SC4508 ADT22 Via Valverde between La Vida Dr and La Plata Dr PREPARED BY: AimTD LLC. tel: 1u ls3 1aaa AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 2
0:15 1 12:15 4
0:30 0 0 12:30 3 3
0:45 0 1 0 1 2 12:45 0 7 10 17
1:00 0 13:00 2
1:15 0 0 13:15 4 2
1:30 0 0 13:30 2 2
1:45 0 0 0 1 13:45 2 9 2 8 17
2:00 0 0 14:00 5
2:15 0 0 14:15 3 1
2:30 0 0 14:30 2 2
2!45 0 0 0 0 14:45 4 10 3 11 21
3:00 0 0 15:00 2 3
3:15 0 0 15:15 3 2
3:30 0 0 15:30 6 2
3:45 0 0 0 0 15:45 3 14 8 22
4:00 0 0 16:00 5 2
4:15 0 0 16:15 4 2
4:30 0 0 16:30 3 4
4:45 0 0 0 0 16:'IS 2 14 2 10 24
5:00 0 17:00 4 2
5:15 0 0 17:15 4 8
5:30 0 17:30 8 1
5:45 0 0 2 4 4 17:45 7 23 2 13 36
6:00 0 0 18:00 6 2
6:15 0 2 18:15 4 3
6:30 0 2 18:30 2 3
6:45 1 4 8 9 18:45 6 18 2 10 28
7:00 0 2 19:00 2 0
7:15 0 6 19:15 2 4
7:30 7 19:30 4
7:45 2 2 17 19 19:45 3 11 3 8 19
8:00 5 3 20:00 3 0
8:15 3 4 20:15 2
8:30 3 6 20:30 3
8:45 2 13 3 16 29 20:45 2 10 0 2 12
9:00 3 3 21:00 2 0
9:15 0 2 21:15 2 0
9:30 4 4 21:30 0
9:45 3 10 5 14 24 21:45 6 0 0 6
10:00 0 5 22:00 0 0
10:15 2 4 22:15 0 1
10:30 3 22:30 0 0
10:45 3 6 5 17 23 22:45 0 0 0 1
11:00 6 9 23:00
11:15 2 2 23:15 2 0
11:30 3 23:30 0
11:45 0 9 4 18 27 23:45 0 3 0 2 5
Total Vol. 43 95 138 125 83 208
Daily Totals
NB SB Combined
168 178 346
AM PM
selit% 31.2% 68.8% 39.9% 60.1% 39.9% 60.1%
Peak Hour 8:00 10:15 10:15 17:15 16:30 17:15
Volume 13 21 33 25 16 38
P.H.F. 0.65 0.58 o.ss 0.81 0.50 0.79
PREPARED SY: 81mTD blQ tel 714 253 7888 [email protected]
Thursda;t. Aeril 16. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT22 Via Valverde between La Vida Dr and La Plata Dr PREPARED BY: AimTD LLC. tel: 114 2s3 7888 AM Period NB SB PM Period NB SB
0:00 0 12:00 2
0:15 0 0 12:15 5 6
0:30 0 0 12:30 5 0
0:45 2 0 0 2 12:45 5 17 9 16 33
1:00 0 0 13:00 4 3
1:15 0 2 13:15 2 3
1:30 0 0 13:30 0 5
1:45 l 0 2 3 13:45 4 10 12 22
2:00 0 14:00 5 4
2:15 0 0 14:15 3 1
2:30 0 0 14:30 3 3
2:45 0 0 0 14:45 4 15 5 13 28
3:00 0 0 15:00 7 0
3:15 0 0 15:15 3 1
3:30 0 0 15:30 4 5
3:45 0 0 15:45 7 21 2 8 29
4:00 0 0 16:00 4 1
4:15 0 0 16:15 4
4:30 0 0 16:30 4 5
4:45 0 0 0 0 16:45 6 15 5 15 30
5:00 0 3 17:00 4
5:15 0 0 17:15 10 0
5:30 0 1 17:30 6 4
5:45 0 0 5 5 17:45 2 24 4 9 33
6:00 0 0 18:00 5 3
6:15 0 4 18:15 2 4
6:30 0 2 16:30 2 2
6:45 0 0 2 8 8 18:45 3 12 2 11 23
7:00 19:00 3
7:15 0 3 19:15 2 0
7:30 4 19:30 4 0
7:45 3 4 12 15 19:45 5 12 2 5 17
8:00 3 20:00 6 0
8:15 2 7 20:15 2 0
8:30 2 7 20:30 3
8:45 0 5 5 22 2.7 20:45 0 11 2 13
9:00 2 6 21:00 0
9:15 4 2 21:15 2 1
9:30 2 4 21:30 0
9:45 0 8 2 14 22 21:45 0 4 1 2 6
10:00 3 2 22:00 0 0
10:15 3 4 22:15 0 0
10:30 4 22:30 0 2
10:45 3 13 2 9 22 22:45 0 2 3
11:00 4 23:00 2
11:15 2 10 23:15 1
11:30 3 1 23:30 0 0
11:45 7 6 21 28 23:45 3 6 3 9
Total Vol. 41 93 134 148 98 246
Daily Totals
NB SB Combined
189 191 380
AM PM
sent% 30.6% 69.4% 35.3% 60.2% 39.8% 64.7%
Peak Hour 10:00 8:15 8:15 16:45 12:45 16:45
Volume 13 25 31 28 20 38
P.H.F. 0.61 0.89 0.86 0.75 0.56 0.79
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturda~. Aeril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT22 Via Valverde between La Vida Dr and La Plata Dr PREPARED BY: AimTD LLC. tel: 714 253 1111 AM Period NB SB PM Period NB SB
0:00 1 12:00 3
0:15 0 0 12:15 2 2
0:30 1 0 12:30 3
0:45 0 2 0 1 3 12:45 7 6 12 19
1:00 13:00 3 5
1:15 0 13:15 2 4
1:30 0 0 13:30 2 4
1:45 0 2 0 1 3 13:"15 8 2 15 23
2:00 0 0 14:00 4 0
2:15 0 0 14:15 3
2:30 0 0 14:30 3 4
2:45 0 0 0 0 14:45 3 13 6 19
3:00 0 0 15:00 2
3:15 0 0 15:15 0 4
3:30 0 0 15:30 5 2
3:45 0 0 0 0 15:45 3 9 4 12 21
4:00 0 16:00 3 2
4:15 0 0 16:15 2 4
4:30 0 0 16:30 3
4:45 0 0 0 1 16:"15 3 9 4 13 22
5:00 0 17:00 0
5:15 0 0 17:15 7 4
5:30 0 0 17:30 4
5:45 0 0 0 1 1 17:"15 2 14 3 8 22
6:00 0 0 18:00 6
6:15 0 1 18:15
6:30 0 1 18:30 2 2
6:45 0 0 0 2 2 18:45 5 1 w 15
7:00 0 19:00 4
7:15 0 19:15 4
7:30 0 0 19:30 3 2
7:45 0 0 3 3 19:45 2 13 3 7 20
8:00 0 20:00 2
8:15 0 2 20:15 3
8:30 3 20:30 3
8:45 2 3 2 8 11 20:"15 0 8 0 3 11
9:00 2 4 21:00 0 0
9:15 0 4 21:15 0
9:30 0 5 21:30 0
9:45 0 2 1 14 16 21:45 1 2 0 3
10:00 6 4 22:00 0
10:15 4 2 22:15 3 0
10:30 3 22:30 2 2
10:45 3 14 10 24 22:45 7 1 3 10
11:00 1 23:00 4 0
11:15 2 2 23:15 0 0
11:30 5 2 23:30 0 0
11:45 0 8 6 14 23:45 0 4 0 0 4
Total Vol. 32 46 78 99 90 189
Daily Totals
NB SB Combined
131 136 267
AM PM
sent% '11.0% 59.0% 29.2% 52.4% 47.6% 70.8%
Peak Hour 10:00 8:45 10:00 16:45 12:45 17:15
Volume 14 15 24 15 19 28
P.H.F. 0.58 0.75 0.60 0.64 0.79 0.64
PREPARED BY: AimTD LLC. tel : 714 253 7888 [email protected] Wednesday, April 17, 2024 PROJECT: SC4508
SPEED25 La Vida Dr between Rue De Gauguin and Via Portola. AimTD 714 2s3 1111 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 1 0
0:15 0 0 12:15 0 1
0:30 0 0 12:30 4 2
0:45 0 0 0 0 12:45 1 6 0 3 9
1:00 0 0 13:00 1 1
1:15 0 0 13:15 3 0
1:30 0 0 13:30 0 1
1:45 0 0 0 0 13:45 5 1 3 8
2:00 0 0 14:00 2 0
2:15 0 0 14:15 0 0
2:30 0 0 14:30 0 1
2:45 0 0 0 0 14:45 3 2 3 6
3:00 0 0 15:00 1
3:15 0 0 15:15 1 1
3:30 0 0 15:30 0 3
3:45 0 0 0 0 15:45 2 4 1 6 10
4:00 0 0 16:00 7 3
4:15 0 0 16:15 0
4:30 0 0 16:30 3
4:45 0 0 0 0 16:45 10 1 7 17
5:00 0 0 17:00 2 1
5:15 0 0 17:15 1 1
5:30 1 2 17:30 0 2
5:45 2 0 2 4 17:45 0 3 0 4 7
6:00 0 0 18:00 3
6:15 0 0 18:15 4 2
6:30 2 0 18:30 1 1
6:45 0 2 0 0 2 18:45 0 6 4 10 16
7:00 0 0 19:00 1 0
7:15 0 19:15 0 1
7:30 0 19:30 0 3
7:45 3 0 0 3 19:45 0 1 0 4 5
8:00 0 5 20:00 0 1
8:15 0 4 20:15 1
8:30 5 0 20:30 1 0
8:45 2 7 3 12 19 20:45 0 2 3 5
9:00 0 21:00 0 0
9:15 0 21:15 0 0
9:30 2 0 21:30 0 1
9:45 2 6 2 2 8 21:45 0 0 0 1
10:00 0 22:00 0 0
10:15 2 0 22:15 0 0
10:30 1 22:30 0 0
10:45 2 6 0 7 22:45 0 0 0 0
11:00 6 23:00 0 1
11:15 1 0 23:15 0 1
11:30 1 0 23:30 0 0
11:45 1 9 0 1 10 23:45 0 0 0 2 2
Total Vol. 35 18 53 40 46 86
Daily Totals
EB WB Combined
75 64 139
AM PM
seut% 66.0% 34.0% 38.1% 46.5% 53.5% 61.9%
Peak Hour 10:15 8:00 8:00 15:45 18:00 15:15
Volume 11 12 19 11 10 18
P.H.F. 0.46 0.60 0.95 0,39 0.63 0.45
EREP.\!\ED B\': Alm TD 71~ ~J 2~§ n@••m1ll.com
Thursday, April 18, 2024 PROJECT: 5(4508
SPEED25 La Vida Dr between Rue De Gauguin and Via Portola. AimTD 114 2sJ 1aaa [email protected] AM Period EB WB PM Period EB WB
0:00 D 0 12:00 D 3
0:15 D 0 12:15 1 2
0:30 D 0 12:30 3 0
0:45 0 D 0 D 12:45 1 5 2 7 12
1:00 D D 13:00 6 1
1:15 D 0 13:15 D
1:30 D 0 13:30 2 1
1:45 0 0 0 D 13:45 10 1 3 13
2:00 0 0 14:00 D 0
2:15 D 0 14:15 2
2:30 0 D 14:30 D
2:45 0 D D D 14:45 3 1 3 6
3:00 D 0 15:00 0 2
3:15 0 0 15:15 0 3
3:30 0 0 15:30 1 2
3:45 0 D D 0 15:45 D 1 1 8 9
4:00 0 0 16:00 0 0
4:15 0 0 16:15 2 0
4:30 0 0 16:30 1 2
4:45 0 0 0 0 16:45 2 s 2 4 9
5:00 2 0 17:00 0 1
5:15 0 0 17:15 2 3
5:30 0 0 17:30 1 1
5:45 0 2 0 0 2 17:45 2 s 2 7 12
6:00 0 18:00 1
6:15 1 0 18:15 3 1
6:30 2 1 18:30 l
6:45 0 4 0 s 18:45 1 6 1 4 10
7:00 1 0 19:00 3 0
7:15 0 0 19:15 1 0
7:30 2 1 19:30 0 0
7:45 4 1 2 6 19:45 1 s 0 0 5
8:00 2 1 20:00 2 0
8:15 3 2 20:15 0 0
8:30 6 1 20:30 0
8:45 12 0 4 16 20:45 0 2 2 4
9:00 2 0 21:00 0
9:15 1 2 21:15 1
9:30 1 0 21:30 0 0
9:45 2 6 0 2 8 21:45 1 3 0 1 4
10:00 2 2 22:00 0 0
10:15 1 0 22:15 1 0
10:30 0 2 22:30 0 0
10:45 0 3 2 6 9 22;45 1 2 0 0 2
11:00 2 0 23:00 D 0
11:15 3 2 23:15 D 0
11:30 1 0 23:30 D 0
11:45 3 9 D 2 11 23:45 0 0 D 0
Total Vol. 40 17 57 47 39 86
Daily Totals
EB WB Combined
87 56 143
AM PM
sent% 70.2% 29.8% 39.90/o 54.7% 45.3% 60.1%
Peak Hour 7:45 10:00 7:45 12:15 14:45 12:15
Volume 12 6 17 11 8 16
P.H.F. 0.50 0.75 0.61 0.4li 0.67 0,57
eREPAR;!H!V· A1mTO 7,14 7~ 7~ u@~1mtd corn
Saturday, April 20, 2024 PROJECT: SC4508
SPEED25 La Vida Dr between Rue De Gauguin and Via Portola. AimTD 114 HJ 1111 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2 0
0:15 0 0 12:15 3 2
0:30 0 0 12:30 0 0
0:45 0 0 0 0 12:45 6 11 3 14
1:00 0 0 13:00 1 2
1:15 0 0 13:15 0 0
1:30 0 0 13:30 1
1:45 0 0 0 0 13:45 3 5 1 4 9
2:00 0 0 14:00 1 2
2:15 0 0 14:15 0 2
2:30 0 0 14:30 0
2:45 0 0 0 0 14:45 3 2 6 9
3:00 0 0 15:00 0 0
3:15 0 0 15:15 2 1
3:30 0 0 15:30 0 0
3:45 0 0 0 0 15:45 0 2 0 1 3
4:00 0 0 16:00 2 3
4:15 0 0 16:15 4 0
4:30 0 0 16:30 2
4:45 0 0 0 0 16:45 1 9 5 14
5:00 2 0 17:00 2 1
5:15 0 0 17:15 0 0
5:30 0 0 17:30 1 0
5:45 0 2 0 0 2 17:45 2 5 0 6
6:00 0 0 18:00 4 1
6:15 1 0 18:15 1 0
6:30 0 1 18:30 3 0
6:45 0 1 0 2 18:45 2 10 2 12
7:00 0 0 19:00 2 1
7:15 0 0 19:15 1 0
7:30 1 0 19:30 3 1
7:45 0 1 0 0 1 19:45 7 0 2 9
8:00 0 0 20:00 D 0
8:15 3 0 20:15 0 1
8:30 2 2 20:30 0 0
8:45 1 6 0 2 8 20:45 0 0 0 1 1
9:00 0 21:00 0 0
9:15 1 0 21:15 0 0
9:30 3 0 21:30 1 0
9:45 0 5 0 0 5 21:45 0 1 1 2
10:00 0 2 22:00 0 0
10:15 2 22:15 0 2
10:30 1 0 22:30 0 1
10:45 0 2 1 5 7 22:45 1 0 3 4
11:00 2 1 23:00 0
11:15 1 23:15 0 0
11:30 0 4 23:30 0 0
11:45 0 3 0 6 9 23:45 0 0 0
Total Vol. 20 14 34 55 29 84
Dally Totals
EB WB Combined
75 43 118
AM PM
sent% 58.8% 41.2% 28.8% 65.5% 34.5% 71.2%
Peak Hour 8:15 10:45 11:30 12:00 13:30 12:15
Volume 7 7 11 11 6 15
P.H.F, 0.58 0.44 o.ss 0.46 0.75 0.54
PRsPARfO BV• ~imTO 714 ~l 7SS§ Uf!!•lmtd <gm
Wednesda~. Aenl 17. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT15 Weatherwood between Alderwood and Via Portola PREPARED BY: AimTD LLC. tel: 1u l5l 1111 AM Period NB SB PM Period NB SB
0:00 0 o 12:00 9 3
0:15 0 o 12:15 8 7
0:30 0 0 12:30 2 11
0:45 0 a 0 a 12:45 5 24 2 23 47
1:00 0 0 13:00 2 5
1:15 0 0 13:15 10 3
1:30 0 0 13:30 3 7
1:45 o a 0 a 13:45 8 23 3 18 41
2:00 0 o 14:00 13
2:15 0 0 14:15 6 8
2:30 0 14:30 7 4
2:45 2 0 a 2 14:45 6 32 3 16 48
3:00 0 0 15:00 4 5
3:15 0 0 15:15 8 3
3:30 0 0 15:30 9 9
3:45 0 0 0 0 15:45 10 31 4 21 52
4:00 0 16:00 6 6
4:15 0 0 16:15 7 2
4:30 0 0 16:30 7 7
4:45 1 0 1 2 16:45 5 25 3 18 43
5:00 0 17:00 6 5
5:15 0 17:15 9 4
5:30 0 3 17:30 4 5
5:45 1 2 1 5 7 17:45 5 24 4 18 42
6:00 18:00 9 6
6:15 18:15 7 3
6:30 5 0 18:30 8 10
6:45 6 13 2 4 17 18:45 5 29 2 21 50
7:00 4 19:00 6 3
7:15 5 2 19:15 4 4
7:30 8 3 19:30 3 6
7:45 13 30 7 13 43 19:45 5 18 2 15 33
8:00 10 5 20:00 3 2
8:15 6 6 20:15 4 3
8:30 6 4 20:30 3
8:45 4 26 7 22 48 20:45 2 12 4 10 22
9:00 9 3 21:00 2 4
9:15 3 5 21:15 3 2
9:30 2 21:30
9:45 5 19 2 11 30 21:45 0 6 8 14
10:00 5 2 22:00 0
10:15 7 5 22:15 0
10:30 11 8 22:30
10:45 4 27 3 18 45 22:45 0 2 3 5 7
11:00 10 5 23:00 0 0
11:15 9 23:15 0 0
11:30 3 3 23:30 0
11:45 6 28 5 14 42 23:45 0 1 0 0
Total Vol. 148 88 236 227 173 400
Daily Totals
NB SB Combined
375 261 636
AM PM
sent% 62.7% 37.3% 37.1% 56.8% 43.3% 62.9%
Peak Hour 7:30 11:45 7:30 13:15 12:15 15:15
Volume 37 26 58 34 25 55
P.H.F. 0.71 0.59 0.73 0.73 0.57 0.76
PREPARED BY A,mTD LL~ !el 714 253 7!!88 cs@a imtd com
Thursda)'., Aeril 181 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT15 Weatherwood between Alderwood and Via Portola PREPARED BY: AimTD LLC. tel: 114 l5l 1aae AM Period NB SB PM Period NB SB
0:00 0 0 12:00 4 6
0:15 0 0 12:15 4 5
0:30 0 12:30 10 5
0:45 0 l 2 2 3 12:45 9 27 8 24 51
1:00 0 0 13:00 11 4
1:15 0 0 13:15 15 3
1:30 0 0 13:30 3 3
1:45 0 0 0 0 13:45 5 34 5 15 49
2:00 0 0 14:00 5 3
2:15 0 14:15 6
2:30 0 0 14:30 4 3
2:45 0 0 0 1 14:45 7 22 2 9 31
3:00 0 15:00 7 2
3:15 0 0 15:15 6 5
3:30 0 0 15:30 8 6
3:45 0 1 0 0 1 15:45 8 29 7 20 49
4:00 0 0 16:00 5 2
4:15 0 0 16:15 4 5
4:30 0 16:30 9 9
4:45 2 0 0 2 16:45 5 23 7 23 46
5:00 0 0 17:00 10 4
5:15 1 0 17:15 3 4
5:30 0 17:30 7 8
5:45 0 2 0 0 2 17:45 9 29 6 22 51
6:00 18:00 5 6
6:15 2 2 18:15 6 7
6:30 5 2 18:30 7 3
6:45 7 15 6 21 18:45 6 24 4 20 44
7:00 3 2 19:00 5 2
7:15 7 2 19:15 3
7:30 11 3 19:30 3 4
7:45 11 32 7 14 46 19:45 4 15 2 9 24
8:00 12 3 20:00 4
8:15 7 5 20:15 3 3
8:30 13 6 20:30 3 3
8:45 6 38 6 20 58 20:45 2 12 8 20
9:00 7 7 21:00 2 2
9:15 3 2 21:15 2 2
9:30 8 2 21:30 0 2
9:45 9 27 5 16 43 21:45 5 2 8 13
10:00 7 2 22:00
10:15 7 5 22:15 2
10:30 3 4 22:30 0 0
10:45 10 27 2 13 40 22:45 0 3 2 4 7
11:00 6 3 23:00
11:15 5 4 23:15 0
11:30 5 4 23:30 0 0
11:45 3 19 3 14 33 23:45 2 3 5
Total Vol. 165 85 250 225 165 390
Daily Totals
NB SB Combined
390 250 640
AM PM
sent% 66.0% 34.0% 39.1% 57.7% 42.3% 60.9%
Peak Hour 7:45 8:15 7:45 12:30 17:30 12:30
Volume 43 24 64 45 27 65
P.H.F. 0.83 0.86 0.84 0.93 0.84 0.90
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturdal , Ae ril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT15 Weatherwood between Alderwood and Via Portola PREPARED BY: AimTD LLC. tel: 114 2s3 1aaa AM Period NB SB PM Period NB SB
0:00 0 2 12:00 11 6
0:15 1 12:15 5 5
0:30 0 0 12:30 9 3
0:45 2 0 3 5 .12:45 10 35 3 17 52
1:00 0 0 13:00 6 4
1:15 0 0 13:15 8 3
1:30 0 0 13:30 5 5
1:45 0 0 0 0 13:45 8 27 4 16 43
2:00 0 14:00 4 6
2:15 0 0 14:15 7 3
2:30 0 0 14:30 8 5
2:45 0 0 0 1 14:45 6 25 3 17 42
3:00 0 0 15:00 7 4
3:15 0 15:15 3 4
3:30 0 0 15:30 5 4
3:45 0 0 0 1 15:45 5 20 4 16 36
4:00 0 0 16:00 11 6
4:15 0 0 16:15 9 2
4:30 0 0 16:30 3 6
4:45 0 0 0 0 16:45 9 32 2 16 48
5:00 0 0 17:00 5 3
5:15 0 0 17:15
5:30 1 17:30 4 6
5:45 2 3 0 4 17:45 8 18 2 12 30
6:00 0 0 18:00 2 2
6:15 18:15 3 3
6:30 0 4 18:30 7 4
6:45 2 0 5 7 18:45 2 14 0 9 23
7:00 0 0 19:00 3
7:15 1 0 19:15 2 3
7:30 3 19:30 2 4
7:45 5 9 2 11 19:45 4 11 2 10 21
8:00 4 3 20:00 3
8:15 6 3 20:15 4 3
8:30 2 3 20:30 2 2
8:45 6 18 0 9 27 20:'IS 10 2 8 18
9:00 6 2 21:00 6 4
9:15 7 3 21: 15 2 4
9:30 5 4 21:30 5 2
9:45 10 28 4 13 41 21:45 14 1 11 25
10:00 8 2 22:00 2 3
10:15 2 2 22:15 2 1
10:30 7 3 22:30 0 0
10:45 11 28 8 36 22:45 1 5 0 4 9
11:00 6 23:00 0
11:15 2 2 23:15 0
11:30 10 6 23:30 0
11:45 2 20 6 15 35 23:45 0 3 4
Total Vol. 111 57 168 212 139 351
Daily Totals
NB SB Combined
323 196 519
AM PM
Selit% 66.1% 33.9% 32.4% 60.4% 39.6% 67.6%
Peak Hour 9:15 11:30 11:30 12:00 13:15 12:00
Volume 30 23 51 35 18 52
P.H.F. 0.75 0.96 0.75 0.77 0.75 0.76
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Wednesdal , Aeril17, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT16 Via De Anza between Via Portola and Via Bajo Cerro PREPARED BY: AimTD LLC. tel: 714 253 1aaa AM Period NB SB PM Period NB SB
0:00 0 0 12:00 5 6
0:15 0 0 12:15 2 6
0:30 0 0 12:30 11
0:45 D 0 0 0 12:45 2 20 6 19 39
1:00 D 0 13:00 6 5
1:15 0 0 13:15 4 2
1:30 0 0 13:30 4 4
1:45 0 0 0 0 13:45 6 20 4 15 35
2:00 0 0 14:00 6 6
2:15 0 0 14:15 10 2
2:30 0 0 14:30 8 2
2:45 0 0 0 0 14:45 4 28 4 14 42
3:00 0 0 15:00 2 6
3:15 0 15:15 3 5
3:30 0 0 15:30 10 14
3:45 1 0 1 2 15:45 9 24 4 29 53
4:00 0 0 16:00 4 4
4:15 0 0 16:15 5
4:30 0 1 16:30 8 9
4:45 0 0 2 2 16:45 2 19 2 16 35
5:00 0 0 17:00 6 3
5:15 1 0 17:15 5 8
5:30 17:30 9 3
5:45 0 2 0 1 3 17:45 5 25 5 19 44
6:00 2 18:00 4 6
6:15 0 18:15 4
6:30 2 18:30 10 3
6:45 5 3 6 11 18:45 4 22 2 12 34
7:00 6 19:00
7:15 2 19:15 6 2
7:30 2 6 19:30 6 3
7:45 7 11 4 18 29 19:45 2 15 6 12 27
8:00 6 7 20:00 5 2
8:15 6 8 20:15 3 3
8:30 7 3 20:30 3 1
8:45 3 22 19 41 20:45 3 14 7 21
9:00 3 21:00 3 2
9:15 3 21:15 3
9:30 2 4 21:30 0
9:45 7 15 4 10 25 21:45 7 0 4 11
10:00 4 6 22:00 2
10:15 7 2 22:15 2 0
10:30 4 3 22:30 0 0
10:45 2 17 8 19 36 22:45 4 0 2 6
11:00 3 4 23:00 0 0
11:15 2 6 23:15 1 0
11:30 2 5 23:30 0 0
11:45 5 12 16 28 23:45 0 0 0 1
Total Vol. 85 92 177 199 149 348
Daily Totals
NB SB Combined
284 241 525
AM PM
sent% 48.0% 52.0% 33.7% 57.2% 42.8% 66.3%
Peak Hour 7:45 7:30 7:45 13:45 14:45 15:00
Volume 26 25 48 30 29 53
P.H.F. 0.93 0.78 0.86 0.80 0.52 0.55
PREPAR!;.D BY. AlmTQ LL!;; tel· 714 253 7888 cs@.!lmld com Thursda~. Aeril 18, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT16 Via De Anza between Via Portola and Via Bajo Cerro PREPARED BY: AimTD LLC. tel: 1u 1sl 1111 AM Period NB SB PM Period NB SB
0:00 0 0 12:00 5 2
0:15 0 0 12:15 1 4
0:30 0 0 12:30 7 5
0:45 0 0 1 12:45 4 17 12 29
1:00 0 0 13:00 3 4
1:15 0 0 13:15 6 9
1:30 0 0 13:30 4 3
1:45 0 0 0 0 13:45 2 15 4 20 35
2:00 0 0 14:00 3
2:15 0 1 14:15 3 3
2:30 0 14:30 5
2:45 0 0 0 2 2 14:45 7 18 3 8 26
3:00 0 0 15:00 7 5
3:15 0 0 15:15 2 6
3:30 0 0 15:30 7 6
3:45 0 0 0 0 15:45 10 26 4 21 47
4:00 0 16:00 6 2
4:15 0 0 16:15 3 2
4:30 0 0 16:30 5 6
4:45 0 1 0 0 16:45 6 20 11 31
5:00 0 1 17:00 3 4
5:15 0 0 17:15 3 3
5:30 0 17:30 6
5:45 0 1 2 3 17:45 7 19 8 16 35
6:00 2 18:00 6 3
6:15 3 2 18:15 6 2
6:30 4 18:30 6 3
6:45 6 12 2 9 21 18:45 4 22 2 10 32
7:00 0 5 19:00 2
7:15 2 3 19:15 2 4
7:30 5 6 19:30 1 3
7:45 9 16 6 20 36 19:45 4 9 4 12 21
8:00 7 20:00 0
8:15 8 11 20:15 2 3
8:30 10 3 20:30 2 0
8:45 4 29 4 19 48 20:4S 2 6 0 4 10
9:00 4 21:00 2 0
9:15 3 3 21:15 2 1
9:30 3 6 21:30 2 0
9:45 7 17 5 15 32 21:45 2 8 2 10
10:00 11 9 22:00 2 0
10:15 1 5 22:15 0
10:30 5 2 22:30 0
10:45 18 8 24 42 22:45 0 4 0 0 4
11:00 4 4 23:00 0
11:15 6 3 23:15 2
11:30 5 2 23:30 1 0
11:45 4 19 1 10 29 .23:45 4 3 5 9
Total Vol. 114 101 215 168 121 289
Dally Totals
NB SB Combined
282 222 504
AM PM
sent% 53.0% 47.0% 42.70/o 58.1% 41.9% 57.3%
Peak Hour 7:45 9:30 7:45 15:00 15:00 15:00
Volume 34 25 55 26 21 47
P.H.F. 0.85 0.69 0.72 0.82 0.88 0.84
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturda;i'., Aeril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT16 Via De Anza between Via Portola and Via Bajo Cerro PREPARED BY: AimTD LLC. tel: 114 2sl 1111 AM Period NB SB PM Period NB SB
0:00 0 12:00 5 4
0:15 1 12:15 3 0
0:30 0 0 12:30 6 0
0:45 0 2 2 4 12:45 5 21 4 8 29
1:00 0 0 13:00 5 5
1:15 0 0 13:15 4 5
1:30 0 0 13:30 2 2
1:45 0 0 0 0 13:45 6 19 6 20 39
2:00 0 0 14:00 6
2:15 0 0 14:15 6 6
2:30 0 0 14:30 10 9
2:45 0 0 0 0 14:45 5 29 6 22 51
3:00 0 0 15:00 3 3
3:15 0 0 15:15 9
3:30 0 0 15:30 4
3:45 0 0 1 15:45 2 18 5 10 28
4:00 0 0 16:00 4 6
4:15 0 0 16:15 6 7
4:30 0 0 16:30 7 4
4:45 0 0 0 0 16:45 2 21 18 39
5:00 0 0 17:00 2 6
5:15 0 0 17: 15 9 1
5:30 0 0 17:30 9 3
5:45 0 0 1 l 17:45 4 24 5 17 41
6:00 1 18:00 5 0
6:15 0 0 18:15 3 1
6:30 3 0 18:30 2 3
6:45 5 2 7 18:45 6 16 2 6 22
7:00 0 19:00 6 2
7:15 0 3 19:15 4
7:30 5 4 19:30 2 3
7:45 4 9 0 8 17 19:45 4 16 2 8 24
8:00 4 20:00 0 2
8:15 3 20:15 2 0
8:30 1 3 20:30 2 2
8:45 3 8 6 14 22 20:45 0 4 0 4 8
9:00 4 21:00 2 2
9:15 2 3 21:15 0
9:30 5 3 21:30 4
9:45 4 12 5 15 27 21:45 0 4 7 11
10:00 5 2 22:00 4 2
10:15 4 3 22:15 2
10:30 7 4 22:30 0 1
10:45 5 21 5 14 35 22:45 6 0 5 11
11:00 5 23:00 2
11:15 4 2 23:15 0 0
11:30 4 7 23:30 1
11:45 3 12 6 20 32 ·23:45 4 0 2 6
Total Vol. 70 76 146 182 127 309
Daily Totals
NB SB Combined
252 203 455
AM PM
SelitO/o 47.9% 52.1% 32.10/o 58.9% 41.1% 67.9%
Peak Hour 10:00 11:00 10:00 13:45 13:45 13:45
Volume 21 20 35 32 24 56
P.H.F. 0,75 0.71 0.80 0.88 0.67 0.74
PREPARED BY: Aimm LLC. tel: 714 253 7888 [email protected]
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED3 Via De Anza between Via Bajo Cerro and Los Osos Dr. AimTD 114 253 1aae [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 7 7
0:15 0 0 12:15 6 3
0:30 0 0 12:30 2 11
0:45 0 0 0 0 12:45 5 20 6 27 47
1:00 0 0 13:00 5 7
1:15 0 D 13:15 2 6
1:30 D D 13:30 4 6
1:45 0 0 0 0 13:45 6 17 8 27 44
2:00 0 0 14:00 6 12
2:15 0 D 14:15 3 13
2:30 0 D 14:30 3 6
2:45 D 0 0 D 14:45 13 7 38 51
3:00 0 0 15:00 5 7
3:15 0 0 15:15 6 5
3:30 0 0 15:30 14 15
3:45 0 0 0 0 15:45 1 26 11 38 64
4:00 0 0 16:00 4 4
4:15 0 0 16:15 1 5
4:30 1 0 16:30 12 7
4:45 1 2 0 0 2 16:45 2 19 6 22 41
5:00 0 0 17:00 2 8
5:15 0 17:15 7 9
5:30 0 0 17:30 2 9
5:45 1 0 1 2 17:45 7 18 11 37 55
6:00 3 0 18:00 6 8
6:15 1 18:15 3 5
6:30 4 1 18:30 3 10
6:45 4 12 0 2 14 18:45 2 14 7 30 44
7:00 8 2 19:00 0
7:15 2 19:15 3 5
7:30 10 2 19:30 3 6
7:45 6 25 6 12 37 19:45 6 13 2 13 26
8:00 7 6 20:00 1 5
8:15 11 6 20:15 3 6
8:30 3 6 20:30 0 7
8:45 3 24 2 20 44 20:45 2 6 3 21 27
9:00 1 2 21:00 0 5
9:15 3 3 21:15 0 4
9:30 5 1 21:30 0
9:45 1 10 11 17 27 21:45 1 11 12
10:00 5 4 22:00 2 1
10:15 2 8 22:15 0 3
10:30 4 3 22:30 0 0
10:45 7 18 3 18 36 22:45 0 2 5 7
11:00 3 4 23:00 0 0
11:15 7 5 23:15 1 2
11:30 4 4 23:30 0 0
11:45 15 5 18 33 23:45 0 1 0 2 3
Total Vol. 107 88 195 150 271 421
Daily Totals
EB WB Combined
257 359 616
AM PM
sent% 54.9% 45.1% 31.7% 35.6% 64.4% 68.3%
Peak Hour 7:30 9:45 7:30 14:45 13:30 15:00
Volume 34 26 54 26 39 64
P.H.F. 0.77 0.59 0.79 0.46 0.75 0.55
PRf P~RED av• Alm TD 't• 2~~ Zi:18 ~<1Sla ,m1d ""!!l
Thursday, April 18, 2024 PROJECT: SC4508
SPEED3 Via De Anza between Via Bajo Cerro and Los Osos Dr. AimTD 114 253 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2 6
0:15 0 0 12:15 4 1
0:30 0 0 12:30 6 8
0:45 0 0 0 0 12:45 1 13 4 19 32
1:00 0 0 13:00 3 6
1:15 0 0 13:15 5 5
1:30 0 0 13:30 10 4
1:45 0 0 0 0 13:45 5 23 3 18 41
2:00 0 0 14:00 1 4
2:15 0 14:15 2 4
2:30 1 0 14:30 2 8
2:45 0 2 0 0 2 14:45 1 6 4 20 26
3:00 0 0 15:00 6 6
3:15 0 0 15:15 12 7
3:30 0 0 15:30 4 18
3:45 0 0 0 0 15:45 3 25 9 40 65
4:00 0 1 16:00 0 3
4:15 0 0 16:15 1 3
4:30 0 0 16:30 3 9
4:45 0 0 0 1 1 16:45 2 6 8 23 29
5:00 0 17:00 4 7
5:15 0 0 17:15 2 7
5:30 0 0 17:30 1 6
5:45 3 4 0 0 4 17:45 6 13 10 30 43
6:00 3 1 18:00 2 8
6:15 4 2 18:15 3 8
6:30 4 3 18:30 9 6
6:45 12 4 10 22 18:45 3 17 7 29 46
7:00 6 0 19:00 0 5
7:15 3 1 19:15 3 3
7:30 6 6 19:30 6 2
7:45 8 23 6 13 36 19:45 4 13 6 16 29
8:00 5 7 20:00 1 2
8:15 8 13 20:15 2 4
8:30 4 6 20:30 3
8:45 5 22 4 30 52 20:45 5 3 12 17
9:00 5 3 21:00 0 3
9:15 4 3 21:15 1 2
9:30 3 7 21:30 0 3
9:45 2 14 8 21 35 21:45 0 1 3 11 12
10:00 3 4 22:00 0 2
10:15 6 3 22:15 0
10:30 3 5 22:30 0
10:45 10 22 2 14 36 2.2;45 0 0 0 4 4
11:00 2 4 23:00 1 0
11:15 6 23:15 0 2
11:30 4 5 23:30 2
11:45 8 5 20 28 23:45 4 4 8
Total Vol. 107 109 216 126 226 352
Daily Totals
EB WB Combined
233 335 568
AM PM
sent% 49.5% 50.5% 38.00/o 35.8% 64.2% 62.00/o
Peak Hour 7:30 7:30 7:30 15:00 15:00 15:00
Volume 27 32 59 25 40 65
P.H.F. 0.84 0.62 0.70 0.52 0.56 0.74
PREPARED ~v ~ A1mTOJ14 :!53 ] &8St!,:i'6>~tmuJ com
Saturday., April 20, 2024 PROJECT: SC4508
SPEED3 Via De Anza between Via Bajo Cerro and Los Osos Dr. Aimm 114 HJ 788& [email protected] AM Period EB WB PM Period EB WB
0:00 0 12:00 3 7
0:15 0 1 12:15 4 3
0:30 0 0 12:30 1 11
0:45 2 2 0 2 4 12:45 4 12 8 29 41
1:00 0 0 13:00 4 5
1:15 0 1 13:15 4 4
1:30 0 0 13:30 3 3
1:45 0 0 0 13:45 6 17 8 20 37
2:00 0 0 14:00 3 9
2:15 0 0 14:15 4 8
2:30 0 0 14:30 6 11
2:45 0 0 o o 14:45 4 17 8 36 53
3:00 0 0 15:00 6 9
3:15 0 0 15:15 4 10
3:30 0 0 15:30 4 5
3:45 0 0 1 1 15:45 3 17 4 28 45
4:00 0 0 16:00 6 6
4:15 0 0 16:15 8 9
4:30 1 0 16:30 3 7
4:45 0 1 0 0 16:45 2 19 3 25 44
5:00 0 0 17:00 8 4
5:15 0 0 17:15 11
5:30 0 0 17:30 5 5
5:45 1 0 0 1 17:45 5 19 6 26 45
6:00 1 1 18:00 3 7
6:15 1 0 18:15 2 6
6:30 1 18:30 3 4
6:45 1 4 3 7 18:45 1 9 7 24 33
7:00 2 0 19:00 3 8
7:15 4 2 19:15 0 6
7:30 4 4 19:30 3 5
7:45 0 10 3 9 19 19:45 1 7 4 23 30
8:00 3 2 20:00 1 0
8:15 4 20:15 0 4
8:30 5 3 20:30 2 4
8:45 12 21 2 11 32 20:45 0 3 0 8 11
9:00 4 2 21:00 0 3
9:15 2 0 21:15 0 2
9:30 4 6 21:30 4 2
9:45 4 14 5 13 27 21:45 0 4 2 9 13
10:00 3 7 22:00 2 2
10:15 8 3 22:15 1
10:30 4 9 22:30 2
10:45 4 19 5 24 43 22:45 0 5 l 5 10
11:00 6 2 23:00 2 3
11:15 2 1 23:15 0
11:30 5 8 23:30 2
11:45 10 23 4 15 38 23:45 0 4 6 10
Total Vol. 95 79 174 133 239 372
Daily Totals
EB WB Combined
228 318 546
AM PM
se1it% 54.6% 45.4% 31.90/o 35.8% 64.2% 68.10/o
Peak Hour 8:30 11:45 11:30 15:30 14:30 14:30
Volume 23 25 44 21 38 SB
P.H.F. 0.48 0.57 0.79 0.66 0.86 0.85
PR~PAR§:/ BY· A,mTO 7 IJ ~53 7B88 <>/5)>1,.,,d «>m
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED4 Via De Anza between Los Osos Dr and Palo Dr. AimTD 114 253 7818 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 3 12
0:15 0 0 12:15 5 11
0:30 0 0 12:30 6 12
0:45 0 0 0 0 12:45 7 21 11 46 67
1:00 0 0 13:00 8 12
1:15 0 0 13:15 3 10
1:30 0 0 13:30 4 8
1:45 0 0 0 0 13:45 9 24 8 38 62
2:00 0 0 14:00 7 14
2:15 0 0 14:15 6 16
2:30 0 0 14:30 11
2:45 0 0 0 0 14:45 4 18 12 53 71
3:00 0 0 15:00 5 12
3:15 0 0 15:15 9 8
3:30 1 1 15:30 13 12
3:45 0 1 0 l 2 15:45 4 31 13 45 76
4:00 0 0 16:00 5 6
4:15 0 0 16:15 4 10
4:30 2 0 16:30 9 8
4:45 3 0 0 3 16:45 3 21 8 32 53
5:00 0 0 17:00 0 11
5:15 0 1 17:15 7 20
5:30 0 0 17:30 3 18
5:45 1 2 3 17:45 7 17 14 63 80
6:00 3 2 18:00 6 14
6:15 5 0 18:15 4 9
6:30 4 2 18:30 3 16
6:45 7 19 1 5 24 18:45 6 19 14 53 72
7:00 7 2 19:00 3 4
7:15 7 3 19:15 4 8
7:30 11 4 19:30 0 9
7:45 8 33 7 16 49 19:45 7 14 12 33 47
8:00 12 10 20:00 6
8:15 12 10 20:15 1 9
8:30 5 9 20:30 0 10
8:45 8 37 4 33 70 20:45 2 4 4 29 33
9:00 4 4 21:00 0 6
9:15 8 7 21:15 0 5
9:30 13 7 21:30 0 3
9:45 4 29 9 27 56 21:45 2 2 2 16 18
10:00 4 7 22:00 1 3
10:15 4 12 22:15 1 5
10:30 6 8 22:30 0 1
10:45 11 25 8 35 60 22:45 0 2 3 12 14
11:00 7 5 23:00 0 0
11:15 10 7 23:15 1 2
11:30 6 6 23:30 0 1
11:45 3 26 10 28 54 23~45 0 1 1 4 5
Total Vol. 174 147 321 174 424 598
Daily Totals
EB WB Combined
348 571 919
AM PM
seut% 54.2% 45 .. 8% 34.9% 29.1% 70.9% 65.1%
Peak Hour 7:30 11:45 7:30 14:45 17:15 17:15
Volume 43 45 74 31 66 89
P.H.F. 0.90 0.94 0.84 0.60 0.83 0.82
P~PAA~O l1,V. Alml s! 71< 2517SS!! c!@aimtd eom
Thursda Aoril 18, 2024 PROJECT: SC4508
SPEED4 Via De Anza between Los Osos Dr and Palo Dr. AimTD 114 25J 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 3 9
0:15 0 0 12:15 4 8
0:30 0 0 12:30 8 16
0:45 0 0 2 2 2 12:45 4 19 7 40 59
1:00 1 0 13:00 7 7
1:15 0 0 13:15 4 9
1:30 0 13:30 10 6
1:45 0 1 0 1 2 13:45 6 27 7 29 56
2:00 0 0 14:00 4 5
2:15 2 0 14:15 10 7
2:30 0 0 14:30 4 6
2:45 0 2 0 0 2 14:45 7 25 10 28 53
3:00 0 0 15:00 9 10
3:15 0 0 15:15 11 15
3:30 0 0 15:30 4 23
3:45 0 0 0 0 15:45 B 32 15 63 95
4:00 0 0 16:00 6 6
4:15 0 0 16:15 4 8
4:30 3 0 16:30 4 14
4:45 4 0 0 4 16:45 8 22 13 41 63
5:00 0 17:00 5 23
5:15 0 0 17:15 5 7
5:30 1 1 17:30 5 11
5:45 3 s 0 1 6 17:45 7 22 9 50 72
6:00 1 2 18:00 2 11
6:15 7 2 18:15 5 10
6:30 6 4 18:30 8 11
6:45 3 17 5 13 30 18:45 3 18 14 46 64
7:00 4 3 19:00 6 9
7:15 4 0 19:15 3 6
7:30 13 7 19:30 6 6
7:45 11 32 10 20 52 19:45 4 19 9 30 49
8:00 7 8 20:00 5 11
8:15 12 16 20:15 3 6
8:30 6 11 20:30 2 8
8:45 10 35 11 46 81 20:45 11 4 29 40
9:00 7 8 21:00 2 4
9:15 5 3 21:15 1 4
9:30 7 11 21:30 0 6
9:45 5 24 16 38 62 21:45 0 3 8 22 25
10:00 6 7 22:00 1 5
10:15 9 4 22:15 0 3
10:30 6 7 22:30 0 2
10:45 10 31 5 23 54 22:45 0 1 0 10 11
11:00 5 5 23:00 0 1
11:15 1 9 23:15 1 2
11:30 6 7 23:30 3 3
11:45 6 18 9 30 48 23:45 0 4 7 11
Total Vol. 169 174 343 203 395 598
Daily Totals
EB WB Combined
372 569 941
AM PM
sent% 49.3% 50.7% 36.5% 33.9% 66.1% 63.50/o
Peak Hour 7:30 8:00 7:30 15:00 15:00 15:00
Volume 43 46 84 32 63 95
P.H.F. 0.83 0.72 0.75 0.73 0.68 0.88
PREPARED BY: ~, mTQ 7!J ?,53 7SSS u@a,mtd com
Saturday, April 20, 2024 PROJECT: SC4508
SPEED4 Via De Anza between Los Osos Dr and Palo Dr. AimTD 714 253 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 6 9
0:15 0 2 12:15 11 6
0:30 0 0 12:30 2 12
0:45 2 2 0 2 4 12;45 5 24 10 37 61
1:00 0 0 13:00 8 8
1;15 0 1 13:15 6 12
1:30 0 0 13:30 6 8
1:45 0 0 0 1 13:45 4 24 9 37 61
2:00 0 0 14:00 6 14
2:15 0 0 14:15 8 19
2:30 0 0 14:30 8 11
2:45 0 0 0 0 14:45 7 29 16 60 89
3:00 0 0 15:00 8 10
3:15 0 0 15:15 6 13
3:30 0 0 15:30 7 9
3:45 0 0 0 0 15:45 4 25 9 41 66
4:00 0 0 16:00 8 8
4:15 0 0 16:15 8 9
4:30 0 16:30 5 10
4:45 0 0 0 16:45 4 25 9 36 61
5:00 0 1 17:00 12 10
5:15 0 0 17:15 5 14
5:30 1 0 17:30 5 7
5:45 0 2 3 4 17:45 6 28 14 45 73
6:00 2 2 18:00 6 9
6:15 3 0 18:15 6 11
6:30 2 3 18:30 4 7
6:45 3 10 4 9 19 18:45 1 17 9 36 53
7:00 5 3 19:00 3 8
7:15 6 5 19:15 1 9
7:30 10 11 19:30 5 7
7:45 3 24 4 23 47 19:45 0 9 4 28 37
8:00 13 10 20:00 2 3
8:15 13 10 20:15 2 6
8:30 14 7 20:30 2 8
8:45 13 53 5 32 85 20:45 1 7 1 18 25
9:00 4 5 21:00 1 5
9:15 9 5 21:15 0 7
9:30 9 9 21:30 3 6
9:45 4 26 10 29 55 21:45 0 4 4 22 26
10:00 9 11 22:00 2 3
10:15 10 6 22:15 2 3
10:30 6 12 22:30 2 2
10:45 5 30 17 46 76 22:45 1 7 2 10 17
11:00 13 8 23:00 3 4
11:15 8 6 23:15 0
11:30 6 11 23:30 1
11:45 13 40 10 35 75 23:45 0 4 4 10 14
Total Vol. 187 180 367 203 380 583
Daily Totals
EB WB Combined
390 560 950
AM PM
sent% 51.0% 49.0% 38.6% 34.8% 65.2% 61.4%
Peak Hour 8:00 10:00 8:00 14:15 14:00 14:00
Volume 53 46 85 31 60 89
P.H.F. 0.95 0.68 0.92 0.97 0.79 0.82
PttEPAAEOD''; A1m!Q 71: ~17i§S cs@ot1ml~.som
Wednesdal, Aeril 17, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT17 Via De Anza between Palo Dr and Golden Lantern PREPARED BY: AimTD LLC. tel: 114 2sl 1aea AM Period EB WB PM Period EB WB
0:00 0 0 12:00 6 18
0:15 0 1 12:15 16 25
0:30 0 0 12:30 12 28
0:45 0 0 0 1 12:45 11 45 22 93 138
1:00 0 0 13:00 10 27
1:15 0 0 13:15 8 21
1:30 0 0 13:30 9 21
1:45 0 0 0 0 13:45 7 34 22 91 125
2:00 0 0 14:00 11 21
2:15 0 0 14:15 18 25
2:30 0 0 14:30 9 15
2:45 0 0 0 0 14:45 14 52 21 82 134
3:00 0 0 15:00 13 28
3:15 0 0 15:15 12 25
3:30 0 15:30 15 32
3:45 0 0 0 l 1 15:45 14 54 23 108 162
4:00 0 0 16:00 9 17
4:15 0 0 16:15 10 21
4:30 0 16:30 12 27
4:45 0 0 2 3 3 16:45 8 39 18 83 122
5:00 0 17:00 11 18
5:15 0 2 17:15 18 28
5:30 0 17:30 16 26
5:45 0 0 2 6 6 17:45 11 56 22 94 150
6:00 3 18:00 14 23
6:15 0 5 18:15 7 13
6:30 7 18:30 11 18
6:45 0 2 11 26 28 18:45 14 46 23 77 123
7:00 7 19:00 7 11
7:15 2 14 19:15 7 12
7:30 4 21 19:30 11 16
7:45 9 16 20 62 78 19:45 11 36 21 60 96
8:00 9 21 20:00 4 9
8:15 9 28 20:15 11 16
8:30 9 21 20:30 9 13
8:45 4 31 19 89 120 20:45 7 31 11 49 80
9:00 5 14 21:00 7 11
9:15 7 22 21:15 6 7
9:30 5 21 21:30 3 6
9:45 7 24 18 75 99 21:45 3 19 7 31 so
10:00 8 16 22:00 4 7
10:15 11 14 22:15 3 4
10:30 8 20 22:30 0 2
10:45 9 36 24 74 110 22:45 8 2 15 23
11:00 7 18 23:00 0 0
11:15 4 17 23:15 2
11:30 6 14 23:30 2
11:45 14 31 20 69 100 23:45 0 2 2 6 8
Total Vol. 140 406 546 422 789 1211
Daily Totals
EB WB Combined
562 1195 1757
AM PM
sent% 25.6% 74.4% 31.1% 34.8% 65.2% 68.9%
Peak Hour 11:45 11:45 11:45 17:15 15:00 15:00
Volume 48 91 139 59 108 162
P.H.F. 0.75 0.81 0.85 0.78 0.84 0.86
EREPARED BY. AJmTO LLQ. tel 714 253 7888 cs@almtd com
Thursda}', Aeril 18, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT17 Via De Anza between Palo Dr and Golden Lantern PREPARED BY: AimTD LLC. tel: 11, 2sl 7888 AM Period EB WB PM Period EB WB
0:00 0 0 12:00 12 21
0:15 0 0 12:15 6 14
0:30 0 0 12:30 15 28
0:45 2 2 3 12:45 10 43 17 80 123
1:00 0 2 13:00 8 15
1:15 0 0 13:15 9 15
1:30 0 0 13:30 7 18
1:45 0 0 0 2 2 13:45 9 33 17 65 98
2:00 0 14:00 9 14
2:15 0 14:15 7 18
2:30 0 0 14:30 7 12
2:45 0 0 0 2 2 14:45 11 34 19 63 97
3:00 0 0 15:00 13 26
3:15 0 0 15:15 18 36
3:30 2 15:30 20 32
3:45 0 0 2 3 15:45 14 65 23 117 182
4:00 0 16:00 8 18
4:15 0 0 16:15 11 19
4:30 0 2 16:30 16 25
4:45 0 0 0 3 3 16:45 11 46 20 82 128
5:00 0 17:00 21 28
5:15 0 2 17:15 9 20
5:30 0 17:30 9 19
5:45 0 0 2 6 6 17:45 7 46 15 82 128
6:00 2 7 18:00 8 16
6:15 6 18:15 8 16
6:30 2 11 18:30 11 23
6:45 3 8 12 36 44 18:45 13 40 21 76 116
7:00 2 9 19:00 10 19
7:15 0 8 19:15 6 9
7:30 7 24 19:30 6 18
7:45 11 20 25 66 86 19:45 7 29 14 60 89
8:00 11 23 20:00 10 21
8:15 19 39 20:15 7 11
8:30 10 19 20:30 8 13
8:45 9 49 25 106 155 20:45 5 30 9 54 84
9:00 6 16 21:00 3 5
9:15 2 15 21:15 3 4
9:30 9 18 21:30 5 7
9:45 11 28 21 70 98 21:45 5 16 8 24 40
10:00 4 16 22:00 3 4
10:15 8 23 22:15 2 2
10:30 7 16 22:30 0
10:45 5 24 14 69 93 22:45 0 5 8 13
11:00 5 16 23:00 0 2
11:15 8 14 23:15 2 2
11:30 7 16 23:30 2 4
11:45 7 27 21 67 94 23:45 5 9 14
Total Vol. 158 431 589 392 720 1112
Daily Totals
EB WB Combined
550 1151 1701
AM PM
sent% 26.8% 73.2% 34.60/o 35.3% 64.7% 65.4%
Peak Hour 7:45 7:30 7:30 15:00 15:00 15:00
Volume 51 111 159 65 117 182
P.H.F. 0.67 0.71 0.69 0.89 0.81 0.84
PREPARED BY: Aimm LLC. tel: 714 253 7888 [email protected]
Saturda~. Aeril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT17 Via De Anza between Palo Dr and Golden Lantern PREPARED BY: AimTD LLC. tel: 1u 2s3 1eae AM Period EB WB PM Period EB WB
0:00 0 12:00 8 16
0:15 2 3 12:15 4 18
0:30 0 12:30 8 11
0:45 0 2 6 8 12:45 8 28 17 62 90
1:00 0 0 13:00 9 18
1:15 0 0 13:15 11 25
1:30 0 0 13:30 7 18
1:45 0 0 0 0 13:45 9 36 15 76 112
2:00 0 0 14:00 13 20
2:15 0 0 14:15 14 23
2:30 0 0 14:30 10 18
2:45 0 0 0 0 14:45 13 50 18 79 129
3:00 0 0 15:00 9 18
3:15 0 1 15:15 13 24
3:30 0 0 15:30 13 25
3:45 0 0 0 1 15:45 9 44 16 83 127
4:00 0 0 16:00 9 15
4:15 0 0 16:15 10 22
4:30 0 0 16:30 9 16
4:45 0 0 0 0 16:45 8 36 16 69 105
5:00 0 2 17:00 11 25
5:15 0 0 17:15 14 23
5:30 0 17:30 7 14
5:45 0 0 4 7 7 17:45 13 45 22 84 129
6:00 2 6 18:00 7 14
6:15 0 2 18:15 9 14
6:30 2 3 18:30 7 14
6:45 4 8 10 21 29 18:45 8 31 11 53 84
7:00 6 19:00 4 11
7:15 4 9 19:15 7 10
7:30 7 18 19:30 7 15
7:45 4 16 9 42 58 19:45 5 23 7 43 66
8:00 7 17 20:00 2 4
8:15 9 23 20:15 7 9
8:30 4 18 20:30 9 15
8:45 3 23 18 76 99 20:45 2 20 6 34 54
9:00 4 14 21:00 5 9
9:15 6 14 21:15 7 11
9:30 8 18 21:30 4 8
9:45 12 30 25 71 101 21:45 3 19 5 33 52
10:00 8 17 22:00 5 12
10:15 9 21 22:15 3 7
10:30 10 23 22:30 3
10:45 11 38 18 79 117 22:45 2 11 3 25 36
11:00 9 25 23:00 3 7
11:15 7 18 23:15 2 2
11:30 11 20 23:30 2
11:45 9 36 24 87 123 23:45 2 8 2 13 21
Total Vol. 153 390 543 351 654 1005
Daily Totals
EB WB Combined
504 1044 1548
AM PM
selit% 28.2% 71.8% 35.10/o 34.9% 65.1% 64.9%
Peak Hour 9:45 10:15 10:15 14:00 14:45 14:45
Volume 39 87 126 50 85 133
P.H.F. 0.81 0.87 0.93 0.84 0.85 0.88
PREPARED BY: Aimm LLC. tel : 714 253 7888 [email protected]
Wednesdav, Mav 01, 2024 PROJECT: SC4S08
SPEED27 Via San Sebastian south of Calle Vieja. AimTD 114 253 1111 [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 2 3
0:15 0 0 12:15 4 6
0:30 0 0 12:30 33 28
0:45 0 0 0 0 12:45 6 45 8 45 90
1:00 0 0 13:00 1 1
1:15 0 0 13:15 1 3
1:30 0 0 13:30 3 0
1:45 a a 0 a 13:45 2 7 4 8 15
2:00 0 a 14:00 1 a
2:15 a a 14:15 s 3
2:30 0 a 14:30 2
2:45 0 a a 0 14:45 0 8 5 13
3:00 1 a 15:00 l 3
3:15 a a 15:15 2 0
3:30 a a 15:30 2 1
3:45 0 1 a a 15:45 2 7 3 7 14
4:00 0 a 16:00 1
4:15 a a 16:15 2 2
4:30 a 0 16:30 0 3
4:45 0 0 0 a 16:45 2 5 2 8 13
5:00 0 a 17:00 a 1
5:15 0 a 17:15 1 1
5:30 0 a 17:30 2 1
5:45 0 a 0 a 17:45 0 3 1 4 7
6:00 a a 18:00 1 2
6:15 a a 18:15 a a
6:30 0 a 18:30 a
6:45 0 a a a 18:45 2 3 1 4 7
7:00 a 19:00 2 3
7:15 1 a 19:15 0 2
7:30 2 a 19:30 0 1
7:45 s 9 3 3 12 19:45 a 2 a 6 8
8:00 6 6 20:00 1 2
8:15 2 a 20:15 a a
8:30 a 20:30 1 a
8:45 10 2 8 18 20:45 1 3 a 2 5
9:00 a a 21:00 a a
9:15 1 a 21:15 a 1
9:30 a 1 21:30 a a
9:45 2 1 2 4 21:45 0 a a 1 1
10:00 2 22:00 0 a
10:15 2 a 22:15 1 0
10:30 2 a 22:30 a 2
10:45 3 8 3 5 13 22:45 a 1 a 2 3
11:00 3 1 23:00 a 0
11:15 a 1 23:15 a 0
11:30 2 2 23:30 a 0
11:45 2 7 a 4 11 23:45 0 0 a 0
Total Vol. 37 22 59 84 92 176
Daily Totals
NB SB Combined
121 114 235
AM PM
sent% 62.7% 37.3% 25.10/o 47.7% 52.3% 74.9%
Peak Hour 11:45 11:45 11:45 12:00 12:00 12:00
Volume 41 37 78 45 45 90
P.H.F. 0.31 0.33 0.32 0.34 0.40 0,37
PR~PARED ~V• AfmTD 71< 253 ?SS «ISI.\Omtd <om
Thursday, May 02, 2024 PROJECT: SC4508
SPEED27 Via San Sebastian south of Calle Vieja. AimTD 714 2B 78BB [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 2 2
0:15 0 0 12:15 3 1
0:30 0 0 12:30 1 2
0:45 0 0 0 0 12:45 2 8 1 6 14
1:00 0 0 13:00 1 1
1:15 0 0 13:15 0 2
1:30 0 0 13:30 1 0
1:45 0 0 0 0 13:45 0 2 1 4 6
2:00 0 0 14:00 1 2
2:15 0 D 14:15 2 2
2:30 0 D 14:30 3 1
2:45 0 0 0 0 14:45 4 10 5 10 20
3:00 0 0 15:00 25 26
3:15 1 1 15:15 8 4
3:30 0 0 15:30 3 0
3:45 0 l 0 1 2 15:45 3 39 6 36 75
4:00 0 0 16:00 0 0
4:15 0 0 16:15 1 0
4:30 0 D 16:30 0 3
4:45 0 0 D 0 16:45 5 6 0 3 9
5:00 D D 17:00 1 D
5:15 0 0 17:15 D 1
5:30 D 0 17:30 1
5:45 D D 0 0 17:45 0 2 3 5 7
6:00 0 0 18:00 0 1
6:15 0 0 18:15 0 0
6:30 0 0 18:30 1 1
6:45 0 0 2 2 2 18:45 1 2 2 4 6
7:00 1 19:00 1 1
7:15 3 0 19:15 0 0
7:30 2 0 19:30 2 1
7:45 2 8 3 4 12 19:45 D 3 2 4 7
8:00 11 7 20:00 0 2
8:15 0 0 20:15 1 1
8:30 0 2 20:30 1 0
8:45 12 10 22 20:45 0 2 0 3 5
9:00 3 l 21:00 0 0
9:15 0 0 21:15 0 1
9:30 0 0 21:30 1 0
9:45 0 3 0 1 4 21:45 0 2 3 4
10:00 2 2 22:00 0 0
10:15 1 0 22:15 D 0
10:30 1 2 22:30 D 0
10:45 2 6 2 6 12 22:45 0 D 1
11:00 D 2 23:00 D 0
11:15 1 23:15 D 0
11:30 l 0 23:30 D 0
11:45 1 3 0 3 6 23:45 0 0 0 0
Total Vol. 33 27 60 75 79 154
Daily Totals
NB SB Combined
108 106 214
AM PM
sent% 55.0% 45.0% 28.0% 48.7% 51.3% 72.0%
Peak Hour 7:15 7:45 7:15 14:30 14:30 14:30
Volume 18 12 28 40 36 76
P,H,f, 0.41 0.43 0.39 0.40 0.35 0.37
PR:EPAREO 9Y· AlmTQ 714 iS~ 7~ t: if@D11'r'ltd.com
Saturday, May 04, 2024 PROJECT: SC4508
SPEED27 Via San Sebastian south of Calle Vieja. AimTD 114 253 7888 [email protected] AM Period NB SB PM Period NB SB
0:00 D 0 12:00 3 1
0:15 D 0 12:15 4 2
0:30 D 0 12:30 1 2
0:45 0 0 0 D 12:45 2 10 6 16
1:00 1 0 13:00 1
1:15 0 0 13:15 0
1:30 0 0 13:30 0 1
1:45 0 0 0 1 13:45 2 3 2 5 8
2:00 0 0 14:00 1 3
2:15 0 0 14:15 1 0
2:30 0 0 14:30 3 1
2:45 0 0 D 0 14:45 1 6 2 6 12
3:00 1 1 15:00 3 2
3:15 0 0 15:15 2 2
3:30 0 0 15:30 2 2
3:45 0 0 1 2 15:45 8 2 8 16
4:00 0 0 16:00 0
4:15 0 1 16:15 0
4:30 0 0 16:30 0 1
4:45 0 0 0 16:45 1 3 1 2 5
5:00 0 0 17:00 0 0
5:15 0 0 17:15 0 0
5:30 0 0 17:30 0 0
5:45 D 0 0 0 17:45 1 l 1 2
6:00 0 0 18:00 1 1
6:15 0 0 18:15 0 0
6:30 0 0 18:30 0 0
6:45 1 1 1 2 18:45 0 0 1 2
7:00 0 0 19:00 1 0
7:15 1 0 19:15 0 2
7:30 0 0 19:30 1
7:45 0 1 2 2 3 19:45 0 2 3 6 8
8:00 0 0 20:00 0 0
8:15 3 0 20:15 0 0
8:30 1 1 20:30 0 0
8:45 0 4 0 s. 20:45 0 0 0 0
9:00 2 1 21:00 0 0
9:15 2 0 21:15 0 0
9:30 0 2 21:30 0 1
9:45 5 0 3 8 21:45 1 1 0 l 2
10:00 3 22:00 0 2
10:15 0 2 22:15 1 0
10:30 1 22:30 0
10:45 2 4 0 6 10 22:45 0 1 4 5
11:00 4 2 23:00 0 0
11:15 3 23:15 0 0
11:30 2 0 23:30 1 0
11:45 2 9 2 7 16 23:45 0 0 0 1
Total Vol. 26 22 48 37 40 77
Daily Totals
NB SB Combined
63 62 125
AM PM
sent% 54.2% 45.8% 38.4% 48.1% 51.9% 61.6%
Peak Hour 11:30 9:30 11:45 12:00 14:45 12:00
Volume 11 7 17 10 8 16
P.H.F. 0.69 0.58 0.71 0.63 1.00 0.67
PB&PA~;Q jlY· ~lmiD 71<[email protected] ~m
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED28 Calle Vieja between Via San Sebastian and Via Valverde. AimTD 114 253 1eaa [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 5 5
0:15 0 0 12:15 15 7
0:30 0 0 12:30 26 41
0:45 0 0 0 0 12:45 2 48 11 64 112
1:00 0 0 13:00 2
1:15 0 0 13:15 7 7
1:30 0 0 13:30 1 5
1:45 0 0 0 0 13:45 10 5 19 29
2:00 0 0 14:00 2 2
2:15 0 0 14:15 3 2
2:30 0 0 14:30 3 4
2:45 0 0 1 1 14:45 2 10 3 11 21
3:00 0 0 15:00 0 3
3:15 0 0 15:15 1 1
3:30 0 0 15:30 3 0
3:45 0 0 0 0 15:45 2 6 1 5 11
4:00 0 0 16:00 2 3
4:15 0 0 16:15 7 4
4:30 0 0 16:30 1 5
4:45 0 0 0 0 16:45 2 12 4 16 28
5:00 0 0 17:00 4 1
5:15 0 0 17:15 3 3
5:30 0 0 17:30 3 0
5:45 0 0 1 17:45 4 14 2 6 20
6:00 1 18:00 3 2
6:15 0 0 18:15 2 5
6:30 0 0 18:30 2 5
6:45 0 1 0 l 2 18:45 2 9 2 14 23
7:00 1 4 19:00 3
7:15 0 5 19:15 1 0
7:30 0 19:30 2 1
7:45 3 4 10 20 24 19:45 3 7 0 4 11
8:00 9 16 20:00 1 5
8:15 1 2 20:15 2
8:30 1 2 20:30 1 0
8:45 3 14 2 22 36 20:45 1 4 1 8 12
9:00 1 3 21:00 5 0
9:15 4 4 21:15 0 0
9:30 4 3 21:30 0 0
9:45 2 11 1 11 22 21:45 0 5 0 0 5
10:00 5 3 22:00 1
10:15 4 8 22:15 1 0
10:30 4 6 22:30 0 0
10:45 3 16 3 20 36 22:45 0 2 2 4
11:00 2 3 23:00 0 0
11:15 4 2 23:15 0 0
11:30 3 5 23:30 0
11:45 4 13 1 11 24 23:45 2 0 0 2
Total Vol. 59 87 146 129 149 278
Daily Totals
NB SB Combined
188 236 424
AM PM
seHtO/o 40.4% 59.6% 34.4% 46.4% 53.6% 65.6%
Peak Hour 11:45 11:45 11:45 12:00 12:00 12:00
Volume so 54 104 48 64 112
P.H.F. 0.48 0.33 0.39 0.46 0.39 OA2
PREP1,_REO BY· A1ml Q 71• .l5o 1SS8 c~•1m1d.£2!!!
Thursday, April 18, 2024 PROJECT: SC4508
SPEED28 Calle Vieja between Via San Sebastian and Via Valverde. AimTD 714 HJ 1111 [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 4
0:15 0 0 12:15 3 3
0:30 0 0 12:30 4 4
0:45 0 0 0 0 12:45 2 12 5 16 28
1:00 0 1 13:00 2
1:15 1 0 13:15 1 1
1:30 0 0 13:30 0 5
1:45 0 1 0 1 2 13:45 4 6 4 12 18
2:00 0 0 14:00 2 3
2:15 0 0 14:15 3 0
2:30 0 0 14:30 7 2
2:45 0 0 0 0 14:45 14 26 1 6 32
3:00 0 0 15:00 32 40
3:15 0 0 15:15 7 17
3:30 1 1 15:30 5 1
3:45 0 0 1 2 15:45 2 46 3 61 107
4:00 0 0 16:00 4 0
4:15 0 0 16:15 2 4
4:30 0 0 16:30 5 0
4:45 0 0 1 16:45 4 15 3 7 22
5:00 0 0 17:00 2 4
5:15 0 0 17:15 2 3
5:30 0 2 17:30 2 1
5:45 0 0 0 2 2 17:45 2 8 2 10 18
6:00 l 18:00 1 2
6:15 0 2 18:15 3 2
6:30 1 0 18:30 2
6:45 0 2 4 6 18:45 7 5 10 17
7:00 1 6 19:00 3 2
7:15 0 5 19:15 1 1
7:30 0 3 19:30 4 0
7:45 3 4 7 21 25 19:45 0 8 4 12
8:00 7 15 20:00 2 1
8:15 0 6 20:15 2
8:30 3 1 20:30 1
8:45 11 0 22 33 20:45 0 4 0 4 8
9:00 5 3 21:00 0 0
9:15 4 2 21:15 0 0
9:30 4 4 21:30 0 0
9:45 3 16 6 15 31 21:45 1 0 0 1
10:00 1 4 22:00 0
10:15 4 3 22:15 1 0
10:30 3 1 22:30 0 1
10:45 9 4 12 21 22:45 0 2 0 1 3
11:00 4 0 23:00 2 1
11:15 2 2 23:15 1 0
11:30 0 4 23:30 0 0
11:45 3 9 2 8 17 23:45 0 3 0 1 4
Total Vol. 53 87 140 138 132 270
Daily Totals
NB SB Combined
191 219 410
AM PM
sent% 37.9% 62.1% 34.10/o 51.1% 48.9% 65.9%
Peak Hour 9:00 7:30 7:45 14:30 15:00 14:30
Volume 16 31 42 60 61 120
P.H.F. 0.80 0.52 0.48 0.47 0.38 0.42
PR~e:.R~l21,\V A1mT0714 2531'Sa&tl~i1Jm~d.c2"'
Saturday, April 20, 2024 PROJECT: SC4508
SPEED28 Calle Vieja between Via San Sebastian and Via Valverde. AimTD 714 253 7818 [email protected] AM Period NB SB PM Period NB SB
0:00 0 D 12:00 3 2
0:15 D D 12:15 5 1
0:30 D 12:30 2 D
0:45 2 D D 2 12:45 3 13 4 17
1:00 D D 13:00 D 5
1:15 D D 13:15 5 5
1:30 D D 13:30 1 6
1:45 D D 0 0 13:45 1 7 3 19 26
2:00 0 0 14:00 4 0
2:15 0 0 14:15 3 0
2:30 0 D 14:30 1 0
2:45 D 0 D D 14:45 D 8 1 9
3:00 D D 15:00 1 4
3:15 1 1 15:15 1 3
3:30 0 D 15:30 0 1
3:45 0 1 D 1 2 15:45 3 5 D 8 13
4:00 0 D 16:00 0 1
4:15 0 0 16:15 3 2
4:30 1 1 16:30 2 D
4:45 0 1 0 2 16:45 4 9 4 13
5:00 0 0 17:00 3 1
5:15 0 0 17:15 0 3
5:30 0 0 17:30 0 3
5:45 0 D 1 1 17:45 0 3 3 10 13
6:00 0 2 18:00 0 2
6:15 0 0 18:15 2 4
6:30 0 1 18:30 0 2
6:45 0 D 0 3 3 18:45 1 3 0 8 11
7:00 0 1 19:00 0 0
7:15 3 19:15 1
7:30 1 1 19:30 2
7:45 0 2 6 8 19:45 0 3 0 2 5
8:00 0 4 20:00 1 1
8:15 1 20:15 0 1
8:30 3 20:30 0 0
8:45 3 3 11 14 20:45 2 3 3 5 8
9:00 0 0 21:00 1
9:15 1 1 21:15 D
9:30 3 3 21:30 0 1
9:45 3 7 4 8 15 21;45 0 2 0 2 4
10:00 4 2 22:00 2
10:15 0 2 22:15 2 0
10:30 1 6 22:30 0 0
10:45 2 7 3 13 20 22:45 5 0 6
11:00 2 4 23:00 0 0
11:15 1 1 23:15 3 1
11:30 5 4 23:30 1 0
11:45 9 3 12 21 23:45 0 4 0 l 5
Total Vol. 32 56 88 65 65 130
Daily Totals
NB SB Combined
97 121 218
AM PM
sent% 36.4% 63.6% 40.4% 50.0% 50.0% 59.6%
Peak Hour 11:30 10:15 11:30 12:00 13:00 12:45
Volume 14 15 24 13 19 26
P.H.F. 0.70 0.63 0.67 0.65 0.79 0.65
PREPARED BY: iYmTQ 71• 2~3 7~c, /S)o1mtd <2"'
Wednesda>'., Aeril 17, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT21 Calle Vieja between Via Valverde and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 714 253 1111 AM Period NB SB PM Period NB SB
0:00 0 0 12:00 4 7
0:15 0 0 12:15 18 5
0:30 0 0 12:30 13 42
0:45 0 0 0 0 12:45 0 35 14 68 103
1:00 0 0 13:00 2 4
1:15 0 0 13:15 7 7
1:30 0 0 13:30 0 4
1:45 0 0 0 0 13:45 2 11 5 20 31
2:00 0 0 14:00 5
2:15 0 0 14:15 4 3
2:30 0 0 14:30 4 4
2:45 0 0 0 0 14:45 3 16 5 13 29
3:00 0 15:00 0 6
3:15 0 0 15:15 2 2
3:30 0 0 15:30 6 0
3:45 0 0 0 15:45 4 12 3 11 23
4:00 0 0 16:00 6 3
4:15 0 0 16:15 9 7
4:30 0 0 16:30 5 5
4:45 0 0 0 0 16:45 2 22 3 18 40
5:00 0 0 17:00 6 3
5:15 0 0 17:15 4 3
5:30 0 0 17:30 4 2
5:45 0 0 2 2 2 17:45 5 19 2 10 29
6:00 18:00 5 2
6:15 0 18:15 2 5
6:30 1 18:30 2 5
6:45 3 0 3 6 18:45 6 15 5 17 32
7:00 5 19:00 2 2
7:15 4 19:15 3 2
7:30 2 2 19:30 5 2
7:45 5 9 8 19 28 19:45 2 12 0 6 18
8:00 11 15 20:00 2 4
8:15 2 3 20:15 3 3
8:30 2 2 20:30 3
8:45 4 19 4 24 43 20:45 1 9 9 18
9:00 3 4 21:00 6 0
9:15 3 6 21:15 1
9:30 5 3 21:30 0
9:45 3 14 14 2-8 21:45 8 0 2 10
10:00 4 5 22:00 2 0
10:15 2 6 22:15 0
10:30 4 5 22:30 0
10:45 4 14 3 19 33 22:45 0 4 0 0 4
11:00 2 5 23:00 0 0
11:15 3 2 23:15 0 0
11:30 4 7 23:30 0 0
11:45 10 19 7 21 40 23:45 1 0 0 1
Total Vol. 78 103 181 164 174 338
Dally Totals
NB SB Combined
242 277 519
AM PM
S~lit % 43.1% 56.9% 34.9% 48.5% 51.5% 65.1%
Peak Hour 11:45 11:45 11:45 12:00 12:00 12:00
Volume 45 61 106 35 68 103
P.H.F. 0.63 0.36 0.48 0.67 0.40 0.47
PREPARED BY AimTO LLC. tel: 71 4 253 7888 cs@a,mtd com
Thursda}'.. Aeril 18, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT21 Calle Vieja between Via Valverde and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 114 2sJ 1aaa AM Period NB SB PM Period NB SB
0:00 0 0 12:00 5 6
0:15 0 12:15 2 3
0:30 0 0 12:30 5 4
0:45 0 1 2 12:45 2 14 3 16 30
1:00 0 13:00 2
1:15 0 13:15 5
1:30 0 0 13:30 7
1:45 0 0 1 2 13:45 4 7 3 17 24
2:00 0 0 14:00 3 3
2:15 0 0 14:15 5
2:30 0 0 14:30 8 1
2:45 0 0 0 0 14:45 14 30 0 5 35
3:00 0 0 15:00 15 26
3:15 0 0 15:15 13 20
3:30 15:30 4 3
3:45 0 0 1 2 15:45 33 4 53 86
4:00 0 0 16:00 5 2
4:15 0 0 16:15 4 4
4:30 0 0 16:30 5 2
4:45 0 0 1 l 16:45 5 19 5 13 32
5:00 0 0 17:00 2 5
5:15 0 0 17:15 4 3
5:30 0 2 17:30 4
5:45 0 0 0 2 2 17:45 3 10 2 14 24
6:00 18:00 3 2
6:15 18:15 3 2
6:30 18:30 3 2
6:45 3 6 4 10 18:45 6 15 6 12 27
7:00 2 5 19:00 3 4
7:15 4 19:15 2 2
7:30 2 5 19:30 4 0
7:45 2 7 6 20 27 19:45 2 11 1 7 18
8:00 9 12 20:00 5 2
8:15 4 6 20:15 4 4
8:30 6 2 20:30 2
8:45 2 21 1 21 42 20:45 12 8 20
9:00 5 3 21:00 0
9:15 2 21:15 0 2
9:30 4 4 21:30 1 0
9:45 3 14 6 14 28 21:45 0 2 0 2 4
10:00 2 3 22:00 0
10:15 6 3 22:15 2 0
10:30 3 2 22:30
10:45 2 13 5 13 26 22:45 5 0 6
11:00 3 0 23:00 3
11:15 2 2 23:15 0
11:30 0 7 23:30 0
11:45 4 9 5 14 23 23:45 0 5 2 7
Total Vol. 73 92 165 163 150 313
Daily Totals
NB SB Combined
236 242 478
AM PM
sent% 44.2% 55.8% 34.5% 52.1% 47.9% 65.5%
Peak Hour 7:45 7:30 7:45 14:30 15:00 14:30
Volume 21 29 47 50 53 97
P.H.F. 0.58 0.60 0,56 0.87 0.51 0.59
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturdai, Aeril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT21 Calle Vieja between Via Valverde and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 11, 2s3 1aaa AM Period NB SB PM Period NB SB
0:00 0 0 12:00 5 2
0:15 0 0 12:15 5
0:30 1 0 12:30 4 4
0:45 2 0 0 2 12:45 2 16 4 11 27
1:00 0 0 13:00 3 4
1:15 0 0 13:15 5 6
1:30 0 0 13:30 2 5
1:45 0 0 0 0 13:45 11 4 19 30
2:00 0 0 14:00 2 0
2:15 0 0 14:15 7 1
2:30 0 0 14:30 2 1
2:45 0 0 0 0 14:45 2 13 0 2 15
3:00 0 0 15:00 2 6
3:15 0 15:15 2 3
3:30 0 0 15:30 2 3
3:45 0 1 0 0 l 15:45 2 8 1 13 21
4:00 0 0 16:00 3 a
4:15 1 0 16:15 4 3
4:30 16:30 5 0
4:45 0 2 a 3 16:45 4 16 4 20
5:00 17:00 4 3
5:15 0 17:15 3 4
5:30 0 0 17:30 0 3
5:45 0 2 2 4 17:45 3 10 3 13 23
6:00 0 2 18:00 2 2
6:15 0 0 18:15 4 4
6:30 0 0 18:30
6:45 a 0 3 3 18:45 8 8 16
7:00 a 19:00 2 0
7:15 3 19:15 2 a
7:30 2 19:30 2
7:45 3 7 10 19:45 7 a l 8
8:00 a 4 20:00 2
8:15 3 3 20:15 0 a
8:30 2 3 20:30 a
8:45 6 3 13 19 20:45 3 4 6 9
9:00 a 21:00
9:15 2 2 21:15 a
9:30 3 3 21:30
9:45 4 9 4 10 19 21:45 0 3 3 6
10:00 5 3 22:00 2
10:15 2 6 22:15 4 a
10:30 5 22:30 a 0
10:45 5 13 4 18 31 22:45 7 0 l 8
11:00 4 6 23:00 0 0
11:15 2 2 23:15 3 1
11:30 7 5 23:30 1 0
11:45 2 15 5 18 33 23:45 0 4 0 5
Total Vol. 53 72 125 106 82 188
Daily Totals
NB SB Combined
159 154 313
AM PM
sent% 42.4% 57.6% 39.9% 56.4% 43.6% 60.1%
Peak Hour 11:30 10:15 10:45 16:15 12:45 12:30
Volume 19 21 35 17 19 32
P.H.F. 0.68 0.88 0,73 0.85 0.79 0.73
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Wednesday, April 17, 2024 PROJECT: SC4508
SPEEDS Vista Plaza Dr between La Plaza Dr and Calle Vieja. AimTD 114 253 1a11 [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 10 12
0:15 0 0 12:15 23 8
0:30 0 0 12:30 28 49
0:45 0 0 0 0 12:45 5 66 20 89 155
1:00 0 0 13:00 5 7
1:15 0 0 13:15 15 19
1:30 0 D 13:30 7 12
1:45 0 0 0 0 13:45 4 31 8 46 77
2:00 0 0 14:00 10 5
2:15 0 0 14:15 7 10
2:30 0 0 14:30 9 8
2:45 0 0 0 0 14:45 5 31 12 35 66
3:00 0 1 15:00 3 10
3:15 0 0 15:15 11 9
3:30 0 0 15:30 11 4
3:45 0 0 0 1 1 15:45 5 30 10 33 63
4:00 0 0 16:00 11 12
4:15 D 16:15 14 13
4:30 D 1 16:30 8 7
4:45 0 D 3 3 16:45 10 43 10 42 85
5:00 0 D 17:00 15 7
5:15 D D 17:15 10 9
5:30 3 17:30 7 8
5:45 2 6 9 11 17:45 9 41 7 31 72
6:00 1 1 18:00 10 6
6:15 2 3 18:15 5 10
6:30 4 18:30 11 7
6:45 1 5 4 12 17 18:45 6 32 7 30 62
7:00 3 8 19:00 5 5
7:15 2 10 19:15 3 6
7:30 8 14 19:30 4 1
7:45 8 21 20 52 73 19:45 5 17 6 18 35
8:00 8 24 20:00 6 4
8:15 8 13 20:15 4 4
8:30 7 7 20:30 6 2
8:45 9 32 9 53 BS 20:45 17 11 28
9:00 9 10 21:00 6 0
9:15 9 7 21:15 2 2
9:30 16 5 21:30 D 2
9:45 6 40 8 30 70 21:45 1 9 0 4 13
10:00 6 9 22:00 3 0
10:15 4 12 22:15 3
10:30 7 14 22:30 1 0
10:45 11 28 15 50 78 22:45 0 7 2 9
11:00 9 13 23:00 0 0
11:15 3 8 23:15 0 0
11:30 9 16 23:30 0
11:45 14 35 12 49 84 23:45 2 3 0 0 3
Total Vol. 163 259 422 327 341 668
Daily Totals
NB SB Combined
490 600 1090
AM PM
se1it% 38.6% 61.4% 38.7% 49.0% 51.0% 61.3%
Peak Hour 11:45 11:45 11:45 12:00 12:30 12:00
Volume 75 81 156 66 95 155
P.H.F. 0.67 0.41 0.51 0.59 0.48 0.50
PR£fAA£O~V Ahni Q "1 JJ 253 7SSS C!B~!!imtd ~!i!m
Thursday_, Aprfl 18, 2024 PROJECT: SC4508
SPEEDS Vista Plaza Dr between La Plaza Dr and Calle Vieja. AimTD 714 253 1eae [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 9 9
0:15 1 12:15 9 9
0:30 0 1 12:30 10 14
0:45 0 1 0 2 3 12:45 5 33 14 46 79
1:00 0 1 13:00 5 6
1:15 2 0 13:15 5 6
1:30 0 0 13:30 5 10
1:45 0 2 2 4 13:45 7 22 6 28 50
2:00 0 0 14:00 4 16
2:15 0 0 14:15 6 7
2:30 0 0 14:30 11 7
2:45 0 0 0 0 14:45 22 43 9 39 82
3:00 0 0 15:00 25 43
3:15 0 0 15:15 14 25
3:30 0 1 15:30 8 9
3:45 0 0 0 .1 15:45 6 53 8 85 138
4:00 0 0 16:00 7 5
4:15 0 16:15 12 9
4:30 0 0 16:30 9 8
4:45 0 0 0 1 16:45 9 37 8 30 67
5:00 0 1 17:00 10 7
5:15 0 0 17:15 12 11
5:30 0 2 17:30 2 8
5:45 1 1 3 6 7 17:45 9 33 5 31 64
6:00 1 6 18:00 7 5
6:15 2 5 18:15 9 7
6:30 1 4 18:30 6 6
6;45 3 7 5 20 27 18:45 6 28 8 26 54
7:00 2 9 19:00 5 6
7:15 1 15 19:15 5 4
7:30 3 15 19:30 6 2
7;45 12 18 13 52 70 19:45 4 20 0 12 32
8:00 9 23 20:00 10 3
8:15 8 16 20:15 6 6
8:30 6 10 20:30 4 2
8:45 6 29 8 57 86 20:45 2 22 12 34
9:00 14 9 21:00 3 0
9:15 8 11 21:15 0 3
9:30 9 8 21:30 3 0
9:45 4 35 13 41 76 21:45 2 8 2 5 13
10:00 5 8 22:00 1 0
10:15 6 10 22:15 3 1
10:30 7 6 22:30 3 2
10:45 6 24 11 35 59 22:45 8 4 12
11:00 7 6 23:00 4 0
11:15 4 9 23:15 2 0
11:30 7 14 23:30 2 1
11:45 10 28 11 40 68 23:45 0 8 2 3 11
Total Vol. 145 257 402 315 321 636
Daily Totals
NB SB Combined
460 578 1038
AM PM
sent% 36.1% 63.9% 38.70/o 49.5% 50.5% 61.3%
Peak Hour 11:45 7:30 7:30 14:30 14:45 14:30
Volume 38 67 99 72 86 156
P.H.F. 0.95 0.73 0.77 o.n 0.50 0.57
PR&P.\R;"Q BY: AlmIQ 71.; ~~3 7&8i c;_®a1m1d com
Saturday, April 20, 2024 PROJECT: SC4508
SPEEDS Vista Plaza Dr between La Plaza Dr and Calle Vieja. AimTD 114 253 1aae [email protected] AM Period NB SB PM Period NB SB
0:00 2 0 12:00 3 12
0:15 0 12:15 11 12
0:30 0 0 12:30 6 9
0:45 1 4 0 0 4 12:45 9 29 6 39 68
1:00 o 0 13:00 6 8
1:15 0 0 13:15 11 6
1:30 0 0 13:30 7 17
1:45 o 0 o 0 13:45 8 32 9 40 72
2:00 o 0 14:00 14 11
2:15 o 0 H:15 10 6
2:30 0 0 14:30 6 9
2:45 0 0 0 0 14:45 4 34 4 30 64
3:00 0 0 15:00 3 7
3:15 o o 15:15 5 4
3:30 0 1 15:30 5 8
3:45 0 0 0 15:45 8 21 5 24 45
4:00 o 0 16:00 7 9
4:15 0 16:15 6 7
4:30 1 0 16:30 10 7
4:45 o 2 o 0 2 16:45 5 28 6 29 57
5:00 0 o 17:00 7 8
5:15 1 0 17:15 5 7
5:30 o 17:30 6 2
5:45 0 1 2 3 4 17:45 5 23 5 22 45
6:00 1 3 18:00 7 6
6:15 o 1 18:15 6 8
6:30 o 3 18:30 3 6
6:45 1 2 2 9 11 18:45 6 22 3 23 45
7:00 4 2 19:00 4 2
7:15 3 8 19:15 5 2
7:30 1 8 19:30 8 2
7:45 1 9 3 21 30 19:45 7 24 2 8 32
8:00 3 10 20:00 5 3
8:15 4 6 20:15 4
8:30 3 5 20:30 5 1
8:45 6 16 7 28 44 20:45 4 15 3 11 26
9:00 2 7 21:00 2 3
9:15 5 6 21:15 3 2
9:30 6 12 21:30 2 2
9:45 7 20 11 36 56 21:45 3 10 4 11 21
10:00 6 11 22:00 2 4
10:15 B 12 22:15 3 0
10:30 3 11 22:30 1 3
10:45 5 22 8 42 64 22:45 0 6 o 7 13
11:00 7 10 23:00 0 0
11:15 4 10 23:15 5 1
11:30 11 11 23:30 2 0
11:45 5 27 15 46 73 23:45 2 9 o l 10
Total Vol. 103 186 289 253 245 498
Daily Totals
NB SB Combined
356 431 787
AM PM
sent% 35.6% 64.4% 36.7% 50.8% 49.2% 63.3%
Peak Hour 11:30 11:30 11:30 13:15 13:15 13:15
Volume 30 50 80 40 43 83
P.H.F. 0.68 0.83 0.87 0.71 0.63 0.83
PjijEPAREO BY: A1mTO 7 ld 2S3 7SSS C"l@~tmJ!il 52"'
Wednesdav. April 17, 2024 PROJECT: SC4508
SPEED7 Vista Plaza Dr between Calle Vieja and La Plata Dr. AimTD 114 253 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12: 00 2 4
0:15 0 0 12:15 4 5
0:30 0 0 12:30 10 17
0:45 0 0 0 0 12:45 6 22 6 32 54
1:00 0 0 13:00 6 4
1:15 0 0 13:15 4 10
1:30 0 0 13:30 6 5
1:45 0 0 0 0 13:45 1 17 3 22 39
2:00 0 0 14:00 4 5
2:15 0 0 14:15 7 7
2:30 0 0 14:30 5 5
2:45 0 0 1 14:45 4 20 9 26 46
3:00 0 0 15:00 4 6
3:15 0 0 15:15 6 6
3:30 0 0 15:30 8 5
3:45 0 0 0 0 15:45 4 22 8 25 47
4:00 0 0 16:00 2 13
4:15 0 1 16:15 6 3
4:30 0 0 16:30 8 4
4:45 0 0 1 2 2 16:45 5 21 7 27 48
5:00 0 0 17:00 5 7
5:15 0 0 17:15 4 4
5:30 3 17:30 0 7
5:45 1 2 4 6 17:45 3 12 4 22 34
6:00 2 18:00 6 8
6:15 2 18:15 1 4
6:30 0 18:30 4 2
6:45 0 4 4 7 11 18:45 3 14 4 18 32
7:00 19:00 2 1
7:15 4 4 19:15 2 3
7:30 4 8 19:30 1 3
7:45 3 12 7 20 32 19:45 3 8 6 13 21
8:00 7 17 20:00 5 1
8:15 3 8 20:15 0 3
8:30 3 4 20:30 4 1
8:45 5 18 5 34 52 20:45 0 9 0 5 14
9:00 5 5 21:00 2 3
9:15 7 2 21:15 2 2
9:30 8 4 21:30 0 1
9:45 2 22 4 15 37 21:45 0 4 0 6 10
10:00 1 3 22:00 3 2
10:15 3 5 22:15 1 1
10:30 l 7 22:30 0 0
10:45 3 8 8 23 31 22:45 0 4 0 3 7
11:00 5 6 23:00 0 0
11:15 2 10 23:15 0 0
11:30 1 7 23:30 0 0
11:45 7 15 9 32 47 23:45 1 0 0
Total Vol. 81 138 219 154 199 353
Daily Totals
EB WB Combined
235 337 572
AM PM
sent% 37.0% 63.0% 38.3% 43.6% 56.4% 61.7%
Peak Hour 8:45 7:30 11:45 12:15 12:30 12:30
Volume 25 40 58 26 37 63
P.H.F. 0.78 0.59 0.54 0.65 0.54 0.58
PRE.PAStfO B't': AlrnTD 71~ ~~ 7SU c~@,>unld com
Thursday, April 18, 2024 PROJECT: SC4508
SPEED7 Vista Plaza Dr between Calle Vieja and La Plata Dr. AimTD 714 Hl 7BBB [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 7 7
0:15 0 0 12:15 4 4
0:30 0 0 12:30 4 6
0:45 1 0 0 12:45 1 16 6 23 39
1:00 0 0 13:00 2 3
1:15 1 13:15 1 1
1:30 0 0 13:30 3 3
1:45 0 2 3 13:45 3 9 4 11 20
2:00 0 0 14:00 2 11
2:15 0 0 14:15 1 6
2:30 0 0 14:30 1 3
2:45 0 0 0 0 14:45 0 4 12 32 36
3:00 0 0 15:00 13 13
3:15 0 0 15:15 9 10
3:30 0 1 15:30 3 6
3:45 0 0 0 1 15:45 3 28 4 33 61
4:00 0 0 16:00 3 6
4:15 0 0 16:15 7 6
4:30 0 0 16:30 2 7
4:45 0 0 0 0 16:45 3 15 4 23 38
5:00 0 0 17:00 5 2
5:15 0 0 17:15 9 5
5:30 0 0 17:30 2 10
5:45 0 0 0 0 17:45 4 20 5 22 42
6:00 1 4 18:00 3 4
6:15 2 3 18:15 4 5
6:30 0 3 18:30 3 4
6:45 0 3 3 13 16 18:45 4 14 7 20 34
7:00 0 4 19:00 4 2
7:15 2 4 19:15 2
7:30 3 10 19:30 1 2
7:45 5 10 7 25 35 19:45 3 10 6 16
8:00 8 13 20:00 4 3
8:15 5 8 20:15 2 2
8:30 1 6 20:30 4 3
8:45 3 17 6 33 so 20:45 0 10 0 8 18
9:00 5 4 21:00 0
9:15 3 10 21:15 1 0
9:30 4 5 21:30 2
9:45 6 18 8 27 45 21:45 5 2 7
10:00 5 7 22:00 0
10:15 2 6 22:15
10:30 2 6 22:30 1 1
10:45 3 12 4 23 35 22:45 0 2 0 3 5
11:00 2 1 23:00 2 2
11:15 1 4 23:15 0 0
11:30 9 9 23:30 1 1
11:45 7 19 5 19 38 23:45 0 3 2 5 8
Total Vol. 81 143 224 136 188 324
Daily Totals
EB WB Combined
217 331 548
AM PM
sent% 36.2% 63.8% 40.90/o 42.0% 58.0% 59.10/o
Peak Hour 11:30 7:30 7:30 15:00 14:45 14:45
Volume 27 38 59 28 41 66
P.H.F. 0.75 0.73 0.70 0.54 0.79 0.63
PREPAAEOSY. A(mTQ 71J ~37SS8c~@a1mtd .£Stm
Saturday, April 20, 2024 PROJECT: SC4508
SPEED7 Vista Plaza Dr between Calle Vieja and La Plata Dr. AimTD 714 2sJ 111e [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 0 13
0:15 1 0 12:15 2 7
0:30 0 1 12:30 2 4
0:45 0 0 1 2 12:45 6 10 4 28 38
1:00 0 0 13:00 5 2
1:15 0 0 13:15 6 5
1:30 0 0 13:30 5 6
1:45 0 0 0 0 13:45 4 20 4 17 37
2:00 0 0 14:00 6 8
2:15 0 0 14:15 2 6
2:30 0 0 14:30 2 7
2:45 0 0 0 0 14:45 3 13 3 24 37
3:00 0 0 15:00 3 3
3:15 0 1 15:15 4 3
3:30 0 0 15:30 4 6
3:45 0 0 0 l 15:45 3 14 6 18 32
4:00 0 0 16:00 3 6
4:15 0 0 16:15 3 4
4:30 0 0 16:30 3 8
4:45 0 0 0 0 16:45 3 12 4 22 34
5:00 1 1 17:00 3 7
5:15 0 0 17:15 3 4
5:30 0 1 17:30 3
5:45 0 1 1 3 4 17:45 3 12 4 16 28
6:00 1 18:00 4 6
6:15 l 2 18:15 2 2
6:30 0 0 18:30 3 5
6:45 1 3 1 4 7 18:45 5 14 2 15 29
7:00 1 2 19:00 2
7:15 0 2 19:15 2 2
7:30 l 4 19:30 4 4
7:45 0 2 2 10 12 19:45 9 0 7 16
8:00 2 20:00 1
8:15 2 4 20:15 0 2
8:30 1 3 20:30 2 0
8:45 6 2 10 16 20:45 2 5 0 3 8
9:00 2 4 21:00 1 1
9:15 3 2 21:15 3 3
9:30 2 6 21:30 0 0
9:45 4 11 12 24 35 21:45 4 8 2 6 14
10:00 1 8 22:00 2 1
10:15 5 3 22:15 1
10:30 2 6 22:30 0 l
10:45 2 10 5 22 32 22:45 0 3 4 7
11:00 5 6 23:00 0 0
11:15 2 8 23:15 3 2
11:30 6 7 23:30 0
11:45 5 18 11 32 so 23:45 l 4 0 3 7
Total Vol. 52 107 159 124 163 287
Daily Totals
EB WB Combined
176 270 446
AM PM
sent% 32.7% 67.3% 35.7% 43.2% 56.8% 64.3%
Peak Hour 11:00 11:15 11:15 12:45 12:00 13:15
Volume 18 39 52 22 28 44
P.H.F, 0.75 0.75 0.81 0.92 0.54 0.79
PREPARmev AtmTO 7!.S. ~~ 7~ t.5~.a lmld corn
PROJECT: SC4508 ........ , -.... ~ .. ;.~.~s1ay., Aprifl 7 , _2024 ........ ,.,·,······ .. ,·,··························· ..······ -~ -~ ,. . ............................... ··-~--. .•...• ,n, , . . .. .... ............ ·••••••••• . -. • ••••••••• ....... . . ...... ................. H ................ ................ ... - •••• SPEED& Vista Plaza Dr between La Plata Dr and Via Piedra Blanca. AimTD 714 H> ,aaa [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 J 3
0:15 0 0 12:15 2 11
0:30 0 0 12:30 4 11
0:45 0 0 0 0 12:45 7 16 3 28 44
1:00 0 0 13:00 5 8
1:15 0 0 13:15 8 7
1:30 0 0 13:30 5 7
1:45 0 0 0 0 13 :45 19 5 27 46
2;00 0 0 14:00 8 6
2:15 0 0 14:15 6 8
2:30 0 0 14:30 2 6
2:45 0 0 0 0 14:45 4 20 6 26 46
3:00 0 15:00 4 7
3:15 0 0 15:15 5 9
3:30 0 0 15:30 8 6
3:45 0 0 15:45 5 22 6 28 50
4:00 0 0 16:00 2 11
4:15 0 16:15 4 5
4:30 0 0 16:30 8 6
4:45 2 2 0 3 16:45 7 21 8 30 51
5:00 0 0 17:00 4 4
5:15 0 0 17:15 4 8
5:30 0 1 17:30 3 9
5:45 0 0 0 17:45 2 13 4 25 38
6:00 0 18:00 4 5
6:15 0 0 18:15 0 3
6:30 2 0 18:30 3 1
6:45 0 2 3 4 6 18:45 3 10 3 12 22
7:00 0 19:00 0
7:15 5 4 19:15 2 3
7:30 3 7 19:30 2 4
7:45 2 11 5 16 27 19:45 2 7 2 9 16
8:00 4 15 20:00 3 0
8:15 3 6 20:15 0 4
8:30 3 4 20:30 2 2
8:45 5 15 2 27 42 20:45 0 5 0 6 11
9:00 4 6 21:00 1 4
9:15 3 21:15 3
9:30 4 3 21 :30 0
9:45 3 14 3 15 29 21:45 3 2 10 13
10:00 2 3 22:00 2 2
10:15 0 2 22:15 0
10:30 5 8 22:30 0
10:45 4 11 4 17 28 22:45 0 3 0 3 6
11:00 4 4 23:00 0 0
11:15 3 5 23:15 0 0
11:30 2 3 23:30 0 0
11:45 3 12 7 19 31 23:45 0 0 0 0
Total Vol. 68 100 168 139 204 343
Daily Totals
EB WB Combined
207 304 511
AM PM
Split% 40.5% 59.5% 32.9% 40.5% 59.5% 67.1%
Peak Hour 8:45 7:30 7:15 12:45 12:15 12:30
Volume 16 33 45 25 33 53
P.H.F. 0.80 0.55 0.59 0.78 0.75 0.88 " -~---- .. -• .... "'¥ • PREPARED BY; A1mTD 714 253 7888 cs@a1mtd corn
PROJECT: SC4508 ............. -I~~!~~-~v •. A.-~!U.

18.•.?824 .......... -,,nnnu ,-, ... , ,.. . ..... .. -n,n•---- ··••o, ,, __ .. , ............. h • . ,- ..................... . ............ . ........ ..... ........... ,u,.-..oao,uu , .. , . .................................. . ........ . ... . . . ....

SPEED& Vista Plaza Dr between La Plata Dr and Via Piedra Blanca. AimTD 1u 2S> 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 10 5
0:15 0 0 12:15 3 5
0:30 0 0 12:30 5 9
0:45 0 0 12:45 19 6 25 44
1:00 0 0 13:00 0 3
1:15 13 :15 2 2
1:30 0 0 13:30
1:45 0 0 2 13:45 4 3 9 13
2:00 0 0 14:00 0 10
2:15 0 0 14:15 3 6
2:30 0 0 14:30 0 1
2:45 0 0 0 0 14:45 4 14 31 35
3:00 0 0 15:00 9 11
3:15 0 0 15:15 7 9
3:30 0 15:30 3 6
3:45 0 2 15:45 6 25 5 31 56
4:00 t 0 16:00 2 7
4:15 0 0 16:15 5 8
4:30 D 0 16:30 5 8
4:45 0 0 16:45 3 15 8 31 46
5:00 17:00 6 2
5:15 0 0 17:15 5 6
5:30 0 0 17:30 6
5:45 0 0 0 17:45 3 16 5 19 35
6:00 1 3 18:00 7 3
6:15 0 0 18:15 2 3
6:30 3 18:30 5 6
6:45 3 7 10 18:45 6 20 s 17 37
7:00 0 3 19:00 3 3
7:15 2 4 19:15 2 2
7:30 7 19:30
7:45 3 6 9 23 29 19:45 2 8 7 15
a:oo 8 9 20:00 4
8:15 3 8 20:15 2
8:30 2 8 20:30 4 2
8:45 4 17 5 30 47 20:45 8 0 7 15
9:00 8 7 21:00 0
9:15 5 8 21:15 0
9:30 4 4 21:30 2
9:45 5 22 7 26 48 21:45 0 2 4 6
10:00 4 5 22:00 0 0
10:15 2 7 22:15 0
10:30 2 22:30
10:45 3 10 4 18 28 22:45 0 3 4
11:00 1 23:00 1
11:15 2 4 23:15 0
11:30 8 8 23:30
11:45 8 19 5 18 37 23:45 4 2 4 8
Total Vol. 82 124 206 126 188 314
Daily Totals
EB WB Combined
208 312 520
AM PM
Split% 39.8% 60.2% 39.6% 40.1% 59.9% 60.4%
Peak Hour 11:30 7:45 11:30 15:00 14:45 14:45
Volume 29 34 52 25 40 60
P,H,F, 0.73 0.94 0.81 0.69 0.71 0.75
J>HEPAAEOHY ~,rm1D 7J4 2.53 "l&cSS a.S111mtd com
Saturday, April 20, 2024 PROJECT: SC4508
SPEED& Vista Plaza Dr between La Plata Dr and Via Piedra Blanca. AimTD 114 253 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 3 5
0:15 1 0 12:15 4
0:30 0 1 12:30 3
0:45 0 l 0 2 12:45 5 10 6 18 28
1:00 0 0 13:00 4 3
1:15 0 0 13:15 6 4
1:30 0 0 13:30 8 5
1:45 0 0 0 0 13:45 4 22 3 15 37
2:00 0 0 14:00 2 8
2:15 0 0 14:15 4 3
2:30 0 0 14:30 1 8
2:45 0 0 0 0 14:45 1 8 2 21 29
3:00 0 0 15:00 3 4
3:15 0 1 15:15 5 3
3:30 0 0 15:30 8 13
3:45 1 1 0 2 15:45 3 19 6 26 45
4:00 0 0 16:00 4 6
4:15 0 0 16:15 3 4
4:30 0 0 16:30 3 8
4:45 0 0 0 0 16:45 4 14 3 21 35
5:00 1 1 17:00 3 7
5:15 0 0 17:15 3 4
5:30 0 1 17:30 3 0
5:45 0 l 0 2 3 17:45 4 13 5 16 29
6:00 0 0 18:00 3 6
6:15 0 2 18:15 1 4
6:30 0 0 18:30 5 5
6:45 1 2 4 5 18:45 6 15 2 17 32
7:00 0 0 19:00 0 0
7:15 0 1 19:15 3
7:30 0 2 19:30 3 4
7:45 1 2 5 6 19:45 5 0 7 12
8:00 0 20:00 1 1
8:15 1 3 20:15 0 2
8:30 3 3 20:30 3 1
8:45 0 5 7 12 20:45 2 6 0 4 10
9:00 4 21:00 2 1
9:15 4 3 21:15 2 3
9:30 2 5 21:30 0 1
9:45 4 11 13 25 36 21:45 2 6 2 7 13
10:00 2 5 22:00 2 2
10:15 5 4 22:15 1 2
10:30 4 5 22:30 1 0
10:45 2 13 4 18 31 22:45 5 5 10
11:00 4 4 23:00 1
11:15 6 23:15 2
11:30 2 5 23:30 0 1
11:45 5 12 13 28 40 23:45 1 4 0 3 7
Total Vol. 46 91 137 127 160 287
Daily Totals
EB WB Combined
173 251 424
AM PM
sent% 33.6% 66.4% 32.3% 44.3% 55.7% 67.70/o
Peak Hour 9:45 11:15 9:45 12:45 15:30 15:15
Volume 15 29 42 23 29 48
P.H.F. 0.75 0.56 0.62 0.72 0.56 0.57
PRE PARED SY: /'l.1mTO i}J! ZS.3 ?SS~ ~~.!lt!Jj~ ~m
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED12 Via Larga between La Plata Dr and La Plata Dr. AimTD 114 253 1aae [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 0 0
0:15 0 0 12:15 3 2
0:30 0 0 12:30 4 4
0:45 0 0 0 0 12:45 1 8 0 6 14
1:00 0 0 13:00 0 2
1:15 0 0 13:15 0 0
1:30 0 0 13:30 2 4
1:45 0 0 0 0 13:45 3 7 10
2:00 0 0 14:00 2 1
2:15 0 0 14:15 2 1
2:30 0 0 14:30 1 2
2:45 0 0 0 0 14:45 3 8 1 5 13
3:00 0 15:00 1
3:15 0 0 15:15 2 2
3:30 0 0 15:30 3 4
3:45 0 0 0 15:45 3 9 1 8 17
4:00 0 0 16:00 0 0
4:15 0 0 16:15 1
4:30 0 0 16:30 1 3
4:45 0 0 0 0 16:45 7 9 3 7 16
5:00 0 0 17:00 4 1
5:15 0 2 17:15 1 2
5:30 0 0 17:30 1 0
5:45 0 0 2 4 4 17:45 1 7 2 5 12
6:00 0 2 18:00 2 0
6:15 0 1 18:15 2
6:30 2 2 18:30 0
6:45 0 2 2 7 9 18:45 1 6 2 3 9
7:00 1 2 19:00 0 0
7:15 1 0 19:15 0 0
7:30 1 1 19:30 1 0
7:45 0 3 1 4 7 19:45 0 1 1 2
8:00 0 2 20:00 1 0
8:15 0 2 20:15 0 0
8:30 1 2 20:30 3 0
8:45 0 7 8 20:45 0 4 0 0 4
9:00 0 1 21:00 2 0
9:15 0 2 21:15 0 0
9:30 4 2 21:30 1 0
9:45 1 5 6 11 21:45 0 3 0 0 3
10:00 2 2 22:00 0 0
10:15 2 3 22:15 0 0
10:30 2 1 22:30 0 0
10:45 2 8 7 15 22:45 0 0 0 0
11:00 1 4 23:00 0 0
11:15 5 3 23:15 0 0
11:30 0 1 23:30 0 0
11:45 1 7 2 10 17 23:45 0 0 0 0
Total Vol. 27 45 72 58 42 100
Daily Totals
NB SB Combined
85 87 172
AM PM
S(?lit% 37.5% 62.5% 41.9% 58.0% 42.0% 58.1%
Peak Hour 10:30 11:00 10:30 16:15 16:30 16:30
Volume 10 10 19 13 9 22
P.H.F. 0.50 0.63 0.59 0.46 0.75 0.55
PR~AR~t! 61'• Alm TD 71• ;>53 7!1:!!S~,..,alm:d <2m
Thursdav~ April 18, 2024 PROJECT: SC4508
SPEED12 Via Larga between La Plata Dr and La Plata Dr. AimTD 114 2s3 1aaa [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 0
0:15 0 0 12:15
0:30 0 0 12:30 2 1
0:45 0 0 0 0 12:45 1 4 0 3 7
1:00 0 0 13:00 1 2
1:15 0 0 13:15 2 1
1:30 0 0 13:30 3
1:45 0 0 0 0 13:45 5 0 6 11
2:00 0 0 14:00 2 2
2:15 0 0 14:15 1 2
2:30 0 0 14:30 1
2:45 0 0 0 0 14:45 3 7 6 13
3:00 0 0 15:00 2 2
3:15 0 0 15:15 0
3:30 0 0 15:30 1
3:45 1 1 0 0 1 15:45 1 4 0 4 8
4:00 0 0 16:00 2
4:15 0 0 16:15 0
4:30 0 0 16:30 3 1
4:45 0 0 0 0 16:45 6 2 5 11
5:00 0 0 17:00 3 2
5:15 0 17:15 3 4
5:30 0 0 17:30 0
5:45 0 0 2 3 3 17:45 8 0 6 14
6:00 0 0 18:00 2 1
6:15 0 1 18:15 2 0
6:30 0 2 18:30 1 3
6:45 0 0 3 6 6 18:45 1 6 1 5 11
7:00 2 2 19:00 1 0
7:15 0 0 19:15 1 1
7:30 1 1 19:30 2 3
7:45 4 1 4 8 19:45 5 0 4 9
8:00 0 3 20:00 1
B:15 1 0 20:15 0
8:30 0 5 20:30 1 0
8:45 2 9 11 20:45 0 3 0 1 4
9:00 0 1 21:00 2
9:15 2 21:15 1 0
9:30 2 1 21:30 0 0
9:45 0 3 1 5 8 2.1:45 0 2 0 2 4
10:00 0 2 22:00 0 0
10:15 2 22:15 0 0
10:30 0 1 22:30 2 1
10:45 2 4 2 6 10 2.2;45 0 2 0 1 3
11:00 2 5 23:00 0 0
11:15 0 23:15 1 0
11:30 23:30 1 0
11:45 0 4 7 11 23:45 0 2 0 0 2
Total Vol. 18 40 58 54 43 97
Daily Totals
NB SB Combined
72 83 155
AM PM
sent% 31.0% 69.0% 37.4% 55.7% 44.3% 62.6%
Peak Hour 10:15 7:45 10:15 16:30 16:30 16:30
Volume 6 9 15 10 9 19
P.H.F. 0.75 0.45 0.54 0.83 0.56 0.68
PREPA.REg BY· A,mTO 7!0 :!S.:. 7!!l!S <!~
Saturday, April 20, 2024 PROJECT: SC4508
SPEED12 Via Larga between La Plata Dr and La Plata Dr. AimTD 114 253 1eaa [email protected] AM Period NB SB PM Period NB SB
0:00 0 0 12:00 1 0
0:15 0 0 12:15 2
0:30 0 0 12:30 2
0:45 0 0 0 0 12:45 0 5 3 8
1:00 0 0 13:00 2 4
1:15 0 0 13:15 1 3
1:30 0 0 13:30 2 3
1:45 0 0 0 0 13:45 3 8 0 10 18
2:00 0 0 14:00 2 0
2:15 0 0 14:15 4 0
2:30 0 0 14:30 2 1
2:45 0 0 0 0 14:45 9 0 10
3:00 0 0 15:00 1 1
3:15 0 0 15:15 3 2
3:30 1 15:30 0 0
3:45 0 0 2 15:45 0 4 0 3 7
4:00 0 0 16:00 0 1
4:15 0 0 16:15 2
4:30 0 0 16:30 2 3
4:45 0 0 0 0 16:45 3 6 0 6 12
5:00 0 0 17:00 0
5:15 0 0 17:15 1 0
5:30 0 0 17:30 2 0
5:45 0 0 0 0 17:45 0 4 1 1 s
6:00 0 1 18:00 1 0
6:15 0 0 18:15 0 1
6:30 0 0 18:30 4 0
6:45 0 0 0 18:45 1 6 0 7
7:00 0 1 19:00 0 1
7:15 0 19:15 1 0
7:30 0 1 19:30 1 1
7:45 0 0 1 4 4 19:45 0 2 1 3 s
8:00 0 3 20:00 0 1
8:15 0 2 20:15 2 0
8:30 1 1 20:30 0 0
8:45 3 4 1 7 11 20:45 0 2 2 4
9:00 1 0 21:00 1 0
9:15 2 2 21:15 0 1
9:30 0 0 21:30 0 0
9:45 3 6 2 4 10 21:45 0 0 2
10:00 3 2 22:00 0 0
10:15 3 22:15 1 0
10:30 s 4 22:30 0 0
10:45 1 10 3 12 22 22:45 2 1 3
11:00 1 0 23:00 0 0
11:15 3 23:15 0 0
11:30 6 23:30 1 0
11:45 4 4 13 17 23:45 0 l 1 2
Total Vol. 25 42 67 50 33 83
Daily Totals
NB SB Combined
75 75 150
AM PM
sent% 37.3% 62.7% 44.7% 60.2% 39.8% 55.3%
Peak Hour 9:45 11:00 9:45 13:30 12:45 13:00
Volume 12 13 23 11 11 18
P.H.F. 0.60 0.54 0.64 0.69 0.69 0.75
PREPAREDBV 4 mTD71< ~37§~a ,l!!•lm!d <0m
Wednesda~. Aeril 17, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT20 La Estrada Dr between Via Piedra Roja and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 114 2sl 1eae AM Period EB WB PM Period EB WB
0:00 0 0 12:00 0 2
0:15 0 0 12:15
0:30 0 0 12:30 5 3
0:45 0 0 0 0 12:45 2 8 9 15 23
1:00 0 0 13:00 1 4
1:15 0 0 13:15 3 2
1:30 0 0 13:30 1 3
1:45 0 0 0 0 13:45 6 2 11 17
2:00 0 0 14:00 2
2:15 0 0 14:15 2 3
2:30 0 0 14:30 0 3
2:45 0 0 0 0 14:45 0 3 9 12
3:00 0 0 15:00 2 3
3:15 15:15 2 2
3:30 0 0 15:30 3 3
3:45 0 1 0 1 2 15:45 1 8 2 10 18
4:00 0 0 16:00 0 5
4:15 0 0 16:15 0
4:30 0 0 16:30 2
4:45 0 0 1 1 1 16:45 2 3 2 10 13
5:00 0 0 17:00 0 2
5:15 0 0 17:15 1
5:30 0 1 17:30 0 4
5:45 0 0 0 1 17:45 0 2 9 10
6:00 0 0 18:00 0
6:15 0 0 18:15 0 0
6:30 0 18:30 2 2
6:45 0 1 2 18:45 2 5 0 2 7
7:00 0 0 19:00 0
7:15 0 2 19:15 0 2
7:30 2 19:30
7:45 2 1 5 7 19:45 0 2 6 7
8:00 0 7 20:00 0 0
8:15 0 2 20:15 0 2
8:30 0 4 20:30
8:45 2 2 14 16 20:45 0 0 3 4
9:00 2 3 21:00 0
9:15 21:15 0 2
9:30 2 21:30 0
9:45 5 2 8 13 21:45 0 0 3 4
10:00 3 3 22:00 0
10:15 0 2 22:15 0
10:30 0 7 22:30 0 0
10:45 4 7 13 20 22:45 0 0 0 2 2
11:00 4 3 23:00 0 0
11:15 0 3 23:15 0 0
11:30 2 23:30 0 0
11:45 3 9 8 17 23:45 0 0 0 0
Total Vol. 27 52 79 37 80 117
Daily Totals
EB WB Combined
64 132 196
AM PM
sent% 34.2% 65.8% 40.3% 31.6% 68.4% 59.7%
Peak Hour 10:45 7:45 10:30 12:30 12:30 12:30
Volume 10 14 22 11 18 29
P.H.F. 0.63 0.50 0.79 0.45 0.50 0.66
PREPARED BY AimTD LLC. jel. 714 253 7S88 [email protected]
Thursda~. Aeril 18, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT20 La Estrada Dr between Via Piedra Roja and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 114 253 188a AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2
0:15 0 0 12:15 4
0:30 0 0 12:30 2 4
0:45 0 0 0 0 12:45 2 6 3 13 19
1:00 0 0 13:00 0 5
1:15 0 0 13:15 3 2
1:30 0 0 13:30 2
1:45 0 0 0 0 13:45 5 1 10 15
2:00 0 0 14:00 4
2:15 0 0 14:15 1
2:30 0 0 14:30 0 1
2:45 0 0 0 0 14:45 0 2 4 10 12
3:00 0 0 15:00 2
3:15 0 0 15:15 4
3:30 0 0 15:30 2 2
3:45 0 0 1 1 15:45 8 3 8 16
4:00 0 0 16:00 0
4:15 0 0 16:15 2
4:30 0 0 16:30 3 2
4:45 0 0 0 0 .16:45 0 4 0 5 9
5:00 0 0 17:00 0 0
5:15 0 0 17:15 2 3
5:30 0 0 17:30 4 6
5:45 0 0 0 0 17:45 7 0 9 16
6:00 0 3 18:00 3 2
6:15 0 0 18:15 0 2
6:30 0 18:30 2 2
6:45 0 0 0 4 4 18:45 6 7 13
7:00 0 19:00
7:15 0 0 19:15
7:30 2 19:30 2
7:45 0 l 2 5 6 19:45 0 3 0 4 7
8:00 0 4 20:00 0 0
8:15 0 4 20:15 1
8:30 0 5 20:30
8:45 3 16 17 20:45 0 2 0 2 4
9:00 4 21:00 0 0
9:15 0 4 21:15 0 0
9:30 3 21:30 0 0
9:45 3 5 5 16 21 21:45 0 0 0 0
10:00 3 2 22:00 0 0
10:15 3 22:15 0
10:30 22:30 0 0
10:45 0 5 0 6 11 22:45 0 0 0 1
11:00 23:00 0 0
11:15 3 23:15 0 0
11:30 4 23:30 0 0
11:45 6 12 4 9 21 23:45 1 1 2
Total Vol. 24 57 81 44 70 114
Daily Totals
EB WB Combined
68 127 195
AM PM
se11t0Jo 29.6% 70.4% 41.5% 38.6% 61.4% 58.5%
Peak Hour 11:00 8:00 11:45 17:15 12:15 12:15
Volume 12 16 24 10 16 21
P.H.F. 0.50 0.80 0.60 0.50 0.80 0.88
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturda~. Aeril 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT20 La Estrada Dr between Via Piedra Roja and Vista Plaza Dr PREPARED BY: AimTD LLC. tel: 114 2s3 1aaa AM Period EB WB PM Period EB WB
0:00 0 0 12:00 4 2
0:15 0 0 12:15 0 2
0:30 0 0 12:30 2
0:45 0 a 0 a 12:45 7 3 8 15
1:00 0 0 13:00 0
1:15 0 0 13:15 2
1:30 0 0 13:30 3 5
1:45 0 a 0 a 13:45 5 9 14
2:00 0 0 14:00 2 4
2:15 0 0 14:15
2:30 0 0 14:30 0 4
:us 0 a 0 a 14:45 0 3 0 9 12
3:00 0 0 15:00 2 3
3:15 0 0 15:15
3:30 0 0 15:30 3
3:45 1 1 2 15:45 5 2 9 14
4:00 0 0 16:00 3
4:15 0 0 16:15 3
4:30 0 0 16:30 2 5
4:45 0 a 0 a 16:45 0 4 1 12 16
5:00 0 17:00 0 2
5:15 0 0 17:15 1
5:30 0 0 17:30 2 0
5:45 0 0 a 1 17:45 3 6 2 5 11
6:00 0 0 18:00 3 2
6:15 0 18:15 0 3
6:30 0 0 18:30 0 3
6:45 0 0 1 2 2 18:45 2 5 9 14
7:00 0 0 19:00 0 0
7:15 0 0 19:15 0 2
7:30 0 0 19:30 3 0
7:45 0 a 2 2 2 19:45 4 0 2 6
8:00 0 0 20:00 0 0
8:15 3 20:15 0
8:30 0 2 20:30 0
8:45 2 2 7 9 20:45 0 0 1 2
9:00 0 2 21:00 0
9:15 21:15 0 0
9:30 2 21:30 0 1
9:45 3 3 8 11 21:45 0 1 0 2
10:00 2 22:00 0 0
10:15 3 22:15 0 1
10:30 3 2 22:30 0 0
10:45 8 1 6 14 22:45 0 a 0
11:00 2 23:00 2 0
11:15 1 23:15 0 0
11:30 3 23:30 0 0
11:45 4 7 5 11 18 23:45 0 2 0 a 2
Total Vol. 22 37 59 43 66 109
Daily Totals
EB WB Combined
65 103 168
AM PM
sent% 37.3% 62.7% 35.1% 39.4% 60.6% 64.9%
Peak Hour 11:15 11:30 11:15 17:15 15:45 13:15
Volume 10 12 21 9 13 19
P.H.F. 0.63 0.60 0.58 0.75 0.65 0.59
PREPARED BY: Aimm LLC. tel: 714 253 7888 [email protected]
Wednesday, April 17, 2024 PROJECT: SC4508
SPEED30 La Estrada Dr between Via Piedra Roja and Los Osos Dr. AimTD 714 253 7BBB [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 1 4
0:15 0 0 12:15 6
0:30 0 0 12:30 7 3
0:45 0 0 0 0 12.:45 2 11 9 22 33
1:00 0 0 13:00 3 4
1:15 0 0 13:15 2 3
1:30 0 0 13:30 1 1
1:45 0 0 0 0 13:45 3 9 2 10 19
2:00 0 0 14:00 2 5
2:15 0 0 14:15 2 3
2:30 0 0 14:30 1 2
2:45 0 0 0 0 14:45 l 6 3 13 19
3:00 0 0 15:00 1 3
3:15 0 0 15:15 3 2
3:30 0 0 15:30 1 3
3:45 0 0 0 0 15:45 2 7 3 11 18
4:00 0 0 16:00 2 3
4:15 0 0 16:15 2 3
4:30 0 0 16:30 2 4
4:45 0 0 0 0 16:45 1 7 1 11 18
5:00 0 0 17:00 0 1
5:15 0 0 17:15 0 5
5:30 0 0 17:30 1 4
5:45 0 0 17:45 0 5 15 16
6:00 0 1 18:00 0
6:15 2 0 18:15 0 2
6:30 0 0 18:30 0
6:45 2 4 2 6 18:45 2 4 7 9
7:00 0 0 19:00 2 4
7:15 2 19:15 1 0
7:30 0 19:30 1 2
7:45 1 4 2 3 7 19:45 3 7 2 8 15
8:00 4 2 20:00 0
8:15 1 2 20:15 4
8:30 3 3 20:30 0 2
8:45 2 10 1 8 18 20:45 2 3 2 9 12
9:00 3 2 21:00 1 1
9:15 2 4 21:15 0 2
9:30 3 2 21:30 0 1
9:45 3 11 0 8 19 21:45 0 1 1 5 6
10:00 2 1 22:00 0 0
10:15 2 2 22:15 1 2
10:30 1 6 22:30 0
10:45 6 11 2 11 22 22:45 0 1 4 5
11:00 5 2 23:00 0 0
11:15 3 1 23:15 0 0
11:30 2 1 23:30 0 1
11:45 2 12 3 7 19 23:45 0 0 0
Total Vol. 52 40 92 55 116 171
Daily Totals
EB WB Combined
107 156 263
AM PM
SelitO/o 56.5% 43.5% 35.00/o 32.2% 67.8% 65.00/o
Peak Hour 10:45 11:45 11:45 12:30 12:00 12:15
Volume 16 16 27 14 22 35
P.H.F. 0.67 0.67 0.68 a.so 0.61 o.so
tB{PARsO §V• AlrnTQ 7!J ~J 71!2§ g,,<i>.umtd <Cm
Thursday, April 18, 2024 PROJECT: SC4508
SPEED30 La Estrada Dr between Via Piedra Roja and Los Osos Dr. AimTD 114 253 1aae [email protected] AM Period EB WB PM Period EB WB
0:00 D D 12:00 1 2
0:15 D D 12:15 3 5
0:30 D D 12:30 0 6
0:45 D D 1 12:45 1 5 2 15 20
1:00 1 D 13:00 3 5
1:15 0 D 13:15 2
1:30 0 1 13:30 1 2
1:45 0 D 1 2 13:45 6 2 11 17
2:00 D 0 14:00 2
2:15 1 0 14:15 0 1
2:30 0 0 14:30 2 D
2:45 0 D D 1 14:45 1 4 1 4 8
3:00 0 D 15:00 2 1
3:15 0 D 15:15 4 3
3:30 0 D 15:30 1 2
3:45 0 0 D 0 15:45 2 9 4 10 19
4:00 1 D 16:00 D 1
4:15 D D 16:15 2 3
4:30 2 D 16:30 3 3
4:45 4 0 0 4 16:45 3 8 3 10 18
5:00 D D 17:00 0 6
5:15 D D 17:15 1
5:30 1 17:30 4 3
5:45 D 1 2 3 17:45 2 7 D 10 17
6:00 1 18:00 1 3
6:15 2 0 18:15 2 1
6:30 1 0 18:30 2 3
6:45 2 6 D 7 18:45 0 5 6 13 18
7:00 D 2 19:00 1 2
7:15 1 2 19:15 D 1
7:30 3 1 19:30 2 2
7:45 5 6 11 19:45 0 3 2 7 10
8:00 2 1 20:00 2 3
8:15 5 3 20:15 1
8:30 6 20:30 1 4
8:45 2 10 4 14 24 20:45 0 4 1 9 13
9:00 1 5 21:00 1 1
9:15 6 1 21:15 0
9:30 2 21:30 0 1
9:45 4 12 3 11 23 21:45 0 l 3 6 7
10:00 5 2 22:00 0 2
10:15 2 2 22:15 1 2
10:30 4 22:30 D 0
10:45 0 11 1 6 17 22:45 0 1 5 6
11:00 1 3 23:00 0 2
11:15 1 4 23:15 0
11:30 3 4 23:30 1 2
11:45 2 7 4 15 22 23:45 0 2 1 5 7
Total Vol. 58 57 115 55 105 160
Daily Totals
EB WB Combined
113 162 275
AM PM
selit% 50.4% 49.6% 41.8% 34.4% 65.6% 58.2%
Peak Hour 9:15 8:15 8:15 14:30 12:15 12:15
Volume 16 18 27 9 18 25
P.H.F. 0.67 0.75 0.84 0.56 0.75 0.78
PREPARED ur· AlaffQ 11.1 i~3 7~ ~,,~,il,mtd.(O!!l
Sa1urdav A rll 20, 2024 PROJECT: SC4508
SPEED3D La Estrada Dr between Via Piedra Roja and Los Osos Dr. AimTD 714 Hl 1sae [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2
0:15 0 0 12:15 1
0:30 0 0 12:30 2 2
0:45 0 0 0 0 12:45 0 5 2 6 11
1:00 0 0 13:00 3 2
1:15 0 0 13:15 2 7
1:30 0 0 13:30 2 4
1:45 0 0 0 0 13:45 0 7 14 21
2:00 0 0 14:00 3 4
2:15 0 0 14:15 3 7
2:30 0 0 14:30 4 4
2:45 0 0 0 0 H :45 3 13 7 22 35
3:00 0 0 15:00 0 0
3:15 0 0 15:15 0
3:30 0 0 15:30 1
3:45 1 l 0 0 1 15:45 1 3 3 4 7
4:00 0 0 16:00 2 3
4:15 0 0 16:15 3 5
4:30 0 0 16:30 2 3
4:45 0 0 0 0 16:45 0 7 0 11 18
5:00 0 0 17:00 0 2
5:15 0 0 17:15 1 3
5:30 1 0 17:30 0 1
5:45 2 3 1 1 4 17:45 2 3 5 11 14
6:00 1 0 18:00 3 3
6:15 1 0 18:15 3 2
6:30 0 0 18:30
6:45 0 2 1 3 18:45 8 l 7 .15
7:00 1 19:00 0
7:15 0 0 19:15 0 1
7:30 19:30 2 3
7:•IS 0 2 1 3 s 19:45 0 3 5 8
8:00 3 20:00 0 2
8:15 2 1 20:15 1 2
8:30 4 0 20:30 0 3
8:45 4 13 3 16 20:45 l 2 8 10
9:00 0 21:00 1
9:15 1 21:15 0
9:30 1 2 21:30 0 2
9:45 l 3 3 7 10 21 :45 0 1 0 4 s
10:00 0 3 22:00 0
10:15 3 3 22:15 0 1
10:30 2 1 22:30 0 0
10:45 6 3 10 .16 22:45 0 0 0 2 2
11:00 0 1 23:00 2
11:15 2 2 23:15 0 0
11:30 0 2 23:30 0 0
11:45 2 4 3 8 12 23:45 0 1 2 4 5
Total Vol. 34 33 67 53 98 151
Daily Totals
EB WB Combined
87 131 218
AM PM
sent% 50.7% 49.3% 30.7% 35.1% 64.9% 69.3%
Peak Hour 8:00 9:30 8:00 14:00 14:00 14:00
Volume 13 11 16 13 22 35
P.H.F. 0.81 0.92 0.80 0.81 0.79 0.88
PR§l>AREQ BY. A1mlQ 7j• 25~Z§M cjfila,mtd com
Wednesd> , April 17, 2024 PROJECT: SC4508
SPEEDS Via Piedra Blanca between Vista Plaza Dr and Los Osos Dr. AimTD 714 253 1eaa [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 5 1
0:15 0 0 12:15 1 9
0:30 0 0 12:30 3 10
0:45 0 0 0 0 12:45 13 22 2 22 44
1:00 0 0 13:00 3 3
1:15 0 0 13:15 5 2
1:30 0 0 13:30 5 4
1:45 0 0 0 0 U :45 3 16 5 14 30
2:00 0 0 14:00 6 5
2:15 0 0 14:15 4 10
2:30 0 0 14:30 2 5
2:45 0 0 0 0 14:45 7 19 6 26 45
3:00 0 0 15:00 6 5
3:15 0 0 15:15 4 8
3:30 0 0 15:30 4 6
3:45 0 0 0 0 15:45 4 18 5 24 42
4:00 0 0 16:00 3 4
4:15 0 0 16:15 6 6
4:30 0 0 16:30 5 5
4:45 2 2 0 0 2 16:45 6 20 6 21 41
5:00 0 0 17:00 4 2
5:15 0 0 17:15 2 7
5:30 0 0 17:30 3 5
5:45 0 0 0 0 17:45 3 12 3 17 29
6:00 0 0 18:00 2 7
6:15 2 1 18:15 1 2
6:30 1 0 18:30 3 2
6:45 0 3 2 5 18:45 3 9 3 14 23
7:00 2 0 19:00 2
7:15 7 0 19:15 1 4
7:30 0 4 19:30 5
7:4.5 2 11 6 10 21 l.9:45 1 4 1 12 16
8:00 2 6 20:00 3 1
8:15 4 5 20:15 0 2
8:30 4 3 20:30 2 4
8:45 4 14 1 15 29 20:45 0 5 0 7 12
9:00 1 3 21:00 0 4
9:15 3 2 21:15 0 2
9:30 6 21:30 0
9:45 2 12 2 8 20 21:45 2 2 2 9 11
10:00 2 2 22:00 1 2
10:15 1 1 22:15 0 1
10:30 3 2 22:30 1 1
10:45 4 10 5 10 20 22:45 0 2 0 4 6
11:00 5 3 23:00 0 0
11:15 2 2 23:15 0 0
11:30 2 4 23:30 0 0
11:45 2 11 9 18 29 23:45 0 0 0 0
Total Vol. 63 63 126 129 170 299
Daily Totals
EB WB combined
192 233 425
AM PM
SelitO/o 50.0% 50.0% 29.6% 43.1% 56.9% 70.4%
Peak Hour 8:00 11:45 11:45 12:45 14:00 14:45
Volume 14 29 40 26 26 46
P.H.F. 0.88 0.73 0.77 0.50 0.65 0,88
e~EPi;R~Q ~:r: AlmTD 714 ~~ 7S~ g~i1m1cf com
Thurl<lay, April 18, 2024 PROJECT: SC4508
SPEEDS Via Piedra Blanca between Vista Plaza Dr and Los Osos Dr. AimTD 714 253 1aae [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 6 5
0:15 0 0 12:15 2 3
0:30 0 0 12:30 6 7
0:45 0 0 12:45 2 16 4 19 35
1:00 0 13:00 5 3
1:15 1 1 13:15 1 5
1:30 0 0 13:30 0 2
lc45 0 2 0 3 13:45 2 8 4 14 22
2:00 1 0 14:00 1 8
2:15 0 0 14:15 5 4
2:30 0 0 14:30 0 1
2:45 0 0 0 1 14:45 2 8 6 19 27
3:00 0 0 15:00 7 9
3:15 0 0 15:15 4 10
3:30 0 2 15:30 2 5
3:45 0 0 0 2 2 15:45 3 16 5 29 45
4:00 1 0 16:00 2 6
4:15 0 0 16:15 3 6
4:30 0 0 16:30 2 7
4:45 0 0 0 l 16:45 4 11 6 25 36
5:00 1 0 17:00 3 4
5:15 0 0 17:15 4 5
5:30 0 0 17:30 0 2
5:45 2 0 0 2 17:45 0 7 4 15 22
6:00 0 18:00 5 2
6:15 0 18:15 3
6:30 I 18:30 4 3
6:45 4 0 5 18:45 4 14 4 12 26
7:00 1 1 19:00 3 6
7:15 5 2 19:15 0 0
7:30 3 3 19:30 2 1
7:45 4 13 8 14 27 19:45 3 8 2 9 17
8:00 5 7 20:00 2 5
8:15 4 4 20:15 2 1
8:30 0 3 20:30 4 2
8:45 4 13 2 16 29 20:45 1 9 2 10 19
9:00 9 4 21:00 0
9:15 4 6 21:15 0 1
9:30 3 3 21:30 1 1
9:45 2 18 2 15 33 21:45 0 l 2 5 6
10:00 2 3 22:00 0 0
10:15 5 6 22:15 0 0
10:30 l 3 22:30 0
10:45 3 11 2 14 25 22:45 0 0 1 2 2
11:00 2 3 23:00 1 1
11:15 1 3 23:15 0 1
11:30 5 4 23:30 1 0
11:45 6 14 1 11 25 23:45 1 3 0 2 5
Total Vol. 80 74 154 101 161 262
Daily Totals
EB WB Combined
181 235 416
AM PM
sent% 51.9% 48.1% 37.0% 38.5% 61.5% 63.0%
Peak Hour 8:45 7:30 7:30 12:00 14:45 14:45
Volume 20 22 38 16 30 45
P.H.F. 0.56 0.69 0.79 0.67 0.75 0.70
rR~P;.REQ BY !\m,IQ 7!J ~3 7!l§l! g@l•Mld sn!!l
Satt.rrdoy, AJ,rll 2J) 2024 PROJECT: SC4508
SPEEDS Via Piedra Blanca between Vista Plaza Dr and Los Osos Dr. AimTD 114 253 1aaa [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 4
0:15 1 1 12:15 1 2
0:30 0 1 12:30 0 1
0:45 0 1 0 2 3 12:45 3 5 3 10 15
1:00 0 0 13:00 5 4
1:15 0 0 13:15 5 4
1:30 0 0 13:30 3 1
1:45 0 0 0 0 13:45 2 15 2 11 26
2:00 0 0 14:00 2 7
2:15 0 0 14:15 3 2
2:30 0 0 14:30 2 4
2:45 0 0 0 0 14:45 2 9 2 15 24
3:00 0 0 15:00 3 2
3:15 0 1 15:15 4 6
3:30 0 0 15:30 7 12
3:45 0 0 0 1 15:45 2 16 4 24 40
4:00 0 0 16:00 3 3
4:15 0 0 16:15 6 4
4:30 0 0 16:30 4
4:45 0 0 0 0 16:45 4 14 5 16 30
5:00 0 1 17:00 4 5
5:15 0 0 17:15 3 2
5:30 0 0 17:30 3 1
5:45 0 0 0 17:45 3 13 4 12 25
6:00 0 0 18:00 1 3
6:15 1 1 18:15
6:30 0 0 18:30 4 1
6:45 1 2 2 4 18:45 3 9 3 B 17
7:00 0 0 19:00 0 0
7:15 0 19:15 0 2
7:30 0 2 19:30 2 3
7:45 1 2 5 6 19:45 3 1 6 9
8:00 1 1 20:00 l 0
8:15 2 2 20:15 1
8:30 2 4 20:30 1 3
8:45 l 6 8 14 20:45 l 4 5 9
9:00 1 2 21:00 2 1
9:15 6 3 21:15 3 3
9:30 4 5 21:30 0 1
9:45 7 18 6 16 34 21:45 2 7 2 7 14
10:00 3 22:00 2 4
10:15 2 4 22:15 1 1
10:30 6 4 22:30 1 0
10:45 l 10 3 14 24 22:45 0 4 2 7 11
11:00 3 5 23:00 1 1
11:15 3 7 23:15 0 2
11:30 4 5 23:30 0 1
U:45 2 12 7 24 36 23:45 1 2 0 4 6
Total Vol. 50 73 123 101 125 226
Daily Totals
EB WB Combined
151 198 349
AM PM
se1it% 40.7% 59.3% 35.2% 44.7% 55.3% 64.80/o
Peak Hour 9:00 11:00 11:00 15:30 15:15 15:15
Volume 18 24 36 18 25 41
P.H.F. 0.64 0.86 0.90 0.64 0.52 O.S4
PREPAJ!l,QBY A1mTO :n.: 2~3 zm Cf:!!2i!!Jfd.,.c,m
Wodne.sd•v. April 17 2024 PROJECT: SC4508
SPEED29 Via Piedra Blanca between Los Osos Dr and Via Alto Cerro. AimTD 114 253 7888 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 5
0:15 0 0 12:15 1 10
0:30 0 0 12:30 4 8
0:45 0 0 0 0 12:45 7 17 4 23 40
1:00 0 0 13:00 6 4
1:15 0 0 13:15 4 2
1:30 0 0 13:30 4 5
1:45 0 0 0 0 13:45 3 17 5 16 33
2:00 0 0 14:00 1 4
2:15 0 0 14:15 2 10
2:30 0 0 14:30 3 5
2:45 0 0 0 0 14:45 6 12 6 25 37
3:00 0 0 15:00 8 6
3:15 0 0 15:15 2 8
3:30 0 0 15:30 3 7
3:45 0 0 0 0 15:45 3 16 6 27 43
4:00 0 0 16:00 2 3
4:15 0 0 16:15 5 6
4:30 0 0 16:30 6 6
4:45 2 2 0 0 2 16:45 4 17 5 20 37
5:00 1 0 17:00 5 4
5:15 1 0 17:15 2 7
5:30 0 0 17:30 4 5
5:45 0 2 0 0 2 17:45 2 13 3 19 32
6:00 0 1 18:00 2 6
6:15 2 1 18:15 1 2
6:30 2 0 18:30 1 4
6:45 0 4 1 3 7 18:45 4 8 4 16 24
7:00 2 0 19:00 1 2
7:15 6 0 19:15 1 4
7:30 2 4 19:30 3 5
7:45 1 11 7 11 22 19:45 2 7 3 14 21
8:00 2 4 20:00 2 2
8:15 8 5 20:15 0 3
8:30 6 2 20:30 2 4
8:45 6 22 2 13 35 20:45 0 4 10 14
9:00 0 4 21:00 0 4
9:15 5 2 21:15 4
9:30 4 1 21:30 1 1
9:45 2 u 2 9 20 21:45 1 3 2 11 14
10:00 4 2 22:00 1 2
10:15 1 1 22:15 0
10:30 3 2 22:30 1 1
10:45 4 12 5 10 22 22:45 0 2 0 4 6
11:00 5 6 23:00 0 0
11:15 2 1 23:15 0 0
11:30 1 3 23:30 0 1
U:45 2 10 8 18 28 D :45 1 0 l 2
Total Vol. 74 64 138 117 186 303
Daily Totals
EB WB Combined
191 250 441
AM PM
sent% 53.6% 46.4% 31.30/o 38.6% 61.4% 68.70/o
Peak Hour 8:00 11:45 11:45 12:30 14:15 14:15
Volume 22 27 39 21 27 46
P.H.F. 0.69 0.68 0,81 0.75 0.68 0.82
P~fP;;j!!iQ §Y /IJmTQ 71~ 2~J l'SS~ c~®.,!!Jtd.c<>!Jl
Thursday, April 18, 2024 PROJECT: SC4508
SPEED29 Via Piedra Blanca between Los Osos Dr and Via Alto Cerro. AimTD 114 Hl 111a [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 7 7
0:15 0 0 12:15 2 3
0:30 0 0 12:30 6 6
0:45 0 0 12:45 0 15 4 20 35
1:00 0 13:00 4
1:15 1 13:15 0 5
1:30 0 0 13:30 2 3
1:45 0 2 0 1 3 13:45 3 6 5 17 23
2:00 1 0 14:00 7
2:15 0 0 14:15 3 6
2:30 0 0 14:30 0 2
2:4S 0 0 0 1 14:45 2 6 7 22 28
3:00 0 0 15:00 7 10
3:15 0 0 15:15 4 10
3:30 0 3 15:30 2 5
3:45 0 0 0 3 3 15:4S 4 17 3 28 45
4:00 1 0 16:00 3 5
4:15 0 0 16:15 2 7
4:30 0 0 16:30 4 7
4:45 0 0 0 16:45 4 13 8 27 40
5:00 1 0 17:00 2 8
5:15 2 0 17:15 2 4
5:30 0 0 17:30 2 2
S:45 0 3 0 0 3 17:45 0 6 3 17 23
6:00 1 18:00 4 2
6:15 1 0 18:15 4 3
6:30 1 0 18:30 4 5
6:4S 2 5 0 1 6 16:45 3 15 4 14 29
7:00 2 19:00 3 5
7:15 6 1 19:15 0 0
7:30 2 5 19:30 3 2
7:45 3 13 8 15 28 19:45 3 9 4 11 20
8:00 6 7 20:00 3 4
8:15 4 4 20:15 2 3
8:30 0 3 20:30 3 5
8:45 4 14 3 17 31 20:45 9 3 15 24
9:00 3 4 21:00 1
9:15 6 4 21:15 0 1
9:30 2 2 21:30 1
9:45 3 14 3 13 27 21:45 3 3 6 9
10:00 2 4 22:00 0 0
10:15 5 6 22:15 0 0
10:30 2 3 22:30 0 0
10:45 3 12 14 26 22:45 0 0 1 1
11:00 4 2 23:00
11:15 3 3 23:15 0 1
11:30 5 5 23:30 1 0
11:45 6 18 1 11 29 23:45 0 2 0 2 4
Total Vol. 84 75 159 101 180 281
Daily Totals
EB WB combined
185 255 440
AM PM
sent% 52.8% 47.2% 36.1% 35.9% 64.1% 63.90/o
Peak Hour 11:15 7:30 7:30 15:00 14:45 14:45
Volume 21 24 39 17 32 47
P.H.F. 0.75 0.75 0.75 0.61 0.80 0.69
PAfPAR~~ ~Y. A1mT~ 7!-! ~3 7~~ si@a1m15i.<gm
Snurda Aoril 20, 2024 PROJECT: 5(4508
SPEED29 Via Piedra Blanca between Los Osos Dr and Via Alto Cerro. AimTD 714 253 1111 [email protected] AM Period EB WB PM Period EB WB
0:00 0 0 12:00 2
0:15 0 12:15 4 3
0:30 0 1 12:30 0
0:45 0 0 0 2 2 12:45 2 7 4 10 17
1:00 0 0 13:00 4 6
1:15 0 0 13:15 7 4
1:30 0 0 13:30 3 1
l:45 0 0 0 0 13:45 2 16 2 13 29
2:00 0 0 14:00 7
2:15 0 0 14:15 2 2
2:30 0 0 14:30 2 4
2:45 0 0 0 0 14:45 6 3 16 22
3:00 0 0 15:00 1 2
3:15 0 0 15:15 6 3
3:30 0 0 15:30 3 13
3:45 0 0 0 0 15:45 3 13 3 21 34
4:00 0 0 16:00 3 5
4:15 0 0 16:15 5 5
4:30 0 0 16:30 1 3
4:45 0 0 0 0 16:45 s 14 4 17 31
5:00 1 0 17:00 3 6
5:15 0 0 17:15 3 4
5:30 0 17:30 4 2
5:45 0 2 0 0 2 17:45 4 14 3 15 29
6:00 0 0 18:00 1 3
6:15 0 18:15 0 2
6:30 0 0 18:30 4 1
6:45 2 3 3 3 6 18:45 3 8 4 10 18
7:00 0 19:00 0 0
7:15 1 2 19:15 0 1
7:30 0 1 19:30 2 2
7:45 1 3 2 5 8 19:45 1 3 2 5 8
8:00 0 1 20:00 0 0
8:15 2 2 20:15 0 1
8:30 2 2 20:30 4
8:45 2 6 l 6 12 20:45 1 2 1 6 8
9:00 4 21:00 2 2
9:15 3 4 21:15 3 3
9:30 3 2 21:30 0 1
9:45 7 17 7 14 31 21:45 6 1 7 13
10:00 4 2 22:00 2 4
10:15 2 6 22:15 2 2
10:30 B 3 22:30 1 0
10:45 3 17 2 13 30 22:45 0 5 2 B 13
11:00 3 7 23:00 1 2
11:15 2 6 23:15 0
11:30 4 5 23:30 0 1
11:45 2 11 6 24 35 23:45 0 0 4 5
Total Vol. 59 67 126 95 132 227
Daily Totals
EB WB combined
154 199 353
AM PM
sent% 46.8% 53.2% 35.7% 41.9% 58.1% 64.30/o
Peak Hour 9:45 11:00 9:45 12:45 15:30 15:30
Volume 21 24 39 16 26 40
P.H.F. 0.66 0.86 0.70 0.57 o.so 0.63
f!AEPAREJ2 fil'. ;:.,mTO 7 4~ i~! zm '~®01ro\d.c2m
Wednesdal, Aenl 17, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT19 Los Osos Dr between Via De Anza and La Estrada Dr PREPARED BY: AimTD LLC. tel: 1u 253 1eae AM Period NB SB PM Period NB SB
0:00 0 0 12:00 9 2
0:15 0 0 12:15 8 3
0:30 0 0 12:30 5 9
0:45 0 0 0 0 12:45 4 26 1.5 41
1:00 0 13:00 6 5
1:15 0 0 13:15 5 6
1:30 0 0 13:30 3 2
1:45 0 0 0 1 13:45 2 16 7 20 36
2:00 0 0 14:00 5 5
2:15 0 0 14:15 5 5
2:30 0 0 14:30 4 2
2:45 0 0 0 0 H:45 4 18 3 15 33
3:00 0 0 15:00 5 2
3:15 0 15:15 5 5
3:30 1 15:30 4 4
3:45 0 1 0 2 3 15:45 5 19 4 15 34
4:00 0 0 16:00 4 2
4:15 0 0 16:15 3 4
4:30 0 1 16:30 6 4
4:45 0 0 0 1 1 16:45 14 3 13 27
5:00 0 0 17:00 3 1
5:15 0 0 17:15 9 0
5:30 0 0 17:30 5 4
5:45 1 1 2 17:45 6 23 2 7 30
6:00 1 0 18:00 4 3
6:15 0 3 18:15 4
6:30 18:30 6 3
6:45 3 4 8 11 18:45 7 21 5 12 33
7:00 0 0 19:00 5 3
7:15 1 4 19:15 3
7:30 2 6 19:30 4 1
7:45 4 3 13 17 19:45 7 17 3 10 27
8:00 7 5 20:00 2 0
8:15 5 3 20:15 6 2
8:30 5 4 20:30 3 0
8:45 2 19 4 16 35 20:45 2 13 2 4 17
9:00 5 21:00 1
9:15 5 4 21:15 2
9:30 2 7 21:30 0
9:'15 0 8 5 2.1 29 21:45 5 1 3 8
10:00 2 22:00 0
10:15 4 3 22:15 2
10:30 4 5 22:30 1
10:45 4 14 9 18 32 22:45 2 6 0 2 8
11:00 3 6 23:00 0 0
11:15 3 23:15 0 0
11:30 2 4 23:30 0
11:45 5 11 3 16 27 23:45 2 0 0 2._
Total Vol. 62 96 158 180 116 296
Daily Totals
NB SB Combined
242 212 454
AM PM
selit% 39.2% 60_8% 34.8% 60.8% 39.2% 65.2%
Peak Hour 11:45 10:15 11:45 12:00 12:30 12:00
Volume 27 23 44 26 21 41
P.H.F. 0.75 0.64 0.79 0.75 0.58 0.73
PBEPARED SY AlmTD ~L!:; tel 714 253 7888 cs@almtd com
Thursda~. Aeril 18. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT19 Los Osos Dr between Via De Anza and La Estrada Dr PREPARED BY: AimTD LLC. tel: 114 253 111a AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3
0:15 0 0 12:15 6 3
0:30 0 12:30 7 0
0:45 2 0 0 2 12:45 5 21 5 9 30
1:00 0 13:00 4
1:15 0 0 13:15 4 2

1.:30 0 13:30 3
1:45 0 0 1 2 13:45 2 8 1 10 18
2:00 0 0 14:00 4 5
2:15 0 1 14:15 2 7
2:30 0 0 14:30 0 4
2:45 0 0 0 1 1 14:45 6 12 5 21 33
3:00 0 0 15:00 4 4
3:15 0 0 15:15 4 5
3:30 0 15:30 4
3:45 0 0 0 1 15:45 8 20 7 17 37
4:00 0 16:00 3 2
4:15 0 0 16:15 4 3
4:30 0 3 16:30 5 3
4:45 0 0 1 5 5 16:45 7 19 5 13 32
5:00 0 0 17:00 12 2
5:15 0 0 17:15 2 4
5:30 17:30 4 5
5:45 0 1 2 3 17:45 19 4 15 34
6:00 18:00 5 3
6:15 2 18:15 3 3
6:30 1 2 18:30 2
6:45 2 5 3 8 13 18:45 9 19 2 9 28
7:00 3 0 19:00 3 5
7:15 2 19:15 3
7:30 2 8 19:30 2
7:45 5 11 8 18 29 19:45 3 10 2 10 20
8:00 5 20:00 8 3
8:15 5 8 20:15 2 2
8:30 5 2 20:30 5
8:45 7 18 7 22 40 20:45 16 0 6 22
9:00 8 6 21:00 1
9:15 3 6 21:15 2 0
9:30 5 4 21:30 2 0
9:45 7 23 5 21 '14 21:45 4 9 0 1 10
10:00 2 6 22:00 3 0
10:15 6 22:15 3
10:30 3 4 22:30 0 0
10:'15 4 10 17 22:45 7 0 8
11:00 2 4 23:00 2 0
11:15 8 23:15 0 1
11:30 4 5 23:30 2 1
Ll:45 4 18 5 15 33 23:45 5 0 2 7
Total Vol. 89 111 200 165 114 279
Daily Totals
NB SB Combined
254 225 479
AM PM
sent% 44.5% 55.5% 41.80/o 59.1% 40.9% 58.2%
Peak Hour 8:15 7:30 8:15 16:15 14:00 16:15
Volume 25 29 48 28 21 41
P.H.F. 0.78 0.91 0.86 0.82 0.75 0.73
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Saturda~. Aerlt 20, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT19 Los Osos Dr between Via De Anza and La Estrada Dr PREPARED BY: AimTD LLC. tel: 114 2sJ 1aaa AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 4
0:15 12:15 3 5
0:30 0 0 12:30 3 4
0:45 0 , 2 3 12:45 3 12 2 15 27
1:00 0 0 13:00 2 5
1:15 0 0 13:15 7 2
1:30 0 0 13:30 2 3
1:45 0 0 0 0 13:45 5 16 3 13 29
2:00 0 0 14:00 5 4
2:15 0 0 14:15 10 3
2:30 0 0 14:30 5 4
2:45 0 0 0 0 14:45 7 27 4 15 42
3:00 0 0 15:00 3
3:15 0 0 15:15 3
3:30 0 0 15:30 4
3:45 0 0 1 l 15:45 3 8 9 17
4:00 0 0 16:00 3 2
4:15 0 0 16:15 6 5
4:30 0 0 16:30 3 2
4:45 0 0 0 0 16:45 5 17 0 9 26
5:00 0 17:00 5 6
5:15 0 0 17:15 3 4
5:30 0 17:30 1
5:45 2 3 2 3 6 17:45 7 16 2 13 29
6:00 18:00 3 5
6:15 0 18:15 3 5
6:30 2 1 18:30 4
6:45 3 6 3 6 12 18:45 2 12 12 24
7:00 3 3 19:00 1 4
7:15 3 2 19:15 3 0
7:30 7 8 19:30 3 4
7:45 3 16 3 16 32 19:45 8 9 17
8:00 8 10 20:00 2
8:15 5 12 20:15 3 2
8:30 4 8 20:30 4 1
8:45 5 22 7 37 59 20:45 2 11 2 6 17
9:00 5 3 21:00
9:15 4 6 21:15 5 0
9:30 8 7 21:30 3 0
9:45 6 23 4 20 43 21:45 10 0 11
10:00 3 3 22:00 2
10:15 4 4 22:15 2 0
10:30 4 6 22:30
10:45 14 25 3 16 41 22:45 6 3 9
11:00 6 9 23:00 1
11:15 4 7 23:15 0 0
11:30 4 4 23:30 1 0

1.l:45 10 24 7 27 51 23:45 3 5 0 6
Total Vol. 120 128 248 148 106 254
Daily Totals
NB SB Combined
268 234 502
AM PM
sent% 48.4% 51.6% 49.4% 58.3% 41.7% 50.6%
Peak Hour 10:15 8:00 8:00 14:00 12:15 14:00
Volume 28 37 59 27 16 42
P.H.F. 0.50 0.77 0.82 0.63 O.BO 0.81
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Wednesdax,Aenl 17. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT18 Palo Dr between Via De Anza and Via Piedra Blanca PREPARED BY: AimTD LLC. tel: 714 2sl 1aee AM Period NB SB PM Period NB SB
0:00 0 0 12:00 0 6
0:15 0 0 12:15 12 3
0:30 0 0 12:30 6 4
0:45 0 0 0 0 12:45 5 23 5 18 41
1:00 0 0 13:00 4 8
1:15 0 0 13:15 4 8
1:30 0 0 13:30 9 3
1:45 0 0 0 0 13:45 4 21 5 24 45
2:00 0 0 14:00 4
2:15 0 0 14:15 10
2:30 0 0 14:30 5 4
2:45 0 0 14:45 9 28 5 11 39
3:00 0 0 15:00 7 10
3:15 0 0 15:15 8 3
3:30 0 0 15:30 7 3
3:45 0 0 0 0 15:45 7 29 4 20 49
4:00 0 0 16:00 5 3
4:15 0 0 16:15 5 6
4:30 0 0 16:30 8 8
4:45 0 0 2 2 2 16:45 7 25 5 22 47
5:00 0 17:00 4 6
5:15 0 17:15 12 4
5:30 0 17:30 5 4
5:45 0 0 0 3 3 17:45 5 26 3 17 43
6:00 0 18:00 8 2
6:15 2 18:15 4 3
6:30 0 2 18:30 4
6:45 0 2 2 6 8 18:45 5 21 5 11 32
7:00 1 2 19:00 3 2
7:15 0 8 19:15 3 1
7:30 5 3 19:30 7 3
7:45 7 13 2 15 28 19:45 4 17 4 10 27
8:00 6 3 20:00 4 1
8:15 5 7 20:15 5 1
8:30 2 9 20:30 4 2
8:45 3 16 10 29 45 20:45 5 18 5 23
9:00 4 3 21:00 5 0
9:15 4 8 21:15 4 2
9:30 1 5 21:30 3
9:45 2 11 4 20 31 21:45 3 15 2 5 20
10:00 5 4 22:00 3
10:15 4 1 22:15
10:30 3 5 22:30 0
10:45 7 19 4 14 33 22:45 0 5 0 2 7
11:00 6 3 23:00 0 0
11:15 2 4 23:15 0 0
11:30 3 2 23:30 1 0
11:45 10 21 4 13 34 23:45 2 1 3
Total Vol. 83 102 185 230 146 376
Daily Totals
NB SB Combined
313 248 561
AM PM
sent% 44.9% 55.1% 33.0% 61.2% 38.8% 67.0%
Peak Hour 11:45 8:30 8:00 14:15 12:30 16:30
Volume 28 30 45 31 25 54
P.H.F. 0.58 0.75 0.87 0.83 0.78 0.84
PREPARED BY: Al!I!TD LLC tel 7j4 253 7888 ~®almtd.com
Thursda~. Aenl18. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT18 Palo Dr between Via De Anza and Via Piedra Blanca PREPARED BY: AimTD LLC. tel: 114 2s3 1aea AM Period NB SB PM Period NB SB
0:00 0 0 12:00 9 5
0:15 0 0 12:15 3 3
0:30 0 0 12:30 6 6
0:45 2 12:45 5 23 4 18 41
1:00 0 13:00 4 2
1:15 0 13:15 5
1:30 0 0 13:30 5 1
1:45 0 l 0 1 2 13:45 6 20 3 7 27
2:00 0 14:00 7 2
2:15 0 0 14:15 5 3
2:30 0 0 14:30 2
2:45 0 0 0 14:45 8 22 7 29
3:00 0 0 15:00 10 7
3:15 0 0 15:15 12 3
3:30 2 0 15:30 7 3
3:45 0 2 0 0 2 15:45 7 36 5 18 54
4:00 0 16:00 5 4
4:15 0 0 16:15 8 3
4:30 0 0 16:30 9 5
4:45 0 0 0 1 1 16:45 5 27 3 15 42
5:00 0 1 17:00 9
5:15 0 2 17:15 5 5
5:30 0 0 17:30 4 3
5:45 0 0 0 3 3 17:'15 5 23 0 9 32
6:00 2 2 18:00 2 4
6:15 0 18:15 6 6
6:30 0 2 18:30 7 6
6:45 0 2 4 9 11 18:45 7 22 7 23 45
7:00 3 19:00 5 4
7:15 0 6 19:15 2 0
7:30 6 2 19:30 3 4
7:45 7 14 3 14 28 19:45 4 14 2 10 24
8:00 7 7 20:00 6 3
8:15 6 5 20:15 4 2
8:30 4 4 20:30 5
8:45 3 20 6 22 42 20:45 5 20 7 27
9:00 5 4 21:00
9:15 4 6 21:15 0
9:30 3 3 21:30 1
9:45 4 16 4 17 33 21:45 2 5 3 8
10:00 3 3 22:00 0
10:15 7 7 22:15 0 0
10:30 3 2 22:30 0 0
10:45 14 2 14 28 22:45 2 0 0 2
11:00 3 4 23:00
11:15 3 4 23:15 0
11:30 4 5 23:30 0 0
11:45 11 7 20 31 23:45 0 2 0 1 3
Total Vol. 81 103 184 216 118 334
Daily Totals
NB SB Combined
297 221 518
AM PM
sent% 44.0% 56.0% 35.5% 64.7% 35.3% 64.5%
Peak Hour 7:30 8:00 7:30 14:45 18:00 15:00
Volume 26 22 43 37 23 54
P.H.F. 0.93 0.79 0.77 0.88 0.82 0.79
PREPARED BY: Aimm LLC. tel: 714 253 7888 [email protected]
Saturda~. Aeril 20. 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT18 Palo Dr between Via De Anza and Via Piedra Blanca PREPARED BY: AimTD LLC. tel: 1u 2s3 1eea AM Period NB SB PM Period NB SB
0:00 0 0 12:00 3 3
0:15 0 1 12:15 2 4
0:30 1 0 12:30 1 0
0:45 0 1 0 1 2 12:45 5 11 8 19
1:00 0 0 13:00 6 4
1:15 0 0 13:15 5 6
1:30 0 0 13:30 4 5
1:45 0 0 0 0 13:45 3 18 3 18 36
2:00 0 1 14:00 7 2
2:15 0 0 14:15 2 3
2:30 0 0 14:30 5 1
2:45 0 0 0 1 14:45 3 17 0 6 23
3:00 0 0 15:00 3 2
3:15 0 15:15 4 6
3:30 0 0 15:30 14 4
3:45 0 0 0 1 15:'IS 4 25 2 14 39
4:00 0 0 16:00 4
4:15 0 0 16:15 6 4
4:30 0 0 16:30 4 2
4:45 0 0 0 0 16:45 3 17 4 11 28
5:00 0 2 17:00 7 6
5:15 0 0 17:15 4 2
5:30 0 17:30 3 4
5:45 0 0 4 4 17:45 4 18 3 15 33
6:00 18:00 3 3
6:15 0 1 18:15 2 1
6:30 0 0 18:30 2 4
6:45 3 4 3 5 9 18:45 4 11 3 11 22
7:00 0 19:00 2 0
7:15 2 19:15 0
7:30 1 2 19:30 2 3
7:45 3 5 6 11 19:'15 2 6 1 5 11
8:00 0 20:00 0 0
8:15 3 3 20:15 3
8:30 2 3 20:30 6 2
8:45 7 4 10 17 20:45 12 4 16
9:00 6 21:00 3 2
9:15 4 2 21:15 5 3
9:30 3 4 21:30
9:45 8 16 7 19 35 21:45 10 7 17
10:00 1 3 22:00 4 2
10:15 7 4 22:15 2 2
10:30 4 7 22:30 0
10:<15 4 16 4 18 34 22:45 2 8 0 s 13
11:00 6 5 23:00 2 1
11:15 5 3 23:15 2 0
11:30 6 4 23:30 1 0
11:45 3 20 2 14 34 23:45 0 5 0 1 6
Total Vol. 70 78 148 158 105 263
Daily Totals
NB SB Combined
228 183 411
AM PM
sent% 47.3% 52.7% 36.0% 60.1% 39.9% 64.0%
Peak Hour 10:15 9:45 9:45 15:30 13:00 15:00
Volume 21 21 41 28 18 39
P.H.F. 0.75 0.75 0.68 0.46 0.75 0.54
PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected]
Thursda:t, Ma:t 16, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT1 Golden Lantern north of Via De Anza. Prepared by AimTD LLC tel. 11, zn 1aea AM Period NB SB PM Period NB SB
0:00 21 35 12:00 288 300
0:15 19 38 12:15 251 283
0:30 11 21 12:30 319 306
0:45 8 59 19 113 1n 12.:4S 335 1193 318 1207 2400
1:00 11 17 13:00 343 320
1:15 11 12 13:15 305 303
1:30 6 8 13:30 339 314
1:45 2 30 9 46 76 13:4S 272 1259 291 1228 2487
2:00 7 6 14:00 296 327
2:15 4 12 14:15 329 371
2:30 6 5 14:30 376 369
2:45 4 21 5 28 49 14:45 339 1340 367 1434 2774
3:00 9 4 15:00 380 389
3:15 9 8 15:15 400 467
3:30 9 8 15:30 460 565
3:45 12 39 11 31 70 15:45 387 1627 510 1931 3558
4:00 20 10 16:00 328 471
4:15 17 6 16:15 336 500
4:30 44 4 16:30 332 488
4:45 39 120 12 32 152 16:45 349 134.5 4TT 1936 3281
5:00 49 11 17:00 326 461
5:15 67 12 17:15 333 520
5:30 98 27 17:30 338 451
5:45 116 330 39 89 4'19 17:45 351 1348 453 1885 3233
6:00 120 46 18:00 279 408
6:15 154 70 18:15 237 451
6:30 218 70 18:30 273 362
6:'15 250 742 128 314 1056 18:45 276 1065 393 1614 2679 7:00 277 156 19:00 227 351
7:15 422 287 19:15 188 277
7:30 491 330 19:30 164 267
7:45 522 1712 281 1054 2766 19:45 150 729 250 1145 1874 8:00 539 324 20:00 155 272
8:15 595 336 20:15 168 258
8:30 553 314 20:30 158 232
8:45 383 2070 307 1281 3351 20:45 137 618 223 985 1603
9:00 346 214 21:00 129 186
9:15 323 205 21:15 116 201
9:30 323 208 21:30 90 166
9:45 312 1304 204 831 2135 21:45 89 424 168 721 1145
10:00 306 223 22:00 69 134
10:15 284 219 22:15 71 122
10:30 255 261 22:30 46 112
10:45 286 1131 266 969 2100 22:45 47 233 85 453 686
11:00 279 219 23:00 46 95
11:15 302 272 23:15 47 74
11:30 281 272 23:30 34 52
ll:45 276 1138 326 1089 2227 23:45 25 152 53 274 426
Total Vol. 8696 5877 14573 11333 14813 26146
Daily Totals
NB SB Combined
20029 20690 40719
AM PM
SJ;?lit% 59.7% 40.3% 35.8% 43.3% 56.7% 64.2%
Peak Hour 7:45 8:00 7:45 15:00 15:30 15:15
Volume 2209 1281 3464 1627 2046 3588
P.H.F. 0.93 0.95 0.93 0.88 0.91 0.88
cs@aimtd com Tell. 714 253 7888
Thursda~. Ma r 16, 2024 CITY: Laguna Niguel PROJECT: SC4508 ADT2 Golden Lantern south of Via De Anza. Prepared by AimTD LLC tel. 714 153 7818 AM Period NB SB PM Period NB SB
0:00 22 33 12:00 289 299
0:15 19 38 12:15 250 275
0:30 11 21 12:30 320 301
0:45 8 60 19 111 171 12:45 336 1195 314 1189 2384
1:00 11 17 13:00 345 313
1:15 11 12 13:15 304 295
1:30 5 8 13:30 337 307
1:45 2 29 8 45 74 13:45 265 1251 296 1211 2462
2:00 6 6 14:00 295 314
2:15 4 12 14:15 327 369
2:30 6 5 14:30 371 364
2:45 4 20 5 28 48 14:45 340 1333 359 1406 2739
3:00 9 4 15:00 387 386
3:15 9 8 15:15 389 457
3:30 9 7 15:30 459 549
3:45 12 39 11 30 69 15:45 386 1621 499 1891 3512
4:00 20 10 16:00 329 457
4:15 17 6 16:15 331 487
4:30 43 4 16:30 332 479
4:45 38 118 11 31 149 16:45 344 1336 472 1895 3231
5:00 47 11 17:00 319 444
5:15 66 12 17:15 338 514
5:30 97 30 17:30 339 446
5:45 116 326 39 92 418 17:45 351 1347 453 1857 3204
6:00 117 45 18:00 278 399
6:15 151 69 18:15 237 449
6:30 209 70 18:30 273 357
6:45 244 721 128 312 1033 18:45 280 1068 386 1591 2659
7:00 274 157 19:00 226 344
7:15 411 289 19:15 186 273
7:30 486 337 19:30 164 263
7:45 511 1682 285 1068 2750 19:45 144 720 248 1128 1848 8:00 533 328 20:00 160 265
8:15 591 328 20:15 171 242
8:30 546 300 20:30 152 222
8:45 379 2049 300 1256 3305 20:45 138 621 21 3 942 1563 9:00 340 213 21:00 131 180
9:15 318 201 21:15 117 195
9:30 323 201 21:30 90 160
9:45 306 1287 197 812 2099 21:45 90 428 166 701 1129
10:00 305 223 22:00 70 131
10:15 280 218 22: 15 71 122
10:30 256 258 22:30 45 108
10:45 285 1126 271 970 2096 22:45 47 233 84 445 678
11:00 274 215 23:00 46 93
11:15 303 272 23:15 47 73
11:30 275 266 23:30 34 51
11:45 274 1126 320 1073 2199 23:45 26 153 53 270 423
Total Vol. 8583 5828 14411 11306 14526 25832
Daily Totals
NB SB Combined
19889 20354 40243
AM PM
sent% 59.6% 40.4% 35.8% 43.8% 56.2% 64.2%
Peak Hour 7:45 7:30 7:45 15:00 15:30 15:15
Volume 2181 1278 3422 1621 1992 3525
P.H.F. 0.92 0.95 0.93 0.88 0.91 0.87
cs@aimtd com Tell. 714 253 7888
Appendix F
Cut-Through Count Sheets
Location A- Wheathewood before Via Portola
4/18/2024

TIME NB TIME NB
7:00 None 7:50 T593
T483
K025
M312
4740 3X80
7:05 N497 7:55 U630
2682
7:10 5693 8:00 B410
2227 T342
T624 T624
P389 K922
7:15 S324 8:05 WESQ
P099
Y828
W467
G981 C328
7:20 2168 8:10 D608
E270 U734
T486
7:25 22L3 8:15 None
20U3
7:30 K885 8:20 4337
M298 F543
Z716 V471
2630
7:35 Y649 8:25 P910
T813 F807
HOS2 J162 2428
G325 J328
7:40 Y852 8:30 D089
B701 P099
R205 57X3
D668
7:45 G2X2 8:35 6430
]580 U483
11Kl 5062 X081
H678 V229 K637
Prepared by AimTD LLC
cst'iva 11ntd com Office· 714 253 7888

TIME NB TIME SB TIME SB TIME SB
8:40 R645 7:00 None 7:50 K922 8:30 H678
F321 H753 B192
L331 K025
L975 X980
OTA9
8:45 P854 7:05 None 7:55 R146 8:35 C039
A313
J782
8:50 A2CS 7:10 0213 8:00 U340 8:40 J109
P705
P099
8:55 P319 7:15 None 8:05 7163 8:45 F321
92W1
M937
7:20 None 8:10 P099 8:50 24X3
E356
N696
7:25 22L3 8:55 J218
8:15 WRJS M831
C481 J979
R645
7:30 S342 8:20 None
7:35 J784 8:25 M641
461
41Rl
C543
7:40 None
7:45 Z682
PGQ
Locatior A - Wheathewood before Via Portola
4/18/2024

TIME NB TIME NB
16:00 x663 16:45 RTN2
MGAL X78
16:05 16:50 MAIL
K637
16:10 M920 16:55 B259
G557 (722
883
1193
16:15 D608 17:00 Y593
8924 E512
T206
16:20 85K3
K920
16:25 17:05 8W66
J561
16:30 D705 17:10 2682
L975
U330
16:35 K962 17:15 R605
P975 J580
D822
16:40 76R3 17:20 2274
P099
F327
Y380
Prepared by AimTD LLC
cs@aimtd com Office· 714 253 7888

TIME NB TIME SB TIME SB TIME SB
17:25 None 16:00 P471 16:45 5113 17:25 E739
P975
H672
17:30 P891 16:05 V471 16:50 150N 17:30 J898
J762 4JEI
17:35 F214 16:10 16:55 Y593 17:35 R682
U349 (673 P099
3871 H181
F850 X665
17:40 40A3 16:15 66W3 17:00 17:40 W734
J829 P273
61E 3
T206
16:20 34HD 17:05 8701 17:45 J180
2QT B356 8547
43G3
17:45 S898 16:25 2682
W234 4616
05X1 J378
17:50 H956 16:30 H710 17:10 17:50 R605
47N3 03L2 9839
K940 M920
L921
17:55 G374 16:35 76R3 17:15 X292 17:55 R645
H422 N713 9989
16:40 M920 17:20 U851 18:00 B701
R468
R605
Location B - Via De Anza before Golden Lantern Prepared by Aim TD LLC 4/18/2024 csl@almtd com Office· 714 253 7888

TIME EB TIME EB TIME EB TIME WB TIME WB TIME WB
7:00 2274 7:S0 M646 8:40 C670 7:00 32H3 7:50 W119 8:30 Yl68 X821 E854 V809 1103 X789 1990 AOOG
L287 M408 7826
5541
3553
7:05 V157 7:55 11K1 8:45 U169 7:05 7:55 79S0 8:35 J904
V470 31T2 N239 A039 R605
82DO 8171 J381 KSEA
A313 0819 R408
7:10 Wl91 8:00 N213 6330 7:10 B846 8:00 F341 8:40 NS43
E939 DINO X396 39B3 PlOO 8200 B684
J692 03P2 1219 57WO A284
8F78 H964 K277 91B3
71F3
7:15 2495 8:05 X829 8:50 Kl94 7:15 3663 8:05 l934 8:45 P099 OSXl M524 L352 LOSS 84A1 Sllil 94U3 63X3
U962 10X3 T607 T676 E009 7054
94U3 83R2 W119 LOSS
C770 J325 N078 1219
79S0 R623 5188
7:20 72K3 8:10 E009 2SEA 7:20 8:50 2822
J904 H671 G198
A773 P186 8:55 V092 ERKN
E459 U587 V146 X844
S541 7:25 8:10 4611 BBKJ
7:25 E089 8:15 26Vl 38TK U422
A418 3592 L331 M937 7367
T486 WKS4 K218 44Yl
V701 FOOS 8:55 Ll72
LOSS 06A3 (48El
7:30 T339 8:20 X081 7:30 C727 8:1S BBKJ 42C2
P626 Y168 9822 44Y1 V773 X829
N448 P665 A478 S607 R323 85T2 98F2
Fl19 VU7 20Y3 4N31 C624 V240 93R1
A735 H964 FS42 Y784 L352 V809
V451 R961 R323 0587 YBBY
J381 M298 2050
7:35 J974 8:25 V481 7:35 1974 8:20 34R2
K839 Y852 A860 Y852 Y481 M927
1120 B149 VlOO KOOG K218 Y447
L024 6903 88T3
KSEA
2005
7:40 Y747 8:30 H778 7:40 Y759 8:25 H391
32H3 H814 6763 Y168 M998 46Ll
K719 P099 A006 2682 558
Y996 H604 7826 33X2 M823
8330 R118
7:45 83FO 3874 7:45 G727
H899 VESQ )381 57A2
A458 12H3 8:35 J381
5391 H044 60N2
L752 M917 J928
34CO F840 1425
locatior B - Via De Anza before Golden lantern Prepared by Aim TD LLC 4/18/2024 cs(Q)aimtd com Offi ce· 714 2S3 7888

TIME EB TIME EB TIME EB TIME WB TIME WB TIME WB
16:00 H128 16:45 L680 17:25 3530 16:00 3466 16:40 Y625 17:10 R961 C770 J259 HODY E71S FOOS 2218 K052
A030 H474 Y2S6 R128 76R3 T684
8306 D4S6 1539 H87S TN2Y L344
1103 2822 K194 S539 J381
E643 16:50 M823 H604 16:05 7619 16:45 38PO 2005
93Rl E203 17:30 60V2 A146 X260 X396
J381 TRYD F866 D675 C624
16:05 33X2 J718 G406 E896
)509 17:15 N838
ZZYQ 16:55 J381 17:35 8M25 16:10 18N1 16:50 Fl35 W786
F866 9810 V117 P891 T501 H128 J404
44M3 8M25 8M25 K526 X772
16:10 None P891 J381 H814 17:20 V453
W441 V897 UlOS
16:15 (760 17:00 M8S0 X663 16:15 53D2 5466 17:25 F911
D559 M646 07H3 M240 N121 77F3 P626
G727 44Yl US87 R063 U742 W236
16:20 9183 17:40 G283 G303 N200 0419
8225 N884 E854 W119 U422 TOlO
H327 16:20 A2CT 16:55 ( 673 17:30 8225
FOOS 17:05 17:45 H633 V385 H327 T510 K534 64G3 4102
16:25 Y447 2630 G727 2682 13R3 G763 42(2
l921 E009 H897 17:00 E169 M634
V910 H710 W559 M382
16:30 Y043 17:10 8653 G878 16:25 H671 Hl70 17:35 2682
l784 JS61 17:50 822S L680 E512 8510 98T2
J958 A006 S730 X189 P099 23V1
ESR4 S898 C785 J109
16:35 S607 17:15 N838 17:55 None 16:30 K178 S179 17:40 69R1 H884 5267 H604 X682
E088 34CO 8200 E203
V592 P665 H753 17:45 27N2
16:40 X396 17:20 S188 16:35 M641 ERKN 12H3
P527 X772 D114 17:05 V117 F606
A289 K665 T457 U086 5W12
40A3 Y447 1509 P415
B734 F935 A735
0582 X808 17:50 5445
8F78 S730 1<940
A473 E813 S607
Y389 2495 8530
2478 H282 17:55 K773
BBKJ 8701
X992 Ul01
H983 D529
L784
location C • la Plata before Crown Valley
4/18/2024

TIME NB TIM E NB
7:00 7:50
N200 X574 V229
P651 T483 Ll73
7057 W497 M73
3SA3 M312 J259
Jl75 H678 52ll
S618 450 52JO
7:05 7:55 R174
AS08 X503 GS12 146&
Gl70 1713 W929 T593
U20S 43U T435 X?89
8320 P981 S171 F13S
34R2 NI53
1!589 U742
7:10 8:00
T94S 48P3 U&03
N39l N5888 17(0 8M45
2682 2227 L207 F606
1624 F588 Nl.39 F341
A330 9999 &9Vl X398
'STOY" VS92
K277 E577
7:1S 8:05
S342 7555 P389 R3l2
R670 S256 XB44 H740
C460 G290 RVS4 7054
L934 ASU
V773 W467
0547 Y828
1728 028
7:20 E270 8:10
UlOS H694 8373 K846
6796 S798 Rl88 H808
E2l7 A424 PS27 H496
Yl68 5043 N687 0608
(460 B936 F321
G290 H496 G981
7:25 8:15
0984 F433 )734 T339
8337 f202 X910 1J06
X967 S607 P657 5466
0868 A686
40A3 V240
Mll4
7:30 8:20
X624 \1545
31N2 B895
L086 G704
5882 KS85
9852 "Girl"
nss
7:35 A498 8:25
Y649 J374 V337 FS43
2950 R408 T449 K684
1767 21Ml X61S f1_44
WS68 Jl62
7:40 5325 8:30
HOSZ 9444 1050
A289 ~006 G9ll
X404 1876 Gl98
R20S 8701 X590
0668 "OCBROWN"
B337 Ul80
7:45 8:35
W119 M792 NS43 2428
W884 2013 S7X3 M541
1801 Ul94 H29S (288
SOG2 E71S 0089
B438 8902 59Gl
( 674 JSSO 12PO
Prepared by Aim TO LLC
cs!m••m1d com Office· 714 2S3 7888
TIME NB TIME SB TIME SB TIM£ SB
8:40 7:00 7.50 8.30
98Ul TSOl Y503 X674 82A3
52ll C760 R.623 FS43
V307 P939 W484
M408 U483 9203
El7& J259
UlOS
B:45 7:05 7:55 8:35
K637 L975 48P3 17CO R1l8
92V2 f788 no plato H994
1900 K940
F32l
F509
8:50 7:10 8:00 8-40
J782 ¢ ¢ 8964 G303 81(1
P616 H49& UIOO
WESQ 33R3 X404
1<'319 8309 P022
P854 X08I
X682 SSFX
8:55 7:15 8.05 8·4S
S660 L345 G062 P186 L899 A705
P319 40C2 A248 A148 2937
98TZ R670
R184 C334"
5898
7:20 810 6 50
YOlS G170 C48l X78I A09& J374
H496 019 H295 3572 U742 R854
1321
7:25 8:15 s·ss
G68! 52Ll 1<534 Y389 )979
081>3 V291 Y190 U086
UlOS Y700
V981 G945
R815
24H3
7:30 8:20
31N2 028
S342
7:35
J767 UlOS
7:40 8:25
8337 F765
36TI
OOFS
7:45
61C3 Ul94
S2U (163
R205
¥168
locatior C - la Plata before Crown Valley
4/18/2024

TIME NB TIME NB
16:00 16:45
RS63 H117 66l2 10X3
MGAL E176 2057
M927 44Jl 0453
BBKJ
16:05 16:50
34CO A203 WS60
2219 K637
16:10 16:55
0114 K075 B259 )109
l287 270S C722 8921
7184 E278
H604 C163
16:15 17:00
G557 0913 RB69
X624 K326 17K1
V897
16:20 R310
K191 "STOY"
C379
16:25 17:05
M568 l193 2762
2829 5466 85K3 V035
D608 7803 9999 W119
16:30 17:10 L624
M704 132.5 R885 T014
P870 P705 K553 2682
L975 Y168
16:35 17:15
C894 A352 U582
Y018 1<962 L677
T435 )966 H967
P975
16:40 17:20 U020
M510 C460 E155 J580
L078 E917 K922
F955 8533
Y380
Prepared by AimTD LLC
cs(<i)aimtd com Office· 714 253 7888

TIME NB TIME SB TIME SB TIME SB
17:25 16:00 16:45 17:25 C288
CJ21 SPEC L719 V291 OOV3 9514 C250 l406
usss Y862 XOOl K5S3 Z335 R708 R898 BLAU
)744 21Ml U180
l331 P657 W740
17:30 16:05 16:50 8337 17:30
Nl79 E176 H967 W603 F765 2478 n/p J169
X634 "DABl50N" "BK5EA" R708 D913 U899
P388 2CYN 2101
D879 K920 SL67
17:35 16:10 16:55 17:35
18Nl W281 A916 7799 5888 W281 2825 J217
J218 U289 W927 D559 H181 GTRU R961 U349
R854 J966
K665 J325
17:40 16:15 17:00 M408 17:40 F850
XS90 5787 K359 E346 L193 F971 C448 38Z1
6103 W118 nip H604 X910 F588 96F3
YMAC V226
16:20 17:05 U735 17:45
P188 N844 65U1 W752 L899
S827 A352 W484 F217 T795
Ml90 D711 0950 M854
17:45 16:25
E469 5466 C460 6530
n/p U021
nip
17:50 16:30 17:10 17:50
0272 4793 W740 61E3 8399 YT65
H956 H671 l624 F947 G911 C899 33R3 C672
C894 N713 10X3 X.524
17:55 16:35 17:15 17:55
T265 0922 6W76 X292 8982 W268
H422 0453 Rl46 L344 C282
6374 6421 0656 6430
H983 W588 H478 K920
L321 16:40 17:20 V639
M927 F122 0413 H479 F588

1.936 C319 l402 N919 N179
67Y2 R279 "CAPLE B"
E577 U951 E495
Appendix G
Intersection Turning Movement Count Sheets
DATE:

Thu, May 16, 24
LANES:
1:UUAM
/ :15 AM
7:30 AM
t:~) AM ,-~
- - - aTSAM ---- ~
,-..8:30AM
:[ 8 :45 AM
< VOLUMES
APPROACH%
APr ,~~PAKI
1occ,m ec"" HR

VOLUMES
APPROACH%

PEAK HR FACTOR
AP
q:uu PM
4:15- PM"'""
4:30 PM ~ 4:45--,;w-
>:UU PIS
~:l!: ~r;,
H :jUPM :E :45 PM
"- VOLUMES
APPROACH%

APP/DEPART
01:1.l.Ll't '1:MK HK

VOLUMES
APPROACH%

PEAK HR FACTOR

APP/DEPART
INTERSECTION 1\JRNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] LOCATION:

NORTH & SOUTH :

EAST & WEST:
l'IVn'. I VU11'V
Vim Ploaa Drivt

NL I NT NR
)( X )(
u I U u 0 I 0 0
a I a a 0 a 0
u 0 0
0 - -- - ou 0 0
0 0 I 0
0 0 D
0% 0% 0%
u I 39
/:1,. AM
0 0 0
0% 0% 0%

0.000
n I 25
u 0 u 0 0 0
0 0 I 0
0 0 I 0
o 0 0
u u 0
u a u
0 u 0
0 0 0
0% 0% 0%
0 I 82 q;~,. PM
0 0 0
0% 0% 0%

0.000
0 I 16
Laguna Niguel
Vista Plaza Dnve
La Plata Dnve
SOUIH~UUNU
V-~Plml>tivc

SL ST I SR
0 X 0
u u I lU
0 0 13
0 0 I 11
0 0 11
I o 22 • □ -· - o·- 10 -
0 0 IO
I 0 11
2 0 105
2% 0% 98%
107 I 0
1 0 58
2% 0% 98%

0.641
59 I 0
0 u H
0 0 6 - 0 0 8
0 0 y
I 0 s 0 0 14
a a 6
I 0 12
2 0 68
3% 0% 97%
70 I 0
1 0 34
3% 0% 97%

0.625

3.5 I 0
PROJECT#:

LOCATION#:

CONTROL:
tA,ofBOUND
UI P1"3Drivc
El ET I ER WL
0 I I X X
j I u u 4 7 0 0
6 5 0 a 4 7 0 0
II 4 --u- 0 4 -' - 2- ,__ o 0
4 5 0 0
5 3 I ir- 0
39 40 0 0
49% 51% 0% 0%
79 I 12 113
25 23 o 0
52% 48% 0% 0%

0.800
48 I 24 f;(;
lF-H U u 10- 6 - o ~
8 □ 0
9 17 0 0
JS 11 0 0
5 7 0 . 0
B II 0 0
b i 0 0
77 72 0 0
52% 48% 0% 0%
149 I 74 90
43 46 0 o 48% 52% 0% 0%

0.856
89 I 47 17
Vista Plaza Drive I _______ ...,~- NORTH LEG--+ ._ _ ______ _ i i
5(4508
1 STOP 5
VVt,.I
Li1 Plata Dm1c
I WT
I ' •I I
12 71
14 19 I
WR
0 u
0 a
a
0 12--0
17 0
H ' D
113 0
100% 0%
I 218
66 0
100% 0%

0.786
I P4
i ll 0 J3 -, 0
I 5 2
11\ 0
B I
7 2
u 0
u I il 85 5
94% 6%
I ""
44 3
94% 6%

0.734
I 78
La Plata Drive WEST LEG EAST LEG La Plata Drive
l 1-- SOUTH LEG--+ I Vista Plaza Drive
!

U-TURNS

TOTAL NB SB I EB WB TTL
0 0 0 0
l2 u 0 0 0 0
36 0 0 0 0 0
43 0 0 u u 0
3 0 0 0 a a s 0 ·a 0 0 0
·-34 - n u- -r - o- - o- -4~ 0 0 0 0 0
3-4 B 0 u u 0
299 □ 0 u I u u
a
173 I il ii il ii i

0.759
0 ,,. 1f 0 0 0 0
-3, - o 0 -r -r 0
_ _i!_ 0 0 D 0 0
51 o 0 u u 0
4 1 0 0 u 0 u
36 l) 0 0 0
43 11 a 0 0
37 0 0 0 0 0
309 0 0 0 l 0 0
0 171 I ~ ~ a n I

0.838
0 lU AimTD LLC

RNING MOVEMENT COUNTS
Laguna Niguel
SC4508

ALL HOURS
¢Q
AM
PM
TOTAL I a I -
Vis
r°S r ~ I 1 ~ ~~~~=:Jza Drive TOTAL
PM
~ AM
d)
q

PEAK HOUR
AM 7:15AM
PM 4:45 PM.

Vista Pl
LJ
LJ
Ilall;,
Thu, May 16, 24
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] LOCATION:

NORTH & SOUTH:

EAST & WEST:

IVUJ<lnDUUNU
LaPlataO,,.,,,._
Laguna Niguel PROJECT #:

La Plata Drive LOCATION #:
v,a Panola CONTROL:
lJIPlal.t Dll'<'ll:
5(4508
2 STOP W
\'VC:,IDUUNU
Vi• ~ ·

U-TURNS
TTL LANfS: ~L ! N.r I NOR SOL I sr s:- ~ ":I I e: ~L ~ ~ R TOTAL ~B ~B is ~ B t:UU I\M U I 1 ..I U U U U U I U I O U ,--,;__ :=:;:o =::::::;u:;::::;1::::;;o= :;::::;u=;::::;:: o :::; ·--7:B·""'Af "'Mi----l-~Or---lJ--,ti---f-...;4,--f--.O,---+--,-l-+--i:-ll-l----,..O--""O-il---,......O-l--,;-5-l---ur-----.r U - 12 U U I U I U 0 7:30 AM O i U j J J O O O I O 13 u o ll o O I O I u 0
,:~~ "''' o u 4 1 J o o o ~ o b o u 14 o o I o I u o s:oo AM o 1 s 3 o u o oo 7r o 1 2 -~ o o rr o o --8:15 AM - - If 7 ---"" r - 2 - 0 - l)- 71- 0 -- 0- - 9- - -0 I --- --15 - 17,--·tr - □ 0 - - -(j- --8::fli AN O l l ~ 0 o O O I oc--·J--,Jj.-+-,u.---..--i.--1·~~,sl__ 2,---I O u i u u 0 ::.: 8:4sAM o o--ri,,.---+--o~-+......;1;,_.,_,--ao-+---=o---=o--'-....- u - 1---iilD,-+-...-- u --i.---1•-'=~ o u I o I u u < VOLUME.5 0 5 16 13 8 0 o O o 76 0 7 135 0 0 I o I u 0 APPROACH % 0% 16% 84% 62% 38% 0% 0% 0% 0% 92% 0% 8%
AeP/D~PAK 1 ..11 / U 21 / 84 0 / 39 83 I O 0
o=m ,_,.,, MK' 8'. UU AM
VOLUMES O 2 12 9 0
0%
0 0 0 51 0 7 82
APPROACH% 0% 14% 86% 90% 10% 0% 0% 0% 88% 0% 12%
PEAK HR FACTOR 0.583 0.625 0.000 0.690 0.683
AenDeeAM 14 / 9 10 / 52 0 / 21 SB I 0 D
~:JO SM U I J 'I J u u U u J O l I u O ~~ ::.: ~:45 eM --.o.--+-...,J.--+--,,...-+----,1--+-a-1-t-1.,.....u--1--,,0--,......u-+, -..- u - i--,......~--+--,..-u·---.u,---t-- -.18 c,, 1vvLUME5 0 1!l J'I 7 9 0 0 0 U 7J O b M'\
APPROACH% 0% 31% 69% 44% 56% 0% 0% 0% 0% 92% 0% 8%
IAPPIDEPA1< 49 / 11 16 / 82 0 I 41 79 I O 0
10~""' ~=~ HK 4:~~ YM
VOLUMES O 9 20 3 4 0 0 0 0 37 0 3 76
APPROACH% 0% 31% 69% 43% 57% 0% 0% 0% 0% 93% 0% 8%
PEAK HR FACTOR 0.906 0.583 0.000 0.675 0,792
APP/DEPART Z9 I 12 7 I 41 0 / 2j 40 / 0 D
Via Portola WEST LEG
i
La Plata Drive I NORTH LEG--+.__,-------
1 --- SOUTH LEG--+ I La Plata Drive

EAST LEG
i Via Portola
0 0
0 0
0 0
0 0
0 0 u
0 U 0
U O U
0 0 0
0 0 0
0 0 0
u o I u
0 0
0 0
u
0 0
0 D
u
1U AimTD LLC

RNING MOVEMENT COUNTS
D
Laguna Niguel
SC4508

ALL HOURS
AM
PM
TOTAL ~~:1~l==~~;tjc

PEAK HOUR
AM B:00 AM
PM 4:45 PM
LJ
LJ
QAlii
Thu, May 16, 24
LANES:
,:vu 111'1
---r:is'AM
/:JOAN
1:1:,AN
- if:lfo7,;M
- - 8: lSAN --
---a":30AM
:I: D:4:, AM
"VOLUMl:5
APPROACH%
APP1uceART
DtUll'I etA~ MK

VOLUMES
APPROACH%
PEJ\K HR FACTOR

APP/DEPART
-,:uu e11
- 4:lSP~~
4:30 p~
4:1) Pl
5:00 Pl
5:.15 Pl
5:30 ""
:E 5:45 PM
"'1vuwr~i::,
APPROACH%
APP/D•~aK
IDt.<,m et.""- HR
VOWMES
APPROACH%

PEAK HR FACTOR
APPtuEPAR I
INTERSECTION TURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] LOCATION:

NORTH &SOUTH:

EAST & WEST:
1,v1< o r1tKJUl'lU
NL --- I NT 1 NR
0 1 X
I I I _u 3 I I u
~ I j u '1 I l u ll I z_ u
T I 0 9 1 2 0
D I J ' u
:,O 15 0
76% 23% 0%
&6 I 40
7:45 AM
29 7 0
81% 19% 0%

0.643
36 I Zl
~
"4 1-:- :;- :, I I I 0
14 I u I 0
b i "-1- 0 I I 0 ! 0
!, I J I D 7 I 2 I 0 :,, ll u 83% 17% 0%
69 I 29
1:15 PM
29 5 0
83% 17% 0%

0.625
j:, I 18
t
Laguna Niguel PROJECT#: SC4508
Vista De Anza LOCATION #; 3
Via Portola CONTROL: NO CONTROL
:;QUI nouvi,u CA::>IDVUIW VYC~IDUUl<U
~Cc"1"U .......... VlaPoitala
SL I ST I SR EL ET I ER VIL I WT i WR
X 1 0 0 X 0 X X X
u u l l H-+ u I 0 u 0 u I 2 u J u u
u 1 l J 0 4 0 I 0 0
0 l ~ 5 0 j 0 i 0 0
er- 2 9 l 0 7
-~ ~ i-- 0 -□ -- . ·s .. 'l ,·--o ·- I 0
0 ,. IU I 0 :, u I 0 u
u 0 J J a I 0 0 I u u
0 H 34 l5 0 u 0 0 u
0% 29% 71% 53% 0% 47% 0% 0% 0%
48 I 37 47 I 0 0 I 84
0 13 27 15 0 16 0 0 0
0% 33% 68% 48% 0% 52% 0% 0% 0%

0.714 0.861 0.000
40 I 19 31 I 0 0 I 56
0 ' , ,-~ ~ -L} - u -I u u 0 G c;- - 0--0--0--
u I J JO u 0 7 u i u 0
0 I I 3 4 u J 0 I D Ii 0 I l 4 j 0 4 0 I 0 Ii 0 1 I z J 0 4 0 I 0 0 0 1 I I 5 0 0 5 u I U 0
0 I I I 4 2 0 J u I U 0
u M 41 lJ u jJ 0 u u
0% 25% 75% 34% 0% 66% 0% 0% 0%
55 I 47 50 I u 0 I '98
0 10 23 12 0 16 0 0 0
0% 30% 70% 43% 0% 57% 0% 0% 0%

0.635 1.000 0.000
jJ I lb 26 I 0 0 I 52
Vista De Anza I NORTH LEG----+ ~,---------
t Via Portola WEST LEG EAST LEG Via Portola
i SOUTH LEG----+ I Weatherwood
I U•TIJRNS

TOTAL I NB SB EB WB TTL
0 0 0 0
:, 1 U u IJ l
!I ,.--ir- 0 u 0
ll 0 D 0 0 0
20 0 0 0 0 0
34 0 0 1-}- -~- __y - - 22 - Ci- ·•o-- 0
JI 0 0 0 u 0
II 0 0 0 I o 0
lbl I 0 0 I 0 l
0 107 I 0 0 il o I

0.787
0 t -· u -+- u 0 u
0 a · 0 o- 7r- 0 0 0 0 -- o-·
4-- 0 0 0 0 0
0 u 0 0 0
rr- 0 0 0 0 ·-o- ig- 0 V u 0 0
19 0 u u u 0
174 0 0 I 0 0 u
0 96 I a ~ ii iii

0.923
0 d)
q
AimTD LLC

TURNING MOVEMENT COUNTS
eAnza
TOTAL
~?~t--i(S_1_ =~ U i;~ i U
Laguna Niguel
SC4508

ALL HOURS
D
cs

PEAK HOUR
AM 7:45 AM
PM 4:15 PM
~ Weath
u
u
J2lli;
Thu, May 16, 24
INTERSECTION lURNING MOVEMENT COUNTS PREPARED BY: AimTD LLC. tel: 714 253 7888 [email protected] LOCATION: Laguna Niguel PROJECT#:

NORTH & SOUTH: Golden Lantern LOCATION #:

EAST & WEST: Via De Anza CONTROL:
5(4508
4 STOP E
"u"'' ;:,vu1novui,u ~ , uvu•w .,......,,.,.W'u,~..,
~~a -....... V.:, OtA.n.U V,. 0.A!ln

NL NT NR SL I ST I SR EL I ET I ER WL WT I WR
lANES: J 3 X X ) 0 0 X 0 X )( X
,:uu "''' 7L ,,. 0 u l),! ~ :, I u ) u 0 0
--Y:15 AM "":fog 0 0 """ z 13 I D ~ 0 0 0
,~u Al1 4 41U I u 0 316 l 'J I u 'J u I u 0
-a% Al'l I )IU I 0 u LIU ) IL u 'J u u 0
rn, 6 S!b 0 0 .!l b 8 1.! I u 11 71" 0 0
·sr15 AM - 7 - "Ss-r ·o -·o -- r- 3:i:i f2 171- - o· 1- - o-- 0 ··--o8:]0AM 6 540 I 0 0 ,.,,, 15 J3 I 0 I 0 D 0 :E ~AM 4 l J I ) j u 0 ,~, l U 8 I 0 .! 0 0 I u < r•vLUMl:l> :Sl .!,b98 u u z •• ,, !>II IYl 0 4b 0 u u APPROACH % 1% 99% 0% 0% 98% 2% 65% 0% 35% 0% 0% 0%
APP ,-PART 3,731 I < , M Z,335 I Z,lZ4 J30 I 0 0 I 90
[t>Cl>Jl'<Cc,u<.HR 7:45 AM
VOLUMES 20 2, 160 0 0 1,215 40 49 0 25 0 0 0
APPROACH% 1% 99% 0% 0% 97% 3% 66% 0% 34% 0% 0% 0%
PEAK HR FACTOR 0.923 0.9H 0.771 0.000 A?Pn,~~ART 21.81 I 2 209 l ,,, I l.l41 14 I 0 0 I bO 4 :00 ... :,
.s,~·+·IJ -g ➔:,,, II 4 1-0- j 0 u f u - -4:15 PM - ) 328 ll- · q1r '"23- s - rn- - 0 - 1·-u --.. ,, - 4:30 PM 7-J!7 0 0 47> I ll ) I 0 4 --0- 0 D q :4) Pf~ j J41 0 V ~~. 1 11 1 I u b u u u
5:00 PM 4 JI) u 0 't.J i u 1 1 u ) 0 u 0
5:1) PM -,- JJO I 0 u )0 1 I II I 0 ) 0 0 0
5:30 PM 'I ,~~ I D 0 4.l9 I u I u I 0 0 u
:E 5:45 PM 6 345 t 0 0 'HJ I 10 6 I ii 10 7r 0 0
D- VuLUMl:l> .!8 l,b'l) 0 0 3,702 119 48 u 50 0 0 0
APPROACH% 1% 99% 0% 0% 97% 3% 49% 0% 51% 0% 0% 0%
Al'P/..,cPAKI Z,n~, I .... 3 3,Ull I .J-, r"tL ~8 I 0 0 I 1)/ oci,lN ~Cl\!\ HR 'l:.SO PM
VOLUMES 20 1,313 0 0 1,889 57 27 0 20 0 0 0
APPROACH % 2% 98% 0% 0% 97% 3% 57% 0% 43% 0% 0% 0%
PEAK HR FACTOR 0.969 0.936 0.734 0.000
APP/DEPART l,Jl..1 I 1340 1946 I 1,909 47 I 0 0 I 77
Golden Lantern I
NORTii LEG --. ~-______ _
t ViaDeAnza WEST LEG EAST LEG Via DeAnza
i i
I u·TURNS

TOTAL I NB I SB EB I WB TTL
0 0 0 0
't'iU a u I u u 0 715- 0 I D 0 0

8.!4 u -~ ' 0 u 0
-i~-- u u u u u I 0 u -i 1 ·-942- 0 · 11- - o· 0
874 0 0 0 0 o- 791" 0 0 u 0 0
b, 19b 1 I 0 u l 0 L
a
3,510 I l ~ ij o I

0.932
0 cu, - "'--I u 0 0 0 ~s-19- o- 0 - - 0 0 (j •
81"9 0 I 0 0 0 0-
-m- 0 ! u u u 0 ,..,., 0 I u 0 u 0
000 a I 0 li 0 ·o-
--Wr u I 0 0 u 0 0 I 0 0 0 ·-o l>,l>Ul 0 I 0 0 0 0
u
3,326 I 0 0 li o I

0.960
D
97 ¢J
0~0
r-- "'
~ ~ C :. :.
< Q. ~
AimTD LLC

TURNING MOVEMENT COUNTS
D~ ~
Laguna Niguel
SC4508

ALL HOURS
LJ
<=u O O 8
D
AM
PM
TOTAL
Golden
Golden Lantern
O i TOTAL
-~~ I :~

PEAK HOUR
AM 7:45AM
PM
D LJ
Appendix H
OC Standard Plan 1117 - Intersection Sight Distance
S OR S(S) • 1
~~---SEE NOTE 11---t_------.--+-- S 0"' S
C
x LIMITED USE AREA
- - R/W

CURB FACE
LINE OF SIGHT (TYP.)
R/W~

LEFT AND RIGHT TURN OUT

AND CROSS TRAFFIC

SIGHT DISTANCE
A 10'
y'
MAJOR

PRIMARY

SECONDARY

LIMITED USE AREA

CURB FACE

RAISED MEDIAN

LEFT TURN IN

SIGHT DISTANCE

SIDEWALK EDGE

COMMUTER

COLLECTOR
LOCAL

COUNTY OF ORANGE, OC PUBLIC WORKS DEP ,
Revision: August 2018

INTERSECTION SIGHT DISTANCE
I
I
t_
DISTANCE (FT.)
s Scs) y' X
660 580 37 37
610 500 25 25
550 430 18 18
500 360 0 0
390 250 0 0
280 150 0 0
LINE OF SIGHT (TYP.)
x·
13 13
6 0
0 0
=-- ~t
STD. PLAN
1117
SHT. 1 OF 3
NOTES:

1. THE DISTANCE S REPRESENTS THE INTERSECTION SIGHT DISTANCE MEASURED ALONG THE CENTERLINE OF THE ROAD. THE INTERSECTION SIGHT DISTANCE IS THE DISTANCE REQUIRED TO ALLOW 7½

SECONDS FOR THE DRIVER ON THE CROSS ROAD (OR LEFT TURN POCKET) TO SAFELY CROSS THE

MAIN ROADWAY OR TURN LEFT WHILE THE APPROACH VEHICLE TRAVELS AT THE ASSUMED DESIGN SPEED OF THE MAIN ROADWAY.

2. THE DISTANCE S SHOULD BE INCREASED BY 20 PERCENT FROM THE AMOUNT SHOWN ON THE TABLE ON SUSTAINED DOWNGRADES STEEPER THAN 3 PERCENT AND LONGER THAN ONE MILE.

3. POINTS A AND A' ARE THE LOCATIONS OF A DRIVER'S LINE OF SIGHT (3.5 FOOT EYE HEIGHT) TO ONCOMING VEHICLES ( 4.25 FOOT OBJECT HEIGHT) LOCATED AT POINTS C AND C' WHILE IN A VEHICLE AT AN INTERSECTION 10 FEET BACK FROM THE PROJECTION OF THE CURB LINE. IN NO CASE SHALL POINTS A OR A' BE LESS THAN FIFTEEN (15) FEET FROM THE EDGE OF THE TRAVELED WAY.

4. THE DISTANCE Y' IS THE DISTANCE MEASURED FROM THE CENTERLINE OF THE MAIN ROAD TO THE FAR RIGHT THROUGH TRAVEL LANE. THE DISTANCE Y' IS EQUAL TO ZERO FOR T-INTERSECTIONS.

THE DISTANCE X IS THE DISTANCE MEASURE FROM THE CENTERLINE OF THE MAIN ROAD TO THE CENTER OF THE FAR RIGHT THROUGH TRAVEL LANE. THE DISTANCE X' IS THE DISTANCE MEASURED

FROM THE CENTERLINE OF THE MAIN ROAD TO THE CENTER OF THE TRAVEL LANE NEAREST THE CENTERLINE OF THE ROAD.

5. THE LIMITED USE AREA IS DETERMINED BY THE GRAPHICAL METHOD USING THE APPROPRIATE DISTANCES GIVEN IN THE ABOVE TABLE. IT SHALL BE USED FOR THE PURPOSE OF PROHIBITING OR CLEARING OBSTRUCTIONS IN ORDER TO MAINTAIN ADEQUATE SIGHT DISTANCE AT INTERSECTIONS.

6. THE LINE OF SIGHT LINE SHALL BE SHOWN AT INTERSECTIONS ON ALL LANDSCAPING PLANS, GRADING PLANS AND TENTATIVE TRACT PLANS WHERE SAFE SIGHT DISTANCE IS QUESTIONABLE. IN CASES

WHERE AN INTERSECTION IS LOCATED ON A VERTICAL CURVE, A PROFILE AT THE LINE OF SIGHT MAY BE REQUIRED.

7. OBSTRUCTIONS SUCH AS BUS SHELTERS, WALLS OR LANDSCAPING WITHIN THE LIMITED USE AREA WHICH COULD RESTRICT THE LINE OF SIGHT SHALL NOT BE PERMITTED.

A. PLANTS AND SHRUBS WITHIN THE LIMITED USE AREA SHALL BE OF THE TYPE THAT WILL GROW NO HIGHER THAN 12 INCHES ABOVE THE GROUND AND SHALL BE MAINTAINED AT A MAXIMUM HEIGHT OF 12 INCHES ABOVE THE GROUND. MAINTENANCE AT A LOWER HEIGHT MAY BE REQUIRED ON CREST VERTICAL CURVES PER NOTE 6 ABOVE.

8. A PROFILE OF THE LINE OF SIGHT MAY BE REQUIRED TO VERIFY 12 INCHES MINIMUM VERTICAL

CLEARANCE ABOVE VARIABLE HEIGHT OBSTRUCTIONS SUCH AS SLOPE LANDSCAPING, PLANTS AND SHRUBS.

COUNTY OF ORANGE, OC PUBLIC WORKS DEP STD.PLAN
Revision: August 2018 1117
INTERSECTION SIGHT DISTANCE SHT. 2 OF 3
C. THE TOE OF SLOPE MAY ENCROACH INTO THE LIMITED USE AREA PROVIDED THAT THE REQUIREMENTS OF (B) ABOVE ARE SATISFIED.

D. IN LIEU OF PROVIDING A PROFILE OF THE LINE OF SIGHT, THE TOE OF SLOPE SHALL

NOT ENCROACH INTO THE LIMITED USE AREA, AND THE LIMITED USE AREA SHALL SLOPE AT 2 PERCENT MAXIMUM TO THE ROADWAY.

8. TREES SHALL NOT BE PERMITTED WITHIN ANY PORTION OF THE LIMITED USE AREA.

9. MEDIAN AREAS LESS THAN SIX (6) FEET IN WIDTH SHALL BE PAVED WITH CONCRETE PER STANDARD PLAN 1807, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

10. RESIDENTIAL DRIVEWAYS SERVING FOUR OR MORE UNITS AND COMMERCIAL DRIVEWAYS SHALL BE TREATED AS A LOCAL STREET INTERSECTION.
11 . X AND X1 ARE BASED UPON A STANDARD 14' MEDIAN FOR MAJOR AND PRIMARY HIGHWAYS USE S VALUES FOR UNSIGNALIZED INTERSECTIONS AND S(s) VALUES FOR SIGNALIZED INTERSECTIONS.

COUNTY OF ORANGE, OC PUBLIC WORKS DEP STD.PLAN
Revision: August 2018 1117
INTERSECTION SIGHT DISTANCE SHT. 3 OF 3
Appendix I
CA MUTCD Multi-Way Stop Warrants
CA MUTCD 2014 2014 Edition

ALL-WAY STOP WARRANTS
Major Street: La Plata Drive
Vista Plaza Drive
CALC_B_E ______ DATE 12/12/2024
Minor Street: CHK RK DATE 12/12/2024
CRITERIA SATISFIED FOR FOUR-WAY STOP CONTROL: NO
Any one of the following criteria may warrant four-way stop control:

A. TRAFFIC SIGNAL WARRANTED SATISFIED= NO
Urgent need for a four-way stop as an interim measur NO B. ACCIDENTS SATISFIED= NO
Number of Correctable Accident: 0 (5 or more in a 12-month period C. MINIMUM VOLUMES

1. The vehicular volume entering the intersection from the major street approach, (total of both approaches) averages at least 300 vehicles per hour for any hours of an average day, am

2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches averages at least 200 units per hour for the same 8 hours, with an averag, delay to minor-street vehicular traffic of at least 30 seconds per vehicle durir the highest hour, bu!

3. If the 85th-percentile approach speed of the major-street traffic exceed:
65 km/h or exceeds 40 mph, the mimimum vehicular volume warrants ar 70% of the above values
Combined average vehicle volume exceeds 21 O (300 * 70°1 Combined average minor volume exceeds 140 (200 * 70°;
Peak Hour Period Hr1 Hr2 Hr3 Hr4
Major Street Vehicles 142 147 121 112
Minor Street Vehicles 89 42 49 53
Pedestrians -- - .. - Subtotal 89 42 49 53
Hr5 Hr6
126 109
33 46
-- - 33 46
Hr?
103
50 ..
50 SATISFIED= NO
SATISFIED= NO
Total Volume= 122
SATISFIED= NO
Minor Volume = 49
SATISFIED= NO
Critical Speed = 33
SATISFIED= NO
SATISFIED= NO
Hr8 TOTAL AVG.

VOL. VOL.
119 979 122
31 393 49
- ·- - 31 393 49
TOTAL AVERAGE HOURLY VOLUME 172
D. Where no single criterion is satisfied, but where Criteria B, C.1, and C. are all satisfied to 80% of the minimum values. Criterion C.3 is excludec from this condition.

SATISFIED= NO
Number of correctable accidents exceeds 4 (5 * 80%
Combined average vehicle volume exceeds 240 (300 * 80°, Combined average minor volume exceeds 160 (200 * 80°;
SATISFIED= NO
SATISFIED= NO
SATISFIED= NO
OPTION:

Other criteria that may be considered include
E. The need to control left-turn conflicn
F. The need to control vehicle/pedestrian conflicts near locations that generat, high pedestrian volumes
G. Locations where a road user, after stopping, cannot see conflicting traffic anc is not able to reasonably safely negotiate the intersection unless conflictin! cross traffic is also required to stop; and
H. An intersection of two residential neighborhod collector (through) streets of similar design and operating characteristics where multiway stop control woul, improve traffic operational characteristics of the intersection.

Sect. 2B.07 to 2B.08
No
No
No
No
November 7, 2014
CA MUTCD 2014 2014 Edition

ALL-WAY STOP WARRANTS
Major Street: La Plata Drive
Via Portola
CALC BE DATE 12/12/2024 -------- Minor Street: CHK RK DATE 12/12/2024 CRITERIA SATISFIED FOR FOUR-WAY STOP CONTROL: NO
Any one of the following criteria may warrant four-way stop control:

1. The vehicular volume entering the intersection from the major street approach1 (total of both approaches) averages at least 300 vehicles per hour for any hours of an average day, am

3. If the 85th-percentile approach speed of the major-street traffic exceed:
65 km/h or exceeds 40 mph, the mimimum vehicular volume warrants ar 70% of the above values
Combined average vehicle volume exceeds 210 (300 • 70°, Combined average minor volume exceeds 140 (200 • 70°1
Peak Hour Period Hr1 Hr2 Hr3 Hr4
Major Street Vehicles 34 44 33 38
Minor Street Vehicles 39 28 37 30
Pedestrians - -- - - Subtotal 39 28 37 30
Hr5 Hr6
41 31
25 34
-- - 25 34
Hr?
18 45
--
45 SATISFIED= NO
SATISFIED= NO
Total Volume = 34
SATISFIED= NO
Minor Volume = 33
SATISFIED= NO
Critical Speed = 32
SATISFIED= NO
SATISFIED = NO
Hr8 TOTAL AVG.

VOL. VOL.
35 274 34
26 264 33
- -- - 26 264 33
TOTAL AVERAGE HOURLY VOLUME 67
D. Where no single criterion is satisfied, but where Criteria B, C.1, and C. are all satisfied to 80% of the minimum values. Criterion C.3 is excludec from this condition.

SATISFIED= NO
Number of correctable accidents exceeds 4 (5 • 80%
Combined average vehicle volume exceeds 240 (300 • 80°, Combined average minor volume exceeds 160 (200 • 80°;
SATISFIED= NO
SATISFIED= NO
SATISFIED= NO
OPTION:

Other criteria that may be considered include
E. The need to control left-turn conflict!:

F. The need to control vehicle/pedestrian conflicts near locations that generat, high pedestrian volumes
G. Locations where a road user, after stopping, cannot see conflicting traffic anc is not able to reasonably safely negotiate the intersection unless conflictin! cross traffic is also required to stop; and
H. An intersection of two residential neighborhod collector (through) streets of similar design and operating characteristics where multiway stop control woul, improve traffic operational characteristics of the intersection.

Sect. 2B.07 to 2B.08
No
No
No
No
November 7, 2014
CA MUTCD 2014 2014 Edition

ALL-WAY STOP WARRANTS
Major Street: Via De Anza/Weatherwood CALC BE DATE 12/12/2024 -------- Minor Street: Via Portola CHK RK DATE 12/12/2024 CRITERIA SATISFIED FOR FOUR-WAY STOP CONTROL: NO
Any one of the following criteria may warrant four-way stop control:

A. TRAFFIC SIGNAL WARRANTED SATISFIED= NO
Urgent need for a four-way stop as an interim measur NO B. ACCIDENTS SATISFIED= NO
Number of Correctable Accidenti 0 (5 or more in a 12-month period C. MINIMUM VOLUMES

1. The vehicular volume entering the intersection from the major street approach, (total of both approaches) averages at least 300 vehicles per hour for any hours of an average day, am

3. If the 85th-percentile approach speed of the major-street traffic exceed:
65 km/h or exceeds 40 mph, the mimimum vehicular volume warrants ar 70% of the above values
Combined average vehicle volume exceeds 21 O (300 * 70°1 Combined average minor volume exceeds 140 (200 * 70'1
Peak Hour Period Hr1 Hr2 Hr3 Hr4
Major Street Vehicles 60 46 45 43
Minor Street Vehicles 24 26 26 24
Pedestrians -- - -- - Subtotal 24 26 26 24
Hr5 Hr6
48 41
17 24
- - 17 24
Hr7
43 22
--
22 SATISFIED= NO
SATISFIED= NO
Total Volume = 46
SATISFIED= NO
Minor Volume = 23
SATISFIED= NO
Critical Speed = 29
SATISFIED= NO
SATISFIED= NO
Hr8 TOTAL AVG.

VOL. VOL.
44 370 46
18 181 23
- - - 18 181 23
TOTAL AVERAGE HOURLY VOLUME 69
D. Where no single criterion is satisfied, but where Criteria B, C.1 , and C. are all satisfied to 80% of the minimum values. Criterion C.3 is excludec from this condition.

SATISFIED= NO
Number of correctable accidents exceeds 4 (5 * 80%
Combined average vehicle volume exceeds 240 (300 * 80°1 Combined average minor volume exceeds 160 (200 * 80°;
SATISFIED= NO
SATISFIED= NO
SATISFIED= NO
OPTION:

Other criteria that may be considered include
E. The need to control left-turn conflict~
F. The need to control vehicle/pedestrian conflicts near locations that generat, high pedestrian volumes
G. Locations where a road user, after stopping, cannot see conflicting traffic anc is not able to reasonably safely negotiate the intersection unless conflictin! cross traffic is also required to stop; and
H. An intersection of two residential neighborhod collector (through) streets of similar design and operating characteristics where multiway stop control wouh improve traffic operational characteristics of the intersection.

Sect. 2B.07 to 28.08
No
No
No
No
November 7, 2014
CA MUTCD 2014 2014 Edition

ALL-WAY STOP WARRANTS
Major Street: Via Piedra Blanca/La Estrada CALC B. Estrada DATE 12/12/2024 Minor Street: Vista Plaza Drive CHK R. Kahn DATE 12/12/2024 -------- CRITERIA SATISFIED FOR FOUR-WAY STOP CONTROL: NO
Any one of the following criteria may warrant four-way stop control:

A. TRAFFIC SIGNAL WARRANTED SATISFIED= No
Urgent need for a four-way stop as an interim measur No B. ACCIDENTS SATISFIED= NO
Number of Correctable Accidenti 0 (5 or more in a 12-month period C. MINIMUM VOLUMES

1. The vehicular volume entering the intersection from the major street approach1 (total of both approaches) averages at least 300 vehicles per hour for any hours of an average day, an<

2. The combined vehicular, pedestrian, and bicycle volume entering thE intersection from the minor street approaches (total of both approaches averages at least 200 units per hour for the same 8 hours, with an averag, delay to minor-street vehicular traffic of at least 30 seconds per vehicle durir the highest hour, bu1

3. If the 85th-percentile approach speed of the major-street traffic exceed 65 km/h or exceeds 40 mph, the mimimum vehicular volume warrants ar 70% of the above values
Combined average vehicle volume exceeds 21 O (300 * 70~ Combined average minor volume exceeds 140 (200 * 70°1
Peak Hour Period Hr1 Hr2 Hr3 Hr4
Major Street Vehicles 37 31 32 32
Minor Street Vehicles 25 22 19 17
Pedestrians -- -- -- - Subtotal 25 22 19 17
Hr5 Hr6
30 24
15 16
.. - 15 16
Hr7
20 19
-·
19 SATISFIED= NO
SATISFIED= NO
Total Volume= 28
SATISFIED= NO
Minor Volume = 19
SATISFIED= NO
Critical Speed = 27
SATISFIED= NO
SATISFIED= NO
Hr8 TOTAL AVG.

VOL. VOL.
19 225 28
20 153 19
- -- --
20 153 19
TOTAL AVERAGE HOURLY VOLUME 47
D. Where no single criterion is satisfied, but where Criteria B, C.1, and C. are all satisfied to 80% of the minimum values. Criterion C.3 is excludec from this condition.

SATISFIED= NO
Number of correctable accidents exceeds 4 (5 * 80%
Combined average vehicle volume exceeds 240 (300 * 80~
Combined average minor volume exceeds 160 (200 * 80°1
SATISFIED= NO
SATISFIED= NO
SATISFIED= NO
OPTION:

Other criteria that may be considered include
E. The need to control left-turn conflict!
F. The need to control vehicle/pedestrian conflicts near locations that generat, high pedestrian volumes
G. Locations where a road user, after stopping, cannot see conflicting traffic anc is not able to reasonably safely negotiate the intersection unless conflictin! cross traffic is also required to stop; and
H. An intersection of two residential neighborhod collector (through) streets of similar design and operating characteristics where multiway stop control woul, improve traffic operational characteristics of the intersection.

Sect. 2B.07 to 28.08
No
No
No
No
November 7, 2014
AppendixJ
CA MUTCD Traffic Signal Warrants
California MUTCD 2014 Edition
Traffic Signal Warrant Worksheets
Jurisdiction: Laguna Niguel Engineer: BE
Checked by: ""Ric""
Major Street Golden Lantern
Minor Street Via De Anza
Number of Lanes:

Number of Lanes:

Traffic Condition : Existing Weekday Conditions
Volume Level Criteria : 1. Is the posted speed limit of 85th percentile speed on major road exceeds 40 mph?

2. Does the intersection lie within the built-area of an isolated community having a population of less than 10,0007

3. Have adequate trials of other remedial measures been performed? y 2 or more
y
N
Date: 12/14/2024
Date: 12/ 14/2024
Roadway
Classification
Rural
Warrant 1 • Eight Hour Vehicular Volume Warrant Satisfied? N (Condition A or Condition B or Combination of A and B Must Be Satisfied) Condition A Major Street Volume(70%): 420
Condition A Minor Street Volume(70%): 105
Condition A Major Street Volume (56%): 336
Condition A Minor Street Volume (56%): 84
Time Period Major Street Minor Street
(Both Approaches)
Hour 1 0-1 173
Hour2 1-2 75
Hour3 2-3 48
Hour4 3-4 70
Hours 4-5 150
Hour6 5-6 415
Hour7 6-7 1035
Hours 7-8 2736
Hour9 8-9 3330
Hour10 9-10 2118
Hour11 10-11 2095
Hour12 11-12 2215
Hour13 12-13 2402
Hour14 13-14 2479
Hour15 14-15 2767
Hour16 15-16 3552
Hour17 16-17 3272
Hour18 17-18 3232
Hour19 18-19 2682
Hour 20 19-20 1865
Hour 21 20-21 1606
Hour 22 21-22 1149
Hour 23 22-23 686
Hour24 23-24 427
Satisfied?
23102301 _INT 4 Traffic Signal Warrants,xlsx
JN: 2827-2023-05
(Higher Approach)
0 0
0 0
0 0
2 16
31 24
36 31
45 34
52 54
39 56
46 36
31 19
8 2
Condition A
(70%)
Met?
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Condition B
(70%)
Met?
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
y
N
y
N
N
N
N
N
N
N
----
Condition B Major Street Volume(70%): 630
Condition B Minor Street Volume(70%): 53
Condition B Major Street Volume (56%): 504
Condition B Minor Street Volume (56%): 42
Combination A & B
Condition A Condition B Combination
(S6%) (56%) A&B
Met7 Met? Met?
N N N
N N N
N N N
N N N
N N N
N N N
N N N
N N N
N N N
N N N
N N N
N N N
N y N
N N N
N y N
N y N
N N N
N y N
N y N
N N N
N N N
N N N
N N N
N N N
N N N
engineering
grouo.inc.

California MUTCD 2014 Edition
Traffic Signal Warrant Worksheets
Jurisdiction: Laguna Niguel Engineer: BE
Checked by """"iii<"
Date: 12/14/2024
Date: 12/14/2024
Major Street: Golden Lantern
Minor Street: Via De Anza
Number of Lanes: 2 or more Roadway
Classification
Rural
Number of Lanes:

Traffic Condition: Existing Weekday Conditions
Volume Level Criteria: 1. Is the posted speed limit of 85th percentile speed on major road exceeds 40 mph?

2. Does the intersection lie within the built-area of an isolated community having a population of less than 10,000?

3. Have adequate trials of other remedial measures been performed? Warrant 2 - Four Hour Vehicular Volume
Record hourly vehicular volumes for any four hours of an average day.

Time Period
Hour 18 Hour 16 Hour 15 Hour19
Approach Lanes 17-18 15-16 14-15 18-19
Both Approaches - Major Street 3232 3552 2767 2682
Higher Approach - Minor Street 56 54 52 46
Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume
MINOR
STREET 300 1--::r-.~ -+_.:,"'-..ih ,£-+::,,,,,,..+--l~'--='F'-"-.:.,:a==-+--+---! HIGHERVOLUME
APPROACH - 200
VPH
300 400 500 600 700 800 900 1000 1100 1200 1300 1400
MAJOR STREET -TOTAL OF BOTH APPROACHESVEHICLES PER HOUR (VPH) 'Nole: 115 vph apphes as the lower threshold volume (or a mmor-5treet approach with lwo or more lanes and 80 vph applies as the lower threshold volume for a minor-street approach with one lane Figure 4C-2. Warrant 2, Four-Hour Vehicular Volume (70% Factor) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) MINOR
STREET
HIGHERVOLUME
APPROACHVPH
400
300
200
100
so200 300 400 500 600 700 800 900 1000
MAJOR STREET-TOTAL OF BOTH APPROACHESVEHICLES PER HOUR (VPH) 'Nate: 80 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 60 vph applies as the lower threshold volume ror a minor-street approach with one lane. 23102301_1NT 4 Traffic Signal Warrants.xlsx
JN: 2827-2023-05
y
y
N
Warrant Satisfied? N
----
All plotted points falls above the
applicable curve in Figure 4C-1
(Urban Areas)?
N
All plotted points fall above the
applicable curve in Figure 4C-2
(Rural Areas?
N
um engineering
grouo.inc.

Jurisdiction:

Major Street:

Minor Street:

Traffic Condition:

Volume Level Criteria:

Laguna Niguel
California MUTCD 2014 Edition
Traffic Signal Warrant Worksheets
Engineer:

Checked by:

BE
-RK
- Golden Lantern Number of Lanes: 2 or more
Via De Anza Number of Lanes:

Existing Weekday Conditions
1, Is the posted speed limit of 85th percentile speed on major road exceeds 40 mph?

2. Does the intersection lie within the built-area of an isolated community having a population of less than 10,000?
3, Have adequate trials of other remedial measures been performed? y y
N
Date: 12/14/2024
Date: 12/14/2024
Roadway
Classification
Rural
Warrant 3 - Peak Hour Warrant Satisfied? N
(Part A or Part B must be Satisfied)
Part A
(All parts 1, 2, and 3 below must be satisfied the same one hour, for any four consecutive 15-minute periods)
Part A Satisfied?

1. The total delay experienced by traffic on one minor street-approach (one-direction only) controlled by a STOP sign equals or exceeds four vehicle-hours for a one-lane approach, or five vehicle-hours for a two lane approach; AND

2. The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving lane or traffic of 150 vph for two moving lanes; AND

3. The total entering volume serviced during the hour equals or exceeds 800vph for intersections with four or more approaches or 650 vph for intersections with three approaches.

Part B Part B Satisfied?
Time Period
Approach Lanes 17-18
Both Approaches - Major Street 3232
Higher Approach - Minor Street 56
N
-----
N
N
y
N
-----
Figure 4C-3. Warrant 3, Peak Hour The plotted point falls above the appliable curve in Figure 4C-3
(Urban Areas)?
MINOR
STREET
HIGHERVOLUME 3oo l--l----il----iP--.df----ii""'--..:!h-"'-lc3-..::,,----,:---::-!-:-:c:=-::-:-:-:-!-:-::--!--! APPROACH •
VPH
7 -...::=~=---+--l 150'
100 1--1-~l-~l-~l-~l-~1--1--11--1-=::::;=--,4-...;:i= -i-~ 100· 400 500 600 700 BOO 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MAJOR STREET-TOTAL OF BOTH APPROACHESVEHICLES PER HOUR (VPH) 'Note: 150 vph applies as the lower threshold volume lor a minor-s1ree1 approach with two or more lanes and 100 vph applies as the lower threshold volume lor a m,nor-slreel approach w1lh one lane 23102301 _INT 4 Traffic Signal Warrants.xlsx
JN: 2827-2023-05
N
Cun engineering
grouo.inc.

California MUTCD 2014 Edition
Traffic Signal Warrant Worksheets
Jurisdiction: Laguna Niguel Engineer: BE
Checked by: RK
Oate: 12/14/2024
Date: 12/14/2024
Major Street: Golden Lantern
Minor Street: Via De Anza
Number of Lanes: 2 or more Roadway
Classification
Rural
Number of Lanes:

Traffic Condition: Existing Weekday Conditions
Volume Level Criteria: 1, Is the posted speed limit of 85th percentile speed on major road exceeds 40 mph?

2. Does the intersection lie within the built-area of an isolated community having a population of less than 10,000?
MINOR
STREET
HIGHERVOLUME

3. Have adequate trials of other remedial measures been performed? Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400
LANE
APPROACH - 200 1----1----1'~ ~ -l-~ "'-k- -l:,,...__,,,,_::.--_ --1---l--+----l VPH
100
300 400 500 600 700 800 900 1000 1100 1200 1300
MAJOR STREET-TOTAL OF BOTH APPROACHESVEHICLES PER HOUR (VPH) ·Note: 100 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold volume for a minor-street approach with one lane 23102301_INT 4 Traffic Signal Warrants.xlsx
JN: 2827-2023-05
y
y
N
The plotted point falls above the
appliable curve in Figure 4C-4
(Rural Areas)?
N
um engineering
groun.inc.

California MUTCD 2014 Edition
Traffic Signal Warrant Worksheets
Jurisdiction: Laguna Niguel Engineer: BE
Checked by: RK
Major Street: Golden Lantern
Minor Street: Via De Anza
Number of Lanes: 2 or more
Number of Lanes:

Traffic Condition: Existing Weekday Conditions
Volume Level Criteria: 1. Is the posted speed limit of 85th percentile speed on major road exceeds 40 mph?

2. Does the intersection lie w ithin the bui lt-area of an isolated community having a population of less than 10,000?

3. Have adequate trials of other remedial measures been performed? y y
N
Date: 12/ 14/2024
Date: 12/ 14/2024
Roadway
Classification
Rural
Warrant 6 • Coordinated Signal System
(All Parts Must Be Satisfied)
Warrant Satisfied? N
Minimum Requirements I DISTANCE TO NEAREST SIGNAL
;,, 1000 ft I North: 1500 ft, South: 1300 ft, East: -- ft, We5t.: -- ft.

On a one-way street or a street that has traffic predominantly in one direction, the adjacent traffic control signals are so far apart that they do not provide the necessary degree of vehicular platooning? QB, On a two-way street, adjacent traffic control signals do not provide the necessary degree of platooning and the proposed and adjacent traffic control signals will collectively provide a progressive operation.

Warrant 7 - Crash Experience Warrant
(All Parts Must Be Satisfied)
Adequate trial of alternatives with satisfactory observance and enforcement has failed to reduce the crash frequency?

REQUIREMENTS
Number of crashes reported within a 12 month period susceptible to correction by a traffic signal, and involving injury or damage exceeding the requirements for a reportable crash? -------- 5 OR MORE ~------------------- 2 --------------- REQUIREMENTS CONDITIONS Warrant 1, Condition A - N
Minimum Vehicular Volume
ONE CONDITION OR, Warrant 1, Condition B - N SATISFIED 80% Interruption of Continous Traffic QB, Warrant 4, Pedestrian Volume Condition n/a Ped Vol ;,, 80% of Figure 4C-5 through Figure 4C-8 23102301_1NT 4 Traffic Signal Warrants.xlsx
JN: 2827-2023-05
y
N
y
N
N
----
Warrant Satisfied? N
um
----
engineering
grouo,inc.

California MUTCD 2014 Edition
Traffic Signal Warrant Worksheets
Jurisdiction: Laguna Niguel Engineer:~
Checked by: RK
Major Street: Golden Lantern
Minor Street Via De Anza
Number of Lanes: 2 or more
Number of Lanes:

Traffic Condition: Existing Weekday Conditions
Volume Level Criteria: 1. Is the posted speed limit of 85th percentile speed on major road exceeds 40 mph?

2. Does the intersection lie within the bu ilt-area of an isolated community having a population of less than 10,000?

3. Have adequate trials of other remedial measures been performed? y y
N
Date: 12/14/2024
Date: 12/14/2024
Roadway
Classification
Rural
Warrant 8 - Roadway Network
(All Parts Must Be Satisfied)
Warrant Satisfied? N
Minimum Volume Entering Volumes - All Approaches Requirements During Typical Weekday Peak Hour (3606) Veh/Hr and has 5-year projected traffic volumes that meet one or more of Warrants 1, 2, and 3 during an y 1000 Veh/Hr average weekday.

OR ---------------------------- N During Each of any SH rs. Of a Sat. or Sun() Veh/Hr? CHARACTERISTICS OF MAJOR ROUTES Major Major
Route A Route B
Hwy. System Serving as Principal Network for Through Traffic? y N Rural or N N Suburban Highway Outside Of, Entering, or Traversing a City? Appears as Major Route on an Official Plan? y N
Any Major Route Characteristics Met, Both Streets?
23102301 _INT 4 Traffic Signal Warrants.xlsx
JN: 2827-2023-05
Fulfilled
y
N
um
----
engineering
grouo.inc.

ATTACHMENT E
Traffic and Transportation Commission Agenda Item -
April 23, 2025
City Clerk's Tally of Ballots
City of Laguna Niguel
Niguel Hills Neighborhood - Speed Humps
Tally of Ballots
2025
Total Ballots
Ballots Sent Returned Unreturned Ballots Ballots
495 301 194
A minimum of 50% of the ballots shall be returned for the overall voting process to be considered valid:

Total Ballots Sent
50% Requirement
495
248
Does the number of ballots returned meet the 50% requirement? YESt8:I NOD Ballot Results
Returned Ballots Valid Returned Invalid Returned
Ballots Ballots
301 255 46
A minimum of 67% of the valid individual ballots must support the installation:

Total Valid Ballots
67% Requirement
Valid Ballots Yes
255 151
No
104
255
171
Unreturned
Ballots
(="No" vote)
194
Was the required minimum met to approve speed humps? YES □ Reviewed and verified :

NOt8:I

ATTACHMENT F
Traffic and Transportation Commission Agenda Item -
April 23, 2025
Concept Plans for Signing and Striping Improvements
Proposed One-Way Stop Sign Locations In Niguel Hills Neighborhood Legend
• = Proposed one-way stop sign locations
Legend
,. -.~'f41.cf~Pcdt.w-i;tM5,rtR1 ,6)
.. -kt•IIV,.JdM.,,.torrd.-woM115'Q'IOt'l,S)
.._ • w.al'IYAw CINlllfri,_t0.~fll1
- •"°'>? t..,_\"l.-,~Tvint...n.(Ot:t.t•ll!
8 • ~ ,1Jt 4• Whic. .£.dg• l.lNI to.t•t! 278J
24652'
~• M~tA!tConlt.a""9.S:1'P"'1Q
f(~u Ket f'SkAIE.uP,n;~,omg "~Co11t,c:11n9wiU\
flrop0 .. d IIT'\ta"O#""fflf,
k-clt 1',-.,,llttd~•1r1A'JWl'ICK.tp,,t"19tO-Eriav•J.ofllv,ti.,. ~t.Dri1.tnc•
ExhibitJ-1
Conceptual Roadway Improvements (Segment 1 & 2)
La Plata Drive from Crown Valley Parkway to Vista Plaza Drive fWG.ui.LHt.LlH~l"""<~ll,NGSTUrl't QtVO'~NICUfl. ! . . t,,~
/////I/I/Ill/I/// RI~ !, ~H Ud.!~1NOp,M'M'l#AYH'l.@IK/##.H//Ulll.ll/,l#//t'.iHl#UA0°AY/#/l/l'l.&y//.,Y/l#A"II/I/Q///IQ~A¼VQM'/$/ll#ll/.h?#/IQ##/,o//lAY#II.I/H&W~~VIM ....,.Yl//d///#H/,:?//Pl,W.V//#A'/Ml/b'////U11'//YIIU/#/H////Hl(H,WP.Wn'dHIMl/#/H;VIUHU#ff.!I//.HP/l/##/A',4YP/.l,«l.,W,QQ//#//Q$b lO
Legend
ta ,. Install Stop Sign [Rl. 1)
.. Install Slop Ahead Sign (W3-1)
► - 1'11~IY-•ktiohd•ut-af'l~½n{~ l -6).

It • ..-.~ YlltklH~•u1ot1flMm1AMStg n(R1-5)
- - ti,t-:illlY•tlo.,.,c;..,11tt(.,.~.l2?}
€} - 1,,rtatio.•vltw'.(1'9. c.lftll~tail278).

Nol@ Refresh All E1tishn9 Suc-.trv N~ Co"l'll(tlft9wldt Proposed lmproveme nl!.

Nole T nm and Ma1nla,n AU LandKap1ng lo Ensure Adequate S19htD1slar,c11 .

II:

G ~ ~ I * = Rl-1 Rl-5 Rl-6
No:c. 0..-.""9not10,ut.

Exhibit J-2
Conceptual Roadway Improvements (Segment 3)
La Plata Drive from Vista Plaza Drive to Via Larga r • - --1 WQUtl, J"1$t..'OGHIQlbiOOOtJtAfffCCAl,M-'cG-SlUDl' /.'C,fNQI--U.,CUt(AK<,u(\ I j 2J10-202JOI
///////////////// R l~j 2~g1~Efi-i~NG Pll#l//#/Hd////lll#&Plll/l/#fll/l/l/A'll,l//l#/Hll&'.#/l///#/ll///#/h'l.(//l/,l///q'/QtW//l#l#ll/ll#/llllllll////#/#$//#//#/,W/I///.IH,V/.#//lll#l/#H//HQl//ll#/ll,W.ll/l.«¼"III/AW///#/.IP/M'#llll/ld//Q'll/l////,f,7/////HMVA?#UA,WAVIM/Ql/l'//#HI///////.I.U..(l/l//#ll,?/11$///

ATTACHMENT F
Traffic and Transportation Commission Draft Meeting Minutes, April 23, 2025

MINUTES OF THE REGULAR MEETING OF

THE CITY OF LAGUNA NIGUEL

TRAFFIC AND TRANSPORTATION COMMISSION
April 23, 2025 - 7:00 p.m.

CALL TO ORDER - Commissioner Cashion called the Regular Traffic and Transportation Commission Meeting to order at 7:00 p.m.

ROLL CALL
Commission Members:

Council Liaisons:

Commissioner Robin Cashion - Present
Commissioner Roberto Caudillo - Absent
Commissioner Greg Emerson - Present
Commissioner John Kinney - Present
Mayor Pro Tern Gene Johns - Present
Council Member Stephanie Winstead - Present
City Staff Present: Public Works Director Jacki Scott
City Traffic Engineer Kathy Kelley
Sergeant Gerry Mccann
Commission Secretary Kaylee Ferguson
PLEDGE OF ALLEGIANCE - Commissioner Kinney

ELECTION OF CHAIR AND VICE CHAIR
A MOTION was made by Commissioner Kinney, seconded by Commissioner Emerson, to nominate Commissioner Cashion as Chair.

Motion carried 3-0.

A MOTION was made by Chair Cashion, seconded by Commissioner Emerson, to nominate Commissioner Kinney as Vice Chair.

Motion carried 3-0.

PUBLIC COMMENTS
There were no public comments.

CONSENT CALENDAR
A MOTION was made by Vice Chair Kinney, seconded by Chair Cashion, to approve the Consent Calendar as presented.

Motion carried 2-1; with Commissioner Emerson abstaining.

Traffic & Transportation Commission Special Minutes Page 1 of 3 April 23, 2025

1. Minutes of the Regular Traffic and Transportation Commission Meeting on October 23, 2024
Approved as written.

DISCUSSION ITEMS

1. Niguel Hills Neighborhood Traffic Study Recommendations City Traffic Engineer Kelley, Consultants Rogier Goedecke and Bryan Estrada from RK Engineering Group Inc., and Public Works Director Scott gave a presentation on the Niguel Hills Neighborhood Traffic Study Recommendations .

Discussion ensued between Commissioners and staff.

Madeline Vanwagenen, Drew Hall, Taylor Parham, and Robert Bachman spoke on the speed humps.

Bruce Campbell spoke on the striping improvements.

Erick Van Odrdt requested a traffic study for the Rancho Niguel neighborhood.

Public Works Director Scott stated that staff would contact Mr. Van Odrdt regarding his request.

A MOTION was made by Vice Chair Kinney, seconded by Commissioner Emerson, to:

Recommend that the City Council:

1. Concur with the proposed signing and striping improvements; and,

2. Approve the installation of 10 one-way stop signs withing the Niguel Hills Neighborhood.

Motion carried 3-0.

STAFF, CITY COUNCIL, AND COMMISSION COMMENTS
There were no comments from Public Works.

Sergeant Mccann announced that this is his last meeting, and that Sergeant Spangenberg will take over as Administrative Sergeant for this commission.

Council Member Winstead stated that it was a pleasure to be on the commission as Council Liaison.

Mayor Pro Tern Johns thanked staff for their presentation and advised residents that staff will continue to work on finding a solution.

Traffic & Transportation Commission Special Minutes Page 2 of 3 April 23, 2025 Vice Chair Kinney welcomed Commissioner Emerson to the Traffic and Transportation Commission.

Commissioner Emerson commended staff and RK Engineering on the Niguel Hills Neighborhood Traffic Study and ensured residents that staff will continue to work on the situation in the neighborhood.

Chair Cashion thanked staff for the Niguel Hills Neighborhood Traffic Study and supported the proposed traffic calming measures.

ADJOURNMENT - Chair Cashion adjourned the meeting at 7:55 p.m.

Respectfully submitted,
Kaylee Ferguson
Traffic and Transportation Commission Secretary
Traffic & Transportation Commission Special Minutes Page 3 of 3 April 23, 2025

Laguna Niguel City CouncilMay 6, 2025

Laguna Niguel City Council
May 6, 2025