Exhibit M - Environmental Assessment No. T-6502/P24-04526/P24-04527/P25-00027 [7-16-2025] — Fresno City Council, August 14, 2025 (part 8 of 8)

01/01/2020 thru 12/31/2020
Report Run On: 10/15/2021
Total Count: 3292
Include State Highways cases
Jurisdiction(s): Fresno
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 014547 Collision Date 20201221 Time 0850 Day MON Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20210119 Weather1 FOG Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 28 M W HNBD PROC ST W D 2300 FORD 2001 - 3 J - M G PASS POSSIBL 18 F 3 0 M G 2 DRVR 27 M H HNBD PROC ST N D 2200 CHEV 2004 - 3 N - M G 3 DRVR 67 M O HNBD STOPPED S D 2200 RAM 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 2640 Direction W Secondary Rd TRIMMER NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018746 Collision Date 20201103 Time 1230 Day TUE Primary Collision Factor NOT DRIVER Violation Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20201112 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithANIMAL Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 39 M H HNBD PROC ST W A 0800 FORD 2011 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 80.0 Direction E Secondary Rd WILLOW AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018746 Collision Date 20200826 Time 1609 Day WED Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200903 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST E A 0100 HOND 2002 - 3 N - P B 2 DRVR 56 M W HNBD PROC ST E D 2200 TOYO 2013 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 250. Direction E Secondary Rd WILLOW AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 014547 Collision Date 20201006 Time 1300 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type REAR END Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20201019 Weather1 OTHER Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 22 F H HNBD UNS TURN W A 0100 NISSA 2007 - 3 A 22350 F L G 2 DRVR 81 F W HNBD PROC ST W A 0700 KIA 2011 - 3 N - M G DRVR POSSIBL 81 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BETHAL AVENUE Distance (ft) 210. Direction N Secondary Rd BELMONT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019705 Collision Date 20200825 Time 2330 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200909 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 60 F H HBD-UNK UNS TURN N A 0100 HYUND 2017 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 69 ends

01/01/2020 thru 12/31/2020
Report Run On: 10/15/2021
Total Count: 3292
Include State Highways cases
Jurisdiction(s): Fresno
Primary Rd OLIVE AVE Distance (ft) 115. Direction E Secondary Rd ARMSTRONG AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 021178 Collision Date 20201017 Time 1705 Day SAT Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20201027 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 30 M A HBD-UI RAN OFF RD E A 0100 HOND 2016 - 3 A 22107 - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 125. Direction E Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 021178 Collision Date 20201130 Time 1755 Day MON Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20201207 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 16 F W HNBD U-TURN W D 2200 FORD 2014 - 3 N - M G 2 DRVR 40 M A HNBD PROC ST W A 0100 HYUN 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 0.00 Direction Secondary Rd VALENTINE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 019926 Collision Date 20201016 Time 1855 Day FRI Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type HEAD-ON Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20201022 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 17 F W HNBD LFT TURN E A 0100 MAZD 2010 - 3 N - L G 2 DRVR 34 F W HNBD PROC ST E A 0700 NISS 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 0.00 Direction Secondary Rd WILLOW AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018914 Collision Date 20201224 Time 1839 Day THU Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210114 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 18 M W HNBD PROC ST W A 0100 CHEV 2019 - 3 N - M G 2 DRVR 23 M A HNBD LFT TURN E A 0100 HONDA 2004 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE. Distance (ft) 0.00 Direction Secondary Rd BRAWLEY AVE. NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 020387 Collision Date 20201222 Time 1718 Day TUE Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20201230 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 38 F H HNBD PROC ST N A 0700 LEXU 2017 - 3 N - M G 2 DRVR 74 F B HNBD PROC ST E A 0100 HYUN 2017 - 3 N - M G DRVR POSSIBL 74 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 368 ends

01/01/2020 thru 12/31/2020
Report Run On: 10/15/2021
Total Count: 3292
Include State Highways cases
Jurisdiction(s): Fresno
Primary Rd TEMPERANCE AVE Distance (ft) 2550 Direction N Secondary Rd CHURCH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020887 Collision Date 20200803 Time 1815 Day MON Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200811 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 20 M H HNBD PROC ST N A 0100 HONDA 2000 - 1 N - L G 2 DRVR 44 M H HNBD SLOWING N A 0100 HONDA 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 10.0 Direction N Secondary Rd MCKINLEY AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021148 Collision Date 20200816 Time 2015 Day SUN Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20200821 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK RGT TURN W - 9900 - - 3 N - - - 2 DRVR 35 M A HNBD STOPPED S A 0100 TOYOT 2016 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 472. Direction S Secondary Rd MCKINLEY AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020887 Collision Date 20201204 Time 1650 Day FRI Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20201210 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 20 F H HNBD U-TURN S A 0100 TOYO 2013 - 3 N - L G DRVR POSSIBL 20 F 1 0 L G 2 DRVR 57 M H HNBD PROC ST S D 2200 GMC 2019 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020019 Collision Date 20201103 Time 0820 Day TUE Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20201112 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 64 F W HNBD PROC ST S A 0700 DODG 2008 - 3 N - M G 2 DRVR 41 M H HNBD PROC ST E A 0100 CHEV 2014 - 3 - - M G 3 DRVR 33 M H HNBD STOPPED N D 2200 CHEV 2015 - 3 - - M G 4 DRVR 23 M H HNBD STOPPED N A 0100 TOYO 2020 - 3 - - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 130. Direction S Secondary Rd CHURCH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 015602 Collision Date 20201026 Time 1055 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type OVERTURNED Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20201030 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 22 M W HNBD PASSING S D 2200 TOYT 2001 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 627 ends

I
01/01/2020 thru 12/31/2020
Report Run On: 10/15/2021
Total Count: 3292
Include State Highways cases
Jurisdiction(s): Fresno
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd LINCOLN AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020871 Collision Date 20201125 Time 1800 Day WED Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity FATAL #Killed 1 #Injured 0 Tow Away? Y Process Date 20210122 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 29 M O HNBD PROC ST N G 2531 KENW 2016 - 3 N - M G 2 DRVR 57 F H HNBD PROC ST W A 0100 FORD 2013 - 3 N - L G DRVR KILLED 57 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 185. Direction S Secondary Rd MCKENZIE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018746 Collision Date 20201220 Time 0900 Day SUN Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20201223 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK RAN OFF RD N A 0700 KIA 2020 - 3 N - P P Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 640. Direction S Secondary Rd MCKINLEY NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 020095 Collision Date 20200730 Time 1028 Day THU Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200810 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 19 F H HNBD UNS TURN N A 0100 HOND 2019 - 3 N - L G 2 DRVR 45 F H HNBD PROC ST S E 2235 CHEV 2002 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 20.0 Direction N Secondary Rd MOUNTAIN VIEW NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 020854 Collision Date 20200630 Time 2255 Day TUE Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20200707 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 27 M H HNBD PROC ST N A 0100 HONDA 2016 - 3 N - L G DRVR POSSIBL 27 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 017310 Collision Date 20201201 Time 1805 Day TUE Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20201207 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 46 F H HNBD PROC ST S A 0100 BMW 2018 - 3 N - M G 2 DRVR 26 M H HNBD PROC ST W D 2200 FORD 2001 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 630 ends

01/01/2020 thru 12/31/2020
Report Run On: 10/15/2021
Total Count: 3292
Include State Highways cases
Jurisdiction(s): Fresno
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd SOUTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021153 Collision Date 20200229 Time 1510 Day SAT Primary Collision Factor R-O-W AUTO Violation 21802B Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20200306 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 48 F H HNBD PROC ST N A 0100 TOYT 2017 - 3 N - L G 2 DRVR 40 F H HNBD PROC ST W A 0100 KIA 2015 - 3 N - L G DRVR POSSIBL 40 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd TULARE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 020095 Collision Date 20200107 Time 1730 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200117 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 51 M W HNBD UNS TURN S A 0100 NISS 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 50.0 Direction S Secondary Rd TULARE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021119 Collision Date 20200312 Time 1520 Day THU Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20200324 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithMV ON OTHER RD Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 67 M W HBD-UI PROC ST N A 0700 CHEV 1999 - 3 A 22350 - M G 2 DRVR 39 M H HNBD STOPPED N D 2200 TOYOT 2008 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE

AVENUE N/B
Distance (ft) 30.0 Direction S Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020297 Collision Date 20201016 Time 0855 Day FRI Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20201023 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 19 M A HNBD PROC ST N A 0700 HONDA 2016 - 1 F - L G 2 DRVR 57 F H HNBD STOPPED N A 0700 CHEV 2018 - 3 N - M G DRVR POSSIBL 57 F 1 0 M G 3 DRVR 35 F H HNBD STOPPED N A 0100 HONDA 2002 - 3 N - M G DRVR POSSIBL 35 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TERRACE AVENUE Distance (ft) 50.0 Direction E Secondary Rd BOND STREET NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 020387 Collision Date 20200708 Time 1800 Day WED Primary Collision Factor IMPROP TURN Violation 22107 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20200716 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN W - 9900 - - 3 N - B B 2 PRKD 998 - PARKED E A 0100 AUDI 2009 - 3 N - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 631 ends

01/01/2021 thru 12/31/2021
Report Run On: 12/09/2022
Total Count: 4665
Include State Highways cases
Jurisdiction(s): ALL
Primary Rd TEAGUE AVE Distance (ft) 0.00 Direction Secondary Rd FINE AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist NORTH Beat 00B Type 0 CalTrans Badge P2009 Collision Date 20210109 Time 1952 Day SAT Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20210308 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 18 M H HBD-UI RAN OFF RD E A 0100 DODGE 2020 - 3 A N L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEILMAN AVE Distance (ft) 78.0 Direction N Secondary Rd PINE AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist CENTR Beat 00E Type 0 CalTrans Badge P1388 Collision Date 20210925 Time 1836 Day SAT Primary Collision Factor NOT STATED Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20211012 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 29 M H HBD-UI LFT TURN N A 0800 PLYMO 1999 - - A - M - 2 PRKD 998 - PARKED N A 0100 CHEVR 2002 - - N - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEILMAN AVE Distance (ft) 144. Direction S Secondary Rd SHIELDS AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist CENTR Beat 00C Type 0 CalTrans Badge P1769 Collision Date 20210628 Time 1800 Day MON Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210816 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 44 M H IMP UNK IMP UNK OPPOS LN N A 0100 BMW 2006 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE Distance (ft) 1132 Direction S Secondary Rd DAKOTA NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist B Beat SOUTH Type 0 CalTrans Badge P1322 Collision Date 20210122 Time 0936 Day FRI Primary Collision Factor LANE CHANGE Violation 21658A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210126 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 18 M W HNBD PROC ST S A 0100 FORD 1989 - 3 N - P E Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AV Distance (ft) 33.0 Direction N Secondary Rd MCKINLEY AV NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist 3B Beat 2270 Type 0 CalTrans Badge P1131 Collision Date 20210224 Time 0612 Day WED Primary Collision Factor DRVR ALC|DRG Violation 23152G Collision Type HIT OBJECT Severity FATAL #Killed 1 #Injured 0 Tow Away? Y Process Date 20220914 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 43 M H HBD-UI DRUG RAN OFF RD S A 0100 - 2001 - 3 A 22107 - L H DRVR KILLED 43 M 1 1 L H Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 874 ends

01/01/2022 thru 12/31/2022
Report Run On: 12/01/2023
Total Count: 4806
Include State Highways cases
Jurisdiction(s): ALL
Primary Rd TEMPERANCE AVE Distance (ft) 10.0 Direction N Secondary Rd AMANDA LANE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat 030 Type 3 CalTrans Badge 015106 Collision Date 20220311 Time 0540 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220311 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 23 F O HNBD PROC ST E D 2200 CHEV 2004 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 120. Direction S Secondary Rd BELMONT AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00B Type 0 CalTrans Badge P1259 Collision Date 20220429 Time 1450 Day FRI Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? N Process Date 20220505 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 17 F W HNBD LFT TURN N A 0100 FORD 2016 - 3 N - M G 2 DRVR 47 F H HNBD PROC ST S A 0100 FORD 2016 - 3 N - L G DRVR POSSIBL 47 F 1 0 L G PASS POSSIBL 19 M 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 226. Direction N Secondary Rd CLINTON AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 03B Type 0 CalTrans Badge P2120 Collision Date 20221124 Time 1604 Day THU Primary Collision Factor LANE CHANGE Violation 21658A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20221215 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 60 F W FATG RAN OFF RD N A 0100 KIA 2013 - 3 F - L - Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 500. Direction N Secondary Rd DAKOTA AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00B Type 0 CalTrans Badge P1821 Collision Date 20220607 Time 2145 Day TUE Primary Collision Factor NOT DRIVER Violation Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220620 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithANIMAL Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 35 M W HNBD PROC ST N J 4800 DODGE 2019 - 3 N - M C Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd DAKOTA AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat Type 0 CalTrans Badge P1574 Collision Date 20221013 Time 1530 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20221020 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 35 M H HNBD PROC ST S A 0100 CHEVR 2015 - 3 N - M G 2 BICY 12 M H HNBD WRONG WY W L 0400 BICYC 2021 - 3 A - - V BICY MINOR 12 M 1 1 - V Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 907 ends

Case Listing

Page 244 ends

Report run on: 8/27/2024 242235 Av. 2023 - Av. Aug 26, 2024 Crashes in the City of Fresno, Fresno Co.

Total Count: 7,130
City FRESNO County FRESNO Population 7 Rpt Dist SOUTH Beat 01A Type CalTrans Dist BadgeP2026Crash Date 20230303 Time 2135 Day FRI Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230621 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With FIXED OBJ Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude Longitude Local Rpt # 2303031210 Case ID 82098500 Primary Rd 1925 W BELMONT Distance(ft)297 Direction N Secondary Rd W NIELSEN AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1 DRVR 998 - HBDUNKOTHER - - 9900 TOYOT 2001 - 3 A 0 - - - City FRESNO County FRESNO Population 7 Rpt Dist Beat 181 Type 1 CalTrans Dist Badge 021386Crash Date 20230304 Time 0429 Day SAT Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230308 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.75190 Longitude 119.79147 Local Rpt # 9435-2023-00818 Case ID 92012734 300 BLACKSTONE 9435 Y
AVENUE
STATE ROUTE 180 W

WESTBOUND
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK OTHER W A 0100 CHEV 2016 - 4 N - M B 2 DRVR 35 F A HNBD PROC ST W A 0800 HOND 2016 - 3 N - M G City FRESNO County FRESNO Population 7 Rpt Dist SOUTH Beat 00B Type CalTrans Dist BadgeP2151Crash Date 20230304 Time 0451 Day SAT Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230412 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With FIXED OBJ Lighting DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.77214 Longitude 119.66407 Local Rpt # 2303040177 Case ID 82043483 Primary Rd TEMPERANCE AVE Distance(ft)126 Direction S Secondary Rd CLINTON AVE NCIC 1005 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK PROC ST N A 0100 JEEP 2019 - - A 0 N M - City FRESNO County FRESNO Population 7 Rpt Dist NORTHBeat 00F Type CalTrans Dist BadgeP1540Crash Date 20230304 Time 0904 Day SAT Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230310 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.80860 Longitude 119.74070 Local Rpt # 2303040298 Case ID 82014434 Primary Rd SHAW AVE Distance(ft)I Direction Secondary Rd WOODROW AVE NCIC 1005 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

Page 244 of 2274 ends

Case Listing

Page 801 ends

Report run on: 8/27/2024 242235 Av. 2023 - Av. Aug 26, 2024 Crashes in the City of Fresno, Fresno Co.

Total Count: 7,130
City FRESNO County FRESNO Population 7 Rpt Dist SW Beat D / 26 Type CalTrans Dist BadgeP1298Crash Date 20230718 Time 1105 Day TUE Primary Crash Factor LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230728 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.73880 Longitude 119.78822 Local Rpt # 2307180536 Case ID 82130362 Primary Rd FRESNO ST Distance(ft)30 Direction E Secondary Rd N ST NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK PROC ST E A 0100 HONDA - - N - - - 2 DRVR 44 M B HNBD STOPPED E I 2000 GILG 2017 - 3 N - P G City FRESNO County FRESNO Population 7 Rpt Dist SW Beat 01E Type CalTrans Dist BadgeP2223Crash Date 20230718 Time 1153 Day TUE Primary Crash Factor UNKNOWN Violation 20002A Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230828 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With FIXED OBJ Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.72258 Longitude 119.80096 Local Rpt # 2307180599 Case ID 82155337 Primary Rd POTTLE AVE Distance(ft)60 Direction S Secondary Rd INYO ST NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1 DRVR 998 M IMP UNK IMP UNK PROC ST S A 0100 KIA 2015 - - N - - - City FRESNO County FRESNO Population 7 Rpt Dist SOUTH Beat 00G Type CalTrans Dist BadgeP1094Crash Date 20230718 Time 1251 Day TUE Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230728 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75019 Longitude 119.66392 Local Rpt # 2307180670 Case ID 82130363 Primary Rd TEMPERANCE AVE Distance(ft)I Direction Secondary Rd BELMONT AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 801 of 2274 ends

Case Listing

Page 1152 ends

Report run on: 8/27/2024 242235 Av. 2023 - Av. Aug 26, 2024 Crashes in the City of Fresno, Fresno Co.

Total Count: 7,130
City FRESNO County FRESNO Population 7 Rpt Dist CE Beat Type CalTrans Dist BadgeP2082Crash Date 20231019 Time 2137 Day THU Primary Crash Factor DRVR ALC|DRG Violation 23152B Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231103 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With PKD MV Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.76446 Longitude 119.80496 Local Rpt # 2310191262 Case ID 82227082 Primary Rd MCKINLEY AVE Distance(ft)117 Direction E Secondary Rd ECHO AVE (E) NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 28 F H HBD-UI PROC ST E A 0100 SCION 2008 - 3 N - L G 2 PRKD 998 - PARKED E A 0100 LAND 2017 - 3 N - - -
City FRESNO County FRESNO Population 7 Rpt Dist 5E Beat 1449 Type CalTrans Dist BadgeP874 Crash Date 20231020 Time 0934 Day FRI Primary Crash Factor R-O-W AUTO Violation 21801A Crash Type HEAD-ON Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20231101 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.82285 Longitude 119.84877 Local Rpt # 2310200361 Case ID 82225079 Primary Rd FIGARDEN DR Distance(ft)805 Direction N Secondary Rd BULLARD AVE (E) NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 53 F W HNBD LFT TURN S A 0100 FORD 2018 - 3 N - M G DRVR POSSIBLE 53 F 1 M G 0 2 DRVR 70 M W HNBD PROC ST N A 0100 TOYOT 1999 - 3 N - L G DRVR POSSIBLE 70 M 1 L G 0 City FRESNO County FRESNO Population 7 Rpt Dist 3B Beat 2170 Type CalTrans Dist BadgeP874 Crash Date 20231020 Time 1058 Day FRI Primary Crash Factor STOP SGN|SIG Violation 21457A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20231101 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT FNCT Loc Type Ramp/Int Latitude 36.77077 Longitude 119.66491 Local Rpt # 2310200458 Case ID 82225082 Primary Rd TEMPERANCE AVE Distance(ft)I Direction Secondary Rd CLINTON AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 1152 of 2274 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd BELMONT AVE Distance (ft) 0.00 Direction Secondary Rd PALM AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00B Type 0 CalTrans Badge P1744 Collision Date 20190720 Time 1120 Day SAT Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191107 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithMV ON OTHER RD Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST E A 0100 FORD 2004 - - N - - - 2 DRVR 60 M W HNBD STOPPED E A 0100 MITSU 2012 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE Distance (ft) 5808 Direction E Secondary Rd SAN DIEGO AVE NCIC 9461 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 060 Type 3 CalTrans Badge 019052 Collision Date 20190505 Time 2119 Day SUN Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190513 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 21 F H HNBD RAN OFF RD E A 0100 FORD 2008 - 3 N - M G DRVR MINOR 21 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE Distance (ft) 106. Direction W Secondary Rd SISKIYOU AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 021247 Collision Date 20190306 Time 0500 Day WED Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190308 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN E - 9900 - - 3 N - B B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 012846 Collision Date 20190221 Time 0855 Day THU Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190226 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 21 M H HNBD PROC ST E F 2600 FREI 2015 - 1 F - M G 2 DRVR 47 M H HNBD PROC ST S A 0700 HONDA 2007 - 3 N - L G DRVR POSSIBL 47 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 012846 Collision Date 20190308 Time 0735 Day FRI Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190314 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 31 F H HNBD PROC ST N A 0100 NISSA 2014 - 3 N - L G 2 DRVR 18 M W HNBD PROC ST W A 0100 FORD 2017 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 131 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd BELMONT AVE Distance (ft) 15.0 Direction E Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 020095 Collision Date 20191018 Time 1520 Day FRI Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191029 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 33 F A HNBD PROC ST W A 0700 TOYO 2014 - 3 N - M G 2 DRVR 54 F W HNBD STOPPED W A 0100 GMC 2004 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE W/B Distance (ft) 2112 Direction E Secondary Rd WASHOE AVE NCIC 9461 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 060 Type 3 CalTrans Badge 021056 Collision Date 20190720 Time 1850 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190729 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 M IMP UNK IMP UNK RAN OFF RD W A 0700 CHEVR 2006 - 3 N - M B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE W/B Distance (ft) 605. Direction E Secondary Rd WILLOW AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 015890 Collision Date 20190423 Time 1625 Day TUE Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190426 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 31 M O HNBD ENT TRAF S A 0100 HONDA 2015 - 3 N - M G 2 DRVR 50 F H HNBD PROC ST W A 0100 NISSA 2016 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE. Distance (ft) 0.00 Direction Secondary Rd BRAWLEY AVE. NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 018944 Collision Date 20190828 Time 2130 Day WED Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190904 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 77 F W HNBD PROC ST W A 0100 SUBA 2005 - 3 N - M G 2 DRVR 36 M H HNBD PROC ST N A 0100 TOYO 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVE. Distance (ft) 0.00 Direction Secondary Rd GRANTLAND AVE. NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 020387 Collision Date 20190830 Time 1850 Day FRI Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 5 Tow Away? Y Process Date 20190909 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 27 M H HNBD PROC ST S A 0100 HONDA 2012 - 3 N - M G DRVR POSSIBL 27 M 1 0 M G PASS MINOR 26 F 3 0 L G
PASS POSSIBL 19 M 6 0 L G
2 DRVR 43 M H HNBD PROC ST E A 0100 FORD 2007 - 3 N - L G DRVR POSSIBL 43 M 1 0 L G PASS POSSIBL 50 F 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 132 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd CLINTON AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018892 Collision Date 20190118 Time 1338 Day FRI Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190128 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST E - 9900 - - 3 N - B B 2 DRVR 58 F W HNBD LFT TURN S A 0100 NISS 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CLINTON AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018892 Collision Date 20191020 Time 1440 Day SUN Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20191101 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 70 M O HNBD PROC ST W A 0100 TOYT 2017 - 3 N - M G PASS COMP PN 58 F 3 0 M G 2 DRVR 49 F H HNBD PROC ST S D 2200 CHEV 1998 - 3 N - L G PASS COMP PN 80 M 3 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CLINTON AVE Distance (ft) 12.0 Direction W Secondary Rd VALENTINE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 014672 Collision Date 20190107 Time 0830 Day MON Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190111 Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 68 M W HNBD STOPPED E A 0100 HYUN 2015 - 3 N - M G 2F DRVR 998 M H IMP UNK IMP UNK PROC ST N A 0100 - - 3 N - B B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CLINTON AVE Distance (ft) 30.0 Direction W Secondary Rd VAN NESS NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist CENTR Beat 2254 Type 0 CalTrans Badge P1239 Collision Date 20191220 Time 1718 Day FRI Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191230 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 18 M H HNBD CHANG LN E A 0700 VOLKS 2010 - 2 M - M G 2 DRVR 62 M W HNBD STOPPED E A 0700 FORD 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd CLINTON AVE Distance (ft) 177. Direction W Secondary Rd VAN NESS BLVD NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist CENTR Beat 00C Type 0 CalTrans Badge P1689 Collision Date 20191126 Time 1237 Day TUE Primary Collision Factor LANE CHANGE Violation 21658A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20191203 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 42 F H HNBD PROC ST E A 0100 NISSA 2018 - 3 N - L G DRVR POSSIBL 42 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 231 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd OLIVE AVE Distance (ft) 0.00 Direction Secondary Rd ROOSEVELT AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist CENTR Beat Type 0 CalTrans Badge P1601 Collision Date 20191029 Time 1256 Day TUE Primary Collision Factor WRONG SIDE Violation 216501 Collision Type OTHER Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20191113 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F BICY 54 F H HNBD PROC ST E L 0400 - - 3 A - - V BICY POSSIBL 54 F 9 1 - V 2 DRVR 51 M A HNBD RGT TURN S J 4800 FORD 2011 - 3 A - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 800. Direction W Secondary Rd SR-145 N/B NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Kerman County Fresno Population 2 Rpt Dist Beat 010 Type 3 CalTrans Badge 021119 Collision Date 20190120 Time 1230 Day SUN Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190211 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 M H IMP UNK IMP UNK OTHER W A 0100 - - 3 N - B B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE AVENCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019705 Collision Date 20191117 Time 2305 Day SUN Primary Collision Factor UNKNOWN Violation Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191213 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 20 M W HNBD LFT TURN N A 0100 HOND 2002 - 3 N - L G 2 DRVR 21 M A HNBD RGT TURN S A 0100 ACUR 2003 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 1056 Direction E Secondary Rd VALENTINE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 018926 Collision Date 20190728 Time 1118 Day SUN Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away? Y Process Date 20190805 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 56 M H HNBD LFT TURN E D 2200 FORD 1999 - 3 N - M G 2 DRVR 33 M W HNBD PROC ST W A 0100 HOND 1997 - 3 N - L G DRVR POSSIBL 33 M 2 0 L G PASS POSSIBL 16 F 3 0 L G
PASS POSSIBL 7 F 6 0 P Q
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVE Distance (ft) 350. Direction W Secondary Rd VALENTINE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 019926 Collision Date 20190909 Time 2020 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190917 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 29 F H HNBD UNS TURN E D 2200 CHEV 2008 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 761 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd OLIVE AVENUE Distance (ft) 0.00 Direction Secondary Rd GRANTLAND NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 020481 Collision Date 20190302 Time 1525 Day SAT Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190308 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 25 F H HNBD STOPPED N A 0100 TOYT 2013 - 3 N - M G 2 DRVR 37 F H HNBD PROC ST W D 2200 CHEV 1999 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVENUE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018746 Collision Date 20190630 Time 1235 Day SUN Primary Collision Factor R-O-W AUTO Violation 21800C Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190710 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 66 F A HNBD LFT TURN E A 0100 TOYOT 2006 - 3 N - M G 2 DRVR 38 F A HNBD PROC ST N A 0100 LEXUS 2016 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVE AVENUE Distance (ft) 0.00 Direction Secondary Rd VALENTINE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 020064 Collision Date 20190503 Time 1815 Day FRI Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away? Y Process Date 20190514 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 25 M O HNBD PROC ST S A 0100 TOYT 1996 - 3 N - L G DRVR POSSIBL 25 M 1 0 L G PASS POSSIBL 27 M 3 0 L G
PASS POSSIBL 24 M 4 0 M G
2 DRVR 54 M H HNBD PROC ST W D 2200 FORD 2004 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVER AVE Distance (ft) 1584 Direction N Secondary Rd SR-180 NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 015890 Collision Date 20190118 Time 1950 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type OVERTURNED Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190130 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithNON-CLSN Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 66 F W HNBD UNS TURN S A 0700 VOLVO 2008 - 3 N - L G DRVR MINOR 66 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd OLIVER AVE Distance (ft) 1056 Direction N Secondary Rd SR-180 NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019610 Collision Date 20190118 Time 2133 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190125 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithPKD MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 22 M W HNBD PROC ST S D 2200 DODG 2005 - 3 N - M G 2 PRKD 998 - PARKED W F 5500 INTL 1999 - - N - - -
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 764 ends

I
01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd TEMPERANCE AVE Distance (ft) 100. Direction N Secondary Rd BELMONT AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019635 Collision Date 20190820 Time 1630 Day TUE Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190828 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 39 M H HNBD FATG PROC ST S D 2200 FORD 1997 - 3 N - M G 2 DRVR 43 F A HNBD SLOWING S A 0700 TOYO 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVE. NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021148 Collision Date 20190816 Time 2145 Day FRI Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190903 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 19 M W HNBD PROC ST N A 0100 NISS 2012 - 3 N - L G 2 DRVR 27 M H HNBD PROC ST E D 2200 CHEV 1990 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 23.0 Direction N Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018746 Collision Date 20190312 Time 1630 Day TUE Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190315 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN S - 9900 - - 3 N - B B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CHURCH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021119 Collision Date 20190729 Time 1900 Day MON Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20190816 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 29 M H HNBD PROC ST W D 2200 NISSA 1997 - 3 N - L G DRVR SERIOUS 29 M 1 0 L G 2 DRVR 43 M W HNBD PROC ST S D 2200 DODGE 2013 - 3 N - L G DRVR SERIOUS 43 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CLARKSON AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 015755 Collision Date 20191022 Time 0740 Day TUE Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20191104 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 24 M H HNBD PROC ST S D 2200 CHEV 2003 - 3 N - L G 2 DRVR 43 M H HNBD PROC ST W M 4600 ORC-R 2018 - 3 N - P A Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1492 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CLINTON AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 019705 Collision Date 20190111 Time 0645 Day FRI Primary Collision Factor R-O-W AUTO Violation 21453C Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20190125 Weather1 FOG Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK LFT TURN N A 0100 - - 3 N - B B 2 DRVR 51 M H HNBD PROC ST S A 0700 ACUR 2002 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 120. Direction N Secondary Rd KINGS CANYON NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 019856 Collision Date 20191012 Time 1050 Day SAT Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20191021 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 22 M H HNBD PROC ST N A 0100 TOYT 1999 - 3 F - M G 2 DRVR 34 M O HNBD STOPPED N A 0700 FORD 2014 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd LINCOLN AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021247 Collision Date 20190825 Time 1845 Day SUN Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190903 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 32 F W HNBD PROC ST S A 0100 NISS 2017 - 3 N - M G 2 DRVR 36 M W HNBD PROC ST W A 0700 GMC 2004 - 3 N - M G DRVR MINOR 36 M 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 1056 Direction N Secondary Rd MCKINLEY AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019635 Collision Date 20190722 Time 1445 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190730 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 25 M W HNBD UNS TURN S A 0700 TOYO 2008 - 3 F - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 017310 Collision Date 20190525 Time 1130 Day SAT Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20190604 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 61 F O HNBD PROC ST S A 0100 NISSA 2017 - 3 N - L G 2 DRVR 19 M O HNBD PROC ST E A 0100 LEXUS 1998 - 3 N - L G DRVR POSSIBL 19 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1493 ends

01/01/2019 thru 12/31/2019
Report Run On: 12/08/2022
Total Count: 7861
Include State Highways cases
County: Fresno
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd AMERICAN NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20190520 Time 0856 Day MON Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 3 Tow Away? Y Process Date 20190524 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 48 M H HNBD PROC ST S D 2200 FORD 2016 - 3 N - L G DRVR SERIOUS 48 M 1 0 L G 2 DRVR 33 M H HNBD PROC ST W E 2235 DODGE 2017 - 3 N - L G DRVR SERIOUS 33 M 1 0 L G PASS SERIOUS 26 M 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd AMERICAN NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20190912 Time 0955 Day THU Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20190918 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 35 M W HNBD PROC ST S A 0700 FORD 2017 - 3 N - L G DRVR MINOR 35 M 1 0 L G 2 DRVR 53 M W HNBD PROC ST E G 2531 VOLV 2007 - 3 N - L G DRVR MINOR 53 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd BELMONT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019451 Collision Date 20190530 Time 2054 Day THU Primary Collision Factor R-O-W AUTO Violation 21800A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? N Process Date 20190607 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST N - 9900 - - 3 N - B B 2 DRVR 35 F H HNBD LFT TURN S A 0800 TOYO 2008 - 3 N - M G PASS POSSIBL 39 M 3 0 M G PASS POSSIBL 11 F 6 0 M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20190828 Time 0645 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20190904 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 58 M W HNBD PROC ST S A 0700 KIA 2019 - 3 N - L G DRVR MINOR 58 M 1 0 L G 2 DRVR 51 M H HNBD PROC ST W G 2533 PTBT 2020 - 3 N - M G DRVR MINOR 51 M 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013703 Collision Date 20190905 Time 0730 Day THU Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20190913 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 20 F H HNBD PROC ST N A 0100 HONDA 2005 - 3 N - M G 2 DRVR 53 M O HNBD PROC ST E D 2200 FORD 2003 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1495 ends

01/01/2020 thru 12/31/2020
Report Run On: 10/21/2021
Total Count: 8913
Include State Highways cases
County: Fresno
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 019856 Collision Date 20200107 Time 1720 Day TUE Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 5 Tow Away? Y Process Date 20200117 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 66 F H HNBD RGT TURN S A 0100 CHEV 2019 - 3 N - L G 2 DRVR 40 M H HNBD PROC ST W D 2200 FORD 2003 - 3 N - M G DRVR POSSIBL 40 M 1 0 M G PASS POSSIBL 27 M 3 0 M G
PASS POSSIBL 33 M 4 0 P G
PASS POSSIBL 33 M 5 0 P G
PASS POSSIBL 49 M 6 0 P G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 015890 Collision Date 20200806 Time 1158 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20200817 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 83 M W HNBD PROC ST N D 2200 CHEV 2018 - 3 N - M G 2 DRVR 54 F H HNBD PROC ST W A 0700 CADI 2007 - 3 N - M G PASS POSSIBL 21 F 2 0 M G 3 DRVR 23 M W HNBD STOPPED S A 0100 TOYOT 2012 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 2550 Direction N Secondary Rd CHURCH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020887 Collision Date 20200803 Time 1815 Day MON Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20200811 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 20 M H HNBD PROC ST N A 0100 HONDA 2000 - 1 N - L G 2 DRVR 44 M H HNBD SLOWING N A 0100 HONDA 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CLINTON AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00D Type 0 CalTrans Badge P1337 Collision Date 20201107 Time 1944 Day SAT Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210104 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - ST Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 21 M H HBD-UI PROC ST N A 0100 HONDA 2005 - 3 N - M G 2 DRVR 44 M H HNBD STOPPED N A 0700 JEEP 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1667 ends

I
01/01/2021 thru 12/31/2021
Report Run On: 10/31/2022
Total Count: 10312
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd BELMONT AVENUE Distance (ft) 35.0 Direction W Secondary Rd RT 145 NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 020942 Collision Date 20210527 Time 1726 Day THU Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20210607 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 53 M H HNBD FATG PROC ST S A 0700 CHEV 2011 - 3 N - M G 2 DRVR 28 M H HNBD STOPPED E A 0100 FORD 2008 - 3 N - M G DRVR POSSIBL 28 M 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd SR-145 NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 015095 Collision Date 20211008 Time 0645 Day FRI Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20211029 Weather1 CLOUDY Weather2 RAINING Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 54 M H HNBD LFT TURN E A 0800 DODG 2002 - 3 N - M G 2 DRVR 70 M H HNBD PROC ST W A 0100 TOYT 2011 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 016911 Collision Date 20210625 Time 2500 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20210701 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST E - 9900 - - 3 A 22107 - - - Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020019 Collision Date 20211120 Time 0615 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20211124 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN N - 9900 - - 4 N - B B Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 100. Direction W Secondary Rd TRIMMER NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021165 Collision Date 20210312 Time 1925 Day FRI Primary Collision Factor IMPROP TURN Violation 22107 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20210319 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 24 F H HNBD UNS TURN W A 0700 TOYO 2016 - 3 N - L G DRVR POSSIBL 24 F 1 0 L G 2 DRVR 45 M H HNBD PROC ST W G 2733 FREI 2013 - 3 N - M G DRVR MINOR 45 M 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 192 ends

01/01/2021 thru 12/31/2021
Report Run On: 10/31/2022
Total Count: 10312
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE AV Distance (ft) 6.00 Direction W Secondary Rd TEMPERENCE AV NCIC 1004 State Hwy? Route Postmile Prefix Postmile Side of Hwy City Fowler County Fresno Population 2 Rpt Dist FOWLE Beat Type 0 CalTrans Badge G074 Collision Date 20210925 Time 2129 Day SAT Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? Process Date 20211106 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 20 M W HNBD LFT TURN W A 0700 - 2004 A - J - L H Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 12.0 Direction N Secondary Rd AMANDA LN NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 019705 Collision Date 20210213 Time 2222 Day SAT Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210217 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 38 F W HNBD UNS TURN N A 0100 AUDI 2012 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd BELMONT AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 018914 Collision Date 20210322 Time 1555 Day MON Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20210409 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 61 M H HNBD LFT TURN S D 2200 GMC 2020 - 3 N - M G 2 DRVR 36 F O HNBD PROC ST E A 0100 HONDA 2015 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 1280 Direction N Secondary Rd HAMILTON AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SE Beat 00G Type 0 CalTrans Badge P1675 Collision Date 20210105 Time 1800 Day TUE Primary Collision Factor UNKNOWN Violation 22110A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210326 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 REDUCED RD Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 38 M W HNBD PASSING S I 1100 CHEVR 2017 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd NORTH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020824 Collision Date 20211215 Time 1940 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20211220 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 19 F W HNBD PROC ST N A 0100 NISS 2019 - 3 N - L G DRVR POSSIBL 19 F 1 0 L G 2 DRVR 35 F W HNBD PROC ST E A 0100 KIA 2017 - 3 N - L G DRVR POSSIBL 35 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1936 ends

01/01/2021 thru 12/31/2021
Report Run On: 10/31/2022
Total Count: 10312
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018914 Collision Date 20210218 Time 1725 Day THU Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210302 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 20 M W HBD-UI PROC ST S A 0700 CHEV 2005 - 3 A 22450 - M G 2 DRVR 65 M W HNBD PROC ST E A 0100 JEEP 1990 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 200. Direction N Secondary Rd BELMONT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018914 Collision Date 20210218 Time 1727 Day THU Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210302 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 20 M W HNBD PROC ST S A 0700 CHEV 2005 - 3 A 22350 - M G 2 DRVR 44 M A HNBD STOPPED S A 0100 JEEP 2016 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20210106 Time 1110 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210112 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 18 M H HNBD PROC ST N D 2200 CHEV 2004 - 3 N - M G 2 DRVR 37 F H HNBD PROC ST W G 2633 PTRB 2020 - 3 N - P G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 2530 Direction S Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20210217 Time 2500 Day WED Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210226 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK UNS TURN N A 0100 LEXUS 2015 - 3 N - - - Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd CENTRAL AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 019789 Collision Date 20210326 Time 0746 Day FRI Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210405 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST S A 0100 HONDA 1997 - 3 N - B B 2 DRVR 25 M H HNBD PROC ST E D 2200 FORD 2004 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1937 ends

01/01/2021 thru 12/31/2021
Report Run On: 10/31/2022
Total Count: 10312
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
3 DRVR 56 M H HNBD STOPPED S H 1300 INTL 2016 - 3 N - P G Primary Rd TEMPERANCE
AVENUE
Distance (ft) 30.0 Direction N Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 017165 Collision Date 20210216 Time 2130 Day TUE Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20210323 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST S - 9900 - - 3 N - B B 2 DRVR 46 M A HNBD STOPPED S A 0800 CHRY 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021165 Collision Date 20210531 Time 1530 Day MON Primary Collision Factor R-O-W AUTO Violation 21800A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210609 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 42 F H HNBD PROC ST N D 2200 TOYT 2017 - 4 N - M G 2 DRVR 56 M H HNBD PROC ST E A 0100 NISS 2014 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd SOUTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 013660 Collision Date 20210129 Time 1320 Day FRI Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210203 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 31 M W HNBD PROC ST N A 0700 TOYOT 2014 - 3 N - L G 2 DRVR 65 M H HNBD PROC ST E D 2200 NISSA 1991 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 230. Direction N Secondary Rd SR-180 NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 018934 Collision Date 20211106 Time 0925 Day SAT Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20211208 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 23 M W HNBD PROC ST N D 2200 TOYT 2006 - 3 A 21453 - L G 2 DRVR 51 M A HNBD PROC ST W A 0700 TOYT 2006 - 3 N - M G DRVR POSSIBL 51 M 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 110. Direction S Secondary Rd WALTER AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018944 Collision Date 20210813 Time 0245 Day FRI Primary Collision Factor NOT DRIVER Violation Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20210823 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithANIMAL Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 61 M H HNBD PROC ST S C 0200 HD 2011 - 3 N - - W DRVR SERIOUS 61 M 1 1 P W Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1941 ends

|
01/01/2021 thru 12/31/2021
Report Run On: 10/31/2022
Total Count: 10312
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd CHURCH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020824 Collision Date 20210829 Time 1755 Day SUN Primary Collision Factor WRONG SIDE Violation 21460C Collision Type SIDESWIPE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20210903 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 42 M A HNBD PASSING N A 0700 TOYT 2017 - 3 N - M G 2 DRVR 49 M H HNBD LFT TURN N A 0100 NISS 2012 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 70.0 Direction N Secondary Rd CLINTON AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 016911 Collision Date 20210305 Time 0156 Day FRI Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20210318 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 27 F H HBD-UI RAN OFF RD N A 0100 NISS 2006 - 3 A 22107 - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd LINCOLN AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20211027 Time 1115 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20211104 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithNON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 M W HNBD PROC ST S A 0100 HOND 2018 - 3 N - L G 2 DRVR 24 M H HNBD PROC ST E D 2200 FORD 2019 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd MANNING AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 040 Type 3 CalTrans Badge 013660 Collision Date 20210929 Time 0630 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20211001 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 24 M H HNBD PROC ST N A 0100 NISS 2013 - 4 N - M G 2 DRVR 44 M H HNBD PROC ST W A 0100 TOYT 2008 - 4 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 175. Direction S Secondary Rd MCKENZIE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 016911 Collision Date 20210624 Time 0150 Day THU Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20210701 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 34 M A HBD-UI PROC ST S A 0100 AUDI 2008 - 3 A 22107 - L G DRVR SERIOUS 34 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1939 ends

01/01/2022 thru 12/31/2022
Report Run On: 10/25/2023
Total Count: 10271
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd BELMONT AVENUE Distance (ft) 15.0 Direction E Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 017310 Collision Date 20220114 Time 0815 Day FRI Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? N Process Date 20220121 Weather1 FOG Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 32 M W HNBD PROC ST N A 0100 FORD 2017 - 3 N - L G 2 DRVR 37 F H HNBD SLOWING W A 0100 TOYT 2020 - 3 N - L G DRVR POSSIBL 37 F 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd TEMPERANCE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020062 Collision Date 20220502 Time 2120 Day MON Primary Collision Factor R-O-W AUTO Violation 21800A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220503 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 64 M H HNBD PROC ST E A 0700 CHEV 2002 - 3 N - M G 2 DRVR 27 M O HNBD PROC ST S A 0100 HOND 2017 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd VINELAND NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 021386 Collision Date 20220524 Time 2110 Day TUE Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220601 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 35 M W HNBD PROC ST W D 2200 CHEV 2007 - 3 N - M G 2 DRVR 34 F H HNBD LFT TURN W A 0100 NISS 2010 - 3 N - M G DRVR POSSIBL 34 F 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 0.00 Direction Secondary Rd WILLOW AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020942 Collision Date 20220509 Time 1445 Day MON Primary Collision Factor STOP SGN|SIG Violation 21453A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220513 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 57 F W HNBD PROC ST S A 0100 FORD 2016 - 3 N - L G DRVR POSSIBL 57 F 1 0 L G 2 DRVR 45 M H HNBD PROC ST E D 2200 CHEV 2010 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd BELMONT AVENUE Distance (ft) 128. Direction W Secondary Rd WILLOW AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 020592 Collision Date 20220815 Time 0745 Day MON Primary Collision Factor R-O-W AUTO Violation 21804A Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220819 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 35 M H HNBD BACKING W A 0100 HOND 2006 - 3 N - M G 2 DRVR 32 F H HNBD PROC ST W A 0100 CHEV 2013 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 205 ends

01/01/2022 thru 12/31/2022
Report Run On: 10/25/2023
Total Count: 10271
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd BELMONT AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021299 Collision Date 20220108 Time 1745 Day SAT Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220117 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 22 F W HNBD PROC ST W A 0100 VOLK 2008 - 3 N - M G 2 DRVR 52 M A HNBD PROC ST N A 0700 TOYT 2018 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 120. Direction S Secondary Rd BELMONT AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00B Type 0 CalTrans Badge P1259 Collision Date 20220429 Time 1450 Day FRI Primary Collision Factor R-O-W AUTO Violation 21801A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? N Process Date 20220505 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 17 F W HNBD LFT TURN N A 0100 FORD 2016 - 3 N - M G 2 DRVR 47 F H HNBD PROC ST S A 0100 FORD 2016 - 3 N - L G DRVR POSSIBL 47 F 1 0 L G PASS POSSIBL 19 M 3 0 L G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd CHURCH AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 021312 Collision Date 20221212 Time 1748 Day MON Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 2 Tow Away? Y Process Date 20230103 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev NT FNCT Loc Type Ramp/Int 1F DRVR 44 M H HBD-NUI PROC ST W D 2200 FORD 2018 - 1 N - L G DRVR MINOR 44 M 1 0 L G 2 DRVR 22 M A HNBD PROC ST S A 0100 HOND 2011 - 3 N - L G DRVR POSSIBL 22 M 1 0 L G 3 DRVR 59 M W HNBD SLOWING E A 0700 JEEP 2018 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 226. Direction N Secondary Rd CLINTON AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 03B Type 0 CalTrans Badge P2120 Collision Date 20221124 Time 1604 Day THU Primary Collision Factor LANE CHANGE Violation 21658A Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20221215 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 60 F W FATG RAN OFF RD N A 0100 KIA 2013 - 3 F - L - Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 500. Direction N Secondary Rd DAKOTA AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SOUTH Beat 00B Type 0 CalTrans Badge P1821 Collision Date 20220607 Time 2145 Day TUE Primary Collision Factor NOT DRIVER Violation Collision Type OTHER Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220620 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithANIMAL Lighting DARK - ST Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1 DRVR 35 M W HNBD PROC ST N J 4800 DODGE 2019 - 3 N - M C Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1933 ends

01/01/2022 thru 12/31/2022
Report Run On: 10/25/2023
Total Count: 10271
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd DAKOTA AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat Type 0 CalTrans Badge P1574 Collision Date 20221013 Time 1530 Day THU Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20221020 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 35 M H HNBD PROC ST S A 0100 CHEVR 2015 - 3 N - M G 2 BICY 12 M H HNBD WRONG WY W L 0400 BICYC 2021 - 3 A - - V BICY MINOR 12 M 1 1 - V Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 30.0 Direction N Secondary Rd DAKOTA AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SE Beat 1969 Type 0 CalTrans Badge P1208 Collision Date 20221211 Time 0643 Day SUN Primary Collision Factor TOO CLOSE Violation 21703 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20230119 Weather1 CLOUDY Weather2 Rdwy Surface WET Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DUSK/DAWNPed Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 24 F W HBD-UI PROC ST S A 0100 CHRYS 2012 - - A - L E 2 DRVR 40 F O HNBD STOPPED S A 0100 ACURA 2021 - - N - M E Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 490. Direction N Secondary Rd KINGS CANYON NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist Beat 034 Type 3 CalTrans Badge 021357 Collision Date 20220402 Time 1419 Day SAT Primary Collision Factor LANE CHANGE Violation 21658A Collision Type SIDESWIPE Severity INJURY #Killed 0 #Injured 2 Tow Away? N Process Date 20220411 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 54 F O HNBD CHANG LN N A 0700 MERZ 2007 - 3 N - M G DRVR POSSIBL 54 F 1 0 M G 2 DRVR 35 M A HNBD PROC ST N A 0700 HOND 2014 - 3 N - L G DRVR POSSIBL 35 M 1 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd OLIVE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 020887 Collision Date 20220814 Time 1805 Day SUN Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220824 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 58 M A HNBD PROC ST S A 0100 LEXS 2010 - 3 N - M G 2 DRVR 38 M A HNBD PROC ST E D 2200 TOYT 2002 - 3 N - M G 3 DRVR 31 F H HNBD STOPPED N A 0100 HOND 2017 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd OLIVE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020586 Collision Date 20221106 Time 1830 Day SUN Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221109 Weather1 CLOUDY Weather2 RAINING Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithBICYCLE Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 33 F A HNBD PROC ST W A 0100 DODG 2019 - 3 N - M G 2F BICY 32 F W HNBD PROC ST N L 0400 - - 3 N - - P
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1934 ends

01/01/2022 thru 12/31/2022
Report Run On: 10/25/2023
Total Count: 10271
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd OLIVE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 020586 Collision Date 20221216 Time 1920 Day FRI Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221222 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 19 M H HNBD PROC ST N A 0100 BMW 2013 - 3 N - M G 2 DRVR 34 M W HNBD PROC ST E A 0100 TOYT 2005 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 0.00 Direction Secondary Rd SHIELDS AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist FRESN Beat 2069 Type 0 CalTrans Badge P864 Collision Date 20220408 Time 1513 Day FRI Primary Collision Factor R-O-W AUTO Violation 21453C Collision Type BROADSIDE Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220415 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 43 M B HNBD LFT TURN N A 0100 TOYOT 2014 - 3 N - L G 2 DRVR 39 M H HNBD PROC ST S D 2200 FORD 2022 - 3 N - L G DRVR POSSIBL 39 M 1 0 M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE AVE Distance (ft) 547. Direction S Secondary Rd SHIELDS AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City Fresno County Fresno Population 7 Rpt Dist SE Beat 00B Type 0 CalTrans Badge P2096 Collision Date 20220725 Time 0732 Day MON Primary Collision Factor IMPROP TURN Violation 22107 Collision Type HIT OBJECT Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220727 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 65 M A HNBD FATG RAN OFF RD N D 2300 TOYOT 1995 - 3 F - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 120. Direction S Secondary Rd AMANDA LANE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 021386 Collision Date 20220204 Time 2235 Day FRI Primary Collision Factor DRVR ALC|DRG Violation 23152A Collision Type HIT OBJECT Severity INJURY #Killed 0 #Injured 1 Tow Away? Y Process Date 20220214 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithFIXED OBJ Lighting DARK - NO Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 40 M A HBD-UI UNS TURN S A 0100 ACUR 2012 - 3 A 22107 - L G PASS MINOR 21 F 3 0 L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 35.0 Direction S Secondary Rd BELMONT NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 025 Type 3 CalTrans Badge 018746 Collision Date 20221019 Time 1220 Day WED Primary Collision Factor UNSAFE SPEED Violation 22350 Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221026 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithMV ON OTHER RD Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int 1F DRVR 62 M W HNBD PROC ST N D 2200 FORD 2014 - 3 N - M G 2 DRVR 26 F W HNBD STOPPED N A 0700 DODG 2021 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1935 ends

01/01/2022 thru 12/31/2022
Report Run On: 10/25/2023
Total Count: 10271
Include State Highways cases
County: Fresno
*Report restricted to 10000 records
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20220311 Time 0820 Day FRI Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220318 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 70 M O HNBD PROC ST S A 0700 ACUR 2020 - 3 N - M G 2 DRVR 49 M A HNBD PROC ST W A 0100 HOND 2011 - 3 N - L G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd NORTH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 014363 Collision Date 20221221 Time 0940 Day WED Primary Collision Factor R-O-W AUTO Violation 21802A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20221229 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 25 M A HNBD ENT TRAF S A 0700 TOYT 2023 - 3 N - M G 2 DRVR 30 M H PROC ST E D 2200 GMC 2013 - 3 N - M G
Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 034 Type 3 CalTrans Badge 018914 Collision Date 20220211 Time 2030 Day FRI Primary Collision Factor R-O-W AUTO Violation 21800A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220224 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DARK - NO Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 23 M H HNBD PROC ST N A 0100 NISS 2014 - 3 N - M G 2 DRVR 24 M H HNBD PROC ST E A 0700 TOYT 2007 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 010 Type 3 CalTrans Badge 018746 Collision Date 20220420 Time 1050 Day WED Primary Collision Factor UNKNOWN Violation Collision Type REAR END Severity PDO #Killed 0 #Injured 0 Tow Away? N Process Date 20220427 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1 DRVR 18 M H HNBD RGT TURN S A 0100 TOYT 2021 - 3 N - M G 2 DRVR 30 M O HNBD RGT TURN S A 0100 TESL 2021 - 3 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info
Primary Rd TEMPERANCE
AVENUE
Distance (ft) 0.00 Direction Secondary Rd OLIVE AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy City UNINCORP. County Fresno Population 9 Rpt Dist Beat 030 Type 3 CalTrans Badge 018609 Collision Date 20220903 Time 1116 Day SAT Primary Collision Factor STOP SGN|SIG Violation 22450A Collision Type BROADSIDE Severity PDO #Killed 0 #Injured 0 Tow Away? Y Process Date 20220914 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run MSDMNR Motor Vehicle Involved WithOTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int 1F DRVR 998 - IMP UNK IMP UNK PROC ST - - 9900 - - 4 N - - - 2 DRVR 19 M W HNBD PROC ST E A 0100 CHEV 2015 - 2 N - M G Party Info
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre Dir SW Veh CHP Veh Make Year SP Info OAF1 Viol OAF2 Safety Equip ROLE Ext Of Inj AGE Sex Seat Pos Safety EQUIP Ejected Victim Info

Page 1939 ends

Case Listing

Page 87 ends

Report run on: 9/11/2024 242325 Av. Jan 1, 2023 - Av. Jun 30, 2023 Crashes in Fresno Co.

Total Count: 5,017
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 060 Type 3 CalTrans Dist Badge 020540Crash Date 20230112 Time 0755 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20230406 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.64142 Longitude 119.34003 Local Rpt # 9435-2023-00141 Case ID 92038561 Primary Rd HILL AVENUE Distance(ft)423 Direction N Secondary Rd CLAYTON AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1 DRVR 33 M H HNBD U-TURN N J 4800 HYUN 2022 - 1 F - L G DRVR POSSIBLE 33 M 1 L G 0 2F DRVR 29 F H HNBD PROC ST N A 0700 DODG 2018 - 3 N - L G DRVR POSSIBLE 29 F 1 L G 0 3 PRKD 998 - STOPPED N E 2235 CHEV 2019 - 3 N - - -
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 015106Crash Date 20230112 Time 0800 Day THU Primary Crash Factor UNKNOWN Violation Crash Type OTHER Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230113 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.75740 Longitude 119.66401 Local Rpt # 9435-2023-00144 Case ID 91967839 Primary Rd TEMPERANCE AVE Distance(ft)15 Direction S Secondary Rd OLIVE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1 DRVR 37 F O HNBD STOPPED N A 0800 TOYT 2016 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 107 Type 1 CalTrans Dist Badge 020062Crash Date 20230112 Time 0821 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230123 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 REDUCED RD WDTH Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.58568 Longitude 119.63954 Local Rpt # 9435-2023-00137 Case ID 91974402 Primary Rd SR99 NORTHBOUNDDistance(ft)4224 Direction N Secondary Rd FLORAL AVENUE NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 28 F H HNBD SLOWING N A 0700 FORD 2008 - 3 N - L G DRVR POSSIBLE 28 F 1 L G 0 2 DRVR 46 M W HNBD STOPPED N A 0700 HYUN 2022 - 3 N - L G 3 DRVR 32 F A HNBD STOPPED N A 0100 HOND 2020 - 3 N - M G 4 DRVR 34 M O HNBD SLOWING N G 2531 FRHT 2009 - 3 N - P G

Page 87 of 1580 ends

Case Listing

Page 232 ends

Report run on: 9/11/2024 242325 Av. Jan 1, 2023 - Av. Jun 30, 2023 Crashes in Fresno Co.

Total Count: 5,017
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 060 Type 3 CalTrans Dist Badge 016507Crash Date 20230130 Time 1525 Day MON Primary Crash Factor IMPROP TURN Violation 22107 Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20230206 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.60306 Longitude 119.33167 Local Rpt # 9435-2023-00374 Case ID 91987407 Primary Rd MANNING AVE Distance(ft)150 Direction E Secondary Rd MONSON AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 18 F H HNBD UNS TURN E A 0100 CHEV 2016 - 3 N - M G DRVR POSSIBLE 18 F 1 M G 0 City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 181 Type 1 CalTrans Dist Badge 020680Crash Date 20230130 Time 1533 Day MON Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230131 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.74828 Longitude 119.80056 Local Rpt # 9435-2023-00375 Case ID 91983041 Primary Rd SR-180 E/B Distance(ft)25 Direction W Secondary Rd FULTON ST NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK PROC ST E - 9900 - - 3 N - B B 2 DRVR 28 M H HNBD SLOWING E D 2200 RAM 2019 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 021687Crash Date 20230130 Time 1553 Day MON Primary Crash Factor UNKNOWN Violation Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230201 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75748 Longitude 119.66404 Local Rpt # 9435-2023-00377 Case ID 91984357 TEMPERANCE I OLIVE AVENUE 9435 N
AVENUE
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

Page 232 of 1580 ends

Case Listing

Page 868 ends

Report run on: 9/11/2024 242325 Av. Jan 1, 2023 - Av. Jun 30, 2023 Crashes in Fresno Co.

Total Count: 5,017
City FRESNO County FRESNO Population 7 Rpt Dist CE Beat 02B Type CalTrans Dist BadgeC248 Crash Date 20230412 Time 1930 Day WED Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231018 Weather1 Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With MV ON OTHER RD Lighting DUSK/DAWN Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.78666 Longitude 119.81746 Local Rpt # 2304121136 Case ID 82201832 Primary Rd FRUIT AVE Distance(ft)15 Direction E Secondary Rd DAKOTA AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - PROC ST N A 0100 AUDI 2016 - - G - - -
2 DRVR 28 M H STOPPED N A 0100 CHEVR 2018 - 3 N - M A
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 025 Type 3 CalTrans Dist Badge 018746Crash Date 20230412 Time 2035 Day WED Primary Crash Factor R-O-W AUTO Violation 21800A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230424 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - NO ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75751 Longitude 119.66404 Local Rpt # 9435-2023-01447 Case ID 92051522 TEMPERANCE I OLIVE AVENUE 9435 N
AVENUE
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 32 F O HNBD PROC ST S A 0700 LNDR 2020 - 3 N - M G 2 DRVR 21 F H HNBD PROC ST W A 0100 CHEV 2018 - 3 N - M G City FRESNO County FRESNO Population 7 Rpt Dist CE Beat 00B Type CalTrans Dist BadgeP1806Crash Date 20230412 Time 2041 Day WED Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230428 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.78987 Longitude 119.79113 Local Rpt # 2304121217 Case ID 82056339 Primary Rd BLACKSTONE AVE Distance(ft)I Direction Secondary Rd GRIFFITH WAY NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 868 of 1580 ends

Case Listing

Page 935 ends

Report run on: 9/11/2024 242325 Av. Jan 1, 2023 - Av. Jun 30, 2023 Crashes in Fresno Co.

Total Count: 5,017
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 060 Type 3 CalTrans Dist Badge 020540Crash Date 20230420 Time 0534 Day THU Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230421 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.58950 Longitude 119.39504 Local Rpt # 9435-2023-01464 Case ID 92050767 Primary Rd ALTA AVENUE Distance(ft)I Direction Secondary Rd DINUBA AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 47 M H HNBD PROC ST W D 2200 TOYT 2003 - 3 N - M G DRVR POSSIBLE 47 M 1 M G 0 2 DRVR 61 F H HNBD PROC ST S A 0700 CHEV 2011 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 015095Crash Date 20230420 Time 0711 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230426 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.77235 Longitude 119.66409 Local Rpt # 9435-2023-01466 Case ID 92053762 TEMPERANCE 60 N CLINTON AVENUE 9435 N
AVENUE
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 58 F W HNBD PROC ST S D 2200 CHEVY 2019 - 3 N - M G 2 DRVR 34 M H HNBD STOPPED S D 2200 CHEV 2022 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 060 Type 3 CalTrans Dist Badge 014933Crash Date 20230420 Time 0745 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type OTHER Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230424 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With ANIMAL Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.82145 Longitude 120.53519 Local Rpt # 9461-2023-00289 Case ID 92051810 1056
0 Primary Rd BULLARD AVE. Distance(ft) Direction E Secondary Rd FAIRFAX AVE. NCIC 9461 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 935 of 1580 ends

Case Listing

Page 1254 ends

Report run on: 9/11/2024 242325 Av. Jan 1, 2023 - Av. Jun 30, 2023 Crashes in Fresno Co.

Total Count: 5,017
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 015 Type 3 CalTrans Dist Badge 015890Crash Date 20230524 Time 1310 Day WED Primary Crash Factor R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230524 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.64843 Longitude 119.88059 Local Rpt # 9435-2023-01933 Case ID 92076650 Primary Rd CORNELIA AVE Distance(ft)I Direction Secondary Rd LINCOLN AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 29 M W HNBD PROC ST S A 0100 FORD 2017 - 3 N - M G 2 DRVR 25 M H HNBD PROC ST W D 2200 CHEV 2000 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 015 Type 3 CalTrans Dist Badge 020193Crash Date 20230524 Time 1430 Day WED Primary Crash Factor UNKNOWN Violation Crash Type REAR END Severity INJURY # Killed 0 # Injured 2 Tow Away? N Process Date 20230526 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.71223 Longitude 119.88056 Local Rpt # 9435-2023-01938 Case ID 92079604 Primary Rd CORNELIA AVENUE Distance(ft)530 Direction S Secondary Rd CHURCH AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1 DRVR 78 M H HNBD PROC ST S A 0100 FORD 2002 - 3 N - M G DRVR POSSIBLE 78 M 1 M G 0 2 DRVR 33 F W HNBD PASSING N A 0100 AUDI 2009 - 3 N - L G DRVR POSSIBLE 33 F 1 L G 0 City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 020205Crash Date 20230524 Time 1441 Day WED Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230525 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.75811 Longitude 119.66406 Local Rpt # 9435-2023-01939 Case ID 92077693 Primary Rd TEMPERANCE AVE Distance(ft)151 Direction N Secondary Rd OLIVE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 1254 of 1580 ends

Case Listing

Page 1296 ends

Report run on: 9/11/2024 242325 Av. Jan 1, 2023 - Av. Jun 30, 2023 Crashes in Fresno Co.

Total Count: 5,017
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 021687Crash Date 20230529 Time 1715 Day MON Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230531 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75750 Longitude 119.66400 Local Rpt # 9435-2023-02006 Case ID 92082623 I TEMPERANCE 9435 N
AVENUE
Primary Rd OLIVE AVENUE Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 27 M H HNBD PROC ST W A 0700 MERZ 2018 - 3 N - L G 2 DRVR 36 M H HNBD PROC ST N A 0700 TOYT 2019 - 3 N - L G City CLOVIS County FRESNO Population 5 Rpt Dist Beat 008 Type CalTrans Dist 6 Badge 5465 Crash Date 20230529 Time 1729 Day MON Primary Crash Factor STOP SGN|SIG Violation 21453A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230713 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type I Ramp/Int 5 Latitude 36.86535 Longitude 119.62489 Local Rpt # 2023-00034317 Case ID 9569585 Primary Rd RT 168 Distance(ft)I Direction Secondary Rd SHEPHERD AV NCIC 1001 State Hwy? Y Route 168 Postmile Prefix R Postmile 11.839 Side of Hwy W

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 40 M H HNBD PROC ST W A 0800 - 2017 - 3 N - L G PASS 1 M 5 L Q 0 PASS 3 F 8 L Q 0
PASS 9 M 4 L G 0
PASS 25 F 3 L G 0
2 DRVR 35 F W HNBD PROC ST - A 0700 - 2016 - 3 N - L G DRVR COMP PN 35 F 1 L G 0 City FRESNO County FRESNO Population 7 Rpt Dist SE Beat 00E Type CalTrans Dist BadgeP1961Crash Date 20230529 Time 1838 Day MON Primary Crash Factor DRVR ALC|DRG Violation 23152A Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20230717 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With PKD MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.73145 Longitude 119.76000 Local Rpt # 2305290818 Case ID 82118013 Primary Rd NINTH ST Distance(ft)420 Direction N Secondary Rd LOWE AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 1296 of 1580 ends

Case Listing

Page 250 ends

Report run on: 9/11/2024 242325 Av. Jul 1, 2023 - Av. Dec 31, 2023 Crashes in Fresno Co.

Total Count: 5,231
City CLOVIS County FRESNO Population 5 Rpt Dist Beat 008 Type CalTrans Dist Badge 5823 Crash Date 20230730 Time 1335 Day SUN Primary Crash Factor IMPROP TURN Violation 221071 Crash Type HIT OBJECT Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20230829 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.86282 Longitude 119.64418 Local Rpt # 2023-00049559 Case ID 9609135 Primary Rd POWERS AV Distance(ft)I Direction Secondary Rd N SANDERS AV N NCIC 1001 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 48 F O HNBD LFT TURN W A 0100 - 2023 - 1 A 23123A - N G City FRESNO County FRESNO Population 7 Rpt Dist Beat 105 Type 1 CalTrans Dist Badge 021606Crash Date 20230730 Time 1510 Day SUN Primary Crash Factor IMPROP TURN Violation 22107 Crash Type OVERTURNED Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20230802 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With NON-CLSN Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.79441 Longitude 119.86697 Local Rpt # 9435-2023-02841 Case ID 92134081 Primary Rd STATE ROUTE 99 Distance(ft)350 Direction N Secondary Rd ASHLAN AVE. NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 58 F H HNBD OTHER S A 0800 CHEV 1990 - 3 N - L G DRVR POSSIBLE 58 F 1 L G 0 City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 020887Crash Date 20230730 Time 1605 Day SUN Primary Crash Factor DRVR ALC|DRG Violation 23152A Crash Type REAR END Severity INJURY # Killed 0 # Injured 1 Tow Away? N Process Date 20230807 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.75750 Longitude 119.66387 Local Rpt # 9435-2023-02842 Case ID 92137505 Primary Rd OLIVE AVE Distance(ft)20 Direction E Secondary Rd TEMPERANCE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 22 M H HBD-UI PROC ST W D 2200 DODG 2000 - 3 A 22350 - M G 2 DRVR 16 M H HNBD STOPPED W A 0100 HOND 1999 - 3 N - M G DRVR POSSIBLE 16 M 1 M G 0 3 DRVR 39 F A HNBD STOPPED W A 0100 TOYT 2023 - 3 N - M G

Page 250 of 1659 ends

Case Listing

Page 825 ends

Report run on: 9/11/2024 242325 Av. Jul 1, 2023 - Av. Dec 31, 2023 Crashes in Fresno Co.

Total Count: 5,231
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 025 Type 3 CalTrans Dist Badge 018746Crash Date 20230930 Time 0730 Day SAT Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20231004 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75028 Longitude 119.66396 Local Rpt # 9435-2023-03799 Case ID 92190422 TEMPERANCE I BELMONT AVENUE 9435 N
AVENUE
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 30 M A HNBD PROC ST E A 0700 TOYT 2007 - 3 N - L G 2 DRVR 66 M A HNBD PROC ST N D 2200 DODG 2017 - 3 N - L G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 015 Type 3 CalTrans Dist Badge 020062Crash Date 20230930 Time 0810 Day SAT Primary Crash Factor R-O-W AUTO Violation 21802A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20231002 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV, ADD

OBJ STRUCK
Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.67796 Longitude 119.79075 Local Rpt # 9435-2023-03797 Case ID 92187963 Primary Rd CENTRAL AVENUE Distance(ft)I Direction Secondary Rd ELM AVENUE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 15 M H HNBD PROC ST W D 2200 TOYT 2006 - 3 N - L G 2 DRVR 34 F W HNBD PROC ST N A 0700 SUBA 2021 - 3 N - L G DRVR POSSIBLE 34 F 1 L G 0 PASS POSSIBLE 68 F 3 L G 0
City CLOVIS County FRESNO Population 5 Rpt Dist Beat 001 Type CalTrans Dist Badge 5784 Crash Date 20230930 Time 0844 Day SAT Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20231107 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.80127 Longitude 119.73169 Local Rpt # 2023-0064168 Case ID 9630843 Primary Rd WINERY AV Distance(ft)I Direction Secondary Rd GETTYSBURG AV NCIC 1001 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 34 M H HNBD PROC ST E D 2200 FORD 1999 - 3 N - M G PASS 30 M 3 M G 0 2 DRVR 57 F H HNBD LFT TURN N A 0700 - 2017 - 3 N - L G DRVR COMP PN 57 F 1 L G 0 PASS COMP PN 998 F 3 L G 0

Page 825 of 1659 ends

Case Listing

Page 972 ends

Report run on: 9/11/2024 242325 Av. Jul 1, 2023 - Av. Dec 31, 2023 Crashes in Fresno Co.

Total Count: 5,231
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 025 Type 3 CalTrans Dist Badge 018746Crash Date 20231017 Time 1035 Day TUE Primary Crash Factor STRTNG|BCKNG Violation 22106 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231018 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.74984 Longitude 119.66424 Local Rpt # 9435-2023-04090 Case ID 92202212 I TEMPERANCE 9435 N
AVENUE
Primary Rd BELMONT AVENUE Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK BACKING N - 9900 - - 4 N - B B 2 PRKD 998 - MERGING S D 2200 FORD 2017 - - N - - -
City FRESNO County FRESNO Population 7 Rpt Dist Beat 410 Type 1 CalTrans Dist Badge 020019Crash Date 20231017 Time 1205 Day TUE Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity INJURY # Killed 0 # Injured 2 Tow Away? N Process Date 20231023 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.83727 Longitude 119.78346 Local Rpt # 9435-2023-04093 Case ID 92205843 STATE ROUTE 41 14 S HERNDON AVENUE 9435 Y

NORTHBOUND TO H
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 22 M B HNBD PROC ST S A 0700 GMC 2011 - 3 N - M G 2 DRVR 62 F H HNBD STOPPED N A 0100 TOYT 2023 - 3 N - M G DRVR POSSIBLE 62 F 1 M G 0 PASS POSSIBLE 66 F 3 M G 0
City FRESNO County FRESNO Population 7 Rpt Dist Beat 106 Type 1 CalTrans Dist Badge 020122Crash Date 20231017 Time 1214 Day TUE Primary Crash Factor LANE CHANGE Violation 21658A Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20231018 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.71337 Longitude 119.78061 Local Rpt # 9435-2023-04078 Case ID 92202198 SOUTHBOUND 325 S CHURCH AVENUE 9435 Y
STATE ROUTE 99
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

Page 972 of 1659 ends

Case Listing

Page 1522 ends

Report run on: 9/11/2024 242325 Av. Jul 1, 2023 - Av. Dec 31, 2023 Crashes in Fresno Co.

Total Count: 5,231
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 034 Type 3 CalTrans Dist Badge 020887Crash Date 20231213 Time 2020 Day WED Primary Crash Factor STRTNG|BCKNG Violation 22106 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231218 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.73568 Longitude 119.57413 Local Rpt # 9435-2023-05046 Case ID 92264755 Primary Rd BETHEL AVE Distance(ft)20 Direction S Secondary Rd SR-180 NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 23 F H HNBD PROC ST N A 0100 TOYT 2019 - 3 N - M G 2 DRVR 33 M H HNBD STOPPED N A 0100 TOYT 2012 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 025 Type 3 CalTrans Dist Badge 020887Crash Date 20231213 Time 2025 Day WED Primary Crash Factor STOP SGN|SIG Violation 22450A Crash Type BROADSIDE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20231220 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With MV ON OTHER RD Lighting DARK - NO ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75750 Longitude 119.66405 Local Rpt # 9435-2023-05047 Case ID 92267625 Primary Rd TEMPERANCE AVE Distance(ft)I Direction Secondary Rd OLIVE AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 40 F A HNBD PROC ST S A 0700 LEXS 2013 - 3 N - M G 2 DRVR 48 F W HNBD PROC ST W A 0700 BUIC 2018 - 3 N - M G City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 105 Type 1 CalTrans Dist Badge 020680Crash Date 20231213 Time 2245 Day WED Primary Crash Factor IMPROP TURN Violation 22107 Crash Type SIDESWIPE Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20231215 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DARK - NO ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.82839 Longitude 119.91282 Local Rpt # 9435-2023-05009 Case ID 92263124 Primary Rd SR-99 S/B Distance(ft)1980 Direction N Secondary Rd HERNDON AVE NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - IMP UNK IMP UNK CHANG LN S - 9900 - - 4 N - B B 2 DRVR 31 F W HNBD PROC ST S D 2200 TOYT 2007 - 3 N - L G 3 DRVR 65 M B HNBD PROC ST S G 2532 INTL 2023 - 3 N - P G

Page 1522 of 1659 ends

Case Listing

Page 1635 ends

Report run on: 9/11/2024 242325 Av. Jul 1, 2023 - Av. Dec 31, 2023 Crashes in Fresno Co.

Total Count: 5,231
City CLOVIS County FRESNO Population 5 Rpt Dist Beat 002 Type CalTrans Dist Badge 5880 Crash Date 20231228 Time 1330 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240127 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude Longitude Local Rpt # 2023-00083581 Case ID 9599013 Primary Rd CLOVIS AV Distance(ft)350 Direction N Secondary Rd GETTYSBURG AV NCIC 1001 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 27 M HNBD PROC ST N D 2200 FORD 2022 - 3 - - M G 2 DRVR 33 M HNBD SLOWING N D 2200 - 2017 - 3 - - M G
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 034 Type 3 CalTrans Dist Badge 018914Crash Date 20231228 Time 1405 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240103 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75037 Longitude 119.66400 Local Rpt # 9435-2023-05219 Case ID 92278292 TEMPERANCE 25 N BELMONT AVENUE 9435 N
AVENUE
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 18 M B HNBD PROC ST S A 0100 HYUN 2017 - 3 N - M G 2 DRVR 53 F W HNBD STOPPED S A 0700 LNDR 2021 - 3 N - M G City FRESNO County FRESNO Population 7 Rpt Dist Beat 105 Type 1 CalTrans Dist Badge 015751Crash Date 20231228 Time 1412 Day THU Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? Y Process Date 20240104 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.79772 Longitude 119.87139 Local Rpt # 9435-2023-05209 Case ID 92279026 Primary Rd SR-99 N/B Distance(ft)1426 Direction N Secondary Rd ASHLAN AVE NCIC 9435 State Hwy? Y Route Postmile Prefix Postmile Side of Hwy

Page 1635 of 1659 ends

Case Listing

Page 1152 ends

Report run on: 8/27/2024 242235 Av. 2023 - Av. Aug 26, 2024 Crashes in the City of Fresno, Fresno Co.

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 28 F H HBD-UI PROC ST E A 0100 SCION 2008 - 3 N - L G 2 PRKD 998 - PARKED E A 0100 LAND 2017 - 3 N - - -
City FRESNO County FRESNO Population 7 Rpt Dist 5E Beat 1449 Type CalTrans Dist BadgeP874 Crash Date 20231020 Time 0934 Day FRI Primary Crash Factor R-O-W AUTO Violation 21801A Crash Type HEAD-ON Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20231101 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.82285 Longitude 119.84877 Local Rpt # 2310200361 Case ID 82225079 Primary Rd FIGARDEN DR Distance(ft)805 Direction N Secondary Rd BULLARD AVE (E) NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 53 F W HNBD LFT TURN S A 0100 FORD 2018 - 3 N - M G DRVR POSSIBLE 53 F 1 M G 0 2 DRVR 70 M W HNBD PROC ST N A 0100 TOYOT 1999 - 3 N - L G DRVR POSSIBLE 70 M 1 L G 0 City FRESNO County FRESNO Population 7 Rpt Dist 3B Beat 2170 Type CalTrans Dist BadgeP874 Crash Date 20231020 Time 1058 Day FRI Primary Crash Factor STOP SGN|SIG Violation 21457A Crash Type BROADSIDE Severity INJURY # Killed 0 # Injured 2 Tow Away? Y Process Date 20231101 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 CONS ZONE Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DAYLIGHT Ped Action Cntrl Dev NT FNCT Loc Type Ramp/Int Latitude 36.77077 Longitude 119.66491 Local Rpt # 2310200458 Case ID 82225082 Primary Rd TEMPERANCE AVE Distance(ft)I Direction Secondary Rd CLINTON AVE NCIC 1005 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

Page 1152 of 2274 ends

Case Listing

Page 1614 ends

Report run on: 9/11/2024 242325 Av. Jul 1, 2023 - Av. Dec 31, 2023 Crashes in Fresno Co.

Total Count: 5,231
City REEDLEY County FRESNO Population 3 Rpt Dist REEDL Beat AREA1 Type CalTrans Dist BadgeL059 Crash Date 20231224 Time 1800 Day SUN Primary Crash Factor TOO CLOSE Violation 21703 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20240127 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and RunMISDEMEANOR Motor Veh Involved With OTHER MV Lighting DARK - ST LTS Ped Action Cntrl Dev NT PRS/FCTR Loc Type Ramp/Int Latitude 36.58245 Longitude 119.45771 Local Rpt # RE23-0004573 Case ID 9654239 Primary Rd REED AV Distance(ft)140 Direction N Secondary Rd HUNTSMAN AV NCIC 1012 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 998 - - D 2200 - 2003 - - - - - -
2 DRVR 48 F W HNBD PROC ST N A 0800 - 2016 - 3 N - M G PASS 79 F 3 M G 0 PASS 73 F 2 M G 0
3 DRVR 58 F H HNBD SLOWING N A 0100 - 2013 - 3 N - M G
City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 040 Type 3 CalTrans Dist Badge 021290Crash Date 20231224 Time 1805 Day SUN Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type HIT OBJECT Severity INJURY # Killed 0 # Injured 1 Tow Away? Y Process Date 20240103 Weather1 CLEAR Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With FIXED OBJ Lighting DARK - NO ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.53283 Longitude 119.72948 Local Rpt # 9435-2023-05176 Case ID 92277704 Primary Rd KAMM AVE Distance(ft)105 Direction W Secondary Rd WILLOW AVE NCIC 9435 State Hwy? N Route Postmile Prefix Postmile Side of Hwy

PARTY INFO VICTIM INFO
Party Type Age Sex Race Sobriety1 Sobriety2 Move Pre
Crash
Dir SW Veh Chp Veh Make Year Sp Info OAF1 Viol OAF2 Safety Equip Role Ext Of Inj Age Sex Seat Pos Safety Equip Ejected 1F DRVR 29 M B HNBD PROC ST W A 0100 CHEV 2015 - 2 N - L G DRVR POSSIBLE 29 M 1 L G 0 City UNINCORPORATED County FRESNO Population 9 Rpt Dist Beat 030 Type 3 CalTrans Dist Badge 021086Crash Date 20231224 Time 1810 Day SUN Primary Crash Factor UNSAFE SPEED Violation 22350 Crash Type REAR END Severity PDO # Killed 0 # Injured 0 Tow Away? N Process Date 20231226 Weather1 CLOUDY Weather2 Rdwy Surface DRY Rdwy Cond1 NO UNUSL CND Rdwy Cond2 Spec Cond 0 Hit and Run Motor Veh Involved With OTHER MV Lighting DARK - NO ST LTS Ped Action Cntrl Dev FNCTNG Loc Type Ramp/Int Latitude 36.75757 Longitude 119.66404 Local Rpt # 9435-2023-05175 Case ID 92271532 TEMPERANCE 15 N OLIVE AVENUE 9435 N
AVENUE
Primary Rd Distance(ft) Direction Secondary Rd NCIC State Hwy? Route Postmile Prefix Postmile Side of Hwy

Page 1614 of 1659 ends

www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | F
(559) 570-8991
Appendix F: Existing Traffic Conditions
JI R Wl ENGINEERING, INC.TRAFFIC
HCM Signalized Intersection Capacity Analysis Existing AM Peak 1: Temperance Avenue & Clinton Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 33 116 41 143 162 73 1 67 352 116 8 122 Future Volume (vph) 33 116 41 143 162 73 1 67 352 116 8 122 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.95 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.95 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1752 1772 1752 1750 1752 5036 1492 1752 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (perm) 1752 1772 1752 1750 1752 5036 1492 1752 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 39 136 48 168 191 86 1 79 414 136 9 144 RTOR Reduction (vph) 0 13 0 0 15 0 0 0 0 101 0 0
Lane Group Flow (vph) 39 171 0 168 262 0 0 80 414 35 0 153 Confl. Peds. (#/hr) 7 15
Turn Type Prot NA Prot NA Prot Prot NA Perm Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 2
Actuated Green, G (s) 4.1 18.3 13.1 27.7 5.9 21.6 21.6 12.8 Effective Green, g (s) 4.1 18.3 13.1 27.7 5.9 21.6 21.6 12.8 Actuated g/C Ratio 0.05 0.22 0.15 0.33 0.07 0.25 0.25 0.15 Clearance Time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 84 382 270 571 121 1282 380 264
v/s Ratio Prot 0.02 0.10 c0.10 c0.15 0.05 0.08 c0.09
v/s Ratio Perm 0.02
v/c Ratio 0.46 0.45 0.62 0.46 0.66 0.32 0.09 0.58
Uniform Delay, d1 39.3 28.9 33.5 22.6 38.5 25.7 24.1 33.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.0 0.8 4.4 0.6 12.8 0.1 0.1 3.1
Delay (s) 43.3 29.7 37.9 23.2 51.2 25.8 24.2 36.6
Level of Service D C D C D C C D
Approach Delay (s/veh) 32.1 28.8 28.7
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 30.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.68
Actuated Cycle Length (s) 84.8 Sum of lost time (s) 19.0 Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
l
fl
1 1 5 1* 7 &
HCM Signalized Intersection Capacity Analysis Existing AM Peak 1: Temperance Avenue & Clinton Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 375 38
Future Volume (vph) 375 38
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot) 1819
Flt Permitted 1.00
Satd. Flow (perm) 1819
Peak-hour factor, PHF 0.85 0.85
Adj. Flow (vph) 441 45
RTOR Reduction (vph) 3 0
Lane Group Flow (vph) 483 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 28.5
Effective Green, g (s) 28.5
Actuated g/C Ratio 0.34
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 611
v/s Ratio Prot c0.27
v/s Ratio Perm
v/c Ratio 0.79
Uniform Delay, d1 25.4
Progression Factor 1.00
Incremental Delay, d2 6.7
Delay (s) 32.2
Level of Service C
Approach Delay (s/veh) 33.2
Approach LOS C
Intersection Summary
1 HCM 7th TWSC Existing AM Peak
2: Temperance Avenue & McKinley Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 2.7
Movement WBL WBR NBT NBR SBU SBL SBT
Lane Configurations
Traffic Vol, veh/h 61 125 357 55 6 116 461
Future Vol, veh/h 61 125 357 55 6 116 461
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 140 - - - 160 -
Veh in Median Storage, # 0 - 0 - - - 0
Grade, % 0 - 0 - - - 0
Peak Hour Factor 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3
Mvmt Flow 65 133 380 59 6 123 490
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1146 409 0 0 - 438 0
Stage 1 409 ------
Stage 2 737 ------
Critical Hdwy 6.43 6.23 - - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - - -
Critical Hdwy Stg 2 5.43 - - - - - -
Follow-up Hdwy 3.527 3.327 - - - 2.227 -
Pot Cap-1 Maneuver 219 640 - - - 1116 -
Stage 1 668 ------
Stage 2 471 ------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 219 640 - - ~ -16 ~ -16 -
Mov Cap-2 Maneuver 219 ------
Stage 1 668 ------
Stage 2 471 ------
Approach WB NB SB
HCM Ctrl Dly, s/v 17.37 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 219 640 + -
HCM Lane V/C Ratio - - 0.296 0.208 - -
HCM Ctrl Dly (s/v) - - 28.2 12.1 - -
HCM Lane LOS - - D B - -
HCM 95th %tile Q(veh) - - 1.2 0.8 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon 7 1 5 1
HCM 7th AWSC Existing AM Peak
5: Temperance Avenue & Olive Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh 84.9
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 94 190 29 115 229 21 23 268 67 7 304 134 Future Vol, veh/h 94 190 29 115 229 21 23 268 67 7 304 134 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 99 200 31 121 241 22 24 282 71 7 320 141
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay, s/veh 52 73.6 67.4 131.3

HCM LOS F F F F
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 30% 32% 2%
Vol Thru, % 75% 61% 63% 68%
Vol Right, % 19% 9% 6% 30%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 358 313 365 445
LT Vol 23 94 115 7
Through Vol 268 190 229 304
RT Vol 67 29 21 134
Lane Flow Rate 377 329 384 468
Geometry Grp 1 1 1 1
Degree of Util (X) 0.952 0.862 0.977 1.175
Departure Headway (Hd) 9.74 10.12 9.82 9.029
Convergence, Y/N Yes Yes Yes Yes
Cap 377 359 373 403
Service Time 7.74 8.12 7.82 7.114
HCM Lane V/C Ratio 1 0.916 1.029 1.161
HCM Control Delay, s/veh 67.4 52 73.6 131.3
HCM Lane LOS FFFF
HCM 95th-tile Q 10.4 8.1 11.1 18.2
4 4 4 4
HCM 7th AWSC Existing AM Peak
6: Temperance Avenue & Belmont Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh39.6
Intersection LOS E
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 75 107 35 142 150 40 38 249 26 34 377 32 Future Vol, veh/h 75 107 35 142 150 40 38 249 26 34 377 32 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 80 114 37 151 160 43 40 265 28 36 401 34
Number of Lanes 0 1 1 0 11010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh18.9 30.7 29.6 63.5

HCM LOS C D D F
Lane NBLn1 EBLn1 EBLn2WBLn1WBLn2 SBLn1
Vol Left, % 12% 41% 0% 49% 0% 8%
Vol Thru, % 80% 59% 0% 51% 0% 85%
Vol Right, % 8% 0% 100% 0% 100% 7%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 313 182 35 292 40 443
LT Vol 38 75 0 142 0 34
Through Vol 249 107 0 150 0 377
RT Vol 26 0 35 0 40 32
Lane Flow Rate 333 194 37 311 43 471
Geometry Grp 2 5 5 5 5 2
Degree of Util (X) 0.73 0.489 0.084 0.751 0.091 0.979
Departure Headway (Hd) 7.889 9.086 8.139 8.698 7.716 7.477 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 456 397 439 416 466 485
Service Time 5.958 6.858 5.91 6.427 5.444 5.5
HCM Lane V/C Ratio 0.73 0.489 0.084 0.748 0.092 0.971
HCM Control Delay, s/veh 29.6 20.3 11.7 33.4 11.2 63.5
HCM Lane LOS D C B D B F
HCM 95th-tile Q 5.9 2.6 0.3 6.1 0.3 12.7
4 7 4 7 4* 4
HCM Signalized Intersection Capacity Analysis Existing PM Peak 1: Temperance Avenue & Clinton Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 38 100 71 59 60 68 1 30 479 77 7 38 Future Volume (vph) 38 100 71 59 60 68 1 30 479 77 7 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.92 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1752 1730 1752 1686 1752 5036 1534 1752 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (perm) 1752 1730 1752 1686 1752 5036 1534 1752 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 42 111 79 66 67 76 1 33 532 86 8 42
RTOR Reduction (vph) 0 34 0 0 53 0 0 0 0 58 0 0
Lane Group Flow (vph) 42 156 0 66 90 0 0 34 532 28 0 50 Confl. Peds. (#/hr) 1 1
Turn Type Prot NA Prot NA Prot Prot NA Perm Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 2
Actuated Green, G (s) 3.8 14.6 3.8 15.0 2.2 20.2 20.2 3.8 Effective Green, g (s) 3.8 14.6 3.8 15.0 2.2 20.2 20.2 3.8 Actuated g/C Ratio 0.06 0.24 0.06 0.24 0.04 0.33 0.33 0.06 Clearance Time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 108 411 108 411 62 1656 504 108
v/s Ratio Prot 0.02 c0.09 c0.04 0.05 0.02 0.11 c0.03
v/s Ratio Perm 0.02
v/c Ratio 0.39 0.38 0.61 0.22 0.55 0.32 0.06 0.46
Uniform Delay, d1 27.7 19.6 28.1 18.5 29.1 15.5 14.1 27.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.3 0.6 9.8 0.3 9.6 0.1 0.0 3.1
Delay (s) 30.0 20.2 37.9 18.8 38.7 15.6 14.1 30.9
Level of Service C C D B D B B C
Approach Delay (s/veh) 22.0 24.8 16.6
Approach LOS C C B
Intersection Summary
HCM 2000 Control Delay (s/veh) 19.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 61.4 Sum of lost time (s) 19.0 Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
l
fl
1 1 5 1* 7 &
HCM Signalized Intersection Capacity Analysis Existing PM Peak 1: Temperance Avenue & Clinton Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 328 28
Future Volume (vph) 328 28
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot) 1823
Flt Permitted 1.00
Satd. Flow (perm) 1823
Peak-hour factor, PHF 0.90 0.90
Adj. Flow (vph) 364 31
RTOR Reduction (vph) 3 0
Lane Group Flow (vph) 392 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 21.8
Effective Green, g (s) 21.8
Actuated g/C Ratio 0.36
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 647
v/s Ratio Prot c0.22
v/s Ratio Perm
v/c Ratio 0.61
Uniform Delay, d1 16.3
Progression Factor 1.00
Incremental Delay, d2 1.6
Delay (s) 17.9
Level of Service B
Approach Delay (s/veh) 19.4
Approach LOS B
Intersection Summary
1 HCM 7th TWSC Existing PM Peak
2: Temperance Avenue & McKinley Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 2.3
Movement WBL WBR NBT NBR SBU SBL SBT
Lane Configurations
Traffic Vol, veh/h 55 87 495 57 7 102 342
Future Vol, veh/h 55 87 495 57 7 102 342
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 140 - - - 160 -
Veh in Median Storage, # 0 - 0 - - - 0
Grade, % 0 - 0 - - - 0
Peak Hour Factor 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3
Mvmt Flow 59 93 527 61 7 109 364
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1138 557 0 0 - 587 0
Stage 1 557 ------
Stage 2 581 ------
Critical Hdwy 6.43 6.23 - - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - - -
Critical Hdwy Stg 2 5.43 - - - - - -
Follow-up Hdwy 3.527 3.327 - - - 2.227 -
Pot Cap-1 Maneuver 222 528 - - - 983 -
Stage 1 572 ------
Stage 2 557 ------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 222 528 - - ~ -13 ~ -13 -
Mov Cap-2 Maneuver 222 ------
Stage 1 572 ------
Stage 2 557 ------
Approach WB NB SB
HCM Ctrl Dly, s/v 18.56 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 222 528 + -
HCM Lane V/C Ratio - - 0.264 0.175 - -
HCM Ctrl Dly (s/v) - - 26.9 13.3 - -
HCM Lane LOS - - D B - -
HCM 95th %tile Q(veh) - - 1 0.6 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon 7 1 5 1
HCM 7th AWSC Existing PM Peak
5: Temperance Avenue & Olive Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh 43.9
Intersection LOS E
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 161 193 11 76 103 10 9 346 86 17 260 83 Future Vol, veh/h 161 193 11 76 103 10 9 346 86 17 260 83 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 168 201 11 79 107 10 9 360 90 18 271 86
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay, s/veh 42 20.2 60.3 38.1

HCM LOS E C F E
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 2% 44% 40% 5%
Vol Thru, % 78% 53% 54% 72%
Vol Right, % 20% 3% 5% 23%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 441 365 189 360
LT Vol 9 161 76 17
Through Vol 346 193 103 260
RT Vol 86 11 10 83
Lane Flow Rate 459 380 197 375
Geometry Grp 1 1 1 1
Degree of Util (X) 0.962 0.846 0.488 0.822
Departure Headway (Hd) 7.654 8.132 8.931 7.89
Convergence, Y/N Yes Yes Yes Yes
Cap 478 449 406 461
Service Time 5.654 6.132 6.958 5.89
HCM Lane V/C Ratio 0.96 0.846 0.485 0.813
HCM Control Delay, s/veh 60.3 42 20.2 38.1
HCM Lane LOS F E C E
HCM 95th-tile Q 12 8.3 2.6 7.8
4 4 4 4
HCM 7th AWSC Existing PM Peak
6: Temperance Avenue & Belmont Avenue 05/09/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh22.7
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 49 156 30 107 101 57 11 350 45 52 269 21 Future Vol, veh/h 49 156 30 107 101 57 11 350 45 52 269 21 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 50 159 31 109 103 58 11 357 46 53 274 21
Number of Lanes 0 1 1 0 11010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh16.9 16.6 29.5 23.3

HCM LOS C C D C
Lane NBLn1 EBLn1 EBLn2WBLn1WBLn2 SBLn1
Vol Left, % 3% 24% 0% 51% 0% 15%
Vol Thru, % 86% 76% 0% 49% 0% 79%
Vol Right, % 11% 0% 100% 0% 100% 6%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 406 205 30 208 57 342
LT Vol 11 49 0 107 0 52
Through Vol 350 156 0 101 0 269
RT Vol 45 0 30 0 57 21
Lane Flow Rate 414 209 31 212 58 349
Geometry Grp 2 5 5 5 5 2
Degree of Util (X) 0.777 0.468 0.061 0.48 0.115 0.676
Departure Headway (Hd) 6.754 8.062 7.213 8.134 7.143 6.969 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 539 446 495 441 501 520
Service Time 4.774 5.823 4.974 5.894 4.903 4.989
HCM Lane V/C Ratio 0.768 0.469 0.063 0.481 0.116 0.671
HCM Control Delay, s/veh 29.5 17.8 10.4 18.2 10.8 23.3
HCM Lane LOS D C B C B C
HCM 95th-tile Q 7.1 2.4 0.2 2.5 0.4 5
4 7 4 7 4* 4
HCM 7th Signalized Intersection Summary Existing AM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 190 29 115 229 21 23 268 67 7 304 134 Future Volume (veh/h) 94 190 29 115 229 21 23 268 67 7 304 134 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 99 200 31 121 241 22 24 282 71 7 320 141 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 210 302 47 230 341 31 79 382 96 26 440 373
Arrive On Green 0.12 0.19 0.19 0.13 0.20 0.20 0.04 0.27 0.27 0.01 0.24 0.24 Sat Flow, veh/h 1767 1569 243 1767 1675 153 1767 1431 360 1767 1856 1572 Grp Volume(v), veh/h 99 0 231 121 0 263 24 0 353 7 320 141 Grp Sat Flow(s),veh/h/ln 1767 0 1812 1767 0 1828 1767 0 1791 1767 1856 1572 Q Serve(g_s), s 2.5 0.0 5.7 3.1 0.0 6.4 0.6 0.0 8.6 0.2 7.6 3.6 Cycle Q Clear(g_c), s 2.5 0.0 5.7 3.1 0.0 6.4 0.6 0.0 8.6 0.2 7.6 3.6 Prop In Lane 1.00 0.13 1.00 0.08 1.00 0.20 1.00 1.00
Lane Grp Cap(c), veh/h 210 0 349 230 0 372 79 0 478 26 440 373 V/C Ratio(X) 0.47 0.00 0.66 0.53 0.00 0.71 0.31 0.00 0.74 0.27 0.73 0.38 Avail Cap(c_a), veh/h 287 0 1208 324 0 1257 287 0 836 287 866 734 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.7 0.0 17.9 19.5 0.0 17.8 22.2 0.0 16.1 23.4 16.9 15.3 Incr Delay (d2), s/veh 1.6 0.0 2.2 1.9 0.0 2.5 2.2 0.0 2.2 5.6 2.3 0.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 2.1 1.2 0.0 2.4 0.3 0.0 3.0 0.1 2.8 1.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.4 0.0 20.1 21.4 0.0 20.3 24.4 0.0 18.3 29.0 19.2 16.0 LnGrp LOS C C C C C B C B B
Approach Vol, veh/h 330 384 377 468
Approach Delay, s/veh 20.5 20.6 18.7 18.4
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 4.9 18.1 10.4 14.5 6.3 16.7 9.9 15.1 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 22.4 8.8 32.0 7.8 22.4 7.8 33.0 Max Q Clear Time (g_c+I1), s 2.2 10.6 5.1 7.7 2.6 9.6 4.5 8.4 Green Ext Time (p_c), s 0.0 1.5 0.1 1.2 0.0 1.8 0.1 1.3 Intersection Summary
HCM 7th Control Delay, s/veh 19.4
HCM 7th LOS B
1 1 1 + 7
HCM 7th Signalized Intersection Summary Existing AM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 75 107 35 142 150 40 38 249 26 34 377 32 Future Volume (veh/h) 75 107 35 142 150 40 38 249 26 34 377 32 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 80 114 37 151 160 43 40 265 28 36 401 34 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 175 290 244 223 258 69 114 503 53 106 506 43 Arrive On Green 0.10 0.16 0.16 0.13 0.18 0.18 0.06 0.30 0.30 0.06 0.30 0.30 Sat Flow, veh/h 1767 1856 1562 1767 1407 378 1767 1650 174 1767 1687 143 Grp Volume(v), veh/h 80 114 37 151 0 203 40 0 293 36 0 435 Grp Sat Flow(s),veh/h/ln 1767 1856 1562 1767 0 1785 1767 0 1824 1767 0 1830 Q Serve(g_s), s 2.4 3.1 1.1 4.6 0.0 5.9 1.2 0.0 7.4 1.1 0.0 12.2 Cycle Q Clear(g_c), s 2.4 3.1 1.1 4.6 0.0 5.9 1.2 0.0 7.4 1.1 0.0 12.2 Prop In Lane 1.00 1.00 1.00 0.21 1.00 0.10 1.00 0.08
Lane Grp Cap(c), veh/h 175 290 244 223 0 327 114 0 556 106 0 549 V/C Ratio(X) 0.46 0.39 0.15 0.68 0.00 0.62 0.35 0.00 0.53 0.34 0.00 0.79 Avail Cap(c_a), veh/h 310 1263 1063 373 0 1269 247 0 1078 247 0 1081 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.7 21.2 20.4 23.3 0.0 21.0 25.0 0.0 16.1 25.2 0.0 17.9 Incr Delay (d2), s/veh 1.8 0.9 0.3 3.6 0.0 1.9 1.8 0.0 0.8 1.9 0.0 2.6 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 1.2 0.4 1.8 0.0 2.2 0.5 0.0 2.6 0.5 0.0 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.6 22.0 20.6 26.9 0.0 22.9 26.8 0.0 16.9 27.1 0.0 20.6 LnGrp LOS C C C C C C B C C
Approach Vol, veh/h 231 354 333 471
Approach Delay, s/veh 23.0 24.6 18.1 21.1
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.5 22.3 11.3 14.7 7.8 22.0 9.7 16.2 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 33.0 11.8 * 38 7.8 33.0 9.8 39.7 Max Q Clear Time (g_c+I1), s 3.1 9.4 6.6 5.1 3.2 14.2 4.4 7.9 Green Ext Time (p_c), s 0.0 1.5 0.2 0.6 0.0 2.3 0.1 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 21.6
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 1 1
HCM 7th Signalized Intersection Summary Existing PM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 161 193 11 76 103 10 9 346 86 17 260 83 Future Volume (veh/h) 161 193 11 76 103 10 9 346 86 17 260 83 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 168 201 11 79 107 10 9 360 90 18 271 86 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 244 327 18 182 254 24 32 436 109 61 595 504
Arrive On Green 0.14 0.19 0.19 0.10 0.15 0.15 0.02 0.30 0.30 0.03 0.32 0.32 Sat Flow, veh/h 1767 1743 95 1767 1671 156 1767 1433 358 1767 1856 1572 Grp Volume(v), veh/h 168 0 212 79 0 117 9 0 450 18 271 86 Grp Sat Flow(s),veh/h/ln 1767 0 1838 1767 0 1827 1767 0 1791 1767 1856 1572 Q Serve(g_s), s 4.6 0.0 5.4 2.2 0.0 3.0 0.3 0.0 12.0 0.5 6.0 2.0 Cycle Q Clear(g_c), s 4.6 0.0 5.4 2.2 0.0 3.0 0.3 0.0 12.0 0.5 6.0 2.0 Prop In Lane 1.00 0.05 1.00 0.09 1.00 0.20 1.00 1.00
Lane Grp Cap(c), veh/h 244 0 344 182 0 277 32 0 545 61 595 504 V/C Ratio(X) 0.69 0.00 0.62 0.43 0.00 0.42 0.28 0.00 0.83 0.30 0.46 0.17 Avail Cap(c_a), veh/h 304 0 1148 304 0 1142 269 0 783 269 811 688 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.0 0.0 19.1 21.6 0.0 19.7 24.8 0.0 16.5 24.1 13.8 12.5 Incr Delay (d2), s/veh 4.7 0.0 1.8 1.6 0.0 1.0 4.6 0.0 4.9 2.7 0.5 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 2.1 0.8 0.0 1.1 0.1 0.0 4.5 0.2 2.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.7 0.0 20.9 23.2 0.0 20.7 29.4 0.0 21.4 26.8 14.4 12.7 LnGrp LOS C C C C C C C B B
Approach Vol, veh/h 380 196 459 375
Approach Delay, s/veh 23.0 21.7 21.6 14.6
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.0 20.9 9.5 14.9 5.1 21.7 11.3 13.1 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 22.4 8.8 32.0 7.8 22.4 8.8 32.0 Max Q Clear Time (g_c+I1), s 2.5 14.0 4.2 7.4 2.3 8.0 6.6 5.0 Green Ext Time (p_c), s 0.0 1.6 0.1 1.0 0.0 1.4 0.1 0.5 Intersection Summary
HCM 7th Control Delay, s/veh 20.1
HCM 7th LOS C
1 1 1 + 7
HCM 7th Signalized Intersection Summary Existing PM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 49 156 30 107 101 57 11 350 45 52 269 21 Future Volume (veh/h) 49 156 30 107 101 57 11 350 45 52 269 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 50 159 31 109 103 58 11 357 46 53 274 21 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 135 271 230 207 208 117 39 462 60 141 587 45 Arrive On Green 0.08 0.15 0.15 0.12 0.19 0.19 0.02 0.29 0.29 0.08 0.34 0.34 Sat Flow, veh/h 1767 1856 1572 1767 1115 628 1767 1610 207 1767 1701 130 Grp Volume(v), veh/h 50 159 31 109 0 161 11 0 403 53 0 295 Grp Sat Flow(s),veh/h/ln 1767 1856 1572 1767 0 1743 1767 0 1818 1767 0 1832 Q Serve(g_s), s 1.4 4.3 0.9 3.1 0.0 4.4 0.3 0.0 10.8 1.5 0.0 6.7 Cycle Q Clear(g_c), s 1.4 4.3 0.9 3.1 0.0 4.4 0.3 0.0 10.8 1.5 0.0 6.7 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.11 1.00 0.07
Lane Grp Cap(c), veh/h 135 271 230 207 0 325 39 0 522 141 0 631 V/C Ratio(X) 0.37 0.59 0.13 0.53 0.00 0.49 0.28 0.00 0.77 0.38 0.00 0.47 Avail Cap(c_a), veh/h 259 1324 1122 325 0 1299 259 0 1195 259 0 1204 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.4 21.2 19.8 22.1 0.0 19.4 25.6 0.0 17.4 23.3 0.0 13.6 Incr Delay (d2), s/veh 1.7 2.0 0.3 2.1 0.0 1.2 3.9 0.0 2.5 1.7 0.0 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.7 0.3 1.2 0.0 1.5 0.2 0.0 4.0 0.6 0.0 2.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.0 23.2 20.1 24.2 0.0 20.6 29.5 0.0 19.9 24.9 0.0 14.2 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 240 270 414 348
Approach Delay, s/veh 23.2 22.0 20.1 15.8
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.4 20.6 10.4 13.8 5.4 23.7 8.3 15.9 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 35.0 9.8 * 38 7.8 35.0 7.8 39.7 Max Q Clear Time (g_c+I1), s 3.5 12.8 5.1 6.3 2.3 8.7 3.4 6.4 Green Ext Time (p_c), s 0.0 2.2 0.1 0.9 0.0 1.6 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 19.9
HCM 7th LOS B
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 1 1
Queuing and Blocking Report Existing AM Peak
Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Temperance Avenue & Clinton Avenue
Movement EB EB WB WB NB NB NB NB NB SB SB
Directions Served L TR L TR UL T T T R UL TR
Maximum Queue (ft) 53 221 179 168 113 164 105 119 74 176 336 Average Queue (ft) 27 86 100 73 51 62 62 39 36 84 185
95th Queue (ft) 58 179 165 143 98 112 108 91 57 140 290 Link Distance (ft) 2594 1085 1223 1223 1223 2543
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 250 150 235
Storage Blk Time (%) 4
Queuing Penalty (veh) 5
Intersection: 2: Temperance Avenue & McKinley Avenue
Movement WB WB NB SB
Directions Served L R TR UL
Maximum Queue (ft) 69 72 22 75
Average Queue (ft) 35 36 1 37
95th Queue (ft) 57 58 7 65
Link Distance (ft) 781 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 160
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Temperance Avenue & Olive Avenue
Movement EB EB WB WB NB NB SB SB SB
Directions Served L TR L TR L TR L T R
Maximum Queue (ft) 113 168 119 226 72 271 52 283 98
Average Queue (ft) 50 71 57 106 18 128 6 121 39
95th Queue (ft) 93 126 104 174 53 222 28 206 72
Link Distance (ft) 2552 2851 2550 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 250 250
Storage Blk Time (%) 1 0
Queuing Penalty (veh) 0 1
Queuing and Blocking Report Existing AM Peak
Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 6: Temperance Avenue & Belmont Avenue
Movement EB EB EB WB WB NB NB SB SB
Directions Served L T R L TR L TR L TR
Maximum Queue (ft) 135 118 100 162 206 68 245 240 347
Average Queue (ft) 55 43 22 75 93 25 118 34 184
95th Queue (ft) 105 81 57 124 174 51 223 105 297
Link Distance (ft) 1627 1630 1701 2550
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 160 50 140 150 150
Storage Blk Time (%) 16 1 1 5 5 17
Queuing Penalty (veh) 18117 2 6
Network Summary
Network wide Queuing Penalty: 41
Queuing and Blocking Report Existing PM Peak
Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Temperance Avenue & Clinton Avenue
Movement EB EB WB WB NB NB NB NB NB SB SB
Directions Served L TR L TR UL T T T R UL TR
Maximum Queue (ft) 73 160 68 124 100 118 133 101 55 74 364 Average Queue (ft) 30 65 38 44 36 66 71 42 24 38 154
95th Queue (ft) 62 132 73 84 75 104 115 86 55 71 276
Link Distance (ft) 2604 1085 1223 1223 1223 2547
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 250 150 235
Storage Blk Time (%) 2
Queuing Penalty (veh) 1
Intersection: 2: Temperance Avenue & McKinley Avenue
Movement WB WB NB SB
Directions Served L R TR UL
Maximum Queue (ft) 72 72 19 76
Average Queue (ft) 30 35 1 34
95th Queue (ft) 64 61 6 77
Link Distance (ft) 781 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 160
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Temperance Avenue & Olive Avenue
Movement EB EB WB WB NB NB SB SB SB
Directions Served L TR L TR L TR L T R
Maximum Queue (ft) 159 168 140 117 31 402 77 175 54
Average Queue (ft) 71 78 52 43 5 177 16 87 28
95th Queue (ft) 125 139 100 89 22 320 52 150 51
Link Distance (ft) 2552 2844 2544 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 250 250
Storage Blk Time (%) 5
Queuing Penalty (veh) 0
Queuing and Blocking Report Existing PM Peak
Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 6: Temperance Avenue & Belmont Avenue
Movement EB EB EB WB WB NB NB SB SB
Directions Served L T R L TR L TR L TR
Maximum Queue (ft) 96 246 96 138 160 44 282 116 199
Average Queue (ft) 39 81 18 71 80 10 153 40 113
95th Queue (ft) 81 157 60 126 141 32 262 81 193
Link Distance (ft) 1625 1641 1707 2544
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 160 50 140 150 150
Storage Blk Time (%) 24 0 0 2 12 4
Queuing Penalty (veh) 19002 1 2
Network Summary
Network wide Queuing Penalty: 26
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing Traffic Conditions Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Constrained Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 6.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 717 Opposing Demand Flow Rate, veh/h - Peak Hour Factor 0.78 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.42 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 45.5
Speed Slope Coefficient 3.02628 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.38635 PF Power Coefficient 0.71828 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 11.1 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.0
Vehicle Results
Average Speed, mi/h 43.0 Percent Followers, % 66.4
Segment Travel Time, minutes 1.39 Follower Density, followers/mi/ln 11.1 Vehicle LOS D
Facility Results
T Follower Density, followers/mi/ln LOS
1 11.1 D
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:08:06 11 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing Traffic Conditions Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Constrained Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 6.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 658 Opposing Demand Flow Rate, veh/h - Peak Hour Factor 0.89 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.39 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 45.5
Speed Slope Coefficient 3.02628 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.38635 PF Power Coefficient 0.71828 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 9.8 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.1
Vehicle Results
Average Speed, mi/h 43.1 Percent Followers, % 64.2
Segment Travel Time, minutes 1.39 Follower Density, followers/mi/ln 9.8 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 9.8 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:10:04 11 PM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing Traffic Conditions Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 593 Opposing Demand Flow Rate, veh/h 468 Peak Hour Factor 0.88 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.35 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.93040 Speed Power Coefficient 0.48645 PF Slope Coefficient -1.30099 PF Power Coefficient 0.75500 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 7.7 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 44.9
Vehicle Results
Average Speed, mi/h 44.9 Percent Followers, % 58.4
Segment Travel Time, minutes 1.34 Follower Density, followers/mi/ln 7.7 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 7.7 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:12:45 12 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing Traffic Conditions Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 581 Opposing Demand Flow Rate, veh/h 418 Peak Hour Factor 0.95 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.34 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.91801 Speed Power Coefficient 0.49396 PF Slope Coefficient -1.29300 PF Power Coefficient 0.75731 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 7.4 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 45.0
Vehicle Results
Average Speed, mi/h 45.0 Percent Followers, % 57.6
Segment Travel Time, minutes 1.33 Follower Density, followers/mi/ln 7.4 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 7.4 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:13:11 12 PM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing Traffic Conditions Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Floradora Avenue
and Olive Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 494 Opposing Demand Flow Rate, veh/h 426 Peak Hour Factor 0.90 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.29 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.91994 Speed Power Coefficient 0.49277 PF Slope Coefficient -1.29426 PF Power Coefficient 0.75694 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 5.8 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 45.2
Vehicle Results
Average Speed, mi/h 45.2 Percent Followers, % 53.2
Segment Travel Time, minutes 1.33 Follower Density, followers/mi/ln 5.8 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 5.8 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:13:30 13 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing Traffic Conditions Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Floradora Avenue
and Olive Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 574 Opposing Demand Flow Rate, veh/h 400 Peak Hour Factor 0.90 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.34 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.91342 Speed Power Coefficient 0.49683 PF Slope Coefficient -1.28997 PF Power Coefficient 0.75817 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 7.3 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 45.0
Vehicle Results
Average Speed, mi/h 45.0 Percent Followers, % 57.1
Segment Travel Time, minutes 1.33 Follower Density, followers/mi/ln 7.3 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 7.3 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:13:49 13 PM.xuf
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | G
(559) 570-8991
Appendix G: Existing plus Project Traffic Conditions
JI R Wl ENGINEERING, INC.TRAFFIC
HCM Signalized Intersection Capacity Analysis Existing plus Project AM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 33 116 43 147 164 79 1 71 362 128 8 122 Future Volume (vph) 33 116 43 147 164 79 1 71 362 128 8 122 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.95 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.95 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1752 1769 1752 1745 1752 5036 1491 1752 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (perm) 1752 1769 1752 1745 1752 5036 1491 1752 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 39 136 51 173 193 93 1 84 426 151 9 144 RTOR Reduction (vph) 0 13 0 0 16 0 0 0 0 112 0 0
Lane Group Flow (vph) 39 174 0 173 270 0 0 85 426 39 0 153 Confl. Peds. (#/hr) 7 15
Turn Type Prot NA Prot NA Prot Prot NA Perm Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 2
Actuated Green, G (s) 4.1 18.6 13.4 28.3 5.9 22.3 22.3 12.9 Effective Green, g (s) 4.1 18.6 13.4 28.3 5.9 22.3 22.3 12.9 Actuated g/C Ratio 0.05 0.22 0.16 0.33 0.07 0.26 0.26 0.15 Clearance Time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 83 381 272 572 119 1302 385 262
v/s Ratio Prot 0.02 0.10 c0.10 c0.15 0.05 0.08 c0.09
v/s Ratio Perm 0.03
v/c Ratio 0.47 0.46 0.64 0.47 0.71 0.33 0.10 0.58
Uniform Delay, d1 40.0 29.4 34.1 23.0 39.3 25.9 24.3 34.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.2 0.9 4.8 0.6 18.3 0.1 0.1 3.3
Delay (s) 44.1 30.3 38.9 23.6 57.7 26.0 24.4 37.4
Level of Service D C D C E C C D
Approach Delay (s/veh) 32.7 29.4 29.7
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 31.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 86.2 Sum of lost time (s) 19.0 Intersection Capacity Utilization 68.0% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
l
fl
1 1 5 1* 7 &
HCM Signalized Intersection Capacity Analysis Existing plus Project AM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 383 38
Future Volume (vph) 383 38
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot) 1820
Flt Permitted 1.00
Satd. Flow (perm) 1820
Peak-hour factor, PHF 0.85 0.85
Adj. Flow (vph) 451 45
RTOR Reduction (vph) 3 0
Lane Group Flow (vph) 493 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 29.3
Effective Green, g (s) 29.3
Actuated g/C Ratio 0.34
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 618
v/s Ratio Prot c0.27
v/s Ratio Perm
v/c Ratio 0.80
Uniform Delay, d1 25.8
Progression Factor 1.00
Incremental Delay, d2 7.1
Delay (s) 32.8
Level of Service C
Approach Delay (s/veh) 33.9
Approach LOS C
Intersection Summary
1 HCM 7th TWSC Existing plus Project AM Peak
2: Temperance Avenue & McKinley Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 4.1
Movement WBL WBR NBT NBR SBU SBL SBT
Lane Configurations
Traffic Vol, veh/h 91 151 357 65 6 126 465
Future Vol, veh/h 91 151 357 65 6 126 465
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 140 - - - 160 -
Veh in Median Storage, # 0 - 0 - - - 0
Grade, % 0 - 0 - - - 0
Peak Hour Factor 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3
Mvmt Flow 97 161 380 69 6 134 495
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1177 414 0 0 - 449 0
Stage 1 414 ------
Stage 2 763 ------
Critical Hdwy 6.43 6.23 - - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - - -
Critical Hdwy Stg 2 5.43 - - - - - -
Follow-up Hdwy 3.527 3.327 - - - 2.227 -
Pot Cap-1 Maneuver 210 636 - - - 1106 -
Stage 1 665 ------
Stage 2 459 ------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 210 636 - - ~ -17 ~ -17 -
Mov Cap-2 Maneuver 210 ------
Stage 1 665 ------
Stage 2 459 ------
Approach WB NB SB
HCM Ctrl Dly, s/v 21.37 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 210 636 + -
HCM Lane V/C Ratio - - 0.461 0.253 - -
HCM Ctrl Dly (s/v) - - 36 12.6 - -
HCM Lane LOS - - E B - -
HCM 95th %tile Q(veh) - - 2.2 1 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon 7 1 5 1
HCM 7th TWSC Existing plus Project AM Peak
3: McKinley Avenue & Project Driveway A 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.5
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 163 178 2 5 45
Future Vol, veh/h 16 163 178 2 5 45
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 18 185 202 2 6 51
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 205 0 - 0 425 203
Stage 1 - - - - 203 -
Stage 2 - - - - 222 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1361 - - - 584 835
Stage 1 - - - - 828 -
Stage 2 - - - - 813 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1361 - - - 575 835
Mov Cap-2 Maneuver - - - - 575 -
Stage 1 - - - - 816 -
Stage 2 - - - - 813 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.69 0 9.85

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 161 - - - 799
HCM Lane V/C Ratio 0.013 - - - 0.071
HCM Ctrl Dly (s/v) 7.7 0 - - 9.9
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.2
1 Y4
HCM 7th TWSC Existing plus Project AM Peak
4: McKinley Avenue & Project Driveway B 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 164 169 0 1 11
Future Vol, veh/h 4 164 169 0 1 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 5 186 192 0 1 13
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 192 0 - 0 388 192
Stage 1 - - - - 192 -
Stage 2 - - - - 195 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1375 - - - 614 847
Stage 1 - - - - 838 -
Stage 2 - - - - 835 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1375 - - - 612 847
Mov Cap-2 Maneuver - - - - 612 -
Stage 1 - - - - 835 -
Stage 2 - - - - 835 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.18 0 9.46

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 43 - - - 821
HCM Lane V/C Ratio 0.003 - - - 0.017
HCM Ctrl Dly (s/v) 7.6 0 - - 9.5
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0.1
1 Y4
HCM 7th AWSC Existing plus Project AM Peak
5: Temperance Avenue & Olive Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh 101.2
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 101 190 29 115 229 21 23 270 67 7 312 156 Future Vol, veh/h 101 190 29 115 229 21 23 270 67 7 312 156 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 106 200 31 121 241 22 24 284 71 7 328 164
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay, s/veh 57.3 77.3 71.9 171.5

HCM LOS F F F F
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 32% 32% 1%
Vol Thru, % 75% 59% 63% 66%
Vol Right, % 19% 9% 6% 33%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 360 320 365 475
LT Vol 23 101 115 7
Through Vol 270 190 229 312
RT Vol 67 29 21 156
Lane Flow Rate 379 337 384 500
Geometry Grp 1 1 1 1
Degree of Util (X) 0.965 0.886 0.986 1.28
Departure Headway (Hd) 10.097 10.462 10.183 9.215
Convergence, Y/N Yes Yes Yes Yes
Cap 364 350 361 400
Service Time 8.097 8.462 8.183 7.215
HCM Lane V/C Ratio 1.041 0.963 1.064 1.25
HCM Control Delay, s/veh 71.9 57.3 77.3 171.5
HCM Lane LOS FFFF
HCM 95th-tile Q 10.6 8.5 11.1 22.1
4 4 4 4
HCM 7th AWSC Existing plus Project AM Peak
6: Temperance Avenue & Belmont Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh42.2
Intersection LOS E
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 75 107 35 142 150 40 38 251 26 34 383 34 Future Vol, veh/h 75 107 35 142 150 40 38 251 26 34 383 34 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 80 114 37 151 160 43 40 267 28 36 407 36
Number of Lanes 0 1 1 0 11010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh19.2 31.4 30.6 69.3

HCM LOS C D D F
Lane NBLn1 EBLn1 EBLn2WBLn1WBLn2 SBLn1
Vol Left, % 12% 41% 0% 49% 0% 8%
Vol Thru, % 80% 59% 0% 51% 0% 85%
Vol Right, % 8% 0% 100% 0% 100% 8%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 315 182 35 292 40 451
LT Vol 38 75 0 142 0 34
Through Vol 251 107 0 150 0 383
RT Vol 26 0 35 0 40 34
Lane Flow Rate 335 194 37 311 43 480
Geometry Grp 2 5 5 5 5 2
Degree of Util (X) 0.74 0.493 0.085 0.756 0.092 1.002
Departure Headway (Hd) 7.952 9.161 8.214 8.764 7.782 7.516 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 452 393 435 413 461 485
Service Time 6.023 6.936 5.987 6.497 5.514 5.537
HCM Lane V/C Ratio 0.741 0.494 0.085 0.753 0.093 0.99
HCM Control Delay, s/veh 30.6 20.6 11.8 34.1 11.3 69.3
HCM Lane LOS D C B D B F
HCM 95th-tile Q 6 2.6 0.3 6.2 0.3 13.5
4 7 4 7 4* 4
HCM Signalized Intersection Capacity Analysis Existing plus Project PM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 38 100 78 59 60 68 1 34 495 77 7 38 Future Volume (vph) 38 100 78 59 60 68 1 34 495 77 7 38 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.93 1.00 0.92 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1752 1723 1752 1686 1752 5036 1534 1752 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (perm) 1752 1723 1752 1686 1752 5036 1534 1752 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 42 111 87 66 67 76 1 38 550 86 8 42
RTOR Reduction (vph) 0 37 0 0 53 0 0 0 0 57 0 0
Lane Group Flow (vph) 42 161 0 66 90 0 0 39 550 29 0 50 Confl. Peds. (#/hr) 1 1
Turn Type Prot NA Prot NA Prot Prot NA Perm Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 2
Actuated Green, G (s) 3.8 14.7 3.8 15.1 2.2 20.9 20.9 3.8 Effective Green, g (s) 3.8 14.7 3.8 15.1 2.2 20.9 20.9 3.8 Actuated g/C Ratio 0.06 0.24 0.06 0.24 0.04 0.34 0.34 0.06 Clearance Time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 107 407 107 409 61 1692 515 107
v/s Ratio Prot 0.02 c0.09 c0.04 0.05 0.02 0.11 c0.03
v/s Ratio Perm 0.02
v/c Ratio 0.39 0.40 0.62 0.22 0.64 0.33 0.06 0.47
Uniform Delay, d1 28.1 20.0 28.5 18.8 29.6 15.4 14.0 28.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.4 0.6 10.1 0.3 19.9 0.1 0.0 3.2 Delay (s) 30.5 20.6 38.6 19.1 49.5 15.5 14.0 31.4
Level of Service C C D B D B B C
Approach Delay (s/veh) 22.4 25.3 17.3
Approach LOS C C B
Intersection Summary
HCM 2000 Control Delay (s/veh) 19.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.56
Actuated Cycle Length (s) 62.2 Sum of lost time (s) 19.0 Intersection Capacity Utilization 58.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
l
fl
1 1 5 1* 7 &
HCM Signalized Intersection Capacity Analysis Existing plus Project PM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 348 28
Future Volume (vph) 348 28
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.99
Flt Protected 1.00
Satd. Flow (prot) 1824
Flt Permitted 1.00
Satd. Flow (perm) 1824
Peak-hour factor, PHF 0.90 0.90
Adj. Flow (vph) 387 31
RTOR Reduction (vph) 3 0
Lane Group Flow (vph) 415 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 22.5
Effective Green, g (s) 22.5
Actuated g/C Ratio 0.36
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 659
v/s Ratio Prot c0.23
v/s Ratio Perm
v/c Ratio 0.63
Uniform Delay, d1 16.4
Progression Factor 1.00
Incremental Delay, d2 2.0
Delay (s) 18.4
Level of Service B
Approach Delay (s/veh) 19.8
Approach LOS B
Intersection Summary
1 HCM 7th TWSC Existing plus Project PM Peak
2: Temperance Avenue & McKinley Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 3.2
Movement WBL WBR NBT NBR SBU SBL SBT
Lane Configurations
Traffic Vol, veh/h 74 107 495 97 7 129 342
Future Vol, veh/h 74 107 495 97 7 129 342
Conflicting Peds, #/hr 0 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free Free
RT Channelized - None - None - - None
Storage Length 0 140 - - - 160 -
Veh in Median Storage, # 0 - 0 - - - 0
Grade, % 0 - 0 - - - 0
Peak Hour Factor 94 94 94 94 94 94 94
Heavy Vehicles, % 3 3 3 3 3 3 3
Mvmt Flow 79 114 527 103 7 137 364
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 1216 578 0 0 - 630 0
Stage 1 578 ------
Stage 2 638 ------
Critical Hdwy 6.43 6.23 - - - 4.13 -
Critical Hdwy Stg 1 5.43 - - - - - -
Critical Hdwy Stg 2 5.43 - - - - - -
Follow-up Hdwy 3.527 3.327 - - - 2.227 -
Pot Cap-1 Maneuver 199 514 - - - 948 -
Stage 1 559 ------
Stage 2 524 ------
Platoon blocked, % - - -
Mov Cap-1 Maneuver 199 514 - - ~ -15 ~ -15 -
Mov Cap-2 Maneuver 199 ------
Stage 1 559 ------
Stage 2 524 ------
Approach WB NB SB
HCM Ctrl Dly, s/v 22.37 0

HCM LOS C
Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT
Capacity (veh/h) - - 199 514 + -
HCM Lane V/C Ratio - - 0.396 0.222 - -
HCM Ctrl Dly (s/v) - - 34.5 14 - -
HCM Lane LOS - - D B - -
HCM 95th %tile Q(veh) - - 1.8 0.8 - -
Notes
~: Volume exceeds capacity $: Delay exceeds 300s
+: Computation Not Defined *: All major volume in platoon 7 1 5 1
HCM 7th TWSC Existing plus Project PM Peak
3: McKinley Avenue & Project Driveway A 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 2.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 54 141 110 3 2 31
Future Vol, veh/h 54 141 110 3 2 31
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 61 160 125 3 2 35
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 128 0 - 0 410 127
Stage 1 - - - - 127 -
Stage 2 - - - - 283 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1451 - - - 596 921
Stage 1 - - - - 897 -
Stage 2 - - - - 763 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1451 - - - 568 921
Mov Cap-2 Maneuver - - - - 568 -
Stage 1 - - - - 855 -
Stage 2 - - - - 763 -
Approach EB WB SB
HCM Ctrl Dly, s/v 2.1 0 9.24

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 498 - - - 888
HCM Lane V/C Ratio 0.042 - - - 0.042
HCM Ctrl Dly (s/v) 7.6 0 - - 9.2
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0.1 - - - 0.1
1 Y4
HCM 7th TWSC Existing plus Project PM Peak
4: McKinley Avenue & Project Driveway B 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 13 130 105 1 1 8
Future Vol, veh/h 13 130 105 1 1 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 88 88 88 88 88 88
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 15 148 119 1 1 9
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 120 0 - 0 297 120
Stage 1 - - - - 120 -
Stage 2 - - - - 177 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1461 - - - 692 929
Stage 1 - - - - 903 -
Stage 2 - - - - 851 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1461 - - - 684 929
Mov Cap-2 Maneuver - - - - 684 -
Stage 1 - - - - 893 -
Stage 2 - - - - 851 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.68 0 9.08

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 164 - - - 893
HCM Lane V/C Ratio 0.01 - - - 0.011
HCM Ctrl Dly (s/v) 7.5 0 - - 9.1
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
1 Y4
HCM 7th AWSC Existing plus Project PM Peak
5: Temperance Avenue & Olive Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh 57.5
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 188 193 11 76 103 10 9 355 86 17 265 95 Future Vol, veh/h 188 193 11 76 103 10 9 355 86 17 265 95 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 196 201 11 79 107 10 9 370 90 18 276 99
Number of Lanes 010010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1111
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1111
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1111
HCM Control Delay, s/veh 57.2 21.7 81.8 46.8

HCM LOS F C F E
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 2% 48% 40% 5%
Vol Thru, % 79% 49% 54% 70%
Vol Right, % 19% 3% 5% 25%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 450 392 189 377
LT Vol 9 188 76 17
Through Vol 355 193 103 265
RT Vol 86 11 10 95
Lane Flow Rate 469 408 197 393
Geometry Grp 1 1 1 1
Degree of Util (X) 1.04 0.93 0.502 0.875
Departure Headway (Hd) 7.989 8.435 9.49 8.27
Convergence, Y/N Yes Yes Yes Yes
Cap 459 433 382 440
Service Time 5.989 6.435 7.49 6.27
HCM Lane V/C Ratio 1.022 0.942 0.516 0.893
HCM Control Delay, s/veh 81.8 57.2 21.7 46.8
HCM Lane LOS F F C E
HCM 95th-tile Q 14.4 10.5 2.7 9
4 4 4 4
HCM 7th AWSC Existing plus Project PM Peak
6: Temperance Avenue & Belmont Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Intersection Delay, s/veh23.8
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 51 156 30 107 101 57 11 357 45 52 273 22 Future Vol, veh/h 51 156 30 107 101 57 11 357 45 52 273 22 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Heavy Vehicles, % 3 3 3 3 3 3 3 3 3 3 3 3
Mvmt Flow 52 159 31 109 103 58 11 364 46 53 279 22
Number of Lanes 0 1 1 0 11010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 2 2 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 2 2
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 2 2
HCM Control Delay, s/veh17.2 16.9 31.7 24.2

HCM LOS C C D C
Lane NBLn1 EBLn1 EBLn2WBLn1WBLn2 SBLn1
Vol Left, % 3% 25% 0% 51% 0% 15%
Vol Thru, % 86% 75% 0% 49% 0% 79%
Vol Right, % 11% 0% 100% 0% 100% 6%
Sign Control Stop Stop Stop Stop Stop Stop
Traffic Vol by Lane 413 207 30 208 57 347
LT Vol 11 51 0 107 0 52
Through Vol 357 156 0 101 0 273
RT Vol 45 0 30 0 57 22
Lane Flow Rate 421 211 31 212 58 354
Geometry Grp 2 5 5 5 5 2
Degree of Util (X) 0.799 0.477 0.062 0.484 0.117 0.688
Departure Headway (Hd) 6.825 8.138 7.284 8.213 7.221 6.998 Convergence, Y/N Yes Yes Yes Yes Yes Yes
Cap 535 441 490 437 495 517
Service Time 4.825 5.901 5.047 5.975 4.982 5.054
HCM Lane V/C Ratio 0.787 0.478 0.063 0.485 0.117 0.685
HCM Control Delay, s/veh 31.7 18.2 10.5 18.5 10.9 24.2
HCM Lane LOS D C B C B C
HCM 95th-tile Q 7.6 2.5 0.2 2.6 0.4 5.2
4 7 4 7 4* 4
HCM 7th Signalized Intersection Summary Existing plus Project AM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 101 190 29 115 229 21 23 270 67 7 312 156 Future Volume (veh/h) 101 190 29 115 229 21 23 270 67 7 312 156 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 106 200 31 121 241 22 24 284 71 7 328 164 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 215 307 48 228 339 31 78 389 97 26 448 380
Arrive On Green 0.12 0.20 0.20 0.13 0.20 0.20 0.04 0.27 0.27 0.01 0.24 0.24 Sat Flow, veh/h 1767 1569 243 1767 1675 153 1767 1433 358 1767 1856 1572 Grp Volume(v), veh/h 106 0 231 121 0 263 24 0 355 7 328 164 Grp Sat Flow(s),veh/h/ln 1767 0 1812 1767 0 1828 1767 0 1791 1767 1856 1572 Q Serve(g_s), s 2.7 0.0 5.7 3.1 0.0 6.5 0.6 0.0 8.8 0.2 7.9 4.3 Cycle Q Clear(g_c), s 2.7 0.0 5.7 3.1 0.0 6.5 0.6 0.0 8.8 0.2 7.9 4.3 Prop In Lane 1.00 0.13 1.00 0.08 1.00 0.20 1.00 1.00
Lane Grp Cap(c), veh/h 215 0 354 228 0 370 78 0 486 26 448 380 V/C Ratio(X) 0.49 0.00 0.65 0.53 0.00 0.71 0.31 0.00 0.73 0.27 0.73 0.43 Avail Cap(c_a), veh/h 283 0 1189 319 0 1237 283 0 822 283 852 722 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.0 0.0 18.1 19.9 0.0 18.1 22.6 0.0 16.1 23.8 17.0 15.7 Incr Delay (d2), s/veh 1.7 0.0 2.0 1.9 0.0 2.5 2.2 0.0 2.1 5.6 2.3 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 2.1 1.2 0.0 2.5 0.3 0.0 3.1 0.1 3.0 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 21.7 0.0 20.1 21.8 0.0 20.6 24.7 0.0 18.3 29.4 19.4 16.4 LnGrp LOS C C C C C B C B B
Approach Vol, veh/h 337 384 379 499
Approach Delay, s/veh 20.6 21.0 18.7 18.5
Approach LOS C C B B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 4.9 18.5 10.5 14.8 6.4 17.1 10.1 15.2 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 22.4 8.8 32.0 7.8 22.4 7.8 33.0 Max Q Clear Time (g_c+I1), s 2.2 10.8 5.1 7.7 2.6 9.9 4.7 8.5 Green Ext Time (p_c), s 0.0 1.5 0.1 1.2 0.0 1.8 0.1 1.3 Intersection Summary
HCM 7th Control Delay, s/veh 19.6
HCM 7th LOS B
1 1 1 + 7
HCM 7th Signalized Intersection Summary Existing plus Project AM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 75 107 35 142 150 40 38 251 26 34 383 34 Future Volume (veh/h) 75 107 35 142 150 40 38 251 26 34 383 34 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 80 114 37 151 160 43 40 267 28 36 407 36 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 175 288 243 222 256 69 114 510 53 105 511 45 Arrive On Green 0.10 0.16 0.16 0.13 0.18 0.18 0.06 0.31 0.31 0.06 0.30 0.30 Sat Flow, veh/h 1767 1856 1562 1767 1407 378 1767 1651 173 1767 1680 149 Grp Volume(v), veh/h 80 114 37 151 0 203 40 0 295 36 0 443 Grp Sat Flow(s),veh/h/ln 1767 1856 1562 1767 0 1785 1767 0 1824 1767 0 1829 Q Serve(g_s), s 2.4 3.1 1.2 4.6 0.0 5.9 1.2 0.0 7.5 1.1 0.0 12.5 Cycle Q Clear(g_c), s 2.4 3.1 1.2 4.6 0.0 5.9 1.2 0.0 7.5 1.1 0.0 12.5 Prop In Lane 1.00 1.00 1.00 0.21 1.00 0.09 1.00 0.08
Lane Grp Cap(c), veh/h 175 288 243 222 0 325 114 0 564 105 0 556 V/C Ratio(X) 0.46 0.40 0.15 0.68 0.00 0.62 0.35 0.00 0.52 0.34 0.00 0.80 Avail Cap(c_a), veh/h 308 1254 1056 371 0 1260 245 0 1071 245 0 1073 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.9 21.4 20.5 23.5 0.0 21.2 25.2 0.0 16.0 25.4 0.0 18.0 Incr Delay (d2), s/veh 1.9 0.9 0.3 3.6 0.0 2.0 1.8 0.0 0.8 1.9 0.0 2.7 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 1.2 0.4 1.8 0.0 2.2 0.5 0.0 2.7 0.5 0.0 4.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.8 22.2 20.8 27.1 0.0 23.2 27.0 0.0 16.8 27.3 0.0 20.6 LnGrp LOS C C C C C C B C C
Approach Vol, veh/h 231 354 335 479
Approach Delay, s/veh 23.2 24.9 18.0 21.1
Approach LOS C C B C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.6 22.7 11.3 14.7 7.8 22.4 9.8 16.2 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 33.0 11.8 * 38 7.8 33.0 9.8 39.7 Max Q Clear Time (g_c+I1), s 3.1 9.5 6.6 5.1 3.2 14.5 4.4 7.9 Green Ext Time (p_c), s 0.0 1.5 0.1 0.6 0.0 2.3 0.1 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 21.7
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 1 1
HCM 7th Signalized Intersection Summary Existing plus Project PM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 188 193 11 76 103 10 9 355 86 17 265 95 Future Volume (veh/h) 188 193 11 76 103 10 9 355 86 17 265 95 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 196 201 11 79 107 10 9 370 90 18 276 99 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 250 329 18 181 250 23 32 445 108 61 603 511
Arrive On Green 0.14 0.19 0.19 0.10 0.15 0.15 0.02 0.31 0.31 0.03 0.32 0.32 Sat Flow, veh/h 1767 1743 95 1767 1671 156 1767 1442 351 1767 1856 1572 Grp Volume(v), veh/h 196 0 212 79 0 117 9 0 460 18 276 99 Grp Sat Flow(s),veh/h/ln 1767 0 1838 1767 0 1827 1767 0 1792 1767 1856 1572 Q Serve(g_s), s 5.6 0.0 5.5 2.2 0.0 3.0 0.3 0.0 12.4 0.5 6.1 2.4 Cycle Q Clear(g_c), s 5.6 0.0 5.5 2.2 0.0 3.0 0.3 0.0 12.4 0.5 6.1 2.4 Prop In Lane 1.00 0.05 1.00 0.09 1.00 0.20 1.00 1.00
Lane Grp Cap(c), veh/h 250 0 347 181 0 274 32 0 553 61 603 511 V/C Ratio(X) 0.78 0.00 0.61 0.44 0.00 0.43 0.28 0.00 0.83 0.30 0.46 0.19 Avail Cap(c_a), veh/h 299 0 1133 299 0 1126 265 0 773 265 800 678 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.5 0.0 19.3 21.9 0.0 20.1 25.2 0.0 16.7 24.5 13.9 12.6 Incr Delay (d2), s/veh 10.8 0.0 1.7 1.7 0.0 1.1 4.6 0.0 5.5 2.7 0.5 0.2 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.7 0.0 2.1 0.9 0.0 1.2 0.1 0.0 4.8 0.2 2.1 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 32.4 0.0 21.0 23.6 0.0 21.1 29.7 0.0 22.2 27.1 14.5 12.8 LnGrp LOS C C C C C C C B B
Approach Vol, veh/h 408 196 469 393
Approach Delay, s/veh 26.5 22.1 22.3 14.6
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 6.0 21.3 9.5 15.1 5.1 22.2 11.5 13.1 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 22.4 8.8 32.0 7.8 22.4 8.8 32.0 Max Q Clear Time (g_c+I1), s 2.5 14.4 4.2 7.5 2.3 8.1 7.6 5.0 Green Ext Time (p_c), s 0.0 1.6 0.1 1.0 0.0 1.5 0.1 0.5 Intersection Summary
HCM 7th Control Delay, s/veh 21.4
HCM 7th LOS C
1 1 1 + 7
HCM 7th Signalized Intersection Summary Existing plus Project PM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 156 30 107 101 57 11 357 45 52 273 22 Future Volume (veh/h) 51 156 30 107 101 57 11 357 45 52 273 22 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 52 159 31 109 103 58 11 364 46 53 279 22 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 139 270 228 206 205 115 39 469 59 140 591 47 Arrive On Green 0.08 0.15 0.15 0.12 0.18 0.18 0.02 0.29 0.29 0.08 0.35 0.35 Sat Flow, veh/h 1767 1856 1572 1767 1115 628 1767 1614 204 1767 1697 134 Grp Volume(v), veh/h 52 159 31 109 0 161 11 0 410 53 0 301 Grp Sat Flow(s),veh/h/ln 1767 1856 1572 1767 0 1743 1767 0 1818 1767 0 1831 Q Serve(g_s), s 1.5 4.3 0.9 3.1 0.0 4.5 0.3 0.0 11.1 1.5 0.0 6.9 Cycle Q Clear(g_c), s 1.5 4.3 0.9 3.1 0.0 4.5 0.3 0.0 11.1 1.5 0.0 6.9 Prop In Lane 1.00 1.00 1.00 0.36 1.00 0.11 1.00 0.07
Lane Grp Cap(c), veh/h 139 270 228 206 0 320 39 0 529 140 0 638 V/C Ratio(X) 0.38 0.59 0.14 0.53 0.00 0.50 0.28 0.00 0.78 0.38 0.00 0.47 Avail Cap(c_a), veh/h 290 1316 1115 323 0 1259 257 0 1188 257 0 1196 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.4 21.4 20.0 22.3 0.0 19.7 25.8 0.0 17.4 23.4 0.0 13.6 Incr Delay (d2), s/veh 1.7 2.1 0.3 2.1 0.0 1.2 3.9 0.0 2.5 1.7 0.0 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.7 0.3 1.2 0.0 1.5 0.2 0.0 4.1 0.6 0.0 2.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 25.1 23.5 20.2 24.3 0.0 20.9 29.7 0.0 19.9 25.1 0.0 14.2 LnGrp LOS C C C C C C B C B
Approach Vol, veh/h 242 270 421 354
Approach Delay, s/veh 23.4 22.3 20.1 15.8
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 8.5 20.9 10.5 13.8 5.4 24.0 8.4 15.8 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 35.0 9.8 * 38 7.8 35.0 8.8 38.7 Max Q Clear Time (g_c+I1), s 3.5 13.1 5.1 6.3 2.3 8.9 3.5 6.5 Green Ext Time (p_c), s 0.0 2.2 0.1 0.9 0.0 1.6 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 20.0
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 1 1
Queuing and Blocking Report Existing plus Project AM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Temperance Avenue & Clinton Avenue
Movement EB EB WB WB NB NB NB NB NB SB SB
Directions Served L TR L TR UL T T T R UL TR
Maximum Queue (ft) 74 160 148 234 117 100 96 98 99 140 327 Average Queue (ft) 27 80 78 78 56 55 48 34 35 84 157
95th Queue (ft) 63 137 132 156 99 88 86 82 65 131 264
Link Distance (ft) 2594 1085 1223 1223 1223 2543
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 250 150 235
Storage Blk Time (%) 1 2
Queuing Penalty (veh) 1 3
Intersection: 2: Temperance Avenue & McKinley Avenue
Movement WB WB NB SB
Directions Served L R TR UL
Maximum Queue (ft) 204 80 22 93
Average Queue (ft) 56 42 3 35
95th Queue (ft) 127 68 15 76
Link Distance (ft) 781 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 160
Storage Blk Time (%) 4
Queuing Penalty (veh) 6
Intersection: 3: McKinley Avenue & Project Driveway A
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 25 50
Average Queue (ft) 1 26
95th Queue (ft) 8 49
Link Distance (ft) 936 508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Existing plus Project AM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 4: McKinley Avenue & Project Driveway B
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 25 53
Average Queue (ft) 1 12
95th Queue (ft) 8 37
Link Distance (ft) 753 309
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Temperance Avenue & Olive Avenue
Movement EB EB WB WB NB NB SB SB SB
Directions Served L TR L TR L TR L T R
Maximum Queue (ft) 135 176 119 144 53 247 31 203 101
Average Queue (ft) 50 77 69 87 18 115 7 104 50
95th Queue (ft) 100 149 115 134 47 203 27 178 87
Link Distance (ft) 2552 2851 2550 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 250 250
Storage Blk Time (%) 0
Queuing Penalty (veh) 0
Intersection: 6: Temperance Avenue & Belmont Avenue
Movement EB EB EB WB WB NB NB SB SB
Directions Served L T R L TR L TR L TR
Maximum Queue (ft) 96 116 100 144 162 68 238 250 302
Average Queue (ft) 52 44 22 91 83 23 105 39 152
95th Queue (ft) 98 83 60 143 145 49 194 110 269
Link Distance (ft) 1627 1630 1701 2550
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 160 50 140 150 150
Storage Blk Time (%) 8 2 1 0 3 11
Queuing Penalty (veh) 9321 1 4
Network Summary
Network wide Queuing Penalty: 29
Queuing and Blocking Report Existing plus Project PM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Temperance Avenue & Clinton Avenue
Movement EB EB WB WB NB NB NB NB NB SB SB
Directions Served L TR L TR UL T T T R UL TR
Maximum Queue (ft) 73 158 68 125 71 121 133 119 54 75 353 Average Queue (ft) 34 66 36 37 32 68 75 52 20 30 149
95th Queue (ft) 69 120 65 84 63 103 114 109 44 65 274
Link Distance (ft) 2604 1085 1223 1223 1223 2547
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 200 250 150 235
Storage Blk Time (%) 3
Queuing Penalty (veh) 1
Intersection: 2: Temperance Avenue & McKinley Avenue
Movement WB WB NB SB
Directions Served L R TR UL
Maximum Queue (ft) 93 74 47 115
Average Queue (ft) 41 36 6 47
95th Queue (ft) 76 58 27 90
Link Distance (ft) 781 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 140 160
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 3: McKinley Avenue & Project Driveway A
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 31 31
Average Queue (ft) 4 23
95th Queue (ft) 20 43
Link Distance (ft) 926 498
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Queuing and Blocking Report Existing plus Project PM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 4: McKinley Avenue & Project Driveway B
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 25 31
Average Queue (ft) 2 6
95th Queue (ft) 12 26
Link Distance (ft) 763 318
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Temperance Avenue & Olive Avenue
Movement EB EB WB WB NB NB SB SB SB
Directions Served L TR L TR L TR L T R
Maximum Queue (ft) 199 167 116 137 53 380 49 141 72
Average Queue (ft) 103 73 50 61 10 191 16 90 34
95th Queue (ft) 177 144 99 118 36 324 41 141 59
Link Distance (ft) 2552 2844 2544 2630
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 250 250
Storage Blk Time (%) 10
Queuing Penalty (veh) 1
Intersection: 6: Temperance Avenue & Belmont Avenue
Movement EB EB EB WB WB NB NB SB SB
Directions Served L T R L TR L TR L TR
Maximum Queue (ft) 116 141 95 119 177 47 276 96 200
Average Queue (ft) 39 76 19 68 67 11 148 46 110
95th Queue (ft) 82 126 52 106 138 32 245 86 204
Link Distance (ft) 1625 1641 1707 2544
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 160 50 140 150 150
Storage Blk Time (%) 22 0274
Queuing Penalty (veh) 17 0312
Network Summary
Network wide Queuing Penalty: 25
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Constrained Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 6.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 735 Opposing Demand Flow Rate, veh/h - Peak Hour Factor 0.78 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.43 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 45.5
Speed Slope Coefficient 3.02628 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.38635 PF Power Coefficient 0.71828 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 11.5 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.0
Vehicle Results
Average Speed, mi/h 43.0 Percent Followers, % 67.1
Segment Travel Time, minutes 1.40 Follower Density, followers/mi/ln 11.5 Vehicle LOS D
Facility Results
T Follower Density, followers/mi/ln LOS
1 11.5 D
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:24:05 21 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Constrained Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 6.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 681 Opposing Demand Flow Rate, veh/h - Peak Hour Factor 0.89 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.40 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 45.5
Speed Slope Coefficient 3.02628 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.38635 PF Power Coefficient 0.71828 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 10.3 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.1
Vehicle Results
Average Speed, mi/h 43.1 Percent Followers, % 65.1
Segment Travel Time, minutes 1.39 Follower Density, followers/mi/ln 10.3 Vehicle LOS D
Facility Results
T Follower Density, followers/mi/ln LOS
1 10.3 D
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:24:52 21 PM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 632 Opposing Demand Flow Rate, veh/h 480 Peak Hour Factor 0.88 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.37 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.93310 Speed Power Coefficient 0.48486 PF Slope Coefficient -1.30269 PF Power Coefficient 0.75449 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 8.5 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 44.8
Vehicle Results
Average Speed, mi/h 44.8 Percent Followers, % 60.2
Segment Travel Time, minutes 1.34 Follower Density, followers/mi/ln 8.5 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 8.5 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:25:49 22 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 623 Opposing Demand Flow Rate, veh/h 438 Peak Hour Factor 0.95 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.37 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.92302 Speed Power Coefficient 0.49088 PF Slope Coefficient -1.29626 PF Power Coefficient 0.75637 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 8.3 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 44.9
Vehicle Results
Average Speed, mi/h 44.9 Percent Followers, % 59.6
Segment Travel Time, minutes 1.34 Follower Density, followers/mi/ln 8.3 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 8.3 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:26:27 22 PM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Floradora Avenue
and Olive Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 528 Opposing Demand Flow Rate, veh/h 436 Peak Hour Factor 0.90 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.31 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.92244 Speed Power Coefficient 0.49123 PF Slope Coefficient -1.29589 PF Power Coefficient 0.75648 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 6.4 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 45.1
Vehicle Results
Average Speed, mi/h 45.1 Percent Followers, % 55.0
Segment Travel Time, minutes 1.33 Follower Density, followers/mi/ln 6.4 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 6.4 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:27:04 23 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Existing plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Floradora Avenue
and Olive Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 614 Opposing Demand Flow Rate, veh/h 419 Peak Hour Factor 0.90 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.36 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.91826 Speed Power Coefficient 0.49380 PF Slope Coefficient -1.29316 PF Power Coefficient 0.75726 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 8.1 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 44.9
Vehicle Results
Average Speed, mi/h 44.9 Percent Followers, % 59.1
Segment Travel Time, minutes 1.34 Follower Density, followers/mi/ln 8.1 Vehicle LOS C
Facility Results
T Follower Density, followers/mi/ln LOS
1 8.1 C
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:27:30 23 PM.xuf
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | H
(559) 570-8991
Appendix H: Cumulative Year 2046 plus Project Traffic Conditions JI R Wl ENGINEERING, INC.TRAFFIC
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 53 372 64 258 400 166 1 79 424 226 8 216 Future Volume (vph) 53 372 64 258 400 166 1 79 424 226 8 216 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.93 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.96 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1752 1804 1752 1753 1752 5036 1460 1752 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (perm) 1752 1804 1752 1753 1752 5036 1460 1752 Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 62 433 74 300 465 193 1 92 493 263 9 251 RTOR Reduction (vph) 0 4 0 0 10 0 0 0 0 178 0 0
Lane Group Flow (vph) 62 503 0 300 648 0 0 93 493 85 0 260 Confl. Peds. (#/hr) 7 15
Turn Type Prot NA Prot NA Prot Prot NA Perm Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 2
Actuated Green, G (s) 6.2 36.8 16.8 47.8 7.8 47.0 47.0 26.2 Effective Green, g (s) 6.2 36.8 16.8 47.8 7.8 47.0 47.0 26.2 Actuated g/C Ratio 0.04 0.25 0.12 0.33 0.05 0.32 0.32 0.18 Clearance Time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 74 455 201 574 93 1623 470 314
v/s Ratio Prot 0.04 0.28 c0.17 c0.37 0.05 0.10 c0.15
v/s Ratio Perm 0.06
v/c Ratio 0.84 1.10 1.49 1.13 1.00 0.30 0.18 0.83
Uniform Delay, d1 69.3 54.5 64.5 49.0 69.0 37.1 35.5 57.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 53.0 73.7 246.1 78.3 93.3 0.1 0.2 16.2 Delay (s) 122.3 128.2 310.6 127.3 162.3 37.2 35.7 73.9
Level of Service F F F F F D D E
Approach Delay (s/veh) 127.5 184.7 50.5
Approach LOS F F D
Intersection Summary
HCM 2000 Control Delay (s/veh) 173.1 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.40
Actuated Cycle Length (s) 145.8 Sum of lost time (s) 19.0 Intersection Capacity Utilization 117.8% ICU Level of Service H Analysis Period (min) 15
c Critical Lane Group
l
fl
1 1 5 1* 7 &
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 960 119
Future Volume (vph) 960 119
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot) 1814
Flt Permitted 1.00
Satd. Flow (perm) 1814
Peak-hour factor, PHF 0.86 0.86
Adj. Flow (vph) 1116 138
RTOR Reduction (vph) 3 0
Lane Group Flow (vph) 1251 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 65.4
Effective Green, g (s) 65.4
Actuated g/C Ratio 0.45
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 813
v/s Ratio Prot c0.69
v/s Ratio Perm
v/c Ratio 1.54
Uniform Delay, d1 40.2
Progression Factor 1.00
Incremental Delay, d2 248.4
Delay (s) 288.6
Level of Service F
Approach Delay (s/veh) 251.8
Approach LOS F
Intersection Summary
1 HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 35 195 43 223 166 169 132 446 340 6 163 950 Future Volume (vph) 35 195 43 223 166 169 132 446 340 6 163 950 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 1845 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 1845 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 37 207 46 237 177 180 140 474 362 6 173 1011 RTOR Reduction (vph) 0 0 37 0 0 134 0 0 218000
Lane Group Flow (vph) 37 207 9 237 177 46 140 474 144 0 179 1011 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot Prot NA Protected Phases 7 4 3 8 5 2 1 1 6
Permitted Phases 4 8 2
Actuated Green, G (s) 4.5 20.4 20.4 10.9 26.8 26.8 7.9 41.7 41.7 12.9 46.7 Effective Green, g (s) 4.5 20.4 20.4 10.9 26.8 26.8 7.9 41.7 41.7 12.9 46.7 Actuated g/C Ratio 0.04 0.19 0.19 0.10 0.26 0.26 0.08 0.40 0.40 0.12 0.45 Clearance Time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 75 358 304 182 471 400 131 733 623 215 821 v/s Ratio Prot 0.02 c0.11 c0.14 0.10 c0.08 0.26 0.10 c0.55 v/s Ratio Perm 0.01 0.03 0.09
v/c Ratio 0.49 0.58 0.03 1.30 0.38 0.11 1.07 0.65 0.23 0.83 1.23 Uniform Delay, d1 49.1 38.3 34.2 47.0 32.2 30.0 48.5 25.6 21.0 44.9 29.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.0 2.3 0.0 170.1 0.5 0.1 98.2 2.0 0.2 23.2 114.7 Delay (s) 54.1 40.6 34.3 217.1 32.7 30.1 146.7 27.6 21.2 68.1 143.8 Level of Service D D C F C C F C C E F
Approach Delay (s/veh) 41.3 105.5 42.3 117.6
Approach LOS D F D F
Intersection Summary
HCM 2000 Control Delay (s/veh) 85.7 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 1.07
Actuated Cycle Length (s) 104.9 Sum of lost time (s) 19.0 Intersection Capacity Utilization 95.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
L
t 7 t 7 1 7 a 1
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBR
Lane Configurations
Traffic Volume (vph) 166
Future Volume (vph) 166
Ideal Flow (vphpl) 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1568
Flt Permitted 1.00
Satd. Flow (perm) 1568
Peak-hour factor, PHF 0.94
Adj. Flow (vph) 177
RTOR Reduction (vph) 54
Lane Group Flow (vph) 123
Turn Type Perm
Protected Phases
Permitted Phases 6
Actuated Green, G (s) 46.7
Effective Green, g (s) 46.7
Actuated g/C Ratio 0.45
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 698
v/s Ratio Prot
v/s Ratio Perm 0.08
v/c Ratio 0.18
Uniform Delay, d1 17.5
Progression Factor 1.00
Incremental Delay, d2 0.1
Delay (s) 17.6
Level of Service B
Approach Delay (s/veh)
Approach LOS
Intersection Summary
7 HCM 7th TWSC Cumulative Year 2046 plus Project AM Peak 3: McKinley Avenue & Project Driveway A 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 0.7
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 16 700 503 2 5 45
Future Vol, veh/h 16 700 503 2 5 45
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 17 761 547 2 5 49
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 549 0 - 0 1343 548
Stage 1 - - - - 548 -
Stage 2 - - - - 796 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1016 - - - 167 534
Stage 1 - - - - 577 -
Stage 2 - - - - 443 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1016 - - - 162 534
Mov Cap-2 Maneuver - - - - 162 -
Stage 1 - - - - 560 -
Stage 2 - - - - 443 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.19 0 14.47

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 40 - - - 434
HCM Lane V/C Ratio 0.017 - - - 0.125
HCM Ctrl Dly (s/v) 8.6 0 - - 14.5
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.4
1 Y4
HCM 7th TWSC Cumulative Year 2046 plus Project AM Peak
4: McKinley Avenue & Project Driveway B 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 0.2
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 4 701 494 0 1 11
Future Vol, veh/h 4 701 494 0 1 11
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 4 762 537 0 1 12
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 537 0 - 0 1308 537
Stage 1 - - - - 537 -
Stage 2 - - - - 771 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1026 - - - 175 542
Stage 1 - - - - 584 -
Stage 2 - - - - 455 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1026 - - - 174 542
Mov Cap-2 Maneuver - - - - 174 -
Stage 1 - - - - 580 -
Stage 2 - - - - 455 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.05 0 13.04

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 10 - - - 461
HCM Lane V/C Ratio 0.004 - - - 0.028
HCM Ctrl Dly (s/v) 8.5 0 - - 13
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0 - - - 0.1
1 Y4
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project AM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 181 205 30 162 269 58 41 531 82 42 807 286 Future Volume (veh/h) 181 205 30 162 269 58 41 531 82 42 807 286 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 191 216 32 171 283 61 43 559 86 44 849 301 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 179 348 51 179 325 70 98 670 103 99 793 672
Arrive On Green 0.10 0.22 0.22 0.10 0.22 0.22 0.06 0.43 0.43 0.06 0.43 0.43 Sat Flow, veh/h 1767 1579 234 1767 1479 319 1767 1570 242 1767 1856 1572 Grp Volume(v), veh/h 191 0 248 171 0 344 43 0 645 44 849 301 Grp Sat Flow(s),veh/h/ln 1767 0 1813 1767 0 1798 1767 0 1812 1767 1856 1572 Q Serve(g_s), s 9.8 0.0 12.0 9.3 0.0 17.9 2.3 0.0 30.7 2.3 41.4 13.1 Cycle Q Clear(g_c), s 9.8 0.0 12.0 9.3 0.0 17.9 2.3 0.0 30.7 2.3 41.4 13.1 Prop In Lane 1.00 0.13 1.00 0.18 1.00 0.13 1.00 1.00
Lane Grp Cap(c), veh/h 179 0 399 179 0 396 98 0 773 99 793 672 V/C Ratio(X) 1.07 0.00 0.62 0.96 0.00 0.87 0.44 0.00 0.83 0.45 1.07 0.45 Avail Cap(c_a), veh/h 179 0 599 179 0 594 142 0 775 142 793 672 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 43.5 0.0 34.1 43.3 0.0 36.4 44.3 0.0 24.7 44.3 27.7 19.6 Incr Delay (d2), s/veh 86.6 0.0 1.6 54.5 0.0 8.9 3.1 0.0 7.8 3.1 52.5 0.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 0.0 5.2 6.6 0.0 8.4 1.0 0.0 13.6 1.1 28.0 4.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 130.1 0.0 35.7 97.8 0.0 45.4 47.4 0.0 32.5 47.4 80.3 20.1 LnGrp LOS F D F D D C D F C
Approach Vol, veh/h 439 515 688 1194
Approach Delay, s/veh 76.8 62.8 33.5 63.9
Approach LOS E E C E
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.6 46.6 14.0 26.6 9.5 46.7 14.0 26.6 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 41.4 9.8 32.0 7.8 41.4 9.8 32.0 Max Q Clear Time (g_c+I1), s 4.3 32.7 11.3 14.0 4.3 43.4 11.8 19.9 Green Ext Time (p_c), s 0.0 2.6 0.0 1.1 0.0 0.0 0.0 1.4 Intersection Summary
HCM 7th Control Delay, s/veh 58.3
HCM 7th LOS E
1 1 1 + 7
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project AM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 147 133 48 164 201 44 70 476 27 42 836 133 Future Volume (veh/h) 147 133 48 164 201 44 70 476 27 42 836 133 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 156 141 51 174 214 47 74 506 29 45 889 141 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 140 322 271 158 270 59 122 835 48 99 731 116 Arrive On Green 0.08 0.17 0.17 0.09 0.18 0.18 0.07 0.48 0.48 0.06 0.47 0.47 Sat Flow, veh/h 1767 1856 1563 1767 1472 323 1767 1738 100 1767 1563 248 Grp Volume(v), veh/h 156 141 51 174 0 261 74 0 535 45 0 1030 Grp Sat Flow(s),veh/h/ln 1767 1856 1563 1767 0 1795 1767 0 1837 1767 0 1811 Q Serve(g_s), s 7.8 6.7 2.7 8.8 0.0 13.7 4.0 0.0 21.0 2.4 0.0 46.0 Cycle Q Clear(g_c), s 7.8 6.7 2.7 8.8 0.0 13.7 4.0 0.0 21.0 2.4 0.0 46.0 Prop In Lane 1.00 1.00 1.00 0.18 1.00 0.05 1.00 0.14
Lane Grp Cap(c), veh/h 140 322 271 158 0 329 122 0 883 99 0 847 V/C Ratio(X) 1.11 0.44 0.19 1.10 0.00 0.79 0.61 0.00 0.61 0.45 0.00 1.22 Avail Cap(c_a), veh/h 140 717 604 158 0 707 140 0 883 140 0 847 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 45.2 36.4 34.7 44.7 0.0 38.3 44.5 0.0 18.7 44.9 0.0 26.1 Incr Delay (d2), s/veh 109.4 0.9 0.3 100.8 0.0 4.3 5.8 0.0 1.2 3.2 0.0 107.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 3.0 1.0 8.1 0.0 6.0 1.9 0.0 8.3 1.1 0.0 42.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 154.6 37.3 35.1 145.5 0.0 42.7 50.3 0.0 19.9 48.1 0.0 134.0 LnGrp LOS F D D F D D B D F
Approach Vol, veh/h 348 435 609 1075
Approach Delay, s/veh 89.6 83.8 23.6 130.4
Approach LOS F F C F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.7 52.5 13.0 23.0 11.0 51.3 12.0 24.0 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 46.0 8.8 * 38 7.8 46.0 7.8 38.7 Max Q Clear Time (g_c+I1), s 4.4 23.0 10.8 8.7 6.0 48.0 9.8 15.7 Green Ext Time (p_c), s 0.0 3.2 0.0 0.8 0.0 0.0 0.0 1.2 Intersection Summary
HCM 7th Control Delay, s/veh 90.0
HCM 7th LOS F
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 1 1
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 71 129 91 84 113 86 1 100 994 118 7 64 Future Volume (vph) 71 129 91 84 113 86 1 100 994 118 7 64 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 0.95 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (prot) 1752 1730 1752 1712 1752 5036 1491 1752 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95
Satd. Flow (perm) 1752 1730 1752 1712 1752 5036 1491 1752 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 79 143 101 93 126 96 1 111 1104 131 8 71 RTOR Reduction (vph) 0 29 0 0 32 0 0 0 0 65 0 0
Lane Group Flow (vph) 79 215 0 93 190 0 0 112 1104 66 0 79 Confl. Peds. (#/hr) 7 15
Turn Type Prot NA Prot NA Prot Prot NA Perm Prot Prot
Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 2
Actuated Green, G (s) 6.0 17.6 6.0 18.0 8.0 38.2 38.2 6.0 Effective Green, g (s) 6.0 17.6 6.0 18.0 8.0 38.2 38.2 6.0 Actuated g/C Ratio 0.07 0.20 0.07 0.21 0.09 0.44 0.44 0.07 Clearance Time (s) 4.2 5.3 4.2 4.9 4.2 5.3 5.3 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 121 350 121 355 161 2216 656 121
v/s Ratio Prot 0.05 c0.12 c0.05 0.11 c0.06 0.22 0.05
v/s Ratio Perm 0.04
v/c Ratio 0.65 0.61 0.77 0.54 0.70 0.50 0.10 0.65
Uniform Delay, d1 39.4 31.5 39.7 30.7 38.2 17.4 14.2 39.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.0 3.2 24.9 1.6 12.3 0.2 0.1 12.0 Delay (s) 51.3 34.7 64.6 32.2 50.5 17.6 14.3 51.3
Level of Service D C E C D B B D
Approach Delay (s/veh) 38.7 41.8 20.0
Approach LOS D D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 30.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 86.8 Sum of lost time (s) 19.0 Intersection Capacity Utilization 77.2% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
l
fl
1 1 5 1* 7 &
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 542 79
Future Volume (vph) 542 79
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.98
Flt Protected 1.00
Satd. Flow (prot) 1809
Flt Permitted 1.00
Satd. Flow (perm) 1809
Peak-hour factor, PHF 0.90 0.90
Adj. Flow (vph) 602 88
RTOR Reduction (vph) 4 0
Lane Group Flow (vph) 686 0
Confl. Peds. (#/hr)
Turn Type NA
Protected Phases 6
Permitted Phases
Actuated Green, G (s) 36.2
Effective Green, g (s) 36.2
Actuated g/C Ratio 0.42
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 754
v/s Ratio Prot c0.38
v/s Ratio Perm
v/c Ratio 0.91
Uniform Delay, d1 23.8
Progression Factor 1.00
Incremental Delay, d2 14.8
Delay (s) 38.6
Level of Service D
Approach Delay (s/veh) 39.9
Approach LOS D
Intersection Summary
1 HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 149 142 142 127 68 111 68 938 141 7 133 507 Future Volume (vph) 149 142 142 127 68 111 68 938 141 7 133 507 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 1845 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Satd. Flow (perm) 1752 1845 1568 1752 1845 1568 1752 1845 1568 1752 1845 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 159 151 151 135 72 118 72 998 150 7 141 539 RTOR Reduction (vph) 0 0 127 0 0 99 0 0 50000
Lane Group Flow (vph) 159 151 24 135 72 19 72 998 100 0 148 539 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot Prot NA Protected Phases 7 4 3 8 5 2 1 1 6
Permitted Phases 4 8 2
Actuated Green, G (s) 8.9 16.1 16.1 8.9 16.1 16.1 6.2 49.7 49.7 7.9 51.4 Effective Green, g (s) 8.9 16.1 16.1 8.9 16.1 16.1 6.2 49.7 49.7 7.9 51.4 Actuated g/C Ratio 0.09 0.16 0.16 0.09 0.16 0.16 0.06 0.49 0.49 0.08 0.51 Clearance Time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 153 292 248 153 292 248 106 902 767 136 933 v/s Ratio Prot c0.09 c0.08 0.08 0.04 0.04 c0.54 c0.08 0.29 v/s Ratio Perm 0.02 0.01 0.06
v/c Ratio 1.04 0.52 0.10 0.88 0.25 0.08 0.68 1.11 0.13 1.09 0.58 Uniform Delay, d1 46.3 39.2 36.5 45.8 37.4 36.4 46.7 26.0 14.2 46.9 17.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 83.5 1.5 0.2 40.4 0.4 0.1 15.9 63.5 0.1 102.8 0.9 Delay (s) 129.9 40.7 36.7 86.3 37.9 36.5 62.7 89.5 14.2 149.6 18.4 Level of Service F D D F D D E F B F B
Approach Delay (s/veh) 70.2 57.5 78.6 45.1
Approach LOS E E E D
Intersection Summary
HCM 2000 Control Delay (s/veh) 65.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.98
Actuated Cycle Length (s) 101.6 Sum of lost time (s) 19.0 Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
L
t 7 t 7 1 7 a 1
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBR
Lane Configurations
Traffic Volume (vph) 30
Future Volume (vph) 30
Ideal Flow (vphpl) 1900
Total Lost time (s) 5.3
Lane Util. Factor 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 1568
Flt Permitted 1.00
Satd. Flow (perm) 1568
Peak-hour factor, PHF 0.94
Adj. Flow (vph) 32
RTOR Reduction (vph) 16
Lane Group Flow (vph) 16
Turn Type Perm
Protected Phases
Permitted Phases 6
Actuated Green, G (s) 51.4
Effective Green, g (s) 51.4
Actuated g/C Ratio 0.51
Clearance Time (s) 5.3
Vehicle Extension (s) 3.0
Lane Grp Cap (vph) 793
v/s Ratio Prot
v/s Ratio Perm 0.01
v/c Ratio 0.02
Uniform Delay, d1 12.5
Progression Factor 1.00
Incremental Delay, d2 0.0
Delay (s) 12.5
Level of Service B
Approach Delay (s/veh)
Approach LOS
Intersection Summary
7 HCM 7th TWSC Cumulative Year 2046 plus Project PM Peak 3: McKinley Avenue & Project Driveway A 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 1.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 54 267 238 3 2 31
Future Vol, veh/h 54 267 238 3 2 31
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 59 290 259 3 2 34
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 262 0 - 0 668 260
Stage 1 - - - - 260 -
Stage 2 - - - - 408 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1297 - - - 422 776
Stage 1 - - - - 781 -
Stage 2 - - - - 669 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1297 - - - 399 776
Mov Cap-2 Maneuver - - - - 399 -
Stage 1 - - - - 739 -
Stage 2 - - - - 669 -
Approach EB WB SB
HCM Ctrl Dly, s/v 1.33 0 10.16

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 303 - - - 734
HCM Lane V/C Ratio 0.045 - - - 0.049
HCM Ctrl Dly (s/v) 7.9 0 - - 10.2
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 0.1 - - - 0.2
1 Y4
HCM 7th TWSC Cumulative Year 2046 plus Project PM Peak
4: McKinley Avenue & Project Driveway B 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Intersection
Int Delay, s/veh 0.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 13 256 233 1 1 8
Future Vol, veh/h 13 256 233 1 1 8
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 3 3 3 3 3 3
Mvmt Flow 14 278 253 1 1 9
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 254 0 - 0 560 254
Stage 1 - - - - 254 -
Stage 2 - - - - 307 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1305 - - - 488 782
Stage 1 - - - - 786 -
Stage 2 - - - - 744 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1305 - - - 481 782
Mov Cap-2 Maneuver - - - - 481 -
Stage 1 - - - - 776 -
Stage 2 - - - - 744 -
Approach EB WB SB
HCM Ctrl Dly, s/v 0.38 0 9.99

HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 87 - - - 732
HCM Lane V/C Ratio 0.011 - - - 0.013
HCM Ctrl Dly (s/v) 7.8 0 - - 10
HCM Lane LOS A A - - A
HCM 95th %tile Q(veh) 0 - - - 0
1 Y4
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project PM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 204 199 11 88 110 50 11 846 89 33 451 214 Future Volume (veh/h) 204 199 11 88 110 50 11 846 89 33 451 214 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 212 207 11 92 115 52 11 881 93 34 470 223 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 210 295 16 120 143 65 36 893 94 82 1052 892
Arrive On Green 0.12 0.17 0.17 0.07 0.12 0.12 0.02 0.54 0.54 0.05 0.57 0.57 Sat Flow, veh/h 1767 1746 93 1767 1210 547 1767 1650 174 1767 1856 1572 Grp Volume(v), veh/h 212 0 218 92 0 167 11 0 974 34 470 223 Grp Sat Flow(s),veh/h/ln 1767 0 1839 1767 0 1757 1767 0 1824 1767 1856 1572 Q Serve(g_s), s 12.8 0.0 12.1 5.5 0.0 10.0 0.7 0.0 56.7 2.0 15.9 7.7 Cycle Q Clear(g_c), s 12.8 0.0 12.1 5.5 0.0 10.0 0.7 0.0 56.7 2.0 15.9 7.7 Prop In Lane 1.00 0.05 1.00 0.31 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 210 0 311 120 0 207 36 0 987 82 1052 892 V/C Ratio(X) 1.01 0.00 0.70 0.77 0.00 0.80 0.31 0.00 0.99 0.42 0.45 0.25 Avail Cap(c_a), veh/h 210 0 596 160 0 521 128 0 987 128 1052 892 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.6 0.0 42.3 49.5 0.0 46.4 52.1 0.0 24.4 50.1 13.6 11.8 Incr Delay (d2), s/veh 65.2 0.0 2.9 14.6 0.0 7.1 4.7 0.0 25.3 3.4 0.3 0.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.2 0.0 5.5 2.9 0.0 4.6 0.3 0.0 28.3 0.9 6.0 2.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 112.7 0.0 45.2 64.0 0.0 53.5 56.8 0.0 49.7 53.4 13.8 11.9 LnGrp LOS F D E D E D D B B
Approach Vol, veh/h 430 259 985 727
Approach Delay, s/veh 78.5 57.3 49.8 15.1
Approach LOS E E D B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 63.7 11.5 23.5 6.4 66.5 17.0 18.0 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 58.4 9.8 35.0 7.8 58.4 12.8 32.0 Max Q Clear Time (g_c+I1), s 4.0 58.7 7.5 14.1 2.7 17.9 14.8 12.0 Green Ext Time (p_c), s 0.0 0.0 0.0 1.0 0.0 3.7 0.0 0.7 Intersection Summary
HCM 7th Control Delay, s/veh 45.2
HCM 7th LOS D
1 1 1 + 7
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project PM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Baseline Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 115 215 67 113 139 63 24 830 50 57 485 71 Future Volume (veh/h) 115 215 67 113 139 63 24 830 50 57 485 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 117 219 68 115 142 64 24 847 51 58 495 72 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 144 297 250 143 192 87 68 847 51 113 815 119 Arrive On Green 0.08 0.16 0.16 0.08 0.16 0.16 0.04 0.49 0.49 0.06 0.51 0.51 Sat Flow, veh/h 1767 1856 1563 1767 1209 545 1767 1732 104 1767 1583 230 Grp Volume(v), veh/h 117 219 68 115 0 206 24 0 898 58 0 567 Grp Sat Flow(s),veh/h/ln 1767 1856 1563 1767 0 1753 1767 0 1837 1767 0 1814 Q Serve(g_s), s 6.2 10.7 3.7 6.1 0.0 10.7 1.3 0.0 46.7 3.0 0.0 21.1 Cycle Q Clear(g_c), s 6.2 10.7 3.7 6.1 0.0 10.7 1.3 0.0 46.7 3.0 0.0 21.1 Prop In Lane 1.00 1.00 1.00 0.31 1.00 0.06 1.00 0.13
Lane Grp Cap(c), veh/h 144 297 250 143 0 279 68 0 898 113 0 933 V/C Ratio(X) 0.81 0.74 0.27 0.80 0.00 0.74 0.35 0.00 1.00 0.51 0.00 0.61 Avail Cap(c_a), veh/h 144 744 627 144 0 698 144 0 898 144 0 933 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 43.1 38.2 35.2 43.2 0.0 38.3 44.8 0.0 24.4 43.2 0.0 16.4 Incr Delay (d2), s/veh 28.2 3.6 0.6 27.0 0.0 3.8 3.1 0.0 30.1 3.5 0.0 1.1 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 4.9 1.3 3.6 0.0 4.6 0.6 0.0 25.1 1.4 0.0 8.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 71.4 41.8 35.8 70.2 0.0 42.1 47.9 0.0 54.5 46.8 0.0 17.5 LnGrp LOS E D D E D D F D B
Approach Vol, veh/h 404 321 922 625
Approach Delay, s/veh 49.4 52.1 54.3 20.2
Approach LOS D D D C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.3 52.0 11.9 21.3 7.9 54.5 12.0 21.2 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 46.7 7.8 * 38 7.8 46.7 7.8 38.0 Max Q Clear Time (g_c+I1), s 5.0 48.7 8.1 12.7 3.3 23.1 8.2 12.7 Green Ext Time (p_c), s 0.0 0.0 0.0 1.3 0.0 3.5 0.0 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 43.7
HCM 7th LOS D
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 1 1
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 53 372 64 258 400 166 1 79 424 226 8 216 Future Volume (vph) 53 372 64 258 400 166 1 79 424 226 8 216 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 4.9 4.9 4.2 5.3 5.3 4.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 1.00 0.94 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1752 1845 1568 1752 1845 1539 1752 5036 1476 1752 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1752 1845 1568 1752 1845 1539 1752 5036 1476 1752 Peak-hour factor, PHF 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Adj. Flow (vph) 62 433 74 300 465 193 1 92 493 263 9 251 RTOR Reduction (vph) 0 0 54 0 0 119 0 0 0 205 0 0
Lane Group Flow (vph) 62 433 20 300 465 74 0 93 493 58 0 260 Confl. Peds. (#/hr) 7 15
Turn Type Prot NA Perm Prot NA Perm Prot Prot NA Perm Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 4 8 2
Actuated Green, G (s) 7.2 31.6 31.6 19.8 44.6 44.6 7.8 25.4 25.4 19.9 Effective Green, g (s) 7.2 31.6 31.6 19.8 44.6 44.6 7.8 25.4 25.4 19.9 Actuated g/C Ratio 0.06 0.27 0.27 0.17 0.39 0.39 0.07 0.22 0.22 0.17 Clearance Time (s) 4.2 5.3 5.3 4.2 4.9 4.9 4.2 5.3 5.3 4.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 109 503 428 299 711 593 118 1105 324 301 v/s Ratio Prot 0.04 c0.23 c0.17 0.25 0.05 0.10 c0.15
v/s Ratio Perm 0.01 0.05 0.04
v/c Ratio 0.57 0.86 0.05 1.00 0.65 0.13 0.79 0.45 0.18 0.86 Uniform Delay, d1 52.7 40.0 31.0 48.0 29.2 23.0 53.1 39.1 36.7 46.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.7 14.0 0.0 52.9 2.2 0.1 28.5 0.3 0.3 21.7 Delay (s) 59.4 54.0 31.0 100.8 31.4 23.1 81.6 39.4 36.9 68.3 Level of Service E D C F C C F D D E
Approach Delay (s/veh) 51.6 51.5 43.2
Approach LOS D D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 52.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.95
Actuated Cycle Length (s) 115.7 Sum of lost time (s) 19.0 Intersection Capacity Utilization 82.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
l
fl
t 7 t 7 5 1* 7
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 960 119
Future Volume (vph) 960 119
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3 5.3
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 1.00
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 1.00 1.00
Satd. Flow (prot) 3505 1568
Flt Permitted 1.00 1.00
Satd. Flow (perm) 3505 1568
Peak-hour factor, PHF 0.86 0.86
Adj. Flow (vph) 1116 138
RTOR Reduction (vph) 0 91
Lane Group Flow (vph) 1116 47
Confl. Peds. (#/hr)
Turn Type NA Perm
Protected Phases 6
Permitted Phases 6
Actuated Green, G (s) 37.5 37.5
Effective Green, g (s) 37.5 37.5
Actuated g/C Ratio 0.32 0.32
Clearance Time (s) 5.3 5.3
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 1136 508
v/s Ratio Prot c0.32
v/s Ratio Perm 0.03
v/c Ratio 0.98 0.09
Uniform Delay, d1 38.8 27.2
Progression Factor 1.00 1.00
Incremental Delay, d2 22.4 0.1
Delay (s) 61.2 27.3
Level of Service E C
Approach Delay (s/veh) 59.3
Approach LOS E
Intersection Summary
1 7
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 35 195 43 223 166 169 132 446 340 6 163 950 Future Volume (vph) 35 195 43 223 166 169 132 446 340 6 163 950 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 4.2 5.3 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.94 1.00 0.98
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 3277 1752 3427 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1752 1845 1568 1752 1845 1568 1752 3277 1752 3427 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 37 207 46 237 177 180 140 474 362 6 173 1011 RTOR Reduction (vph) 0 0 37 0 0 127 0 108 0 0 0 11
Lane Group Flow (vph) 37 207 9 237 177 53 140 728 0 0 179 1177 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot Prot NA Protected Phases 7 4 3 8 5 2 1 1 6
Permitted Phases 4 8
Actuated Green, G (s) 4.5 20.4 20.4 14.9 30.8 30.8 8.9 36.8 13.5 41.4 Effective Green, g (s) 4.5 20.4 20.4 14.9 30.8 30.8 8.9 36.8 13.5 41.4 Actuated g/C Ratio 0.04 0.20 0.20 0.14 0.29 0.29 0.09 0.35 0.13 0.40 Clearance Time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 4.2 5.3 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 75 359 305 249 543 461 149 1152 226 1356 v/s Ratio Prot 0.02 c0.11 c0.14 0.10 0.08 0.22 c0.10 c0.34 v/s Ratio Perm 0.01 0.03
v/c Ratio 0.49 0.58 0.03 0.95 0.33 0.11 0.94 0.63 0.79 0.87 Uniform Delay, d1 48.9 38.2 34.1 44.5 28.8 26.9 47.6 28.3 44.2 29.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.0 2.2 0.0 43.6 0.4 0.1 55.1 1.1 17.1 6.1 Delay (s) 54.0 40.4 34.1 88.1 29.2 27.1 102.7 29.4 61.3 35.2 Level of Service D D C F C C F C E D
Approach Delay (s/veh) 41.2 52.0 39.9 38.6
Approach LOS D D D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 41.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.83
Actuated Cycle Length (s) 104.6 Sum of lost time (s) 19.0 Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
L
t 7 t 7 11 5 11
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project AM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBR
Lane Configurations
Traffic Volume (vph) 166
Future Volume (vph) 166
Ideal Flow (vphpl) 1900
Total Lost time (s)
Lane Util. Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF 0.94
Adj. Flow (vph) 177
RTOR Reduction (vph) 0
Lane Group Flow (vph) 0
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s/veh)
Approach LOS
Intersection Summary
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project AM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 181 205 30 162 269 58 41 531 82 42 807 286 Future Volume (veh/h) 181 205 30 162 269 58 41 531 82 42 807 286 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 191 216 32 171 283 61 43 559 86 44 849 301 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 210 377 56 188 335 72 105 1117 171 106 933 330 Arrive On Green 0.12 0.24 0.24 0.11 0.23 0.23 0.06 0.36 0.36 0.06 0.37 0.37 Sat Flow, veh/h 1767 1579 234 1767 1479 319 1767 3064 470 1767 2553 903 Grp Volume(v), veh/h 191 0 248 171 0 344 43 321 324 44 586 564 Grp Sat Flow(s),veh/h/ln 1767 0 1813 1767 0 1798 1767 1763 1771 1767 1763 1693 Q Serve(g_s), s 8.8 0.0 10.0 7.9 0.0 15.1 1.9 11.7 11.8 2.0 26.1 26.2 Cycle Q Clear(g_c), s 8.8 0.0 10.0 7.9 0.0 15.1 1.9 11.7 11.8 2.0 26.1 26.2 Prop In Lane 1.00 0.13 1.00 0.18 1.00 0.27 1.00 0.53
Lane Grp Cap(c), veh/h 210 0 433 188 0 407 105 643 646 106 644 619 V/C Ratio(X) 0.91 0.00 0.57 0.91 0.00 0.84 0.41 0.50 0.50 0.41 0.91 0.91 Avail Cap(c_a), veh/h 210 0 725 188 0 697 167 670 673 167 670 644 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.0 0.0 27.7 36.5 0.0 30.5 37.5 20.4 20.4 37.4 24.9 24.9 Incr Delay (d2), s/veh 38.5 0.0 1.2 40.7 0.0 4.9 2.6 0.6 0.6 2.6 16.1 17.0 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.8 0.0 4.1 5.3 0.0 6.6 0.9 4.4 4.5 0.9 12.5 12.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 74.4 0.0 28.9 77.2 0.0 35.4 40.0 21.0 21.0 40.0 41.0 41.9 LnGrp LOS E C E D D C C D D D
Approach Vol, veh/h 439 515 688 1194
Approach Delay, s/veh 48.7 49.3 22.2 41.4
Approach LOS D D C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 35.4 13.0 25.0 9.1 35.5 14.0 24.0 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 31.4 8.8 33.0 7.8 31.4 9.8 32.0 Max Q Clear Time (g_c+I1), s 4.0 13.8 9.9 12.0 3.9 28.2 10.8 17.1 Green Ext Time (p_c), s 0.0 3.3 0.0 1.2 0.0 2.0 0.0 1.6 Intersection Summary
HCM 7th Control Delay, s/veh 39.3
HCM 7th LOS D
1 1 11 11
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project AM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 147 133 48 164 201 44 70 476 27 42 836 133 Future Volume (veh/h) 147 133 48 164 201 44 70 476 27 42 836 133 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 156 141 51 174 214 47 74 506 29 45 889 141 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 193 339 286 212 285 63 143 1270 73 111 1086 172 Arrive On Green 0.11 0.18 0.18 0.12 0.19 0.19 0.08 0.37 0.37 0.06 0.36 0.36 Sat Flow, veh/h 1767 1856 1567 1767 1473 323 1767 3389 194 1767 3047 483 Grp Volume(v), veh/h 156 141 51 174 0 261 74 263 272 45 514 516 Grp Sat Flow(s),veh/h/ln 1767 1856 1567 1767 0 1796 1767 1763 1820 1767 1763 1768 Q Serve(g_s), s 6.5 5.1 2.1 7.3 0.0 10.4 3.0 8.3 8.3 1.9 20.1 20.1 Cycle Q Clear(g_c), s 6.5 5.1 2.1 7.3 0.0 10.4 3.0 8.3 8.3 1.9 20.1 20.1 Prop In Lane 1.00 1.00 1.00 0.18 1.00 0.11 1.00 0.27
Lane Grp Cap(c), veh/h 193 339 286 212 0 348 143 660 682 111 628 630 V/C Ratio(X) 0.81 0.42 0.18 0.82 0.00 0.75 0.52 0.40 0.40 0.40 0.82 0.82 Avail Cap(c_a), veh/h 228 929 785 252 0 916 182 790 816 182 790 792 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.0 27.4 26.2 32.6 0.0 28.9 33.4 17.4 17.4 34.2 22.2 22.2 Incr Delay (d2), s/veh 16.8 0.8 0.3 16.5 0.0 3.3 2.8 0.4 0.4 2.4 5.5 5.5 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.5 2.1 0.7 3.8 0.0 4.3 1.3 3.0 3.2 0.8 8.2 8.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 49.8 28.2 26.5 49.1 0.0 32.1 36.3 17.8 17.8 36.5 27.7 27.7 LnGrp LOS D C C D C D B B D C C
Approach Vol, veh/h 348 435 609 1075
Approach Delay, s/veh 37.6 38.9 20.1 28.0
Approach LOS D D C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.0 33.7 13.3 19.9 10.4 32.3 12.5 20.7 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 34.0 10.8 * 38 7.8 34.0 9.8 38.7 Max Q Clear Time (g_c+I1), s 3.9 10.3 9.3 7.1 5.0 22.1 8.5 12.4 Green Ext Time (p_c), s 0.0 2.9 0.1 0.8 0.0 4.8 0.0 1.3 Intersection Summary
HCM 7th Control Delay, s/veh 29.3
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 11 11
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations
Traffic Volume (vph) 71 129 91 84 113 86 1 100 994 118 7 64 Future Volume (vph) 71 129 91 84 113 86 1 100 994 118 7 64 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 4.9 4.9 4.2 5.3 5.3 4.2 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 0.98 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1752 1845 1568 1752 1845 1548 1752 5036 1534 1752 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1752 1845 1568 1752 1845 1548 1752 5036 1534 1752 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 79 143 101 93 126 96 1 111 1104 131 8 71 RTOR Reduction (vph) 0 0 79 0 0 75 0 0 0 82 0 0
Lane Group Flow (vph) 79 143 22 93 126 21 0 112 1104 49 0 79 Confl. Peds. (#/hr) 1 1
Turn Type Prot NA Perm Prot NA Perm Prot Prot NA Perm Prot Prot Protected Phases 7 4 3 8 5 5 2 1 1
Permitted Phases 4 8 2
Actuated Green, G (s) 5.6 14.6 14.6 5.6 15.0 15.0 6.3 22.2 22.2 5.6 Effective Green, g (s) 5.6 14.6 14.6 5.6 15.0 15.0 6.3 22.2 22.2 5.6 Actuated g/C Ratio 0.08 0.22 0.22 0.08 0.22 0.22 0.09 0.33 0.33 0.08 Clearance Time (s) 4.2 5.3 5.3 4.2 4.9 4.9 4.2 5.3 5.3 4.2 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 146 402 341 146 413 346 164 1668 508 146 v/s Ratio Prot 0.05 c0.08 c0.05 0.07 c0.06 c0.22 0.05
v/s Ratio Perm 0.01 0.01 0.03
v/c Ratio 0.54 0.36 0.06 0.64 0.31 0.06 0.68 0.66 0.10 0.54 Uniform Delay, d1 29.5 22.2 20.8 29.7 21.7 20.5 29.4 19.2 15.5 29.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.0 0.5 0.1 8.8 0.4 0.1 11.1 1.0 0.1 4.0 Delay (s) 33.5 22.8 20.9 38.5 22.1 20.5 40.5 20.2 15.6 33.5 Level of Service C C C D C C D C B C
Approach Delay (s/veh) 24.8 26.5 21.4
Approach LOS C C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 22.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 67.0 Sum of lost time (s) 19.0 Intersection Capacity Utilization 55.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
l
fl
t 7 t 7 5 1* 7
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 1: Temperance Avenue & Clinton Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBT SBR
Lane Configurations
Traffic Volume (vph) 542 79
Future Volume (vph) 542 79
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 5.3 5.3
Lane Util. Factor 0.95 1.00
Frpb, ped/bikes 1.00 1.00
Flpb, ped/bikes 1.00 1.00
Frt 1.00 0.85
Flt Protected 1.00 1.00
Satd. Flow (prot) 3505 1568
Flt Permitted 1.00 1.00
Satd. Flow (perm) 3505 1568
Peak-hour factor, PHF 0.90 0.90
Adj. Flow (vph) 602 88
RTOR Reduction (vph) 0 60
Lane Group Flow (vph) 602 28
Confl. Peds. (#/hr)
Turn Type NA Perm
Protected Phases 6
Permitted Phases 6
Actuated Green, G (s) 21.5 21.5
Effective Green, g (s) 21.5 21.5
Actuated g/C Ratio 0.32 0.32
Clearance Time (s) 5.3 5.3
Vehicle Extension (s) 3.0 3.0
Lane Grp Cap (vph) 1124 503
v/s Ratio Prot 0.17
v/s Ratio Perm 0.02
v/c Ratio 0.54 0.06
Uniform Delay, d1 18.7 15.7
Progression Factor 1.00 1.00
Incremental Delay, d2 0.5 0.0
Delay (s) 19.1 15.8
Level of Service B B
Approach Delay (s/veh) 20.2
Approach LOS C
Intersection Summary
1 7
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT Lane Configurations
Traffic Volume (vph) 149 142 142 127 68 111 68 938 141 7 133 507 Future Volume (vph) 149 142 142 127 68 111 68 938 141 7 133 507 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 4.2 5.3 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 0.99
Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1752 1845 1568 1752 1845 1568 1752 3436 1752 3475 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1752 1845 1568 1752 1845 1568 1752 3436 1752 3475 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 159 151 151 135 72 118 72 998 150 7 141 539 RTOR Reduction (vph) 0 0 125 0 0 99 0 9 0003
Lane Group Flow (vph) 159 151 26 135 72 19 72 1139 0 0 148 568 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot Prot NA Protected Phases 7 4 3 8 5 2 1 1 6
Permitted Phases 4 8
Actuated Green, G (s) 11.0 15.8 15.8 10.0 14.8 14.8 7.0 38.1 10.0 41.1 Effective Green, g (s) 11.0 15.8 15.8 10.0 14.8 14.8 7.0 38.1 10.0 41.1 Actuated g/C Ratio 0.12 0.17 0.17 0.11 0.16 0.16 0.08 0.41 0.11 0.44 Clearance Time (s) 4.2 5.3 5.3 4.2 5.3 5.3 4.2 5.3 4.2 5.3 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 207 313 266 188 293 249 132 1409 188 1537 v/s Ratio Prot c0.09 c0.08 0.08 0.04 0.04 c0.33 c0.08 c0.16 v/s Ratio Perm 0.02 0.01
v/c Ratio 0.77 0.48 0.10 0.72 0.25 0.08 0.55 0.81 0.79 0.37 Uniform Delay, d1 39.7 34.9 32.5 40.1 34.2 33.2 41.4 24.2 40.4 17.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 15.6 1.2 0.2 12.3 0.4 0.1 4.5 3.5 19.2 0.2 Delay (s) 55.3 36.0 32.7 52.4 34.6 33.4 46.0 27.7 59.6 17.4 Level of Service E D C D C C D C E B
Approach Delay (s/veh) 41.6 41.5 28.8 26.1
Approach LOS D D C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 31.8 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.73
Actuated Cycle Length (s) 92.9 Sum of lost time (s) 19.0 Intersection Capacity Utilization 69.1% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
L
t 7 t 7 11 5 11
HCM Signalized Intersection Capacity Analysis Cumulative Year 2046 plus Project PM Peak 2: Temperance Avenue & McKinley Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement SBR
Lane Configurations
Traffic Volume (vph) 30
Future Volume (vph) 30
Ideal Flow (vphpl) 1900
Total Lost time (s)
Lane Util. Factor
Frt
Flt Protected
Satd. Flow (prot)
Flt Permitted
Satd. Flow (perm)
Peak-hour factor, PHF 0.94
Adj. Flow (vph) 32
RTOR Reduction (vph) 0
Lane Group Flow (vph) 0
Turn Type
Protected Phases
Permitted Phases
Actuated Green, G (s)
Effective Green, g (s)
Actuated g/C Ratio
Clearance Time (s)
Vehicle Extension (s)
Lane Grp Cap (vph)
v/s Ratio Prot
v/s Ratio Perm
v/c Ratio
Uniform Delay, d1
Progression Factor
Incremental Delay, d2
Delay (s)
Level of Service
Approach Delay (s/veh)
Approach LOS
Intersection Summary
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project PM Peak 5: Temperance Avenue & Olive Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 204 199 11 88 110 50 11 846 89 33 451 214 Future Volume (veh/h) 204 199 11 88 110 50 11 846 89 33 451 214 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 212 207 11 92 115 52 11 881 93 34 470 223 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 239 297 16 184 168 76 39 1091 115 100 870 410 Arrive On Green 0.14 0.17 0.17 0.10 0.14 0.14 0.02 0.34 0.34 0.06 0.37 0.37 Sat Flow, veh/h 1767 1746 93 1767 1210 547 1767 3218 340 1767 2325 1096 Grp Volume(v), veh/h 212 0 218 92 0 167 11 483 491 34 356 337 Grp Sat Flow(s),veh/h/ln 1767 0 1839 1767 0 1757 1767 1763 1794 1767 1763 1658 Q Serve(g_s), s 6.8 0.0 6.4 2.8 0.0 5.2 0.4 14.4 14.4 1.1 9.1 9.2 Cycle Q Clear(g_c), s 6.8 0.0 6.4 2.8 0.0 5.2 0.4 14.4 14.4 1.1 9.1 9.2 Prop In Lane 1.00 0.05 1.00 0.31 1.00 0.19 1.00 0.66
Lane Grp Cap(c), veh/h 239 0 313 184 0 244 39 598 609 100 660 620 V/C Ratio(X) 0.89 0.00 0.70 0.50 0.00 0.68 0.28 0.81 0.81 0.34 0.54 0.54 Avail Cap(c_a), veh/h 239 0 1021 239 0 975 239 715 728 239 715 673 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 24.5 0.0 22.5 24.4 0.0 23.6 27.8 17.3 17.3 26.1 14.1 14.2 Incr Delay (d2), s/veh 30.4 0.0 2.8 2.1 0.0 3.4 4.0 5.8 5.7 2.0 0.7 0.8 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 2.6 1.2 0.0 2.1 0.2 5.6 5.7 0.5 3.0 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 54.9 0.0 25.3 26.5 0.0 27.0 31.7 23.1 23.0 28.1 14.8 14.9 LnGrp LOS D C C C C C C C B B
Approach Vol, veh/h 430 259 985 727
Approach Delay, s/veh 39.9 26.8 23.2 15.5
Approach LOS D C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 7.5 24.9 10.2 15.1 5.5 26.9 12.0 13.3 Change Period (Y+Rc), s 4.2 5.3 4.2 5.3 4.2 5.3 4.2 5.3 Max Green Setting (Gmax), s 7.8 23.4 7.8 32.0 7.8 23.4 7.8 32.0 Max Q Clear Time (g_c+I1), s 3.1 16.4 4.8 8.4 2.4 11.2 8.8 7.2 Green Ext Time (p_c), s 0.0 3.2 0.0 1.1 0.0 3.2 0.0 0.8 Intersection Summary
HCM 7th Control Delay, s/veh 24.2
HCM 7th LOS C
1 1 11 11
HCM 7th Signalized Intersection Summary Cumulative Year 2046 plus Project PM Peak 6: Temperance Avenue & Belmont Avenue 05/14/2025
Improved Synchro 12 Report
JLB Traffic Engineering, Inc.

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 115 215 67 113 139 63 24 830 50 57 485 71 Future Volume (veh/h) 115 215 67 113 139 63 24 830 50 57 485 71 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 117 219 68 115 142 64 24 847 51 58 495 72 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 3 3 3 3 3 3 3 3 3 3 3 3
Cap, veh/h 191 305 258 190 198 89 75 1134 68 140 1150 167 Arrive On Green 0.11 0.16 0.16 0.11 0.16 0.16 0.04 0.34 0.34 0.08 0.37 0.37 Sat Flow, veh/h 1767 1856 1572 1767 1211 546 1767 3378 203 1767 3090 447 Grp Volume(v), veh/h 117 219 68 115 0 206 24 442 456 58 281 286 Grp Sat Flow(s),veh/h/ln 1767 1856 1572 1767 0 1757 1767 1763 1819 1767 1763 1774 Q Serve(g_s), s 4.0 7.0 2.4 3.9 0.0 7.0 0.8 14.0 14.0 2.0 7.5 7.6 Cycle Q Clear(g_c), s 4.0 7.0 2.4 3.9 0.0 7.0 0.8 14.0 14.0 2.0 7.5 7.6 Prop In Lane 1.00 1.00 1.00 0.31 1.00 0.11 1.00 0.25
Lane Grp Cap(c), veh/h 191 305 258 190 0 288 75 592 611 140 656 661 V/C Ratio(X) 0.61 0.72 0.26 0.61 0.00 0.72 0.32 0.75 0.75 0.42 0.43 0.43 Avail Cap(c_a), veh/h 304 1160 983 276 0 1063 219 945 975 219 945 951 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 24.9 22.9 26.8 0.0 24.9 29.2 18.5 18.5 27.6 14.7 14.8 Incr Delay (d2), s/veh 3.2 3.2 0.5 3.1 0.0 3.3 2.4 1.9 1.8 2.0 0.4 0.4 Initial Q Delay(d3), s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 3.0 0.8 1.6 0.0 2.7 0.4 5.1 5.2 0.8 2.6 2.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d), s/veh 29.9 28.1 23.5 29.9 0.0 28.2 31.6 20.4 20.4 29.5 15.2 15.2 LnGrp LOS C C C C C C C C C B B
Approach Vol, veh/h 404 321 922 625
Approach Delay, s/veh 27.8 28.8 20.7 16.5
Approach LOS C C C B
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 9.2 26.4 11.0 16.3 6.9 28.7 11.0 16.3 Change Period (Y+Rc), s 4.2 5.3 4.2 * 6 4.2 5.3 4.2 6.0 Max Green Setting (Gmax), s 7.8 33.7 9.8 * 39 7.8 33.7 10.8 38.0 Max Q Clear Time (g_c+I1), s 4.0 16.0 5.9 9.0 2.8 9.6 6.0 9.0 Green Ext Time (p_c), s 0.0 4.9 0.1 1.3 0.0 3.1 0.1 1.0 Intersection Summary
HCM 7th Control Delay, s/veh 22.0
HCM 7th LOS C
Notes
* HCM 7th computational engine requires equal clearance times for the phases crossing the barrier. t 7 1 11 11
Queuing and Blocking Report Cumulative Year 2046 plus Project AM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Temperance Avenue & Clinton Avenue
Movement EB EB EB WB WB WB NB NB NB NB NB SB
Directions Served L T R L T R UL T T T R UL
Maximum Queue (ft) 112 388 370 300 645 370 174 136 173 151 150 355 Average Queue (ft) 51 201 50 242 270 69 74 86 96 89 72 208 95th Queue (ft) 100 321 193 328 466 238 148 129 143 140 134 352 Link Distance (ft) 2570 1085 1211 1211 1211
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 200 250 250 150 235
Storage Blk Time (%) 5 29 16 1 0 10
Queuing Penalty (veh) 6 162 66 2 1 46
Intersection: 1: Temperance Avenue & Clinton Avenue
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 458 460 370
Average Queue (ft) 271 270 58
95th Queue (ft) 393 390 200
Link Distance (ft) 2531 2531
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250
Storage Blk Time (%) 15 13
Queuing Penalty (veh) 33 15
Intersection: 2: Temperance Avenue & McKinley Avenue
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T R L T R L T TR UL T TR
Maximum Queue (ft) 73 238 77 331 344 273 236 417 429 245 474 490 Average Queue (ft) 33 123 24 159 84 52 107 178 274 174 271 280 95th Queue (ft) 66 205 60 251 207 127 199 319 431 270 465 466 Link Distance (ft) 1368 769 2622 2622 1286 1286
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 140 250 160
Storage Blk Time (%) 0 1 1 0 1 13 22
Queuing Penalty (veh) 0 4 2 0 1 62 38
Queuing and Blocking Report Cumulative Year 2046 plus Project AM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 3: McKinley Avenue & Project Driveway A
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 158 48
Average Queue (ft) 7 26
95th Queue (ft) 54 45
Link Distance (ft) 936 508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: McKinley Avenue & Project Driveway B
Movement SB
Directions Served LR
Maximum Queue (ft) 31
Average Queue (ft) 9
95th Queue (ft) 31
Link Distance (ft) 309
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Temperance Avenue & Olive Avenue
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 189 207 141 246 103 280 296 92 426 461 Average Queue (ft) 113 122 87 152 31 131 154 30 226 258 95th Queue (ft) 180 178 135 239 71 226 255 68 390 435
Link Distance (ft) 2553 2839 2550 2550 2622 2622
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 250
Storage Blk Time (%) 0 1 8
Queuing Penalty (veh) 1 0 4
Queuing and Blocking Report Cumulative Year 2046 plus Project AM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 6: Temperance Avenue & Belmont Avenue
Movement EB EB EB WB WB NB NB NB SB SB SB
Directions Served L T R L TR L T TR L T TR
Maximum Queue (ft) 230 251 100 260 345 110 208 193 249 355 380 Average Queue (ft) 127 98 36 108 137 54 114 99 55 237 254 95th Queue (ft) 193 207 92 182 239 98 178 174 146 370 385 Link Distance (ft) 1615 1618 1702 1702 2550 2550
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 160 50 140 150 150
Storage Blk Time (%) 6 31 1 7 7 2 27
Queuing Penalty (veh) 11 60 3 17 12 2 11
Network Summary
Network wide Queuing Penalty: 557
Queuing and Blocking Report Cumulative Year 2046 plus Project PM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 1: Temperance Avenue & Clinton Avenue
Movement EB EB EB WB WB WB NB NB NB NB NB SB
Directions Served L T R L T R UL T T T R UL
Maximum Queue (ft) 157 134 86 135 86 86 112 197 221 220 241 112 Average Queue (ft) 55 63 27 59 35 24 59 110 119 117 46 45 95th Queue (ft) 119 121 56 114 74 56 111 191 204 209 139 92 Link Distance (ft) 2570 1085 1211 1211 1211
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 200 250 250 150 235
Storage Blk Time (%) 7
Queuing Penalty (veh) 9
Intersection: 1: Temperance Avenue & Clinton Avenue
Movement SB SB SB
Directions Served T T R
Maximum Queue (ft) 192 168 62
Average Queue (ft) 104 93 18
95th Queue (ft) 170 164 40
Link Distance (ft) 2531 2531
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 2: Temperance Avenue & McKinley Avenue
Movement EB EB EB WB WB WB NB NB NB SB SB SB
Directions Served L T R L T R L T TR UL T TR
Maximum Queue (ft) 194 136 124 220 95 73 122 371 403 210 240 255 Average Queue (ft) 107 80 51 103 43 36 48 233 254 101 98 102 95th Queue (ft) 175 132 91 171 85 62 95 352 389 172 189 187 Link Distance (ft) 1368 769 2622 2622 1286 1286
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 140 250 160
Storage Blk Time (%) 8 2 0
Queuing Penalty (veh) 6 4 1
Queuing and Blocking Report Cumulative Year 2046 plus Project PM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 3: McKinley Avenue & Project Driveway A
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 54 31
Average Queue (ft) 9 17
95th Queue (ft) 33 41
Link Distance (ft) 936 508
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 4: McKinley Avenue & Project Driveway B
Movement EB SB
Directions Served LT LR
Maximum Queue (ft) 31 31
Average Queue (ft) 3 10
95th Queue (ft) 18 32
Link Distance (ft) 753 309
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Temperance Avenue & Olive Avenue
Movement EB EB WB WB NB NB NB SB SB SB
Directions Served L TR L TR L T TR L T TR
Maximum Queue (ft) 351 353 136 152 31 557 652 75 159 209 Average Queue (ft) 155 117 69 75 6 178 208 25 90 123
95th Queue (ft) 301 241 121 118 26 386 423 61 149 188
Link Distance (ft) 2553 2839 2550 2550 2622 2622
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 250 250 250 250
Storage Blk Time (%) 10 0 6
Queuing Penalty (veh) 21 0 1
Queuing and Blocking Report Cumulative Year 2046 plus Project PM Peak Improved 05/14/2025
Improved SimTraffic Report
JLB Traffic Engineering, Inc.

Intersection: 6: Temperance Avenue & Belmont Avenue
Movement EB EB EB WB WB NB NB NB SB SB SB
Directions Served L T R L TR L T TR L T TR
Maximum Queue (ft) 138 250 100 182 217 47 259 242 118 184 225 Average Queue (ft) 74 120 35 84 105 14 165 162 53 91 114 95th Queue (ft) 119 203 89 137 178 38 233 231 104 156 193 Link Distance (ft) 1615 1618 1702 1702 2550 2550
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 160 50 140 150 150
Storage Blk Time (%) 34 1 2 2 10 1
Queuing Penalty (veh) 62253 2 1
Network Summary
Network wide Queuing Penalty: 115
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumumlative Year 2046 plus Project Traffic
Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Constrained Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 6.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 1393 Opposing Demand Flow Rate, veh/h - Peak Hour Factor 0.92 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.82 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 45.5
Speed Slope Coefficient 3.02628 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.38635 PF Power Coefficient 0.71828 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 27.4 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 42.1
Vehicle Results
Average Speed, mi/h 42.1 Percent Followers, % 82.8
Segment Travel Time, minutes 1.42 Follower Density, followers/mi/ln 27.4 Vehicle LOS E
Facility Results
T Follower Density, followers/mi/ln LOS
1 27.4 E
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:32:07 31 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumumlative Year 2046 plus Project Traffic
Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Constrained Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 6.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 1317 Opposing Demand Flow Rate, veh/h - Peak Hour Factor 0.92 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.77 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 45.5
Speed Slope Coefficient 3.02628 Speed Power Coefficient 0.41674 PF Slope Coefficient -1.38635 PF Power Coefficient 0.71828 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 25.4 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 42.2
Vehicle Results
Average Speed, mi/h 42.2 Percent Followers, % 81.5
Segment Travel Time, minutes 1.42 Follower Density, followers/mi/ln 25.4 Vehicle LOS E
Facility Results
T Follower Density, followers/mi/ln LOS
1 25.4 E
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:32:44 31 PM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumumlative Year 2046 plus Project Traffic
Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 1322 Opposing Demand Flow Rate, veh/h 998 Peak Hour Factor 0.92 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.78 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 3.03355 Speed Power Coefficient 0.43730 PF Slope Coefficient -1.35581 PF Power Coefficient 0.73649 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 24.5 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.7
Vehicle Results
Average Speed, mi/h 43.7 Percent Followers, % 81.1
Segment Travel Time, minutes 1.37 Follower Density, followers/mi/ln 24.5 Vehicle LOS E
Facility Results
T Follower Density, followers/mi/ln LOS
1 24.5 E
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:33:14 32 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumumlative Year 2046 plus Project Traffic
Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 1207 Opposing Demand Flow Rate, veh/h 817 Peak Hour Factor 0.95 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.71 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 3.00237 Speed Power Coefficient 0.44964 PF Slope Coefficient -1.34154 PF Power Coefficient 0.74200 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 21.6 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.9
Vehicle Results
Average Speed, mi/h 43.9 Percent Followers, % 78.6
Segment Travel Time, minutes 1.37 Follower Density, followers/mi/ln 21.6 Vehicle LOS E
Facility Results
T Follower Density, followers/mi/ln LOS
1 21.6 E
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:36:10 32 PM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumumlative Year 2046 plus Project Traffic
Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Floradora Avenue
and Olive Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 1234 Opposing Demand Flow Rate, veh/h 837 Peak Hour Factor 0.92 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.73 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 3.00599 Speed Power Coefficient 0.44809 PF Slope Coefficient -1.34331 PF Power Coefficient 0.74136 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 22.3 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.8
Vehicle Results
Average Speed, mi/h 43.8 Percent Followers, % 79.2
Segment Travel Time, minutes 1.37 Follower Density, followers/mi/ln 22.3 Vehicle LOS E
Facility Results
T Follower Density, followers/mi/ln LOS
1 22.3 E
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:37:23 33 AM.xuf
HCS7 Two-Lane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumumlative Year 2046 plus Project Traffic
Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Floradora Avenue
and Olive Avenue
Units U.S. Customary
Segment 1
Vehicle Inputs
Segment Type Passing Zone Length, ft 5280
Lane Width, ft 12 Shoulder Width, ft 0
Speed Limit, mi/h 45 Access Point Density, pts/mi 0.0
Demand and Capacity
Directional Demand Flow Rate, veh/h 1196 Opposing Demand Flow Rate, veh/h 759 Peak Hour Factor 0.92 Total Trucks, % 3.00
Segment Capacity, veh/h 1700 Demand/Capacity (D/C) 0.70 Intermediate Results
Segment Vertical Class 1 Free-Flow Speed, mi/h 47.0
Speed Slope Coefficient 2.99163 Speed Power Coefficient 0.45439 PF Slope Coefficient -1.33615 PF Power Coefficient 0.74391 In Passing Lane Effective Length? No Total Segment Density, veh/mi/ln 21.3 %Improved % Followers 0.0 % Improved Avg Speed 0.0
Subsegment Data
# Segment Type Length, ft Radius, ft Superelevation, % Average Speed, mi/h 1 Tangent 5280 - - 43.9
Vehicle Results
Average Speed, mi/h 43.9 Percent Followers, % 78.3
Segment Travel Time, minutes 1.37 Follower Density, followers/mi/ln 21.3 Vehicle LOS E
Facility Results
T Follower Density, followers/mi/ln LOS
1 21.3 E
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Two-Lane Version 7.9.6 Generated: 05/14/2025 16:37:51 33 PM.xuf
HCS7 Multilane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumulative Year 2046 plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Direction 1 Geometric Data
Direction 1 Southbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 1 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 1 Demand and Capacity
Volume(V) veh/h 1282 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 718
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.36 Direction 1 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 14.2 Median Type Adjustment (fM) 0.0 Level of Service (LOS) B Access Point Density Adjustment (fA) 1.5
Direction 2 Geometric Data
Direction 2 Northbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 2 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 2 Demand and Capacity
Volume(V) veh/h 729 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 408
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.20 Direction 2 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 8.1 Median Type Adjustment (fM) 0.0 Level of Service (LOS) A Access Point Density Adjustment (fA) 1.5
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Multilane Version 7.9.6 Generated: 05/14/2025 16:52:25 31 AM - Improved.xuf
HCS7 Multilane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumulative Year 2046 plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Clinton Avenue
and McKinley Avenue
Units U.S. Customary
Direction 1 Geometric Data
Direction 1 Southbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 1 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 1 Demand and Capacity
Volume(V) veh/h 717 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 402
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.20 Direction 1 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 8.0 Median Type Adjustment (fM) 0.0 Level of Service (LOS) A Access Point Density Adjustment (fA) 1.5
Direction 2 Geometric Data
Direction 2 Northbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 2 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 2 Demand and Capacity
Volume(V) veh/h 1212 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 678
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.34 Direction 2 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 13.4 Median Type Adjustment (fM) 0.0 Level of Service (LOS) B Access Point Density Adjustment (fA) 1.5
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Multilane Version 7.9.6 Generated: 05/14/2025 16:53:07 31 PM - Improved.xuf
HCS7 Multilane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumulative Year 2046 plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Direction 1 Geometric Data
Direction 1 Southbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 1 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 1 Demand and Capacity
Volume(V) veh/h 1216 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 680
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.34 Direction 1 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 13.5 Median Type Adjustment (fM) 0.0 Level of Service (LOS) B Access Point Density Adjustment (fA) 1.5
Direction 2 Geometric Data
Direction 2 Northbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 2 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 2 Demand and Capacity
Volume(V) veh/h 918 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 514
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.26 Direction 2 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 10.2 Median Type Adjustment (fM) 0.0 Level of Service (LOS) A Access Point Density Adjustment (fA) 1.5
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Multilane Version 7.9.6 Generated: 05/14/2025 16:54:00 32 AM - Improved.xuf
HCS7 Multilane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumulative Year 2046 plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between McKinley Avenue
and Floradora Avenue
Units U.S. Customary
Direction 1 Geometric Data
Direction 1 Southbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 1 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 1 Demand and Capacity
Volume(V) veh/h 776 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.95 Flow Rate (Vp), pc/h/ln 420
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.21 Direction 1 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 8.3 Median Type Adjustment (fM) 0.0 Level of Service (LOS) A Access Point Density Adjustment (fA) 1.5
Direction 2 Geometric Data
Direction 2 Northbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 2 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 2 Demand and Capacity
Volume(V) veh/h 1147 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.95 Flow Rate (Vp), pc/h/ln 622
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.31 Direction 2 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 12.3 Median Type Adjustment (fM) 0.0 Level of Service (LOS) B Access Point Density Adjustment (fA) 1.5
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Multilane Version 7.9.6 Generated: 05/14/2025 16:54:46 32 PM - Improved.xuf
HCS7 Multilane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumulative Year 2046 plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed AM Peak
Project Description Temperance Avenue
between Flordora Avenue
and Olive Avenue
Units U.S. Customary
Direction 1 Geometric Data
Direction 1 Southbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 1 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 1 Demand and Capacity
Volume(V) veh/h 1135 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 636
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.32 Direction 1 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 12.6 Median Type Adjustment (fM) 0.0 Level of Service (LOS) B Access Point Density Adjustment (fA) 1.5
Direction 2 Geometric Data
Direction 2 Northbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 2 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 2 Demand and Capacity
Volume(V) veh/h 770 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 431
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.21 Direction 2 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 8.5 Median Type Adjustment (fM) 0.0 Level of Service (LOS) A Access Point Density Adjustment (fA) 1.5
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Multilane Version 7.9.6 Generated: 05/14/2025 16:55:38 33 AM - Improved.xuf
HCS7 Multilane Highway Report
Project Information
Analyst JLB Traffic Engineering, Inc. Date 5/14/2025
Agency JLB Traffic Engineering, Inc. Analysis Year Cumulative Year 2046 plus Project Traffic Conditions
Jurisdiction City of Fresno Time Analyzed PM Peak
Project Description Temperance Avenue
between Flordora Avenue
and Olive Avenue
Units U.S. Customary
Direction 1 Geometric Data
Direction 1 Southbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 1 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 1 Demand and Capacity
Volume(V) veh/h 698 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 390
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.19 Direction 1 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 7.7 Median Type Adjustment (fM) 0.0 Level of Service (LOS) A Access Point Density Adjustment (fA) 1.5
Direction 2 Geometric Data
Direction 2 Northbound
Number of Lanes (N), ln 2 Terrain Type Level
Segment Length (L), ft - Percent Grade, % -
Measured or Base Free-Flow Speed Base Grade Length, mi - Base Free-Flow Speed (BFFS), mi/h 52.0 Access Point Density, pts/mi 6.0 Lane Width, ft 12 Left-Side Lateral Clearance (LCR), ft 6 Median Type Divided Total Lateral Clearance (TLC), ft 12 Free-Flow Speed (FFS), mi/h 50.5
Direction 2 Adjustment Factors
Driver Population All Familiar Final Speed Adjustment Factor (SAF) 1.000 Driver Population SAF 1.000 Final Capacity Adjustment Factor (CAF) 1.000 Driver Population CAF 1.000
Direction 2 Demand and Capacity
Volume(V) veh/h 1100 Heavy Vehicle Adjustment Factor (fHV) 0.971 Peak Hour Factor 0.92 Flow Rate (Vp), pc/h/ln 616
Total Trucks, % 3.00 Capacity (c), pc/h/ln 2010
Single-Unit Trucks (SUT), % - Adjusted Capacity (cadj), pc/h/ln 2010 Tractor-Trailers (TT), % - Volume-to-Capacity Ratio (v/c) 0.31 Direction 2 Speed and Density
Lane Width Adjustment (fLW) 0.0 Average Speed (S), mi/h 50.5 Total Lateral Clearance Adj. (fLLC) 0.0 Density (D ), pc/mi/ln 12.2 Median Type Adjustment (fM) 0.0 Level of Service (LOS) B Access Point Density Adjustment (fA) 1.5
Copyright © 2025 University of Florida. All Rights Reserved. HCS™ Multilane Version 7.9.6 Generated: 05/14/2025 16:56:41 33 PM - Improved.xuf
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | I
(559) 570-8991
Appendix I: Traffic Signal Warrants
JI R Wl ENGINEERING, INC.TRAFFIC
California MUTCD 2014 Edition Page 844
(FHWA'S MUTCD 2009 Edition, as amended for use in California) Signal Warrant Analysis

COUNT DATE

CALC DATE

CHK DATE
Major St: Critical Approach Speed 45 MPH
Minor St: Critical Approach Speed 55 MPH
Critical speed of major street traffic > 64 km/h (40 mph)……………… or RURAL (R)
In built up area of isolated community of < 10,000 population ………..

URBAN (U)
WARRANT 1 - Eight Hour Vehicular Volume SATISFIED YES NO (Condition A or Condition B or combination of A and B must be satisfied) Condition A - Minimum Vehicle Volume 100% SATISFIED YES NO 80 % SATISFIED YES NO
Temperance Ave
McKinley Ave
(80% SHOWN IN BRACKETS)

MINIMUM REQUIREMENTS
AD
CS
05/02/25
05/08/25
03/11/25
Fresno
Figure 4C-101 (CA). Traffic Signal Warrants Worksheet
006

DIST CO RTE KPM

N/A N/A
Hour
Condition B - Interruption of Continuous Traffic 100% SATISFIED YES NO 80 % SATISFIED YES NO
680
(280)
Minor Street
142 62
(84) (160) (112) 142 86 62
966 797

MINIMUM REQUIREMENTS
(120)
105 168 137
Both Approaches
1003
86 (336) 635 943
(80% SHOWN IN BRACKETS)
150 200 140 73
73 111 144
111
168 137
Highest Approach 144
Major Street (480) 680
420 797
954
500 350
(400) 778
600 966 778 635 954 1003 943
1 U R
7:00 AM8:00 AM12:00 PM4:00 PM5:00 PM
2 or More 2:00 PM
6:00 PM

APPROACH LANES
U R
3:00 PM
Hour
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of Conditions A & B SATISFIED YES NO
www.JLBtraffic.com 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
[email protected] (559) 570 - 8991
3:00 PM4:00 PM

TWO WARRANTS SATISFIED
80%
680
86 62
943 680
86 62
778 635 797
1003
954
943
5:00 PM6:00 PM
1 2 or More
R

2. INTERRUPTION OF CONTINUOUS TRAFFIC
144
75 53 100 70

REQUIREMENT
Minor Street (42) (80) 168 137 73 111
168 137
Yes
(60) (56) 142

WARRANT FULFILLED
No

1. MINIMUM VEHICULAR VOLUME
525 900 630 635 797
U
(600) (720) (504) 966
7:00 AM8:00 AM12:00 PM2:00 PM
U R
750 778 954
Major Street
Highest Approach
(420)
73 111 144 142
1003

APPROACH LANES
Both Approaches 966
1 JI R TRAFFIC
7:00 AM 3:00 PM 4:00 PM 5:00 PM
Volume Volume Volume Volume
AD 05/02/25
CS 05/08/25
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Calculated By:

Checked By:

Date:

2. Temperance Ave / McKinley Ave
943
144 142 86
(Higher Volume Approach)
966
168
Major Street
(Total of Both Approaches)
Minor Street
954 1003
Warrant 2: Four-Hour Vehicular Volume (Rural)
Existing Traffic Conditions
Part 4: Highway Traffic Signals
November 7, 2014
2 or More
Lanes & 2
or More
Lanes
2 or More
Lanes &
1 Lane
1 Lane
&
1 Lane
Satisfied: Yes No
Chapter 4C: Traffic Control Signal Needs Studies
2 www.JLBTraffic.com
[email protected]
516 W Shaw Ave., Ste 103
Fresno, CA 93704 .
(559) 570-8991 .
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400
2 OR Mo I l. IRE LANES & 2 OR MORE LANES
300
2 OR MORE LANES & 1 LANE
1LANE & 1 LANE 200
100
200 300 400 500 600 700 800 900 1000
I I

JI R TRAFFIC
80*
60*
‘Note: 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 for a minor street approach with one lane.

MINOR
STREET
HIGHERVOLUME
APPROACHVPH

MAJOR STREET - TOTAL OF BOTH APPROACHES -

VEHICLES PER HOUR (VPH)
516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Rural)
Existing Traffic Conditions

2. Temperance Avenue / McKinley Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Met
PM Peak Hour – Signal Warrant is Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
McKinley
Avenue
Highest
Approach
Volume =
186 (142) VPH
Temperance Avenue Total of Both Approaches =
995 (1003) VPH
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 >2 OR MORE LANES & 2 OR MORE LANESIEES & 2 OR MORI

R MORE LANES
I
2OI & 1 LANE
300
1 LANE & 1 LANE
200
100
300 400 500 600 700 800 900 1000 1100 1200 1300

California MUTCD 2014 Edition Page 844
(FHWA'S MUTCD 2009 Edition, as amended for use in California) Signal Warrant Analysis

COUNT DATE

CALC DATE

CHK DATE
Major St: Critical Approach Speed 45 MPH
Minor St: Critical Approach Speed 45 MPH
Critical speed of major street traffic > 64 km/h (40 mph)……………… or RURAL (R)
In built up area of isolated community of < 10,000 population ………..

MINIMUM REQUIREMENTS
AD
CS
05/02/25
05/09/25
03/11/25
Fresno
Figure 4C-101 (CA). Traffic Signal Warrants Worksheet
006

DIST CO RTE KPM

N/A N/A
Hour
Condition B - Interruption of Continuous Traffic 100% SATISFIED YES NO 80 % SATISFIED YES NO
637
(280)
Minor Street
349 212
(84) (160) (112) 349 336 212
596 732

MINIMUM REQUIREMENTS
(120)
105 264 344
Both Approaches
815
336
(336) 695 787
(80% SHOWN IN BRACKETS)
150 200 140 318
318 247 306
247
264 344
Highest Approach 306
Major Street (480) 637
420 732
802
500 350
(400) 803
600 596 803 695 802 815 787
1 U R
6:00 AM7:00 AM8:00 AM4:00 PM5:00 PM
2 or More 2:00 PM
6:00 PM

APPROACH LANES
U R
3:00 PM
Hour
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of Conditions A & B SATISFIED YES NO
www.JLBtraffic.com 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
[email protected] (559) 570 - 8991
3:00 PM4:00 PM

TWO WARRANTS SATISFIED
80%
637
336 212
787 637
336 212
803 695 732
815
802
787
5:00 PM6:00 PM
1 2 or More
R

2. INTERRUPTION OF CONTINUOUS TRAFFIC
306
75 53 100 70

REQUIREMENT
Minor Street (42) (80) 264 344 318 247
264 344
Yes
(60) (56) 349

WARRANT FULFILLED
No

1. MINIMUM VEHICULAR VOLUME
525 900 630 695 732
U
(600) (720) (504) 596
6:00 AM7:00 AM8:00 AM2:00 PM
U R
750 803 802
Major Street
Highest Approach
(420)
318 247 306 349
815

APPROACH LANES
Both Approaches 596
1 JI R TRAFFIC
7:00 AM 3:00 PM 4:00 PM 5:00 PM
Volume Volume Volume Volume
AD 05/02/25
CS 05/09/25
Part 4: Highway Traffic Signals
November 7, 2014
2 or More
Lanes & 2
or More
Lanes
2 or More
Lanes &
1 Lane
1 Lane
&
1 Lane
Satisfied: Yes No
Chapter 4C: Traffic Control Signal Needs Studies
Warrant 2: Four-Hour Vehicular Volume (Rural)
Existing Traffic Conditions

5. Temperance Ave / Olive Ave
787
306 349 336
(Higher Volume Approach)
803
344
Major Street
(Total of Both Approaches)
Minor Street
802 815
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Calculated By:

Checked By:

Date:

Date:
2 www.JLBTraffic.com
[email protected]
516 W Shaw Ave., Ste 103
Fresno, CA 93704 .
(559) 570-8991 .
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400
2 OR Mo I IRE LANES & 2 OR LANES
300
2 OR MORE LANES & 1 LANE
1LANE & 1 LANE 200
100
200 300 400 500 600 700 800 900 1000

MINOR
STREET
HIGHERVOLUME
APPROACHVPH

MAJOR STREET - TOTAL OF BOTH APPROACHES -

VEHICLES PER HOUR (VPH)
516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Rural)
Existing Traffic Conditions

5. Temperance Avenue / Olive Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Met
PM Peak Hour – Signal Warrant is Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
Olive Avenue
Highest
Approach
Volume =
365 (365) VPH
Temperance Avenue Total of Both Approaches =
803 (801) VPH
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 2 OR MORE LAN R320P MORI
)RMORE LANES

E LANES
I
2OI & 1 LANE
300
1 LANI & 1 LAME
200
100
300 400 500 600 700 800 900 1000 1100 1200 1300

California MUTCD 2014 Edition Page 844
(FHWA'S MUTCD 2009 Edition, as amended for use in California) Signal Warrant Analysis

COUNT DATE

CALC DATE

CHK DATE
Major St: Critical Approach Speed 45 MPH
Minor St: Critical Approach Speed 50 MPH
Critical speed of major street traffic > 64 km/h (40 mph)……………… or RURAL (R)
In built up area of isolated community of < 10,000 population ………..

URBAN (U)
WARRANT 1 - Eight Hour Vehicular Volume SATISFIED YES NO (Condition A or Condition B or combination of A and B must be satisfied) Condition A - Minimum Vehicle Volume 100% SATISFIED YES NO 80 % SATISFIED YES NO
CS
AB
05/09/25
05/09/25
03/11/25
Fresno
Figure 4C-101 (CA). Traffic Signal Warrants Worksheet
006

DIST CO RTE KPM

N/A N/A
Temperance Ave
Belmont Ave
(80% SHOWN IN BRACKETS)

MINIMUM REQUIREMENTS
Hour
Condition B - Interruption of Continuous Traffic 100% SATISFIED YES NO 80 % SATISFIED YES NO

APPROACH LANES
U R
3:00 PM
U R
6:00 AM7:00 AM8:00 AM4:00 PM5:00 PM
2 or More 2:00 PM
6:00 PM
Major Street (480) 603
420 617
725
500 350
(400) 714
600 573 714 676 725 748 725
1 150 200 140 187
187 211 304
211
145 320
Highest Approach 304
(80% SHOWN IN BRACKETS)
748
213
(336) 676 725
603
(280)
Minor Street
265 191
(84) (160) (112) 265 213 191
573 617

MINIMUM REQUIREMENTS
(120)
105 145 320
Both Approaches
Hour
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

Combination of Conditions A & B SATISFIED YES NO
www.JLBtraffic.com 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
[email protected] (559) 570 - 8991
725
Major Street
Highest Approach
(420)
187 211 304 265
748

APPROACH LANES
Both Approaches 525 900 630 573 676 617
U
(600) (720) (504) 573
6:00 AM7:00 AM8:00 AM2:00 PM
U R
750 714

2. INTERRUPTION OF CONTINUOUS TRAFFIC
304
75 53 100 70

REQUIREMENT
Minor Street (42) (80) 145 320 187 211
145 320
Yes
(60) (56) 265

WARRANT FULFILLED
No
TWO WARRANTS SATISFIED 1. MINIMUM VEHICULAR VOLUME
80%
603
213 191
725 603
213 191
714 676 617
748
725
725
5:00 PM6:00 PM
1 2 or More
R
3:00 PM4:00 PM
1 JI R TRAFFIC
7:00 AM 3:00 PM 4:00 PM 5:00 PM
Volume Volume Volume Volume
CS 05/09/25
AB 05/09/25
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Calculated By:

Checked By:

Date:

6. Temperance Ave / Belmont Ave
725
304 265 213
(Higher Volume Approach)
714
320
Major Street
(Total of Both Approaches)
Minor Street
725 748
Warrant 2: Four-Hour Vehicular Volume (Rural)
Existing Traffic Conditions
Part 4: Highway Traffic Signals
November 7, 2014
2 or More
Lanes & 2
or More
Lanes
2 or More
Lanes &
1 Lane
1 Lane
&
1 Lane
Satisfied: Yes No
Chapter 4C: Traffic Control Signal Needs Studies
2 www.JLBTraffic.com
[email protected]
516 W Shaw Ave., Ste 103
Fresno, CA 93704 .
(559) 570-8991 .
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400
2 OR Mo I l. IRE LANES & 2 OR MORE LANES
MJ. 300
2 OR MORE LANED& 1 LANE
1 LAGE& 1 LANE 200
100
200 300 400 500 600 700 800 900 1000
I I

MINOR
STREET
HIGHERVOLUME
APPROACHVPH

MAJOR STREET - TOTAL OF BOTH APPROACHES -

VEHICLES PER HOUR (VPH)
516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Rural)
Existing Traffic Conditions

6. Temperance Avenue / Belmont Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Met
PM Peak Hour – Signal Warrant is Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
Belmont
Avenue
Highest
Approach
Volume =
332 (265) VPH
Temperance Avenue Total of Both Approaches =
756 (748) VPH
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 >2 OR MORE LANES & 2 OR MORE LANESE LANES & 2 OR MORI — I ZOR MORE LANES I
& 1 LANE
300
1 LANI & 1 LAME
200
100
300 400 500 600 700 800 900 1000 1100 1200 1300

JI R TRAFFIC
100*
75*
*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. 516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Rural)
Existing plus Project Traffic Conditions

2. Temperance Avenue / McKinley Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Met
PM Peak Hour – Signal Warrant is Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
McKinley
Avenue
Highest
Approach
Volume =
242 (181) VPH
Temperance Avenue Total of Both Approaches =
1019 (1070) VPH
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 >2 OR MORE LANES & 2 OR MORE LANESIEES & 2 OR MORI

R MORE LANES
I
2OI & 1 LANE
300
1 LANI
200
100
300 400 500 600 700 800 900 1000 1100 1200 1300

JI R TRAFFIC
100*
75*
*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. a LANE
516 W. Shaw Ave., Ste. 103
www.JLBtraffic.com Fresno, CA 93704
[email protected] (559) 570-8991
Warrant 3: Peak Hour (Rural)
Existing plus Project Traffic Conditions

5. Temperance Avenue / Olive Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Met
PM Peak Hour – Signal Warrant is Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
Olive Avenue
Highest
Approach
Volume =
365 (392) VPH
Temperance Avenue Total of Both Approaches =
835 (827) VPH
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) $20 MORI

A MORE' LANES'
400 2 OR MORE LAN E LANES
I
2 01 & 1 LANE
300
1 LANI & 1 LAME
200
100
300 400 500 600 700 800 900 1000 1100 1200 1300

6. Temperance Avenue / Belmont Avenue
AM (PM) Peak Hour
AM Peak Hour – Signal Warrant is Met
PM Peak Hour – Signal Warrant is Met
Source: California Manual of Uniform Traffic Control Devices (CA MUTCD 2014 Edition) Chapter 4C: Traffic Control Signal Needs Studies
Part 4: Highway Traffic Signals
November 7, 2014
Belmont
Avenue
Highest
Approach
Volume =
332 (265) VPH
Temperance Avenue Total of Both Approaches =
766 (760) VPH
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 >2 OR MORE LANES & 2 OR MORE LANESE LANES & 2 OR MORI 2 I 2OR MORE LANES
I
& 1 LANE
300
1 LANI & 1 LAME
200
100
300 400 500 600 700 800 900 1000 1100 1200 1300

Vehicle Miles Traveled Analysis
May 30, 2025
Tract 6502
Located on the Northeast Quadrant of
Temperance Avenue and McKinley Avenue
In the City of Fresno, California
Prepared for:

QK, Inc.
601 Pollasky Avenue, Suite 301
Clovis, CA 93612
Project No. 004-233
Traffic Engineering, Transportation Planning, & Parking Solutions 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
Phone: (559) 570-8991
www.JLBtraffic.com

JI R TRAFFIC
Traffic Engineering, Transportation Planning, & Parking Solutions Z:\01 Projects\004 Fresno\004-233 Blossom View TIA VMT\Report\VMT\R20250530 Tract 6502 VMT.docx

Traffic Engineering, Transportation Planning, & Parking Solutions 516 W. Shaw Ave., Ste. 103
Fresno, CA 93704
Phone: (559) 570-8991
www.JLBtraffic.com
Vehicle Miles Traveled Analysis
For Tract 6502 located on the Northeast Quadrant of Temperance Avenue and McKinley Avenue
In the City of Fresno, CA
May 30, 2025
This Vehicle Miles Traveled Analysis has been prepared under the direction of a licensed Traffic Engineer. The licensed Traffic Engineer attests to the technical information contained therein and has judged the qualifications of any technical specialists providing engineering data from which recommendations, conclusions and decisions are based.

Prepared by:
_________________________________
Jose Luis Benavides, P.E., T.E.

President

(
No.T 2323
* Exp:06/30/25
, (0
9l8
orOESS/Q,
Ise,,?
r
"eOF CALY

JI R TRAFFIC
JL B •l ENGINEERING, INC. TRAFFIC
* u3319
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | iii
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025

Table of Contents
Project Description ................................................................................................................................. 1 VMT Analysis.......................................................................................................................................... 1 Regulatory Setting........................................................................................................................................ 1 VMT Results ................................................................................................................................................. 3 VMT Mitigations........................................................................................................................................... 3 Conclusion.................................................................................................................................................... 4 Study Participants................................................................................................................................... 5 References.............................................................................................................................................. 6 List of Tables Table I: VMT Results Prior to Mitigation ................................................................................................................. 3 Table II: VMT Mitigations....................................................................................................................................... 4

List of Appendices Appendix A: Fresno COG VMT Calculator Output Appendix B: VMT Mitigations
JI R Wl ENGINEERING, INC.TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 1
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025

Project Description
This report describes a Vehicle Miles Traveled (VMT) Analysis prepared by JLB Traffic Engineering, Inc. (JLB) for Tract 6502 (Project) located on the northeast quadrant of Temperance Avenue at McKinley Avenue in the City of Fresno. The Project proposes to develop 119 single-family dwelling units. Based on information provided to JLB, the proposed Project’s land uses are consistent with the Fresno General Plan.

VMT Analysis
Regulatory Setting
Senate Bill (SB) 743 requires that relevant California Environmental Quality Act (CEQA) analysis of transportation impacts be conducted using a metric known as VMT instead of level of service (LOS). VMT measures how much actual auto travel (additional miles driven) a proposed project would create on California roads. If the project adds excessive car travel onto our roads, the project may cause a significant transportation impact.

The State CEQA Guidelines were amended to implement SB 743, by adding Section 15064.3. Among its provisions, Section 15064.3 confirms that, except with respect to transportation projects, a project’s effect on automobile delay shall not constitute a significant environmental impact. Therefore, LOS measures of impacts on traffic facilities are no longer a relevant CEQA criteria for transportation impacts.

CEQA Guidelines Section 15064.3(b)(4) states that “[a] lead agency has discretion to choose the most appropriate methodology to evaluate a project’s vehicle miles traveled, including whether to express the change in absolute terms, per capita, per household or in any other measure. A lead agency may use models to estimate a project’s vehicle miles traveled and may revise those estimates to reflect professional judgment based on substantial evidence. Any assumptions used to estimate vehicle miles traveled and any revision to model outputs should be documented and explained in the environmental document prepared for the project. The standard of adequacy in Section 15151 shall apply to the analysis described in this section.”
On June 25, 2020, the City of Fresno adopted the CEQA Guidelines for Vehicle Miles Traveled Thresholds (VMT Guidelines) for VMT pursuant to Senate Bill 743 to be effective July 1, 2020. The City of Fresno VMT Guidelines document was prepared and adopted consistent with the requirements of CEQA Guidelines Sections 15064.3 and 15064.7. The December 2018 Technical Advisory on Evaluating Transportation Impacts in CEQA (TA) published by the Governor's Office of Planning and Research (OPR), was utilized as a reference and guidance document in the preparation of the City of Fresno VMT Guidelines.

The City of Fresno VMT Guidelines adopted a screening standard and criteria that can be used to screen out qualified development projects that meet the adopted criteria from needing to prepare a detailed VMT Analysis. These criteria may be size, location, proximity to transit, of trip making potential. In general development projects that are consistent with the City of Fresno's General Plan and Zoning and that that meet one or more of the following criteria can be screened out from a quantitative VMT analysis.

JI R Wl ENGINEERING, INC.TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 2
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025

1. Project Located in a Transit Priority Area/High Quality Transit Corridor (within 0.5 miles of a transit stop).

2. Project is Local-serving Retail of less than 50,000 square feet.

3. Project is a Low Trip Generator (Less than 500 average daily trips)

4. Project has a High Level of Affordable Housing Units

5. Project is an institutional/Government and Public Service Uses

6. Project is located in a Low VMT Zone
This screening tool is consistent with the OPR December 2018 Guidance referenced above. The screening tool includes an analysis of those portions of the City that satisfy the standard of reducing VMT by 13% from existing per capita and per employee VMT averages within the relevant region. The relevant region adopted by the City of Fresno VMT Guidelines is Fresno County.

However, the City of Fresno VMT Guidelines Section 3.1 regarding Development Projects states that "If a project constitutes a General Plan Amendment (GPA) or a Zone Change (ZC), none of the screening criteria may apply". Since none of the screening criteria are met for this particular Project, a quantitative VMT analysis is required.

The City of Fresno VMT Guidelines document includes thresholds of significance for development projects, transportation projects, and land use plans. These thresholds of significance were developed using the County of Fresno as the applicable region, and the required reduction of VMT (as adopted in the City of Fresno VMT Guidelines) corresponds to Fresno County’s contribution to the statewide GHG emission reduction target. In order to reach the statewide GHG reduction target of 15%, Fresno County must reduce its GHG emissions by 13%. The method of reducing GHG by 13% is to reduce VMT by 13% as well.

VMT is simply the product of a number of trips and those trips’ lengths. The first step in a VMT analysis is to establish the baseline average VMT, which requires the definition of a region. The City of Fresno VMT Guidelines provide that the Fresno County average VMT per Capita (appropriate for residential land uses) and Employee (appropriate for office/commercial non-retail land uses) are 16.1 and 25.6, respectively.

The City’s threshold targets a 13% reduction in VMT for residential and office/commercial non-retail land uses and a net zero (0) increase in regional VMT for commercial retail land uses.

The City’s adopted thresholds for development projects correspond to the regional averages modeled by Fresno COG’s ABM. For residential and office development projects, the adopted threshold of significance is a 13% reduction. This means that projects that generate VMT in excess of a 13% reduction from the existing regional VMT per capita or per employee would have a significant environmental impact. Projects that reduce VMT by 13% or more are less than significant. For retail projects, the adopted threshold is no net increase in regional VMT when compared to the existing regional VMT. The adopted threshold for “Other” land use projects is no net increase to the regional VMT per employee for Projects consistent with the General Plan and a reduction of 13% for Project that require a General Plan Amendment.

The threshold for residential land uses is a maximum of (16.10 X (1.00 - 0.13) = 14.01) 14.01 VMT per capita. The threshold for office land uses is a maximum of (25.60 X (1.00 - 0.13) = 22.27) 22.27 VMT per employee. The threshold for retail land uses is a net zero (0) increase in regional VMT for retail land uses.

The threshold for “Other” land uses is 25.60 VMT per employee if they are consistent with the General JI R Wl ENGINEERING, INC.TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 3
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025
Plan and 22.27 VMT per employee if they require a General Plan Amendment. As this Project falls under the “Residential” VMT category, the target threshold for this Project which is consistent with the General Plan, is 14.01 VMT per capita.

VMT Results
Table I summarizes the VMT results output by the Fresno COG VMT Calculator for the Project. The proposed Project fits under the residential category for VMT analysis. Based on Fresno COG VMT calculator results, the Project’s residential component has an average of 16.10 VMT per capita which over the City’s VMT threshold of 14.01 VMT per capita. Appendix A presents the Project VMT output from the Fresno COG VMT Calculator.

Table I: VMT Results Prior to Mitigation
Project Components Fresno COG VMT Calculator Results1 City of Fresno VMT Threshold² Residential 16.10 14.01
Note: 1 = VMT Results per Fresno COG VMT Calculator.
2 = VMT Threshold per CEQA Guidelines for Vehicle Miles Traveled Thresholds for the City of Fresno.

VMT Mitigations
The VMT mitigation measures considered for this Project include those appropriate for the respective land use as noted in the City of Fresno VMT Guidelines. The selected VMT reduction rates appropriate for the Project were based on the VMT mitigation measures presented within the City of Fresno VMT Guidelines.

JLB considered the following mitigation measures: Increase Density, Increase Location Efficiency, Increase Destination Accessibility, Improve Design Development, Provide Pedestrian Network Improvements and Provide Traffic Calming measures. The Increase Density measure could not be applied due to the density required to mitigate in comparison to the Project’s proposed density. The Increase Location Efficiency measure could not be applied as this Project is not located in a suburban center, compact infill or urban context pursuant to the CAPCOA guidance. The Improve Design of Development and Provide Pedestrian Network Improvements measures were not used as design features considered in these mitigations are being considered for VMT reductions within the Urban Form VMT Calculator.

Based on the current design and location of the Project, JLB was able to apply the VMT mitigation measures of Increase Destination Accessibility and Provide Traffic Calming Measures. In order to apply the VMT mitigation measure of Provide Traffic Calming Measure, it is recommended that the Project include traffic calming measures at 25% of intersections (3 intersections) in addition to the traffic calming measures within the current design to help reduce speeds within the Project and to promote alternative modes of transportation. It is recommended that traffic calming measures be included at the intersections of Hornet Avenue at Peralta Way, Hornet Avenue at University Avenue and Hornet Avenue at Normal Avenue. Traffic calming measures at these intersections can be included as mini-circles or bulb outs.

As can be seen in Table II, the mitigation measures result in a reduction of 0.89 VMT per Capita. After the implementation of the feasible mitigation measures and not accounting for those which can be covered with the City’s Urban Form VMT Calculator, the Project is projected to result in significant VMT impacts.

Appendix B contains the VMT mitigation measure calculations.

JI R
Wl ENGINEERING, INC.

TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 4
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025
Therefore, it is recommended that the Project’s design and VMT reduction also be determined through the use of the City’s Urban Form VMT Calculator to determine if changes in design can result in less than significant VMT Impacts. Generally, the Urban Form VMT Calculator is utilized by the Civil Engineer that has designed the Tract Map. Entry parameters for VMT mitigation can included but are not limited to Land Use Information, Project Perimeter Connections and Internal Street System data. Each of these entry parameters have sub parameters. However, prior to going through the Urban Form VMT Calculator, the Project is projected to result in significant VMT impacts.

Table II: VMT Mitigations
Project
Components
Fresno COG
Results1
Reduction from
VMT Mitigations²
VMT After
Mitigations
City of Fresno
VMT Threshold²
Significant VMT
Impact?
Residential 16.10 -0.89 15.21 14.01 Yes
Note: 1 = VMT Results per Fresno COG VMT Calculator.
2 = VMT Thresholds and Mitigations per City of Fresno VMT Guidelines.

Conclusion
Conclusions regarding the VMT Analysis of the proposed Project are provided below:
• Based on information provided to JLB, the proposed Project’s land uses are consistent with the Fresno General Plan.
• Per the Fresno COG VMT Analysis Tool Output, the Project is projected to result in a VMT per Capita of

16.10 before mitigations.
• Based on the current design and location of the Project, JLB was able to apply the following VMT mitigation measures of Increase Destination Accessibility and Provide Traffic Calming Measures. • In order to apply the VMT mitigation measure of Provide Traffic Calming Measures, it is recommended that the Project include traffic calming measures at the intersections of Hornet Avenue at Peralta Way, Hornet Avenue at University Avenue and Hornet Avenue at Normal Avenue. Traffic calming measures at these intersections can be included as mini-circles or bulb outs. • After the implementation of feasible mitigation measures and not accounting for those which can be covered with the City’s Urban Form VMT Calculator, the Project’s VMT per Capita would be reduced by 0.89. Therefore, the Project is projected to yield 15.21 VMT per Capita before design features within the City’s Urban Form VMT Calculator are taken into account. • The City of Fresno threshold for residential projects is 14.01 VMT per Capita. • Therefore, it is recommended that the Project’s design and VMT reduction also be determined through the use of the City’s Urban Form VMT Calculator to determine if changes in design can result in less than significant VMT Impacts. The 15.21 VMT per capita is the starting point VMT that shall be used within the City of Fresno Urban Form VMT Calculator. Generally, the Urban Form VMT Calculator is utilized by the Civil Engineer that has designed the Tract Map. Entry parameters for VMT mitigation can included but are not limited to Land Use Information, Project Perimeter Connections and Internal Street System data. Each of these entry parameters have sub parameters. However, prior to going through the Urban Form VMT Calculator, the Project is projected to result in significant VMT impacts.

JI R
Wl ENGINEERING, INC.

TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 5
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025

Study Participants
JLB Traffic Engineering, Inc. Personnel
Jose Luis Benavides, PE, TE Project Manager
Matthew Arndt, EIT Project Engineer – Traffic Operations Christian Sanchez, EIT Project Engineer – Design
Adrian Benavides Engineer II
Derian Cervantes Engineer I
Diana Cortes Engineering Aide
Arjun Dhillon Engineering Aide
Dennis Wynn Sr. Engineering Technician
Persons Consulted:

Ernie Escobedo QK, Inc.

Jaymie Brauer QK, Inc.

Sophia Pagoulatos City of Fresno
Hector Luna County of Fresno
Brody Hines County of Fresno
David Padilla Caltrans, D6
Keyomi Jones Caltrans, D6
JI R Wl ENGINEERING, INC.TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 Page | 6
(559) 570-8991
Tract 6502 - City of Fresno
Vehicle Miles Traveled Analysis
May 30, 2025

References
California Air Pollution Control Officers Association. 2010. "Quantifying Greenhouse Gas Mitigation Measures: A Resource For Local Government To Access Emission Reductions From Greenhouse Gas Mitigation Measures". Sacramento: State of California.

Caltrans. 2020. "Vehicle Miles Traveled-Focused Transportation Impact Study Guide". Sacramento: State of California.

Caltrans. 2021. "California Manual On Uniform Traffic Control Devices". Sacramento: State of California.

City of Fresno. 2014. "Fresno General Plan". Fresno: City of Fresno.

City of Fresno. 2016. "Active Transportation Plan". Fresno: City of Fresno.

City of Fresno. 2020. "CEQA Guidelines For Vehicle Miles Traveled Thresholds". Fresno: City of Fresno, County of Fresno. 2000. "Fresno County General Plan". Fresno: Fresno County.

Governor's Office of Planning and Research. 2018. Technical Advisory On Evaluating Transportation Impacts In CEQA. Ebook. Sacramento: State of California.

Institute of Transportation Engineers. 2021. "Trip Generation Manual: 11th Edition". Washington: Institute of Transportation Engineers. Vol. 1-3.

JI R Wl ENGINEERING, INC.TRAFFIC
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | A
(559) 570-8991
Appendix A: Fresno COG VMT Calculator Output
JIB - ENGINEERING. INCENGINEERING, INC. TRAFFIC
Tool Version: Report Date: 5/29/2025
Name:

Jurisdiction
APN No.

Single-family: 119 DU Multi-family: 0 DU
Total: 119 DU Percent Affordable: 0%
Non-Residential Office: 0 EMP Others: TSF
Included
in the project TDM Quantification
% VMT/Capita
Reduction
% VMT/Employment
Reduction
No N/A
No N/A

16.1 County VMT / Capita: 16.1
Significant Impact: Yes
Project TDM measures (VMT reduction strategies)
Fresno COG Vehicle Miles Traveled Analysis Tool Summary Report Version 1.38
Project Information
Tract 6502
Fresno
31005227
Project Land Use
Residential
TDM Strategy
Implement Project Specific Vanpool Program
Implement Project Specific Carpool Program
Project VMT Results
Residential
Project's VMT/Capita (16.1) is greater than County VMT/Capita (14.0 using 13% as threshold) Project VMT per Capita:

Project VMT per Capita with TDM
Measures:

16.1 Significant Impact with
TDM measures: Yes

16.0 16.1 16.1

13.1 16.1
0 5
10 15
20 25
30 35
TAZ Project Project + TDM
VMT per Capita
County Average
Fresno Council
of Governments
www.JLBtraffic.com
[email protected]
516 W. Shaw Ave., Ste. 103
Fresno, CA 93704 App | B
(559) 570-8991
Appendix B: VMT Mitigations
JI R Wl ENGINEERING, INC.TRAFFIC
310-052-27
Residential

16.10 14.01
FALSE

12.98%
Measure # VMT Mitigation Grouped with VMT Reduction Rate (%) LUT-1 Increase Density N/A 0.00%
LUT-2 Increase Location Efficiency N/A 0.00%
LUT-3 Increase Diversity of Urban and Suburban Developments (Mixed Use) N/A 0.00% LUT-4 Increase Destination Accessibility N/A 7.94%
LUT-5 Increase Transit Accessibility N/A 0.00%
LUT-6 Integrate Affordable and Below Market Rate Housing N/A 0.00% LUT-7 Orient Project Toward Non-Auto Corridor LUT-3 N/A LUT-8 Locate Project near Bike Path/Bike Lane LUT-4 N/A LUT-9 Improve Design of Development N/A 0.00%

7.94%

5.00%
SDT-1 Provide Pedestrian Network Improvements N/A 0.00% SDT-2 Provide Traffic Calming Measures N/A 0.50%
SDT-3 Implement a Neighborhood Electric Vehicle (NEV) Network N/A 0.00% SDT-4 Urban Non-Motorized Zones SDT-1 N/A
SDT-5 Incorporate Bike Lane Street Design (on-site) LUT-9 N/A SDT-6 Provide Bike Parking in Non-Residential Projects LUT-9 N/A SDT-7 Provide Bike Parking with Multi-Unit Residential Projects LUT-9 N/A SDT-8 Provide EV Parking SDT-3 N/A
SDT-9 Dedicate Land for Bike Trails LUT-9 N/A

0.50%

5.00%

5.50%

10.00%
-0.89

15.21 14.01
FALSE
Project VMT with Mitigation Reductions:

City of Selma VMT Threshold:

Target VMT Satisfied?
Neighborhood/Site Enhancements Category VMT Reduction (%) Max. Neighborhood/Site Enhancements Category VMT Reduction (%) Transportation Cross-Category VMT Reduction (%)
Max. Transportation Cross-Category VMT Reduction (%)
Total VMT Reduction:

Land Use/Location Category VMT Reduction (%)
Max. Land Use/Location Category VMT Reduction (%)
Neighborhood/Site Enhancements
% deviation from target threshold:

Land Use/Location
Target VMT Satisfied?
Tract 6502 VMT Analysis
APN:

Land Use:

Fresno COG VMT Tool Output:

City of Fresno VMT Threshold:

I
Transportation
CEQA# MM D-3
MP# LU-2.1.4 LUT-4 Land Use / Location
167 LUT-4

3.1.4 Increase Destination Accessibility
Range of Effectiveness: 6.7 – 20% vehicle miles traveled (VMT) reduction and therefore 6.7-20% reduction in GHG emissions.

Measure Description:

The project will be located in an area with high accessibility to destinations. Destination accessibility is measured in terms of the number of jobs or other attractions reachable within a given travel time, which tends to be highest at central locations and lowest at peripheral ones. The location of the project also increases the potential for pedestrians to walk and bike to these destinations and therefore reduces the VMT.

Measure Applicability:
 Urban and suburban context
 Negligible impact in a rural context
 Appropriate for residential, retail, office, industrial and mixed-use projects Baseline Method:

See introduction to transportation section for a discussion of how to estimate trip rates and VMT. The CO2 emissions are calculated from VMT as follows:

CO2 = VMT x EFrunning
Where:

VMT = vehicle miles
traveled
EFrunning = emission factor
for running emissions
Inputs:

The following information needs to be provided by the Project Applicant:
 Distance to downtown or major job center
Mitigation Method:
% VMT Reduction = Center Distance * B [not to exceed 30%] Where
CAPCOA
Transportation
CEQA# MM D-3
MP# LU-2.1.4 LUT-4 Land Use / Location
168 LUT-4
Center Distance = Percentage decrease in distance to downtown or major job center versus typical ITE suburban development = (distance to downtown/job center for typical ITE development – distance to downtown/job center for project) / (distance to downtown/job center for typical ITE development)
Center Distance = 12 - Distance to downtown/job center for project) / 12 See Appendix C for detail
B = Elasticity of VMT with respect to distance to downtown or major job center (0.20 from [1]) Assumptions:

Data based upon the following references:
[1] Ewing, R., and Cervero, R., "Travel and the Built Environment - A Meta-Analysis." Journal of the American Planning Association, <to be published> (2010). Table 4.

Emission Reduction Ranges and Variables:

Pollutant Category Emissions Reductions38
CO2e 6.7 – 20% of running
PM 6.7 – 20% of running
CO 6.7 – 20% of running
NOx 6.7 – 20% of running
SO2 6.7 – 20% of running
ROG 4 – 12% of total
Discussion:

The VMT reductions for this strategy are based on changes in distance to key destinations versus the standard suburban distance in North America. This distance is used as a baseline to mirror the distance to destinations reflected in the land uses for the ITE Trip Generation Manual, which is the baseline method for determining VMT.

The purpose for the 30% cap on % VMT reduction is to limit the influence of any single environmental factor (such as destination accessibility). This emphasizes that community designs that implement multiple land use strategies (such as density, 38 The percentage reduction reflects emission reductions from running emissions. The actual value will be less than this when starting and evaporative emissions are factored into the analysis. ROG emissions have been adjusted to reflect a ratio of 40% evaporative and 60% exhaust emissions based on a statewide EMFAC run of all vehicles.

VMT Reduction = [(12 - 7.23) / 12] * 0.2 = 7.94%
Job Center Distance = 7.23 miles
CAPCOA
Transportation
CEQA# MM D-3
MP# LU-2.1.4 LUT-4 Land Use / Location
169 LUT-4
design, diversity, destination, etc.) will show more of a reduction than relying on improvements from a single land use factor.

Example:

Sample calculations are provided below:
 Low Range % VMT Reduction (8 miles to downtown/job center) =

0.20 6.7%
12 12 8


 High Range % VMT Reduction (0.1 miles to downtown/job center) =

0.20 20.0%
12 12 0.1


Preferred Literature:
 -0.20 = elasticity of VMT with respect to job accessibility by auto  -0.20 = elasticity of VMT with respect to distance to downtown The Ewing and Cervero report [1] finds that VMT is strongly related to measures of accessibility to destinations. The weighted average elasticity of VMT with respect to job accessibility by auto is -0.20 (looking at five total studies). The weighted average elasticity of VMT with respect to distance to downtown is -0.22 (looking at four total studies, of which one controls for self selection39).

Alternative Literature:
 10-30% reduction in vehicle trips
The VTPI literature [2] suggests a 10-30% reduction in vehicle trips for “smart growth” development practices that result in more compact, accessible, multi-modal communities where travel distances are shorter, people have more travel options, and it is possible to walk and bicycle more.

Alternative Literature References:
[2] Litman, T., 2009. “Win-Win Emission Reduction Strategies.” Victoria Transport Policy Institute (VTPI). Website: http://www.vtpi.org/wwclimate.pdf. Accessed March 2010. (p. 7, Table 3)
39 Self selection occurs when residents or employers that favor travel by non-auto modes choose locations where this type of travel is possible. They are therefore more inclined to take advantage of the available options than a typical resident or employee might otherwise be.

CAPCOA
Transportation
CEQA# MM-T-8
MP# LU-1.6 SDT-2
Neighborhood / Site
Enhancement
190 SDT-2

3.2.2 Provide Traffic Calming Measures
Range of Effectiveness: 0.25 – 1.00% vehicle miles traveled (VMT) reduction and therefore 0.25 – 1.00% reduction in GHG emissions.

Measure Description:

Providing traffic calming measures encourages people to walk or bike instead of using a vehicle. This mode shift will result in a decrease in VMT. Project design will include pedestrian/bicycle safety and traffic calming measures in excess of jurisdiction requirements. Roadways will be designed to reduce motor vehicle speeds and encourage pedestrian and bicycle trips with traffic calming features. Traffic calming features may include: marked crosswalks, count-down signal timers, curb extensions, speed tables, raised crosswalks, raised intersections, median islands, tight corner radii, roundabouts or mini-circles, on-street parking, planter strips with street trees, chicanes/chokers, and others.

Measure Applicability:
 Urban, suburban, and rural context
 Appropriate for residential, retail, office, industrial and mixed-use projects Baseline Method:

See introduction to transportation section for a discussion of how to estimate trip rates and VMT. The CO2 emissions are calculated from VMT as follows:

CO2 = VMT x EFrunning
Where:

VMT = vehicle miles
traveled
EFrunning = emission factor
for running emissions
Inputs:

The following information needs to be provided by the Project Applicant:
 Percentage of streets within project with traffic calming improvements  Percentage of intersections within project with traffic calming improvements CAPCOA
Transportation
CEQA# MM-T-8
MP# LU-1.6 SDT-2
Neighborhood / Site
Enhancement
191 SDT-2
Mitigation Method:
% of streets with improvements
25% 50% 75% 100%
% VMT Reduction
% of
intersections
with
improvements
25%
50%
75%
100%

0.25% 0.25% 0.5% 0.5%

0.25% 0.5% 0.5% 0.75%

0.5% 0.5% 0.75% 0.75%

0.5% 0.75% 0.75% 1%
Assumptions:

Data based upon the following references:
[1] Cambridge Systematics. Moving Cooler: An Analysis of Transportation Strategies for Reducing Greenhouse Gas Emissions.(p. B-25) http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendices _Complete_102209.pdf
[2] Sacramento Metropolitan Air Quality Management District (SMAQMD) Recommended Guidance for Land Use Emission Reductions. (p.13) http://www.airquality.org/ceqa/GuidanceLUEmissionReductions.pdf Emission Reduction Ranges and Variables:

Pollutant Category Emissions Reductions46
CO2e 0.25 – 1.00% of running
PM 0.25 – 1.00% of running
CO 0.25 – 1.00% of running
NOx 0.25 – 1.00% of running
SO2 0.25 – 1.00% of running
ROG 0.15 – 0.6% of total
Discussion:

The table above allows the Project Applicant to choose a range of street and intersection improvements to determine an appropriate VMT reduction estimate. The Applicant will look at the rows on the left and choose the percent of intersections within 46 The percentage reduction reflects emission reductions from running emissions. The actual value will be less than this when starting and evaporative emissions are factored into the analysis. ROG emissions have been adjusted to reflect a ratio of 40% evaporative and 60% exhaust emissions based on a statewide EMFAC run of all vehicles.

VMT Reduction assuming 100% of streets and 25% intersections = 0.5% CAPCOA
Transportation
CEQA# MM-T-8
MP# LU-1.6 SDT-2
Neighborhood / Site
Enhancement
192 SDT-2
the project which will have traffic calming improvements. Then, the Applicant will look at the columns along the top and choose the percent of streets within the project which will have traffic calming improvements. The intersection cell of the row and column selected in the matrix is the VMT reduction estimate.

Though the literature provides some difference between a suburban and urban context, the difference is small and thus a conservative estimate was used to be applied to all contexts. Rural context is not specifically discussed in the literature but is assumed to have similar impacts.

For a low range, a project is assumed to have 25% of its streets with traffic calming improvements and 25% of its intersections with traffic calming improvements. For a high range, 100% of streets and intersections are assumed to have traffic calming improvements
Example:

N/A - No calculations needed.

Preferred Literature:
 -0.03 = elasticity of VMT with respect to a pedestrian environment factor (PEF)  1.5% - 2.0% reduction in suburban VMT
 0.5% - 0.6% reduction in urban VMT
Moving Cooler [1] looked at Ewing’s synthesis elasticity from the Smart Growth INDEX model (-0.03) to estimate VMT reduction for a suburban and urban location. The estimated reduction in VMT came from looking at the difference between the VMT results for Moving Cooler’s strategy of pedestrian accessibility only compared to an aggressive strategy of pedestrian accessibility and traffic calming.

The Sacramento Metropolitan Air Quality Management District (SMAQMD) Recommended Guidance for Land Use Emission Reductions [2] attributes 0.25 – 1% of VMT reductions to traffic calming measures. The table above illustrates the range of VMT reductions based on the percent of streets and intersections with traffic calming measures implemented. This range of reductions is recommended because it is generally consistent with the effectiveness ranges presented in the other preferred literature for situations in which the effects of traffic calming are distinguished from the other measures often found to co-exist with calming, and because it provides graduated effectiveness estimates depending on the degree to which calming is implemented.

Alternative Literature:

None
CAPCOA
Project Name: ?
Applicant/Developer: De Young Properties
Major Cross Streets: Mckinley and Temperance
Project Address:

APN(s): 574-050-02
Gross Project Site Area: 20 acres
Baseline VMT from COG Calculator:

Calculation Run By: Ernie Escobedo, QK, Inc.

Date of Calculation: 5/16/2025
City of Fresno

URBAN FORM VMT CALCULATOR
Basic Information

16.1 per capita
r ]
Area dedicated to internal streets: 8.2 acres
Area of park space or other public open space: 1.6 acres Net area of the project site (land avaialble for residential and commercial uses): 10.2 acres
Number of single family dwellings (attached and
detached): 119.0 units
Number of multifamily dwellings (including ADUs and
duplexes): 0.0 units
Total number of dwellings: 119.0 units
Number of affordable/BMR dwellings
(including single-family and multifamily) :

0.0 units
Total office space within project: 0.0 square feet
Total retail and other non-residential space within the project (excluding office and industrial ): 0.0 square feet Average Front Setback of Residential Structures: 14.0 feet Average Front Setback of Non-Residential Structures: 0.0 feet Number of driveways serving residential uses: 119.0 driveways Number of driveways serving non-residential uses 0.0 driveways Number of dwelling units without dedicated parking: 0.0 units Number of single family dwelling units with alley loaded parking: 0.0 units
Number of single family dwelling units with recessed
garages
119.0 units
Number of pedestrian entrances into project buildings
which face a street and are located within 20 feet of a sidewalk:

1.0 entrances
Land Use Information
Length of project perimeter that is adjacent to major
streets:
1,323.0 feet
Length of project perimeter that is adjacent to other sites (developed or undeveloped) :
1,100.0 feet
Total Length of project perimeter: 2,423.0 feet
Are there residential uses adjacent to non-residential uses (including those inside and at the edge of the project, and including instances where a non-major street is the
boundary) :

Yes
Length of the boundary between residential uses nonresidential uses (including those inside and at the edge of the project, and including instances where a non-major
street is the boundary) :
1,000.0 feet
Length of project perimeter that is adjacent to major
streets that is occupied by residential uses: 1,323.0
Length of project perimeter that is adjacent to major
streets that is occupied by non-residential uses: 0.0
Total number of ungated pedestrian connections (a single street with 2 sidewalks counts as 1) from residential part of project to adjacent non-residential use (including those inside and outside of the project):

2.0 connections
Total number of ungated automobile connections from
the residential part of project to adjacent non-residential uses (including those inside and outside of the project) :

0.0 connections
Total number of ungated pedestrian connections (a single street with 2 sidewalks counts as 1) from project to
adjacent development sites:

3.0 connections
Total number of ungated automobile connections from
project to adjacent development sites: 3.0 connections
Total number of ungated pedestrian connections (a single street with 2 sidewalks counts as 1) from project to
adjacent major streets:

1.0 connections
Total number of ungated automobile connections from
project to adjacent major streets: 1.0 connections
Total number of controlled intersections on adjacent
major streets: 1.0 intersections
Project Perimeter and Connections
Distance between the transit stop serving the project and the nearest pedestrian connection to the project
(following safe and legal pedestrian paths, not as the crow flies) .
10,707.0 feet
Total length of all major streets within the project
(if applicable) :

0.0 feet
Total length of all major streets, within the project and at the perimeter: 1,323.0 feet
Length of major street frontage with tall fencing (over 4 feet in height) or soundwalls: 1,323.0 feet
Average width of sidewalks on major streets, within the project and at the perimeter: 6.5 feet
Total length in feet of all protected bike lanes and offstreet trails: 1,323.0 feet Does the project have internal streets
(include public and private streets) ?
Yes
Total length of internal streets (excluding intersections, and excluding major streets) :
5,770.0 feet
Total length of Residential Lot Frontage Facing Internal Streets: 5,700.0 feet
Total length of Non-Residential Lot Frontage Facing
Internal Streets: 0.0 feet
Total length of all Lot Frontage Facing Internal Streets: 5,700.0 feet Average block length: 500.0 feet
Average local street roadway width: 42.0 feet
Total number of intersections in project
(including those that connect to adjacent major streets) :

7.0 intersections
Length of internal streets with two sidewalks: 5,000.0 feet Length of internal streets with one sidewalk: 700.0 feet Length of internal streets with no sidewalks: 70.0 feet Total length of all sidewalks within project: 10,700.0 feet Average residential sidewalk width: 6.5 feet
Average non-residential sidewalk width: 0.0 feet
Length of internal streets with parkway strips
(4 feet or wider) :
5,700.0 feet
Total number of street trees
(only include those planted within the street right of way) :

86.0 trees
Average diameter of street tree canopy, or spread, at
maturity: 50.0 feet
Total number of pedestrian-scaled street lights
(18' feet high or less, within street right of way but not projecting over the roadway) :

15.0 lights
Results of Urban Form VMT Analysis
Internal Street System
If "No" leave the remaining cells blank and scroll down to see results of Urban Form VMT analysis.

Type of Project: Residential Project
Baseline VMT For this Location (from COG model): 16.10 per capita The urban form of this project warrants a VMT reduction of: 8.67%
The adjusted VMT for this project is: 14.70 per capita
The the regional VMT threshold is: 14.01 per capita
This project exceeds exceeds the local VMT threshold by: 0.70 per capita After analysis of its urban form, does this project still have a VMT impact which must be mitigated through a fee or
other meaasure?
YES
]
]

Fresno City CouncilAugust 14, 2025

Fresno City Council
August 14, 2025