Cities Index.
041823-H-26sr&att.pdf

Long Beach City Council
April 18, 2023

Document
041823-H-26sr&att.pdf
Meeting
April 18, 2023
Body
Long Beach City Council
Pages
37
Original file
156.1 MB
Text extracted from the city's file for reading and search. Open the original on longbeach.legistar.com. That file is the official record.

Column 9 Column D Column E Column F
0 0
NOT-3 Max 2 0
0 Pretimed 0 Set Monday 0 Dial 2 0,!4/ire) 0
NOT-4 Syslem Det 1 0 Ext. Perm 1 Dial 3 0 wiE) EV.A 71
0 0
0 0
0 0
0 0
0 0
ORa (a) 89 System Det 2 0 Plan 2 0 Ext. Perm 2 Offset 'l (7-Wre) EVB oR-4 (b) 86
0 0
90 87
0 System Det 3 0 Plan 3 0 Offset 2 {7-wile) EV.C
OR-s (a) Syslem Del 4 0 0
0 0 Oflset 3 (7-$1re) 0 EVD 74
oR-5 (b) System Del 5 0 82 Free (7.wre) 0 RR-I 5't
OR-6 (a) System Det 6 Plan 6 0
0 Flash (7.wi.e) 0 52
oR-6 (b) System Del 7 0 Plan 7 0 ManualEnable Excl. Ped Omit Spec. Event 'l 0 Fig 3 Diamond System Det 8 0 0 NOT-1 209 Spec. Evenl 2 Fig 4 Diamond 0 Max lnhibit (nem5) 0 Plan I External Alarm 0 211 Exlernal Lag AND4 (a) 0 Force A 1nema1 0 OELAY-A 208 Phase Bank 2 0 oR-1 (a) 0 AND-1 (a) 201 oR-7 (d) AND-4 (b) 0 Force B (nema) 0 DELAY,B 0 Phase Bank 3 0 oR-1 (b) 0 AND,1 (b) 200 oR-8 (a) 0 NAND'1 (a) 205 C.N.A. (nema) 0 DELAY-C Overlap Set 2 OR,2 (a) AND-2 (a) 212 oR I (b) 0 NAND-'t (b) 204 Hold (nems) 0 DELAY-D Overlap Set 3 oR-2 (b) 216 AND 2 (b) oR-B (c) 0 NAND-2 (a) 20'l Max Recall 0 DELAY.E Deteclor Set 2 0 OR-3 (a) 61 AND-3 (a) 217 oR-8 (d) 0 NAND,2 (b) 206 Min Recall 0 DELAY.F Deteclor Set 3 oR 3 (b) AND,3 (b) 4 Assiqnable lnputs <c=0+E=.t26>
Column 9 Column A Column B Column C Column D Column E Column F Phase ON - 1 Preempt Fail 0 Flasher 0 200 Free 0 NOT,l 205 TOD Out 1 0 Dial 2 {7 w,e) 0 Phase ON - 2 0 Sp Evnt Out 1 0 Flasher I Plan 1 0 oR1 0 TOD Out 2 0 Dial 3 (7-wre) 0 Phase ON - 3 0 Sp Evnt Out 2 0 Fasl Flasher 0 Plan 2 oR-2 212 TOD Oul 3 0 Offsel 1 (7,wire) 0 Phase ON - 4 0 Sp Evnt Out 3 0 Fig 3 Diamond 0 Plan 3 oR-3 TOD Out 4 0 Offset 2 (7-!vire) 0 Phase ON - 5 0 Sp Evnt Out 4 0 Fig 4 Diamond 0 Plan 4 AND,l TOD Out 5 0 Offset 3 (7 wirc) 0 Phase ON - 6 0 Sp Evnt Out 5 0 Plan 5 AND-2 217 TOD Oui 6 0 Free (7-wne) 0 Phase ON - 7 0 Sp Evnt Out 6 0
0 0
0 Plan 6 AND-3 TOD Oul 7 Flash (7 W,e)
Phase ON - B 0
0 0
0 Sp Evnt Out 7 NOT-2 TOD Oul 8
0 0
Preempl
Ph. Check - 1 Sp Evnt Out I NOT-3 0 0
0 Low Priority A 0
Ph. Check - 2 NOT.4 0
0 0
0 0
EV.B Adv. Wam - 2 Low Priorily I
Ph. Check - 3 Delector Fail oR-4 208
0 210
EV.C 0 DELAY.A 211 Low Priority C
Ph. Check - 4 0 Spec. Funct. 1 0 oR-5 EVD 0 DEIAY.B 0 Low Priority D 0 Ph Check 5 0 Spec. Funct. 2 0 oR,6 RR-1 0 DELAY-C 0
Ph. Check - 6 0 Cenkal Control 0 0 RR-2 0 DELAY D 2'16
Ph. Check - 7 0 Excl. Ped OW 0 NAND.1 201 0 Spec. Event 'l DELAY.E 0 Ph. Check - 8 0 Excl. Ped WK 0 NAND 2 204 0 Spec. Event 2 0 DELAY.F 0 Assignable Outputs
2 1
5 5
7 8
D
E
F
0 ,|
2 1
5 6
7 8
9 B
D
E
F
0 1
B
F
Printed on 11/16/2011 8:52 AM Timing Sheet Version: 233 RV2 <C=0+E=127>
Revision: 10430
ol -Tl -i'l
7 s
H
Golumn A Column B
0 Plan B
0 0
0 NOT 2
Sim Term
0 RR2
0 0
0 0
Spec. Funct. 1
Spec. Funcl. 2
Spec. Funct. 3
Spec. Funct. 4
NAND-3 (a)
NAND-3 (b)
NAND-4 (a)
NAND-4 (b)
OR-7 (a)
oR-7 (b)
OR-7 (c)
toTo
lo
0 203
75 Set Clock
Stop Time
Flash Sense 81
Man. Advance
ldm"rln,
Lo
Ptan 1
ll o
0 0
0 0
Plan 4
Plan 5
0 210
0 lloll o
0 0
EV,A
0 0
0 0
0 0
0 0
0 AND 4
0 0
0 0
o
0 0
tFlan 7
Plan I
Plan I
Spec. Funct. 3
Ep-ec. Fr""tl I
-NANDT------l
NAND.4
oR-7
oR-8
209
203
99 206
I
Zl8
l9
-A
INTERSECTION: 020 Lonq Beach & 1st Paqe 5 (of 8)
Phase
4 6
Ped Walk 0 0
Ped FDW 0 0
l\4in Green 0 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0
Added per Vehicle 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
l\4ax Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Limit 0 0 0 0
i/ax Limit 2 0 0 0 0 0 0 0
Adv. / Delay Walk 0 0 0 0 0 0
PE Min Ped FDW 0 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0.0 0.0 0.0 0.0
Yellow Change 0.0 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Columh Nudhc8
->
Phase Timing - Bank 2 <C=o+F=2>
5 Ped Walk 0 0 0 0 0 0 0
Ped FDW 0 0 0 0 0 0
Min Green 0 0 0 0 0 0 0
Type 3 Disconnecl 0 0 0 0 0 0
Added per Vehicle 0.0

0.0 0.0
0 0

0.0 0.0 0.0 0.0 0.0 0.0
Veh Extension 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Max Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Min Gap 0_0 0.0 0.0 0.0 0.0 0.0
lrax Limil 0 0 0 0 0
Max Limil2 0 0 0 0 0 0 0
Adv. / Delay Walk 0
0 0

0.0 0 0 0 0 0
PE l!4in Ped FDW 0 0 0 0 0 0 0
Cond Serv Check 0 0 0 0 0 0 0
Reduce Every 0.0 0-0 0.0 0.0 0.0 0.0
Yellow Chanqe 0.0 0.0 0.0 0.0 0.0
Red Clear 0.0 0.0 0.0 0.0 0.0 0.0
Phase Timing - Bank 3 <C=0+F=3>
Dauiohl Ssvinos
A!3e
<C/5+2+A>
<C/5+2+B>
<C/5+2+C>
<C/5+2+D>
<Ci 5+1+9>
Transition Tvpe
lengihin0
TBC Transition
Begin Month 0
Begin Week 0
End Month 0
End Week 0
Daylight Savings Time
Time 84 Yellow 0.0
Phase Number 0
Time 84 Yellow
Phase Number 0
Long Failure 0-0
Short Failure 0.0
<C/5+1+A>
Coordinated Lag Hold Phases
<C/5+1+C>
7-Wire Master
Max lnilial
Allernate Walk
Alternate FDW
Alternate lnitial
Alternate Extension
[4ax Initia,
Allernate Walk
Alternate FDW
Altemate lnilial
Alternale Exlension
Alternate Timing
Advance Warninq Beacon - Siqn I
<F/1+C+E>
<F/1+C+F>
<F/1+D+E>
<F/'1+D+F>
<F/1+0+6>
<F/1+0+7>
Advance Warninq Beacon - Sign 2
Power Cycle Correction ro"raurr = o u r
<F/1+0+8>
Min Green Before PE Force Off
Max Preempt Time Before Failure
<F/1+0+9>
<F/'l+0+A>
Min Time Between Same Preempts
(Does Not Apply To Raikoad Preempl)
<E/125+C+8>
Disable Low Priority Channel
llrrrE Transilion T
Phase 1 0 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0 0.0
Phase 5 0 0 0 0 0.0
Phase 6 0 0 0 0
Phase 7
Phase 8
0 0 0 0.0
0 0 0 0 0.0
La Hold Phases
S c Output Time 0.0
0 I
E
F
A B c D
Phase 1 0 0 0 0.0
Phase 2 0 0 0 0.0
Phase 3 0 0 0 0 0.0
Phase 4 0 0 0 0
Phase 5 0 0 0 0.0
Phase 6 0 0 0.0
Phase 7
0 0
0 0 0 0.0
Phase I 0 0 0 0.0
Min Time 0
Min Time 0
Low Pri. Channel
Printed on 11/16/2011 8:52 AII Timing Sheet Version: 233 RV2 Revision: 10430 1 2 3 5 7
0 0
0 0
0 0

0.0 0 0 0 0
0 0
0 0.0 0.0 0.0

0.0 0.0

0.0 Low Pdorilv
2 = Chann.l B
Alternate Timing

0.3 R";l
-o
1 rl
L!,
Lz- l8l-il
le
5 0.0
0 0.0
0 0

0.0 0
0 1
4 5
6 f
A
B
c
D
1 2 3 4 6 7
0 0 0
0 0 0

0.0 0.0 0.0
0 0
0 0

0.0 0.0 0.0 0.0

0.0 0.0
INraxr-e (ri,r"ilf rss
_t
INTERSECTION: 020 Lonq B€ach &'tst
0 2
3 4
5 6
7 B
c
D
E
F

Page 6 ends

0 1 2
Cl Pin
Number Attributes Phase(s) Assiqn
39 457 2
40 6 123 8
41 4 123 8
42 457 123 8
43 123 I
44 6 '123 I
45 4 '123 I
46 8 '123 8
47 123 8
4B 67 123 8
49 123 8
50 67 123 8
5 '123 8
56 457 ,| 123 8
457 123 8
58 457 123 8
4 5 6
Cl Pin
Number Allributes Phase(s) Assiqn
59 457 5 123 I
60 457 1 8
61 123 8
62 3 123 8
63 123 I
64 457 123 I
65 123 I
66 8 123 I
67 123 8
68 5 123 I
69 4 123 8
2 123 8
457 123 I
79 457 8
457 8 123 8
DetectorAssignments <C+0+E=126>
Dela
3 Carryovet

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0
Del
4 Carry
over

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0
Enable Redirection
(Enable Redirection = 30) Output Port 1
Oulput Port 2
Output Port 3
Outpul Port 4
Outpul Porl 5
Output Port 6
Output Port 7
Dimming <C+0+E=125>
B
DELAY.A 4
DELAY.B 0
DELAY C 0
DELAY.D 2
DELAY.E 0
DELAY.F 0
Ped/Phase/Overlap
1 2 5
0 0
0 0 0 0 0 0 0
Don'l Walk 0 0 0 0 0 0 0
Phase Green 0 0 0 0 0 0 0
Phase Yellow 0 0 0 0 0 0 0
Phase Red 0 0 0 0 0 0 0 0
Overlap Green 0 0 0 0 0 0 0 0
Overlap Yellow 0 0 0 0 0 0 0 0
Overiap Red 0 0 0 0 0 0 0
Colunn Numbers
->
Redirect Phase Outputs .cio+=rzz,
<E/125+D+0>
Max OFF (minutes) 0
Max ON (minules) 0
<D/0+0+1>
<D/0+0+2>
7 - CdrnC
Deleclor Atlribules
Detector Failure Monitor
D
Number of Digits 0
1 st Digit 0
0 0
2 ed Digit
3 ed Digil
4 th Digit 0
5 th Oigit 0
6 th Digit 0
7 lh Diqit 0
8 lh Digil 0
9lh Oigit 0
10 th Drqit 0
0 0
l1 th Digit
12 th Digit
13 th Disit
14 th Digil
15 th Digit 0
Det. Assiqnments
= Det. Sel 1
= Del Sel 2
: Del Sei 3
1 2
3 5
6 7
E
Disable Alarm Reportinq
Delay Logic Times
<C+0+D=0> (seconds)
<C/5+F+0>
<C/5+C+0>
Redial Time (minutes)
(View RedialTimer al g2+D+6)
<C+0+C=5>
<C+0+D:0>
5 6
7 Cabinel Type 0
4 6
7 B
E
F
A
B
F
Omit Alarm
Time 0
Printed on 11/16/2011 Br52 AM Timing Sheet Version: 233 RV2 Dial-Back Telephone Number
Revision:10430
Column Numbe6
-> 3
157
45 I
8 457 2
457
457
457
67 2
6 67 4
I
457
57 7
3 I

0.0 0.0

0.0 0.0
4 I 7
0 0
0 Disable Alarms
7 = O6l€c1o. FalulB
7 123
457 7
457
157 2
6 457 I
457
2 2
2 2
70 8
2 457 6 123 8
1 123
2 _T3
I
I
D
I
2 5
6 R";l
0l n2l
ffi
lD

0.0 0
0 D
INTERSECTION: 020 L
Time
I
(l o Day of Week
05:30 E 23456
08:30 E 23456
'15 : 30 E 23456
18:30 E
22 iO0 E 1234s67

05.30 E 17
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time
s
(I o Day ofWeek
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00i00 0 0
00 :00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Time
E
LJ- Day of Week
00:00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
Time Hollday Type
00:00 0
0 00 :00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
00:00 0
00 :00 0
00 :00 0
00 :00 0
00:00 0
00:00 0
00:00 0
00:00 0
T.O.D Functions
0:
8 = Dosble Entry
C = Conditional Servte
E-Biil-LocalOvenide
Bil ,l ' Das8ble Det.ctd
OFF Monnor
Bil T, Detector Count
Blt 8 - Real Time Sptit
F = Outp( Als I rhru I
1st
1 I
0 5
6 7
B
c
TOD Coordination <c+o+g=o i>
(Bank 1)
TOD
Function
<C+0+7=0 1> <C+0+E=27> Holiday Dates <c+o+8=1.1>
(Bank 1)
Holiday Events <c+0+9=11>
(Bank l)
Column 4
Phases/Bils
Ofisel Selecl
B = Ons€t S
C = Oflsrl C
o Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
Time d 6 Holiday Type
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
Time
I
0_
6 o Holiday Type
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0
00:00 0 0
00:00 0 0
00:00 0 0
00:00 0 0
Holiday Dates <c+o+8=t 2>
(Bank 2)
Holiday Evonts <C+O+g=1 2>
Mdl0r Sehcl
TOD Coordination <c+o+g=o 2>
(Bank 2)
Holiday <C+o+7=0.2> <C+o+E=28>
TOD Function
Phases/8its
o Holiday Type
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
00 00 0
-
Printed on 1'l116/2011 8:51 AM Timing Sheet Version: 233 RV2 (Bank 2)
Revision: 10430
3 5
6 7
B
-cl
ol
EI
Fl
ill
o
I
Column 4
23456
0 Pl6n Select
thru9=Coordinauon
0 0
2 3
1 8
I
D
E
F
00:00
0 0
INTERSECTION: 020 Lonq Beach & lst I 8)
6 I F
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Outpul 0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Special Event Schedule - Table 'l <C+0+E=27>
7 U B D F
Clear Time Ped Call Hold Advance Force Off Vehicle Call Permit Phases Ped Omit Output 0 0
0 0
0 0
0 0
0 0
0 0
0 0
<C+0+E=28>
Noles
<EJ27+5+F>
Limited Service lnterval
Noles
<Ff28+5+F>
Limited Service lnterval
I
7 I

EI EEEE
t@r
IIzE!IE
rn
EE
0 EEtnEEIIITEEIIg
uEE
0 Special Event Schedule - iable 2
Timing Sheet Version: 233 RV2 Revision: 10430
A

I B D E
0 6 I c E
0 0
'l
Prinled on 'l'llr6/201'l 8:52 AM

File Name : 01_LBC_Pine_8th_AM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 8th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
8th Street
Westbound
Pine Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 7 2 10 0 3 0 3 2 3 1 6 1 4 1 6 25
07:15 AM 0 5 1 6 1 4 1 6 0 3 1 4 0 8 0 8 24
07:30 AM 0 8 3 11 0 12 0 12 0 5 3 8 1 8 0 9 40
07:45 AM 2 10 0 12 0 11 3 14 2 18 1 21 0 8 2 10 57
Total 3 30 6 39 1 30 4 35 4 29 6 39 2 28 3 33 146
08:00 AM 4 10 2 16 0 5 2 7 1 12 2 15 0 10 2 12 50
08:15 AM 2 11 4 17 0 5 3 8 1 15 0 16 0 7 3 10 51
08:30 AM 2 9 2 13 0 7 3 10 0 10 1 11 0 2 2 4 38
08:45 AM 4 10 4 18 0 8 6 14 3 14 0 17 0 7 2 9 58
Total 12 40 12 64 0 25 14 39 5 51 3 59 0 26 9 35 197
Grand Total 15 70 18 103 1 55 18 74 9 80 9 98 2 54 12 68 343 Apprch % 14.6 68 17.5 1.4 74.3 24.3 9.2 81.6 9.2 2.9 79.4 17.6 Total % 4.4 20.4 5.2 30 0.3 16 5.2 21.6 2.6 23.3 2.6 28.6 0.6 15.7 3.5 19.8 Pine Avenue
Southbound
8th Street
Westbound
Pine Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 8 3 11 0 12 0 12 0 5 3 8 1 8 0 9 40
07:45 AM 2 10 0 12 0 11 3 14 2 18 1 21 0 8 2 10 57
08:00 AM 4 10 2 16 0 5 2 7 1 12 2 15 0 10 2 12 50
08:15 AM 2 11 4 17 0 5 3 8 1 15 0 16 0 7 3 10 51
Total Volume 8 39 9 56 0 33 8 41 4 50 6 60 1 33 7 41 198 % App. Total 14.3 69.6 16.1 0 80.5 19.5 6.7 83.3 10 2.4 80.5 17.1 PHF .500 .886 .563 .824 .000 .688 .667 .732 .500 .694 .500 .714 .250 .825 .583 .854 .868 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 01_LBC_Pine_8th_AM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 8th Street
Weather: Clear
Pine Avenue
8th Street
8th Street
Pine Avenue
Right
9 Thru
39 Left
8 Out In Total
59 56 115
Right
8 Thru
33 Left
0 Out Total In
47 41 88
Left
4 Thru
50 Right
6 Out In Total
46 60 106
Left
1 Thru
33 Right
7 Total Out In
46 41 87
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:30 AM 07:45 AM 07:30 AM
+0 mins. 4 10 2 16 0 12 0 12 2 18 1 21 1 8 0 9
+15 mins. 2 11 4 17 0 11 3 14 1 12 2 15 0 8 2 10
+30 mins. 2 9 2 13 0 5 2 7 1 15 0 16 0 10 2 12
+45 mins. 4 10 4 18 0 5 3 8 0 10 1 11 0 7 3 10
Total Volume 12 40 12 64 0 33 8 41 4 55 4 63 1 33 7 41
% App. Total 18.8 62.5 18.8 0 80.5 19.5 6.3 87.3 6.3 2.4 80.5 17.1 PHF .750 .909 .750 .889 .000 .688 .667 .732 .500 .764 .500 .750 .250 .825 .583 .854 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 01_LBC_Pine_8th_PM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 8th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
8th Street
Westbound
Pine Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 4 19 4 27 0 7 5 12 3 27 4 34 0 10 0 10 83
04:15 PM 3 21 3 27 1 6 2 9 2 25 0 27 0 17 1 18 81
04:30 PM 8 24 3 35 0 11 2 13 1 27 2 30 0 11 2 13 91
04:45 PM 1 17 2 20 0 7 1 8 3 25 3 31 0 11 2 13 72
Total 16 81 12 109 1 31 10 42 9 104 9 122 0 49 5 54 327 05:00 PM 5 28 2 35 0 11 4 15 1 32 4 37 0 13 2 15 102
05:15 PM 6 23 0 29 1 4 1 6 0 29 5 34 1 12 1 14 83
05:30 PM 0 29 2 31 1 3 3 7 3 23 6 32 0 13 3 16 86
05:45 PM 7 30 2 39 0 5 2 7 2 25 4 31 0 10 3 13 90
Total 18 110 6 134 2 23 10 35 6 109 19 134 1 48 9 58 361 Grand Total 34 191 18 243 3 54 20 77 15 213 28 256 1 97 14 112 688 Apprch % 14 78.6 7.4 3.9 70.1 26 5.9 83.2 10.9 0.9 86.6 12.5 Total % 4.9 27.8 2.6 35.3 0.4 7.8 2.9 11.2 2.2 31 4.1 37.2 0.1 14.1 2 16.3 Pine Avenue
Southbound
8th Street
Westbound
Pine Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 5 28 2 35 0 11 4 15 1 32 4 37 0 13 2 15 102
05:15 PM 6 23 0 29 1 4 1 6 0 29 5 34 1 12 1 14 83
05:30 PM 0 29 2 31 1 3 3 7 3 23 6 32 0 13 3 16 86
05:45 PM 7 30 2 39 0 5 2 7 2 25 4 31 0 10 3 13 90
Total Volume 18 110 6 134 2 23 10 35 6 109 19 134 1 48 9 58 361 % App. Total 13.4 82.1 4.5 5.7 65.7 28.6 4.5 81.3 14.2 1.7 82.8 15.5 PHF .643 .917 .750 .859 .500 .523 .625 .583 .500 .852 .792 .905 .250 .923 .750 .906 .885 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 01_LBC_Pine_8th_PM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 8th Street
Weather: Clear
Pine Avenue
8th Street
8th Street
Pine Avenue
Right
6 Thru
110
Left
18 Out In Total
120 134 254
Right
10 Thru
23 Left
2 Out Total In
85 35 120
Left
6 Thru
109
Right
19 Out In Total
121 134 255
Left
1 Thru
48 Right
9 Total Out In
35 58 93
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:45 PM 04:15 PM
+0 mins. 5 28 2 35 1 6 2 9 3 25 3 31 0 17 1 18
+15 mins. 6 23 0 29 0 11 2 13 1 32 4 37 0 11 2 13
+30 mins. 0 29 2 31 0 7 1 8 0 29 5 34 0 11 2 13
+45 mins. 7 30 2 39 0 11 4 15 3 23 6 32 0 13 2 15
Total Volume 18 110 6 134 1 35 9 45 7 109 18 134 0 52 7 59 % App. Total 13.4 82.1 4.5 2.2 77.8 20 5.2 81.3 13.4 0 88.1 11.9 PHF .643 .917 .750 .859 .250 .795 .563 .750 .583 .852 .750 .905 .000 .765 .875 .819 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 01_LBC_Pine_7th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 7th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
7th Street
Westbound
Pine Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 2 3 5 5 162 4 171 11 5 0 16 0 0 0 0 192
07:15 AM 0 3 7 10 2 211 7 220 14 9 0 23 0 0 0 0 253
07:30 AM 0 10 4 14 8 253 14 275 8 11 0 19 0 0 0 0 308
07:45 AM 0 11 5 16 2 197 21 220 7 6 0 13 0 0 0 0 249
Total 0 26 19 45 17 823 46 886 40 31 0 71 0 0 0 0 1002
08:00 AM 0 14 4 18 7 195 21 223 5 8 0 13 0 0 0 0 254
08:15 AM 0 11 1 12 11 169 7 187 9 12 0 21 0 0 0 0 220
08:30 AM 0 16 6 22 5 138 7 150 5 5 0 10 0 0 0 0 182
08:45 AM 0 13 10 23 9 159 3 171 6 12 0 18 0 0 0 0 212
Total 0 54 21 75 32 661 38 731 25 37 0 62 0 0 0 0 868
Grand Total 0 80 40 120 49 1484 84 1617 65 68 0 133 0 0 0 0 1870 Apprch % 0 66.7 33.3 3 91.8 5.2 48.9 51.1 0 0 0 0
Total % 0 4.3 2.1 6.4 2.6 79.4 4.5 86.5 3.5 3.6 0 7.1 0 0 0 0 Pine Avenue
Southbound
7th Street
Westbound
Pine Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 3 7 10 2 211 7 220 14 9 0 23 0 0 0 0 253
07:30 AM 0 10 4 14 8 253 14 275 8 11 0 19 0 0 0 0 308
07:45 AM 0 11 5 16 2 197 21 220 7 6 0 13 0 0 0 0 249
08:00 AM 0 14 4 18 7 195 21 223 5 8 0 13 0 0 0 0 254
Total Volume 0 38 20 58 19 856 63 938 34 34 0 68 0 0 0 0 1064 % App. Total 0 65.5 34.5 2 91.3 6.7 50 50 0 0 0 0
PHF .000 .679 .714 .806 .594 .846 .750 .853 .607 .773 .000 .739 .000 .000 .000 .000 .864 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LBC_Pine_7th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 7th Street
Weather: Clear
Pine Avenue
7th Street
7th Street
Pine Avenue
Right
20 Thru
38 Left
0 Out In Total
97 58 155
Right
63 Thru
856
Left
19 Out Total In
0 938 938
Left
34 Thru
34 Right
0 Out In Total
57 68 125
Left
0 Thru
0 Right
0 Total Out In
910 0 910
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 07:00 AM 07:00 AM
+0 mins. 0 14 4 18 2 211 7 220 11 5 0 16 0 0 0 0
+15 mins. 0 11 1 12 8 253 14 275 14 9 0 23 0 0 0 0
+30 mins. 0 16 6 22 2 197 21 220 8 11 0 19 0 0 0 0
+45 mins. 0 13 10 23 7 195 21 223 7 6 0 13 0 0 0 0
Total Volume 0 54 21 75 19 856 63 938 40 31 0 71 0 0 0 0 % App. Total 0 72 28 2 91.3 6.7 56.3 43.7 0 0 0 0
PHF .000 .844 .525 .815 .594 .846 .750 .853 .714 .705 .000 .772 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LBC_Pine_7th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 7th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
7th Street
Westbound
Pine Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 14 5 19 7 121 6 134 7 33 0 40 0 0 0 0 193
04:15 PM 0 24 4 28 5 128 7 140 10 30 0 40 0 0 0 0 208
04:30 PM 0 19 3 22 5 102 3 110 10 14 0 24 0 0 0 0 156
04:45 PM 0 22 4 26 7 106 6 119 11 25 0 36 0 0 0 0 181
Total 0 79 16 95 24 457 22 503 38 102 0 140 0 0 0 0 738 05:00 PM 0 25 7 32 12 122 6 140 5 19 0 24 0 0 0 0 196
05:15 PM 0 19 2 21 7 123 5 135 12 20 0 32 0 0 0 0 188
05:30 PM 0 19 7 26 8 123 6 137 5 23 0 28 0 0 0 0 191
05:45 PM 0 18 3 21 10 133 9 152 10 16 0 26 0 0 0 0 199
Total 0 81 19 100 37 501 26 564 32 78 0 110 0 0 0 0 774 Grand Total 0 160 35 195 61 958 48 1067 70 180 0 250 0 0 0 0 1512 Apprch % 0 82.1 17.9 5.7 89.8 4.5 28 72 0 0 0 0
Total % 0 10.6 2.3 12.9 4 63.4 3.2 70.6 4.6 11.9 0 16.5 0 0 0 0 Pine Avenue
Southbound
7th Street
Westbound
Pine Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 25 7 32 12 122 6 140 5 19 0 24 0 0 0 0 196
05:15 PM 0 19 2 21 7 123 5 135 12 20 0 32 0 0 0 0 188
05:30 PM 0 19 7 26 8 123 6 137 5 23 0 28 0 0 0 0 191
05:45 PM 0 18 3 21 10 133 9 152 10 16 0 26 0 0 0 0 199
Total Volume 0 81 19 100 37 501 26 564 32 78 0 110 0 0 0 0 774 % App. Total 0 81 19 6.6 88.8 4.6 29.1 70.9 0 0 0 0
PHF .000 .810 .679 .781 .771 .942 .722 .928 .667 .848 .000 .859 .000 .000 .000 .000 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 01_LBC_Pine_7th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 7th Street
Weather: Clear
Pine Avenue
7th Street
7th Street
Pine Avenue
Right
19 Thru
81 Left
0 Out In Total
104 100 204
Right
26 Thru
501
Left
37 Out Total In
0 564 564
Left
32 Thru
78 Right
0 Out In Total
118 110 228
Left
0 Thru
0 Right
0 Total Out In
552 0 552
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 04:00 PM 04:00 PM
+0 mins. 0 24 4 28 12 122 6 140 7 33 0 40 0 0 0 0
+15 mins. 0 19 3 22 7 123 5 135 10 30 0 40 0 0 0 0
+30 mins. 0 22 4 26 8 123 6 137 10 14 0 24 0 0 0 0
+45 mins. 0 25 7 32 10 133 9 152 11 25 0 36 0 0 0 0
Total Volume 0 90 18 108 37 501 26 564 38 102 0 140 0 0 0 0 % App. Total 0 83.3 16.7 6.6 88.8 4.6 27.1 72.9 0 0 0 0 PHF .000 .900 .643 .844 .771 .942 .722 .928 .864 .773 .000 .875 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LBC_Pine_6th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 6th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
6th Street
Westbound
Pine Avenue
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 3 0 7 0 0 0 0 0 13 3 16 4 65 2 71 94
07:15 AM 2 2 0 4 0 0 0 0 0 13 2 15 6 100 8 114 133
07:30 AM 7 11 0 18 0 0 0 0 0 13 6 19 16 123 3 142 179
07:45 AM 8 8 0 16 0 0 0 0 0 11 7 18 3 143 8 154 188
Total 21 24 0 45 0 0 0 0 0 50 18 68 29 431 21 481 594
08:00 AM 6 15 0 21 0 0 0 0 0 8 4 12 5 106 9 120 153
08:15 AM 5 12 0 17 0 0 0 0 1 14 2 17 7 114 9 130 164
08:30 AM 7 17 0 24 0 0 0 0 0 7 3 10 3 114 12 129 163
08:45 AM 6 16 0 22 0 0 0 0 0 13 3 16 6 151 13 170 208
Total 24 60 0 84 0 0 0 0 1 42 12 55 21 485 43 549 688
Grand Total 45 84 0 129 0 0 0 0 1 92 30 123 50 916 64 1030 1282 Apprch % 34.9 65.1 0 0 0 0 0.8 74.8 24.4 4.9 88.9 6.2
Total % 3.5 6.6 0 10.1 0 0 0 0 0.1 7.2 2.3 9.6 3.9 71.5 5 80.3 Pine Avenue
Southbound
6th Street
Westbound
Pine Avenue
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 6 15 0 21 0 0 0 0 0 8 4 12 5 106 9 120 153
08:15 AM 5 12 0 17 0 0 0 0 1 14 2 17 7 114 9 130 164
08:30 AM 7 17 0 24 0 0 0 0 0 7 3 10 3 114 12 129 163
08:45 AM 6 16 0 22 0 0 0 0 0 13 3 16 6 151 13 170 208
Total Volume 24 60 0 84 0 0 0 0 1 42 12 55 21 485 43 549 688 % App. Total 28.6 71.4 0 0 0 0 1.8 76.4 21.8 3.8 88.3 7.8 PHF .857 .882 .000 .875 .000 .000 .000 .000 .250 .750 .750 .809 .750 .803 .827 .807 .827 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LBC_Pine_6th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 6th Street
Weather: Clear
Pine Avenue
6th Street
6th Street
Pine Avenue
Right
0 Thru
60 Left
24 Out In Total
63 84 147
Right
0 Thru
0 Left
0 Out Total In
521 0 521
Left
1 Thru
42 Right
12 Out In Total
103 55 158
Left
21 Thru
485
Right
43 Total Out In
1 549 550
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 07:00 AM 08:00 AM
+0 mins. 6 15 0 21 0 0 0 0 0 13 3 16 5 106 9 120
+15 mins. 5 12 0 17 0 0 0 0 0 13 2 15 7 114 9 130
+30 mins. 7 17 0 24 0 0 0 0 0 13 6 19 3 114 12 129
+45 mins. 6 16 0 22 0 0 0 0 0 11 7 18 6 151 13 170
Total Volume 24 60 0 84 0 0 0 0 0 50 18 68 21 485 43 549 % App. Total 28.6 71.4 0 0 0 0 0 73.5 26.5 3.8 88.3 7.8 PHF .857 .882 .000 .875 .000 .000 .000 .000 .000 .962 .643 .895 .750 .803 .827 .807 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LBC_Pine_6th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 6th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
6th Street
Westbound
Pine Avenue
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 4 16 0 20 0 0 0 0 0 31 11 42 8 200 16 224 286
04:15 PM 4 22 0 26 0 0 0 0 0 30 15 45 7 240 17 264 335
04:30 PM 3 23 0 26 0 0 0 0 0 19 13 32 6 250 8 264 322
04:45 PM 6 22 0 28 0 0 0 0 0 28 13 41 6 259 9 274 343
Total 17 83 0 100 0 0 0 0 0 108 52 160 27 949 50 1026 1286 05:00 PM 9 30 0 39 0 0 0 0 0 18 18 36 7 269 15 291 366
05:15 PM 4 21 0 25 0 0 0 0 0 23 16 39 7 261 11 279 343
05:30 PM 2 23 0 25 0 0 0 0 0 24 23 47 6 249 19 274 346
05:45 PM 4 24 0 28 0 0 0 0 0 17 14 31 6 217 15 238 297
Total 19 98 0 117 0 0 0 0 0 82 71 153 26 996 60 1082 1352 Grand Total 36 181 0 217 0 0 0 0 0 190 123 313 53 1945 110 2108 2638 Apprch % 16.6 83.4 0 0 0 0 0 60.7 39.3 2.5 92.3 5.2
Total % 1.4 6.9 0 8.2 0 0 0 0 0 7.2 4.7 11.9 2 73.7 4.2 79.9 Pine Avenue
Southbound
6th Street
Westbound
Pine Avenue
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 6 22 0 28 0 0 0 0 0 28 13 41 6 259 9 274 343
05:00 PM 9 30 0 39 0 0 0 0 0 18 18 36 7 269 15 291 366
05:15 PM 4 21 0 25 0 0 0 0 0 23 16 39 7 261 11 279 343
05:30 PM 2 23 0 25 0 0 0 0 0 24 23 47 6 249 19 274 346
Total Volume 21 96 0 117 0 0 0 0 0 93 70 163 26 1038 54 1118 1398 % App. Total 17.9 82.1 0 0 0 0 0 57.1 42.9 2.3 92.8 4.8 PHF .583 .800 .000 .750 .000 .000 .000 .000 .000 .830 .761 .867 .929 .965 .711 .960 .955 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LBC_Pine_6th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 6th Street
Weather: Clear
Pine Avenue
6th Street
6th Street
Pine Avenue
Right
0 Thru
96 Left
21 Out In Total
119 117 236
Right
0 Thru
0 Left
0 Out Total In
1129 0 1129
Left
0 Thru
93 Right
70 Out In Total
150 163 313
Left
26 1038
Thru Right
54 Total Out In
0 1118 1118
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:00 PM 04:45 PM 04:45 PM
+0 mins. 4 22 0 26 0 0 0 0 0 28 13 41 6 259 9 274
+15 mins. 3 23 0 26 0 0 0 0 0 18 18 36 7 269 15 291
+30 mins. 6 22 0 28 0 0 0 0 0 23 16 39 7 261 11 279
+45 mins. 9 30 0 39 0 0 0 0 0 24 23 47 6 249 19 274
Total Volume 22 97 0 119 0 0 0 0 0 93 70 163 26 1038 54 1118 % App. Total 18.5 81.5 0 0 0 0 0 57.1 42.9 2.3 92.8 4.8 PHF .611 .808 .000 .763 .000 .000 .000 .000 .000 .830 .761 .867 .929 .965 .711 .960 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LBC_Pine_5th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 5th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
5th Street
Westbound
Pine Avenue
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 3 1 5 0 5 8 13 0 5 0 5 0 3 2 5 28
07:15 AM 3 4 3 10 1 4 13 18 1 4 1 6 0 3 2 5 39
07:30 AM 1 9 4 14 0 4 7 11 0 9 1 10 1 1 2 4 39
07:45 AM 5 11 1 17 1 6 10 17 0 6 2 8 4 4 1 9 51
Total 10 27 9 46 2 19 38 59 1 24 4 29 5 11 7 23 157
08:00 AM 3 16 5 24 0 7 5 12 1 6 2 9 1 3 1 5 50
08:15 AM 6 10 6 22 1 3 8 12 0 8 0 8 1 6 3 10 52
08:30 AM 6 21 3 30 0 4 4 8 0 5 1 6 1 5 1 7 51
08:45 AM 9 16 6 31 0 3 4 7 0 9 0 9 0 8 3 11 58
Total 24 63 20 107 1 17 21 39 1 28 3 32 3 22 8 33 211
Grand Total 34 90 29 153 3 36 59 98 2 52 7 61 8 33 15 56 368 Apprch % 22.2 58.8 19 3.1 36.7 60.2 3.3 85.2 11.5 14.3 58.9 26.8 Total % 9.2 24.5 7.9 41.6 0.8 9.8 16 26.6 0.5 14.1 1.9 16.6 2.2 9 4.1 15.2 Pine Avenue
Southbound
5th Street
Westbound
Pine Avenue
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 3 16 5 24 0 7 5 12 1 6 2 9 1 3 1 5 50
08:15 AM 6 10 6 22 1 3 8 12 0 8 0 8 1 6 3 10 52
08:30 AM 6 21 3 30 0 4 4 8 0 5 1 6 1 5 1 7 51
08:45 AM 9 16 6 31 0 3 4 7 0 9 0 9 0 8 3 11 58
Total Volume 24 63 20 107 1 17 21 39 1 28 3 32 3 22 8 33 211 % App. Total 22.4 58.9 18.7 2.6 43.6 53.8 3.1 87.5 9.4 9.1 66.7 24.2 PHF .667 .750 .833 .863 .250 .607 .656 .813 .250 .778 .375 .889 .750 .688 .667 .750 .909 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LBC_Pine_5th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 5th Street
Weather: Clear
Pine Avenue
5th Street
5th Street
Pine Avenue
Right
20 Thru
63 Left
24 Out In Total
52 107 159
Right
21 Thru
17 Left
1 Out Total In
49 39 88
Left
1 Thru
28 Right
3 Out In Total
72 32 104
Left
3 Thru
22 Right
8 Total Out In
38 33 71
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 07:30 AM 08:00 AM
+0 mins. 3 16 5 24 0 5 8 13 0 9 1 10 1 3 1 5
+15 mins. 6 10 6 22 1 4 13 18 0 6 2 8 1 6 3 10
+30 mins. 6 21 3 30 0 4 7 11 1 6 2 9 1 5 1 7
+45 mins. 9 16 6 31 1 6 10 17 0 8 0 8 0 8 3 11
Total Volume 24 63 20 107 2 19 38 59 1 29 5 35 3 22 8 33 % App. Total 22.4 58.9 18.7 3.4 32.2 64.4 2.9 82.9 14.3 9.1 66.7 24.2 PHF .667 .750 .833 .863 .500 .792 .731 .819 .250 .806 .625 .875 .750 .688 .667 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LBC_Pine_5th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 5th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
5th Street
Westbound
Pine Avenue
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 7 22 4 33 1 9 13 23 5 25 3 33 2 2 2 6 95
04:15 PM 13 25 4 42 1 10 8 19 0 37 6 43 1 7 4 12 116
04:30 PM 3 26 4 33 3 11 13 27 3 17 6 26 5 3 4 12 98
04:45 PM 6 21 4 31 2 8 7 17 2 32 3 37 1 9 3 13 98
Total 29 94 16 139 7 38 41 86 10 111 18 139 9 21 13 43 407 05:00 PM 12 30 4 46 4 12 7 23 0 27 7 34 2 6 8 16 119
05:15 PM 5 23 3 31 1 13 12 26 3 20 7 30 6 6 2 14 101
05:30 PM 8 32 3 43 4 14 17 35 2 27 7 36 3 13 2 18 132
05:45 PM 9 28 2 39 1 12 9 22 3 20 5 28 1 7 14 22 111
Total 34 113 12 159 10 51 45 106 8 94 26 128 12 32 26 70 463 Grand Total 63 207 28 298 17 89 86 192 18 205 44 267 21 53 39 113 870 Apprch % 21.1 69.5 9.4 8.9 46.4 44.8 6.7 76.8 16.5 18.6 46.9 34.5 Total % 7.2 23.8 3.2 34.3 2 10.2 9.9 22.1 2.1 23.6 5.1 30.7 2.4 6.1 4.5 13 Pine Avenue
Southbound
5th Street
Westbound
Pine Avenue
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 12 30 4 46 4 12 7 23 0 27 7 34 2 6 8 16 119
05:15 PM 5 23 3 31 1 13 12 26 3 20 7 30 6 6 2 14 101
05:30 PM 8 32 3 43 4 14 17 35 2 27 7 36 3 13 2 18 132
05:45 PM 9 28 2 39 1 12 9 22 3 20 5 28 1 7 14 22 111
Total Volume 34 113 12 159 10 51 45 106 8 94 26 128 12 32 26 70 463 % App. Total 21.4 71.1 7.5 9.4 48.1 42.5 6.2 73.4 20.3 17.1 45.7 37.1 PHF .708 .883 .750 .864 .625 .911 .662 .757 .667 .870 .929 .889 .500 .615 .464 .795 .877 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LBC_Pine_5th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 5th Street
Weather: Clear
Pine Avenue
5th Street
5th Street
Pine Avenue
Right
12 Thru
113
Left
34 Out In Total
151 159 310
Right
45 Thru
51 Left
10 Out Total In
92 106 198
Left
8 Thru
94 Right
26 Out In Total
149 128 277
Left
12 Thru
32 Right
26 Total Out In
71 70 141
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:15 PM 05:00 PM
+0 mins. 12 30 4 46 4 12 7 23 0 37 6 43 2 6 8 16
+15 mins. 5 23 3 31 1 13 12 26 3 17 6 26 6 6 2 14
+30 mins. 8 32 3 43 4 14 17 35 2 32 3 37 3 13 2 18
+45 mins. 9 28 2 39 1 12 9 22 0 27 7 34 1 7 14 22
Total Volume 34 113 12 159 10 51 45 106 5 113 22 140 12 32 26 70 % App. Total 21.4 71.1 7.5 9.4 48.1 42.5 3.6 80.7 15.7 17.1 45.7 37.1 PHF .708 .883 .750 .864 .625 .911 .662 .757 .417 .764 .786 .814 .500 .615 .464 .795 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_LBC_Pine_4th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
4th Street
Westbound
Pine Avenue
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 2 0 4 5 10 2 17 1 3 10 14 0 9 1 10 45
07:15 AM 3 3 1 7 2 12 1 15 0 6 4 10 1 13 0 14 46
07:30 AM 1 5 5 11 3 20 0 23 1 7 6 14 2 20 4 26 74
07:45 AM 5 9 0 14 1 20 2 23 1 3 7 11 1 19 3 23 71
Total 11 19 6 36 11 62 5 78 3 19 27 49 4 61 8 73 236
08:00 AM 4 12 2 18 4 18 3 25 0 6 8 14 1 17 2 20 77
08:15 AM 3 9 3 15 2 25 8 35 3 6 5 14 1 22 2 25 89
08:30 AM 5 13 1 19 6 16 1 23 0 2 8 10 0 23 3 26 78
08:45 AM 6 11 2 19 2 20 2 24 1 10 16 27 0 24 6 30 100
Total 18 45 8 71 14 79 14 107 4 24 37 65 2 86 13 101 344 Grand Total 29 64 14 107 25 141 19 185 7 43 64 114 6 147 21 174 580 Apprch % 27.1 59.8 13.1 13.5 76.2 10.3 6.1 37.7 56.1 3.4 84.5 12.1 Total % 5 11 2.4 18.4 4.3 24.3 3.3 31.9 1.2 7.4 11 19.7 1 25.3 3.6 30 Pine Avenue
Southbound
4th Street
Westbound
Pine Avenue
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 4 12 2 18 4 18 3 25 0 6 8 14 1 17 2 20 77
08:15 AM 3 9 3 15 2 25 8 35 3 6 5 14 1 22 2 25 89
08:30 AM 5 13 1 19 6 16 1 23 0 2 8 10 0 23 3 26 78
08:45 AM 6 11 2 19 2 20 2 24 1 10 16 27 0 24 6 30 100
Total Volume 18 45 8 71 14 79 14 107 4 24 37 65 2 86 13 101 344 % App. Total 25.4 63.4 11.3 13.1 73.8 13.1 6.2 36.9 56.9 2 85.1 12.9 PHF .750 .865 .667 .934 .583 .790 .438 .764 .333 .600 .578 .602 .500 .896 .542 .842 .860 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_LBC_Pine_4th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 4th Street
Weather: Clear
Pine Avenue
4th Street
4th Street
Pine Avenue
Right
8 Thru
45 Left
18 Out In Total
40 71 111
Right
14 Thru
79 Left
14 Out Total In
141 107 248
Left
4 Thru
24 Right
37 Out In Total
72 65 137
Left
2 Thru
86 Right
13 Total Out In
91 101 192
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 08:00 AM
+0 mins. 4 12 2 18 4 18 3 25 0 6 8 14 1 17 2 20
+15 mins. 3 9 3 15 2 25 8 35 3 6 5 14 1 22 2 25
+30 mins. 5 13 1 19 6 16 1 23 0 2 8 10 0 23 3 26
+45 mins. 6 11 2 19 2 20 2 24 1 10 16 27 0 24 6 30
Total Volume 18 45 8 71 14 79 14 107 4 24 37 65 2 86 13 101 % App. Total 25.4 63.4 11.3 13.1 73.8 13.1 6.2 36.9 56.9 2 85.1 12.9 PHF .750 .865 .667 .934 .583 .790 .438 .764 .333 .600 .578 .602 .500 .896 .542 .842 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_LBC_Pine_4th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
4th Street
Westbound
Pine Avenue
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 11 14 4 29 3 27 6 36 2 24 13 39 5 23 2 30 134
04:15 PM 8 18 1 27 3 28 9 40 5 35 14 54 3 27 4 34 155
04:30 PM 7 22 1 30 4 25 2 31 4 20 14 38 1 35 6 42 141
04:45 PM 8 20 3 31 6 17 7 30 3 26 22 51 2 38 2 42 154
Total 34 74 9 117 16 97 24 137 14 105 63 182 11 123 14 148 584 05:00 PM 8 26 9 43 9 23 5 37 4 31 28 63 3 41 5 49 192
05:15 PM 5 18 2 25 5 31 3 39 1 23 21 45 3 41 1 45 154
05:30 PM 11 23 3 37 7 25 7 39 5 29 15 49 0 29 3 32 157
05:45 PM 9 25 4 38 7 20 7 34 0 19 27 46 1 30 4 35 153
Total 33 92 18 143 28 99 22 149 10 102 91 203 7 141 13 161 656 Grand Total 67 166 27 260 44 196 46 286 24 207 154 385 18 264 27 309 1240 Apprch % 25.8 63.8 10.4 15.4 68.5 16.1 6.2 53.8 40 5.8 85.4 8.7 Total % 5.4 13.4 2.2 21 3.5 15.8 3.7 23.1 1.9 16.7 12.4 31 1.5 21.3 2.2 24.9 Pine Avenue
Southbound
4th Street
Westbound
Pine Avenue
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 8 20 3 31 6 17 7 30 3 26 22 51 2 38 2 42 154
05:00 PM 8 26 9 43 9 23 5 37 4 31 28 63 3 41 5 49 192
05:15 PM 5 18 2 25 5 31 3 39 1 23 21 45 3 41 1 45 154
05:30 PM 11 23 3 37 7 25 7 39 5 29 15 49 0 29 3 32 157
Total Volume 32 87 17 136 27 96 22 145 13 109 86 208 8 149 11 168 657 % App. Total 23.5 64 12.5 18.6 66.2 15.2 6.2 52.4 41.3 4.8 88.7 6.5 PHF .727 .837 .472 .791 .750 .774 .786 .929 .650 .879 .768 .825 .667 .909 .550 .857 .855 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 04_LBC_Pine_4th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 4th Street
Weather: Clear
Pine Avenue
4th Street
4th Street
Pine Avenue
Right
17 Thru
87 Left
32 Out In Total
139 136 275
Right
22 Thru
96 Left
27 Out Total In
267 145 412
Left
13 Thru
109
Right
86 Out In Total
125 208 333
Left
8 Thru
149
Right
11 Total Out In
126 168 294
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:45 PM 04:30 PM
+0 mins. 8 26 9 43 9 23 5 37 3 26 22 51 1 35 6 42
+15 mins. 5 18 2 25 5 31 3 39 4 31 28 63 2 38 2 42
+30 mins. 11 23 3 37 7 25 7 39 1 23 21 45 3 41 5 49
+45 mins. 9 25 4 38 7 20 7 34 5 29 15 49 3 41 1 45
Total Volume 33 92 18 143 28 99 22 149 13 109 86 208 9 155 14 178 % App. Total 23.1 64.3 12.6 18.8 66.4 14.8 6.2 52.4 41.3 5.1 87.1 7.9 PHF .750 .885 .500 .831 .778 .798 .786 .955 .650 .879 .768 .825 .750 .945 .583 .908 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_LBC_Pine_3rd AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 3rd Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
3rd Street
Westbound
Pine Avenue
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 5 1 6 6 75 12 93 3 2 0 5 0 0 0 0 104
07:15 AM 0 3 2 5 7 93 6 106 1 6 0 7 0 0 0 0 118
07:30 AM 0 8 5 13 5 73 3 81 4 7 0 11 0 0 0 0 105
07:45 AM 0 9 4 13 6 79 5 90 3 5 0 8 0 0 0 0 111
Total 0 25 12 37 24 320 26 370 11 20 0 31 0 0 0 0 438
08:00 AM 0 13 6 19 7 89 7 103 8 6 0 14 0 0 0 0 136
08:15 AM 0 11 4 15 5 71 2 78 0 12 0 12 0 0 0 0 105
08:30 AM 0 12 8 20 16 90 6 112 4 3 0 7 0 0 0 0 139
08:45 AM 0 17 3 20 6 77 14 97 7 13 0 20 0 0 0 0 137
Total 0 53 21 74 34 327 29 390 19 34 0 53 0 0 0 0 517
Grand Total 0 78 33 111 58 647 55 760 30 54 0 84 0 0 0 0 955 Apprch % 0 70.3 29.7 7.6 85.1 7.2 35.7 64.3 0 0 0 0
Total % 0 8.2 3.5 11.6 6.1 67.7 5.8 79.6 3.1 5.7 0 8.8 0 0 0 0 Pine Avenue
Southbound
3rd Street
Westbound
Pine Avenue
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 13 6 19 7 89 7 103 8 6 0 14 0 0 0 0 136
08:15 AM 0 11 4 15 5 71 2 78 0 12 0 12 0 0 0 0 105
08:30 AM 0 12 8 20 16 90 6 112 4 3 0 7 0 0 0 0 139
08:45 AM 0 17 3 20 6 77 14 97 7 13 0 20 0 0 0 0 137
Total Volume 0 53 21 74 34 327 29 390 19 34 0 53 0 0 0 0 517 % App. Total 0 71.6 28.4 8.7 83.8 7.4 35.8 64.2 0 0 0 0 PHF .000 .779 .656 .925 .531 .908 .518 .871 .594 .654 .000 .663 .000 .000 .000 .000 .930 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_LBC_Pine_3rd AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 3rd Street
Weather: Clear
Pine Avenue
3rd Street
3rd Street
Pine Avenue
Right
21 Thru
53 Left
0 Out In Total
63 74 137
Right
29 Thru
327
Left
34 Out Total In
0 390 390
Left
19 Thru
34 Right
0 Out In Total
87 53 140
Left
0 Thru
0 Right
0 Total Out In
367 0 367
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 08:00 AM 07:00 AM
+0 mins. 0 13 6 19 7 89 7 103 8 6 0 14 0 0 0 0
+15 mins. 0 11 4 15 5 71 2 78 0 12 0 12 0 0 0 0
+30 mins. 0 12 8 20 16 90 6 112 4 3 0 7 0 0 0 0
+45 mins. 0 17 3 20 6 77 14 97 7 13 0 20 0 0 0 0
Total Volume 0 53 21 74 34 327 29 390 19 34 0 53 0 0 0 0 % App. Total 0 71.6 28.4 8.7 83.8 7.4 35.8 64.2 0 0 0 0 PHF .000 .779 .656 .925 .531 .908 .518 .871 .594 .654 .000 .663 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_LBC_Pine_3rd PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 3rd Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
3rd Street
Westbound
Pine Avenue
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 17 3 20 21 65 11 97 5 25 0 30 0 0 0 0 147
04:15 PM 0 15 7 22 15 60 27 102 6 24 0 30 0 0 0 0 154
04:30 PM 0 23 8 31 15 42 16 73 8 24 0 32 0 0 0 0 136
04:45 PM 0 21 6 27 21 63 19 103 8 27 0 35 0 0 0 0 165
Total 0 76 24 100 72 230 73 375 27 100 0 127 0 0 0 0 602 05:00 PM 0 31 6 37 15 74 28 117 15 30 0 45 0 0 0 0 199
05:15 PM 0 20 6 26 21 78 24 123 3 22 0 25 0 0 0 0 174
05:30 PM 0 23 7 30 21 65 17 103 15 28 0 43 0 0 0 0 176
05:45 PM 0 29 6 35 31 53 13 97 6 29 0 35 0 0 0 0 167
Total 0 103 25 128 88 270 82 440 39 109 0 148 0 0 0 0 716 Grand Total 0 179 49 228 160 500 155 815 66 209 0 275 0 0 0 0 1318 Apprch % 0 78.5 21.5 19.6 61.3 19 24 76 0 0 0 0
Total % 0 13.6 3.7 17.3 12.1 37.9 11.8 61.8 5 15.9 0 20.9 0 0 0 0 Pine Avenue
Southbound
3rd Street
Westbound
Pine Avenue
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 31 6 37 15 74 28 117 15 30 0 45 0 0 0 0 199
05:15 PM 0 20 6 26 21 78 24 123 3 22 0 25 0 0 0 0 174
05:30 PM 0 23 7 30 21 65 17 103 15 28 0 43 0 0 0 0 176
05:45 PM 0 29 6 35 31 53 13 97 6 29 0 35 0 0 0 0 167
Total Volume 0 103 25 128 88 270 82 440 39 109 0 148 0 0 0 0 716 % App. Total 0 80.5 19.5 20 61.4 18.6 26.4 73.6 0 0 0 0 PHF .000 .831 .893 .865 .710 .865 .732 .894 .650 .908 .000 .822 .000 .000 .000 .000 .899 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 05_LBC_Pine_3rd PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 3rd Street
Weather: Clear
Pine Avenue
3rd Street
3rd Street
Pine Avenue
Right
25 Thru
103
Left
0 Out In Total
191 128 319
Right
82 Thru
270
Left
88 Out Total In
0 440 440
Left
39 Thru
109
Right
0 Out In Total
191 148 339
Left
0 Thru
0 Right
0 Total Out In
334 0 334
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 04:45 PM 04:00 PM
+0 mins. 0 31 6 37 21 63 19 103 8 27 0 35 0 0 0 0
+15 mins. 0 20 6 26 15 74 28 117 15 30 0 45 0 0 0 0
+30 mins. 0 23 7 30 21 78 24 123 3 22 0 25 0 0 0 0
+45 mins. 0 29 6 35 21 65 17 103 15 28 0 43 0 0 0 0
Total Volume 0 103 25 128 78 280 88 446 41 107 0 148 0 0 0 0 % App. Total 0 80.5 19.5 17.5 62.8 19.7 27.7 72.3 0 0 0 0 PHF .000 .831 .893 .865 .929 .897 .786 .907 .683 .892 .000 .822 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_LBC_Pine_Broadway AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: Broadway
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
Broadway
Westbound
Pine Avenue
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 9 0 13 0 0 0 0 0 6 2 8 1 49 2 52 73
07:15 AM 1 9 0 10 0 0 0 0 0 7 3 10 1 53 0 54 74
07:30 AM 5 8 0 13 0 0 0 0 0 6 5 11 3 50 4 57 81
07:45 AM 7 7 0 14 0 0 0 0 0 4 10 14 3 56 4 63 91
Total 17 33 0 50 0 0 0 0 0 23 20 43 8 208 10 226 319
08:00 AM 7 13 0 20 0 0 0 0 0 12 3 15 3 57 5 65 100
08:15 AM 4 12 0 16 0 0 0 0 0 9 3 12 3 54 7 64 92
08:30 AM 18 13 0 31 0 0 0 0 0 6 3 9 6 59 4 69 109
08:45 AM 5 15 0 20 0 0 0 0 0 10 5 15 7 57 9 73 108
Total 34 53 0 87 0 0 0 0 0 37 14 51 19 227 25 271 409
Grand Total 51 86 0 137 0 0 0 0 0 60 34 94 27 435 35 497 728 Apprch % 37.2 62.8 0 0 0 0 0 63.8 36.2 5.4 87.5 7
Total % 7 11.8 0 18.8 0 0 0 0 0 8.2 4.7 12.9 3.7 59.8 4.8 68.3 Pine Avenue
Southbound
Broadway
Westbound
Pine Avenue
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 7 13 0 20 0 0 0 0 0 12 3 15 3 57 5 65 100
08:15 AM 4 12 0 16 0 0 0 0 0 9 3 12 3 54 7 64 92
08:30 AM 18 13 0 31 0 0 0 0 0 6 3 9 6 59 4 69 109
08:45 AM 5 15 0 20 0 0 0 0 0 10 5 15 7 57 9 73 108
Total Volume 34 53 0 87 0 0 0 0 0 37 14 51 19 227 25 271 409 % App. Total 39.1 60.9 0 0 0 0 0 72.5 27.5 7 83.8 9.2
PHF .472 .883 .000 .702 .000 .000 .000 .000 .000 .771 .700 .850 .679 .962 .694 .928 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_LBC_Pine_Broadway AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: Broadway
Weather: Clear
Pine Avenue
Broadway
Broadway
Pine Avenue
Right
0 Thru
53 Left
34 Out In Total
56 87 143
Right
0 Thru
0 Left
0 Out Total In
275 0 275
Left
0 Thru
37 Right
14 Out In Total
78 51 129
Left
19 Thru
227
Right
25 Total Out In
0 271 271
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 07:30 AM 08:00 AM
+0 mins. 7 13 0 20 0 0 0 0 0 6 5 11 3 57 5 65
+15 mins. 4 12 0 16 0 0 0 0 0 4 10 14 3 54 7 64
+30 mins. 18 13 0 31 0 0 0 0 0 12 3 15 6 59 4 69
+45 mins. 5 15 0 20 0 0 0 0 0 9 3 12 7 57 9 73
Total Volume 34 53 0 87 0 0 0 0 0 31 21 52 19 227 25 271 % App. Total 39.1 60.9 0 0 0 0 0 59.6 40.4 7 83.8 9.2
PHF .472 .883 .000 .702 .000 .000 .000 .000 .000 .646 .525 .867 .679 .962 .694 .928 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_LBC_Pine_Broadway PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: Broadway
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
Broadway
Westbound
Pine Avenue
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 15 28 0 43 0 0 0 0 0 29 15 44 5 110 5 120 207
04:15 PM 12 11 0 23 0 0 0 0 0 26 11 37 4 90 9 103 163
04:30 PM 20 21 0 41 0 0 0 0 0 18 16 34 10 108 6 124 199 04:45 PM 20 27 0 47 0 0 0 0 0 29 23 52 12 126 10 148 247 Total 67 87 0 154 0 0 0 0 0 102 65 167 31 434 30 495 816 05:00 PM 14 28 0 42 0 0 0 0 0 31 14 45 11 136 10 157 244 05:15 PM 17 21 0 38 0 0 0 0 0 16 9 25 6 121 7 134 197
05:30 PM 19 22 0 41 0 0 0 0 0 29 13 42 13 115 14 142 225 05:45 PM 28 35 0 63 0 0 0 0 0 33 15 48 13 86 12 111 222 Total 78 106 0 184 0 0 0 0 0 109 51 160 43 458 43 544 888 Grand Total 145 193 0 338 0 0 0 0 0 211 116 327 74 892 73 1039 1704 Apprch % 42.9 57.1 0 0 0 0 0 64.5 35.5 7.1 85.9 7
Total % 8.5 11.3 0 19.8 0 0 0 0 0 12.4 6.8 19.2 4.3 52.3 4.3 61 Pine Avenue
Southbound
Broadway
Westbound
Pine Avenue
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 20 27 0 47 0 0 0 0 0 29 23 52 12 126 10 148 247 05:00 PM 14 28 0 42 0 0 0 0 0 31 14 45 11 136 10 157 244 05:15 PM 17 21 0 38 0 0 0 0 0 16 9 25 6 121 7 134 197
05:30 PM 19 22 0 41 0 0 0 0 0 29 13 42 13 115 14 142 225 Total Volume 70 98 0 168 0 0 0 0 0 105 59 164 42 498 41 581 913 % App. Total 41.7 58.3 0 0 0 0 0 64 36 7.2 85.7 7.1
PHF .875 .875 .000 .894 .000 .000 .000 .000 .000 .847 .641 .788 .808 .915 .732 .925 .924 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 06_LBC_Pine_Broadway PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: Broadway
Weather: Clear
Pine Avenue
Broadway
Broadway
Pine Avenue
Right
0 Thru
98 Left
70 Out In Total
147 168 315
Right
0 Thru
0 Left
0 Out Total In
627 0 627
Left
0 Thru
105
Right
59 Out In Total
139 164 303
Left
42 Thru
498
Right
41 Total Out In
0 581 581
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 04:15 PM 04:45 PM
+0 mins. 14 28 0 42 0 0 0 0 0 26 11 37 12 126 10 148
+15 mins. 17 21 0 38 0 0 0 0 0 18 16 34 11 136 10 157
+30 mins. 19 22 0 41 0 0 0 0 0 29 23 52 6 121 7 134
+45 mins. 28 35 0 63 0 0 0 0 0 31 14 45 13 115 14 142
Total Volume 78 106 0 184 0 0 0 0 0 104 64 168 42 498 41 581 % App. Total 42.4 57.6 0 0 0 0 0 61.9 38.1 7.2 85.7 7.1 PHF .696 .757 .000 .730 .000 .000 .000 .000 .000 .839 .696 .808 .808 .915 .732 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_LBC_Pine_1st AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 1st Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
1st Street
Westbound
Pine Avenue
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 12 1 13 0 12 0 12 1 7 0 8 0 9 0 9 42
07:15 AM 1 9 0 10 0 9 0 9 1 10 0 11 0 5 0 5 35
07:30 AM 1 10 1 12 0 9 0 9 1 12 0 13 0 7 2 9 43
07:45 AM 1 10 0 11 0 5 2 7 0 12 1 13 0 8 1 9 40
Total 3 41 2 46 0 35 2 37 3 41 1 45 0 29 3 32 160
08:00 AM 0 16 2 18 0 8 1 9 0 14 0 14 0 7 1 8 49
08:15 AM 0 19 1 20 0 10 0 10 0 11 0 11 0 6 0 6 47
08:30 AM 0 16 2 18 1 15 0 16 1 10 0 11 0 6 1 7 52
08:45 AM 0 16 4 20 0 5 1 6 1 15 0 16 0 6 0 6 48
Total 0 67 9 76 1 38 2 41 2 50 0 52 0 25 2 27 196
Grand Total 3 108 11 122 1 73 4 78 5 91 1 97 0 54 5 59 356 Apprch % 2.5 88.5 9 1.3 93.6 5.1 5.2 93.8 1 0 91.5 8.5
Total % 0.8 30.3 3.1 34.3 0.3 20.5 1.1 21.9 1.4 25.6 0.3 27.2 0 15.2 1.4 16.6 Pine Avenue
Southbound
1st Street
Westbound
Pine Avenue
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 16 2 18 0 8 1 9 0 14 0 14 0 7 1 8 49
08:15 AM 0 19 1 20 0 10 0 10 0 11 0 11 0 6 0 6 47
08:30 AM 0 16 2 18 1 15 0 16 1 10 0 11 0 6 1 7 52
08:45 AM 0 16 4 20 0 5 1 6 1 15 0 16 0 6 0 6 48
Total Volume 0 67 9 76 1 38 2 41 2 50 0 52 0 25 2 27 196 % App. Total 0 88.2 11.8 2.4 92.7 4.9 3.8 96.2 0 0 92.6 7.4 PHF .000 .882 .563 .950 .250 .633 .500 .641 .500 .833 .000 .813 .000 .893 .500 .844 .942 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_LBC_Pine_1st AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 1st Street
Weather: Clear
Pine Avenue
1st Street
1st Street
Pine Avenue
Right
9 Thru
67 Left
0 Out In Total
52 76 128
Right
2 Thru
38 Left
1 Out Total In
25 41 66
Left
2 Thru
50 Right
0 Out In Total
70 52 122
Left
0 Thru
25 Right
2 Total Out In
49 27 76
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 08:00 AM 07:00 AM
+0 mins. 0 16 2 18 0 5 2 7 0 14 0 14 0 9 0 9
+15 mins. 0 19 1 20 0 8 1 9 0 11 0 11 0 5 0 5
+30 mins. 0 16 2 18 0 10 0 10 1 10 0 11 0 7 2 9
+45 mins. 0 16 4 20 1 15 0 16 1 15 0 16 0 8 1 9
Total Volume 0 67 9 76 1 38 3 42 2 50 0 52 0 29 3 32
% App. Total 0 88.2 11.8 2.4 90.5 7.1 3.8 96.2 0 0 90.6 9.4 PHF .000 .882 .563 .950 .250 .633 .375 .656 .500 .833 .000 .813 .000 .806 .375 .889 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_LBC_Pine_1st PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: 1st Street
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
1st Street
Westbound
Pine Avenue
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 25 3 28 0 10 1 11 0 39 0 39 0 7 0 7 85
04:15 PM 0 21 1 22 0 7 1 8 0 35 0 35 0 5 0 5 70
04:30 PM 1 25 0 26 0 11 0 11 0 33 0 33 0 6 1 7 77
04:45 PM 0 32 4 36 0 5 1 6 0 52 0 52 0 7 0 7 101
Total 1 103 8 112 0 33 3 36 0 159 0 159 0 25 1 26 333
05:00 PM 0 34 1 35 0 12 1 13 0 44 0 44 0 7 0 7 99
05:15 PM 1 24 1 26 0 7 0 7 1 26 0 27 0 6 2 8 68
05:30 PM 1 26 3 30 1 9 2 12 0 38 0 38 0 6 1 7 87
05:45 PM 0 37 0 37 0 5 1 6 1 40 0 41 0 8 0 8 92
Total 2 121 5 128 1 33 4 38 2 148 0 150 0 27 3 30 346
Grand Total 3 224 13 240 1 66 7 74 2 307 0 309 0 52 4 56 679 Apprch % 1.2 93.3 5.4 1.4 89.2 9.5 0.6 99.4 0 0 92.9 7.1 Total % 0.4 33 1.9 35.3 0.1 9.7 1 10.9 0.3 45.2 0 45.5 0 7.7 0.6 8.2 Pine Avenue
Southbound
1st Street
Westbound
Pine Avenue
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 32 4 36 0 5 1 6 0 52 0 52 0 7 0 7 101
05:00 PM 0 34 1 35 0 12 1 13 0 44 0 44 0 7 0 7 99
05:15 PM 1 24 1 26 0 7 0 7 1 26 0 27 0 6 2 8 68
05:30 PM 1 26 3 30 1 9 2 12 0 38 0 38 0 6 1 7 87
Total Volume 2 116 9 127 1 33 4 38 1 160 0 161 0 26 3 29 355 % App. Total 1.6 91.3 7.1 2.6 86.8 10.5 0.6 99.4 0 0 89.7 10.3 PHF .500 .853 .563 .882 .250 .688 .500 .731 .250 .769 .000 .774 .000 .929 .375 .906 .879 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 07_LBC_Pine_1st PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: 1st Street
Weather: Clear
Pine Avenue
1st Street
1st Street
Pine Avenue
Right
9 Thru
116
Left
2 Out In Total
164 127 291
Right
4 Thru
33 Left
1 Out Total In
28 38 66
Left
1 Thru
160
Right
0 Out In Total
120 161 281
Left
0 Thru
26 Right
3 Total Out In
43 29 72
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 04:15 PM 05:00 PM
+0 mins. 0 34 1 35 0 7 1 8 0 35 0 35 0 7 0 7
+15 mins. 1 24 1 26 0 11 0 11 0 33 0 33 0 6 2 8
+30 mins. 1 26 3 30 0 5 1 6 0 52 0 52 0 6 1 7
+45 mins. 0 37 0 37 0 12 1 13 0 44 0 44 0 8 0 8
Total Volume 2 121 5 128 0 35 3 38 0 164 0 164 0 27 3 30 % App. Total 1.6 94.5 3.9 0 92.1 7.9 0 100 0 0 90 10
PHF .500 .818 .417 .865 .000 .729 .750 .731 .000 .788 .000 .788 .000 .844 .375 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_LBC_Pine_Ocean AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: Ocean Boulevard
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
Ocean Boulevard
Westbound
Pine Avenue
Northbound
Ocean Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 3 6 19 10 333 3 346 13 2 7 22 5 90 8 103 490 07:15 AM 2 3 11 16 13 425 8 446 9 6 11 26 3 104 5 112 600 07:30 AM 10 4 12 26 8 379 9 396 7 5 8 20 4 105 14 123 565 07:45 AM 6 1 9 16 19 402 17 438 6 6 14 26 4 135 5 144 624 Total 28 11 38 77 50 1539 37 1626 35 19 40 94 16 434 32 482 2279 08:00 AM 10 4 5 19 17 298 16 331 11 2 17 30 2 118 7 127 507 08:15 AM 8 5 12 25 16 328 12 356 4 7 17 28 10 127 10 147 556 08:30 AM 6 6 11 23 16 295 11 322 7 2 16 25 7 123 10 140 510 08:45 AM 9 5 7 21 10 250 15 275 9 2 10 21 8 130 7 145 462 Total 33 20 35 88 59 1171 54 1284 31 13 60 104 27 498 34 559 2035 Grand Total 61 31 73 165 109 2710 91 2910 66 32 100 198 43 932 66 1041 4314 Apprch % 37 18.8 44.2 3.7 93.1 3.1 33.3 16.2 50.5 4.1 89.5 6.3 Total % 1.4 0.7 1.7 3.8 2.5 62.8 2.1 67.5 1.5 0.7 2.3 4.6 1 21.6 1.5 24.1 Pine Avenue
Southbound
Ocean Boulevard
Westbound
Pine Avenue
Northbound
Ocean Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 2 3 11 16 13 425 8 446 9 6 11 26 3 104 5 112 600 07:30 AM 10 4 12 26 8 379 9 396 7 5 8 20 4 105 14 123 565 07:45 AM 6 1 9 16 19 402 17 438 6 6 14 26 4 135 5 144 624 08:00 AM 10 4 5 19 17 298 16 331 11 2 17 30 2 118 7 127 507 Total Volume 28 12 37 77 57 1504 50 1611 33 19 50 102 13 462 31 506 2296 % App. Total 36.4 15.6 48.1 3.5 93.4 3.1 32.4 18.6 49 2.6 91.3 6.1 PHF .700 .750 .771 .740 .750 .885 .735 .903 .750 .792 .735 .850 .813 .856 .554 .878 .920 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_LBC_Pine_Ocean AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: Ocean Boulevard
Weather: Clear
Pine Avenue
Ocean Boulevard
Ocean Boulevard
Pine Avenue
Right
37 Thru
12 Left
28 Out In Total
82 77 159
Right
50 Thru
1504
Left
57 Out Total In
540 1611 2151
Left
33 Thru
19 Right
50 Out In Total
100 102 202
Left
13 Thru
462
Right
31 Total Out In
1574 506 2080
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:00 AM 07:45 AM 08:00 AM
+0 mins. 10 4 5 19 10 333 3 346 6 6 14 26 2 118 7 127
+15 mins. 8 5 12 25 13 425 8 446 11 2 17 30 10 127 10 147 +30 mins. 6 6 11 23 8 379 9 396 4 7 17 28 7 123 10 140
+45 mins. 9 5 7 21 19 402 17 438 7 2 16 25 8 130 7 145
Total Volume 33 20 35 88 50 1539 37 1626 28 17 64 109 27 498 34 559 % App. Total 37.5 22.7 39.8 3.1 94.6 2.3 25.7 15.6 58.7 4.8 89.1 6.1 PHF .825 .833 .729 .880 .658 .905 .544 .911 .636 .607 .941 .908 .675 .958 .850 .951 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_LBC_Pine_Ocean PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Pine Avenue
E/W: Ocean Boulevard
Weather: Clear
Groups Printed- Total Volume
Pine Avenue
Southbound
Ocean Boulevard
Westbound
Pine Avenue
Northbound
Ocean Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 11 10 33 32 232 13 277 39 18 32 89 9 324 21 354 753 04:15 PM 14 8 12 34 39 236 13 288 25 11 33 69 16 351 28 395 786 04:30 PM 10 15 14 39 41 196 16 253 10 13 32 55 8 340 24 372 719 04:45 PM 12 11 20 43 37 208 21 266 18 19 28 65 12 337 26 375 749 Total 48 45 56 149 149 872 63 1084 92 61 125 278 45 1352 99 1496 3007 05:00 PM 27 12 19 58 38 232 11 281 13 24 31 68 11 375 18 404 811 05:15 PM 12 7 18 37 30 191 5 226 14 7 30 51 9 322 21 352 666 05:30 PM 9 15 11 35 31 227 21 279 10 23 25 58 3 299 39 341 713 05:45 PM 17 12 17 46 23 196 15 234 7 12 21 40 8 331 25 364 684 Total 65 46 65 176 122 846 52 1020 44 66 107 217 31 1327 103 1461 2874 Grand Total 113 91 121 325 271 1718 115 2104 136 127 232 495 76 2679 202 2957 5881 Apprch % 34.8 28 37.2 12.9 81.7 5.5 27.5 25.7 46.9 2.6 90.6 6.8 Total % 1.9 1.5 2.1 5.5 4.6 29.2 2 35.8 2.3 2.2 3.9 8.4 1.3 45.6 3.4 50.3 Pine Avenue
Southbound
Ocean Boulevard
Westbound
Pine Avenue
Northbound
Ocean Boulevard
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 14 8 12 34 39 236 13 288 25 11 33 69 16 351 28 395 786 04:30 PM 10 15 14 39 41 196 16 253 10 13 32 55 8 340 24 372 719 04:45 PM 12 11 20 43 37 208 21 266 18 19 28 65 12 337 26 375 749 05:00 PM 27 12 19 58 38 232 11 281 13 24 31 68 11 375 18 404 811 Total Volume 63 46 65 174 155 872 61 1088 66 67 124 257 47 1403 96 1546 3065 % App. Total 36.2 26.4 37.4 14.2 80.1 5.6 25.7 26.1 48.2 3 90.8 6.2 PHF .583 .767 .813 .750 .945 .924 .726 .944 .660 .698 .939 .931 .734 .935 .857 .957 .945 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 08_LBC_Pine_Ocean PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Pine Avenue
E/W: Ocean Boulevard
Weather: Clear
Pine Avenue
Ocean Boulevard
Ocean Boulevard
Pine Avenue
Right
65 Thru
46 Left
63 Out In Total
175 174 349
Right
61 Thru
872
Left
155
Out Total In
1590 1088 2678
Left
66 Thru
67 Right
124
Out In Total
297 257 554
Left
47 1403
Thru Right
96 Total Out In
1003 1546 2549
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 04:00 PM 04:15 PM
+0 mins. 10 15 14 39 39 236 13 288 39 18 32 89 16 351 28 395 +15 mins. 12 11 20 43 41 196 16 253 25 11 33 69 8 340 24 372 +30 mins. 27 12 19 58 37 208 21 266 10 13 32 55 12 337 26 375 +45 mins. 12 7 18 37 38 232 11 281 18 19 28 65 11 375 18 404 Total Volume 61 45 71 177 155 872 61 1088 92 61 125 278 47 1403 96 1546 % App. Total 34.5 25.4 40.1 14.2 80.1 5.6 33.1 21.9 45 3 90.8 6.2 PHF .565 .750 .888 .763 .945 .924 .726 .944 .590 .803 .947 .781 .734 .935 .857 .957 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 02_LBC_Locust_8th_AM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 1
City of Long Beach
N/S: Locust Avenue
E/W: 8th Street
Weather: Clear
Groups Printed- Total Volume
Locust Avenue
Southbound
8th Street
Westbound
Locust Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 0 1 0 1 1 2 0 4 1 5 0 7 0 7 15
07:15 AM 0 2 2 4 0 2 3 5 0 2 0 2 0 10 0 10 21
07:30 AM 0 1 0 1 0 12 11 23 0 1 3 4 0 10 1 11 39
07:45 AM 0 6 4 10 0 12 4 16 0 4 4 8 0 11 1 12 46
Total 1 9 6 16 0 27 19 46 0 11 8 19 0 38 2 40 121
08:00 AM 2 5 2 9 0 1 3 4 2 10 3 15 0 9 5 14 42
08:15 AM 2 1 0 3 0 5 2 7 1 3 2 6 0 6 1 7 23
08:30 AM 4 4 4 12 0 8 4 12 1 1 0 2 0 3 0 3 29
08:45 AM 0 2 4 6 0 9 5 14 1 3 0 4 1 6 0 7 31
Total 8 12 10 30 0 23 14 37 5 17 5 27 1 24 6 31 125
Grand Total 9 21 16 46 0 50 33 83 5 28 13 46 1 62 8 71 246 Apprch % 19.6 45.7 34.8 0 60.2 39.8 10.9 60.9 28.3 1.4 87.3 11.3 Total % 3.7 8.5 6.5 18.7 0 20.3 13.4 33.7 2 11.4 5.3 18.7 0.4 25.2 3.3 28.9 Locust Avenue
Southbound
8th Street
Westbound
Locust Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 0 1 0 12 11 23 0 1 3 4 0 10 1 11 39
07:45 AM 0 6 4 10 0 12 4 16 0 4 4 8 0 11 1 12 46
08:00 AM 2 5 2 9 0 1 3 4 2 10 3 15 0 9 5 14 42
08:15 AM 2 1 0 3 0 5 2 7 1 3 2 6 0 6 1 7 23
Total Volume 4 13 6 23 0 30 20 50 3 18 12 33 0 36 8 44 150 % App. Total 17.4 56.5 26.1 0 60 40 9.1 54.5 36.4 0 81.8 18.2 PHF .500 .542 .375 .575 .000 .625 .455 .543 .375 .450 .750 .550 .000 .818 .400 .786 .815 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 02_LBC_Locust_8th_AM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 2
City of Long Beach
N/S: Locust Avenue
E/W: 8th Street
Weather: Clear
Locust Avenue
8th Street
8th Street
Locust Avenue
Right
6 Thru
13 Left
4 Out In Total
38 23 61
Right
20 Thru
30 Left
0 Out Total In
52 50 102
Left
3 Thru
18 Right
12 Out In Total
21 33 54
Left
0 Thru
36 Right
8 Total Out In
39 44 83
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 07:30 AM 07:15 AM
+0 mins. 0 6 4 10 0 12 11 23 0 1 3 4 0 10 0 10
+15 mins. 2 5 2 9 0 12 4 16 0 4 4 8 0 10 1 11
+30 mins. 2 1 0 3 0 1 3 4 2 10 3 15 0 11 1 12
+45 mins. 4 4 4 12 0 5 2 7 1 3 2 6 0 9 5 14
Total Volume 8 16 10 34 0 30 20 50 3 18 12 33 0 40 7 47 % App. Total 23.5 47.1 29.4 0 60 40 9.1 54.5 36.4 0 85.1 14.9 PHF .500 .667 .625 .708 .000 .625 .455 .543 .375 .450 .750 .550 .000 .909 .350 .839 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 02_LBC_Locust_8th_PM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 1
City of Long Beach
N/S: Locust Avenue
E/W: 8th Street
Weather: Clear
Groups Printed- Total Volume
Locust Avenue
Southbound
8th Street
Westbound
Locust Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 3 4 1 8 0 5 2 7 0 5 1 6 0 16 1 17 38
04:15 PM 2 0 2 4 0 6 1 7 1 6 1 8 0 14 0 14 33
04:30 PM 0 3 2 5 0 9 1 10 1 5 0 6 1 15 2 18 39
04:45 PM 2 5 3 10 0 10 3 13 1 4 1 6 1 17 2 20 49
Total 7 12 8 27 0 30 7 37 3 20 3 26 2 62 5 69 159
05:00 PM 0 4 1 5 0 8 3 11 2 4 1 7 0 15 1 16 39
05:15 PM 0 3 2 5 0 5 3 8 1 4 0 5 0 22 5 27 45
05:30 PM 0 3 3 6 0 6 2 8 0 5 1 6 0 16 2 18 38
05:45 PM 0 8 1 9 0 6 3 9 0 1 3 4 0 20 0 20 42
Total 0 18 7 25 0 25 11 36 3 14 5 22 0 73 8 81 164
Grand Total 7 30 15 52 0 55 18 73 6 34 8 48 2 135 13 150 323 Apprch % 13.5 57.7 28.8 0 75.3 24.7 12.5 70.8 16.7 1.3 90 8.7 Total % 2.2 9.3 4.6 16.1 0 17 5.6 22.6 1.9 10.5 2.5 14.9 0.6 41.8 4 46.4 Locust Avenue
Southbound
8th Street
Westbound
Locust Avenue
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 3 2 5 0 9 1 10 1 5 0 6 1 15 2 18 39
04:45 PM 2 5 3 10 0 10 3 13 1 4 1 6 1 17 2 20 49
05:00 PM 0 4 1 5 0 8 3 11 2 4 1 7 0 15 1 16 39
05:15 PM 0 3 2 5 0 5 3 8 1 4 0 5 0 22 5 27 45
Total Volume 2 15 8 25 0 32 10 42 5 17 2 24 2 69 10 81 172 % App. Total 8 60 32 0 76.2 23.8 20.8 70.8 8.3 2.5 85.2 12.3 PHF .250 .750 .667 .625 .000 .800 .833 .808 .625 .850 .500 .857 .500 .784 .500 .750 .878 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 02_LBC_Locust_8th_PM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 2
City of Long Beach
N/S: Locust Avenue
E/W: 8th Street
Weather: Clear
Locust Avenue
8th Street
8th Street
Locust Avenue
Right
8 Thru
15 Left
2 Out In Total
29 25 54
Right
10 Thru
32 Left
0 Out Total In
73 42 115
Left
5 Thru
17 Right
2 Out In Total
25 24 49
Left
2 Thru
69 Right
10 Total Out In
45 81 126
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 04:15 PM 04:30 PM
+0 mins. 3 4 1 8 0 9 1 10 1 6 1 8 1 15 2 18
+15 mins. 2 0 2 4 0 10 3 13 1 5 0 6 1 17 2 20
+30 mins. 0 3 2 5 0 8 3 11 1 4 1 6 0 15 1 16
+45 mins. 2 5 3 10 0 5 3 8 2 4 1 7 0 22 5 27
Total Volume 7 12 8 27 0 32 10 42 5 19 3 27 2 69 10 81
% App. Total 25.9 44.4 29.6 0 76.2 23.8 18.5 70.4 11.1 2.5 85.2 12.3 PHF .583 .600 .667 .675 .000 .800 .833 .808 .625 .792 .750 .844 .500 .784 .500 .750 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 09_LBC_Locust_7th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Locust Avenue
E/W: 7th Street
Weather: Clear
Groups Printed- Total Volume
Locust Avenue
Southbound
7th Street
Westbound
Locust Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 2 183 0 185 3 0 0 3 0 0 0 0 188
07:15 AM 0 0 1 1 1 237 1 239 5 1 0 6 0 0 0 0 246
07:30 AM 0 0 0 0 6 287 4 297 7 0 0 7 0 0 0 0 304
07:45 AM 0 3 2 5 9 242 1 252 9 0 0 9 0 0 0 0 266
Total 0 3 3 6 18 949 6 973 24 1 0 25 0 0 0 0 1004
08:00 AM 0 0 1 1 1 237 1 239 7 0 0 7 0 0 0 0 247
08:15 AM 0 0 1 1 2 197 0 199 1 0 0 1 0 0 0 0 201
08:30 AM 0 0 0 0 0 147 0 147 4 0 0 4 0 0 0 0 151
08:45 AM 0 0 0 0 3 194 0 197 1 0 0 1 0 0 0 0 198
Total 0 0 2 2 6 775 1 782 13 0 0 13 0 0 0 0 797
Grand Total 0 3 5 8 24 1724 7 1755 37 1 0 38 0 0 0 0 1801 Apprch % 0 37.5 62.5 1.4 98.2 0.4 97.4 2.6 0 0 0 0
Total % 0 0.2 0.3 0.4 1.3 95.7 0.4 97.4 2.1 0.1 0 2.1 0 0 0 0 Locust Avenue
Southbound
7th Street
Westbound
Locust Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 1 1 1 237 1 239 5 1 0 6 0 0 0 0 246
07:30 AM 0 0 0 0 6 287 4 297 7 0 0 7 0 0 0 0 304
07:45 AM 0 3 2 5 9 242 1 252 9 0 0 9 0 0 0 0 266
08:00 AM 0 0 1 1 1 237 1 239 7 0 0 7 0 0 0 0 247
Total Volume 0 3 4 7 17 1003 7 1027 28 1 0 29 0 0 0 0 1063 % App. Total 0 42.9 57.1 1.7 97.7 0.7 96.6 3.4 0 0 0 0
PHF .000 .250 .500 .350 .472 .874 .438 .864 .778 .250 .000 .806 .000 .000 .000 .000 .874 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_LBC_Locust_7th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Locust Avenue
E/W: 7th Street
Weather: Clear
Locust Avenue
7th Street
7th Street
Locust Avenue
Right
4 Thru
3 Left
0 Out In Total
8 7 15
Right
7 Thru
1003
Left
17 Out Total In
0 1027 1027
Left
28 Thru
1 Right
0 Out In Total
20 29 49
Left
0 Thru
0 Right
0 Total Out In
1035 0 1035
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:15 AM 07:00 AM
+0 mins. 0 0 1 1 1 237 1 239 5 1 0 6 0 0 0 0
+15 mins. 0 0 0 0 6 287 4 297 7 0 0 7 0 0 0 0
+30 mins. 0 3 2 5 9 242 1 252 9 0 0 9 0 0 0 0
+45 mins. 0 0 1 1 1 237 1 239 7 0 0 7 0 0 0 0
Total Volume 0 3 4 7 17 1003 7 1027 28 1 0 29 0 0 0 0
% App. Total 0 42.9 57.1 1.7 97.7 0.7 96.6 3.4 0 0 0 0
PHF .000 .250 .500 .350 .472 .874 .438 .864 .778 .250 .000 .806 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_LBC_Locust_7th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Locust Avenue
E/W: 7th Street
Weather: Clear
Groups Printed- Total Volume
Locust Avenue
Southbound
7th Street
Westbound
Locust Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 5 0 5 3 141 7 151 6 1 0 7 0 0 0 0 163
04:15 PM 0 3 1 4 3 134 4 141 3 4 0 7 0 0 0 0 152
04:30 PM 0 2 0 2 3 101 8 112 2 3 0 5 0 0 0 0 119
04:45 PM 0 3 0 3 1 126 4 131 7 3 0 10 0 0 0 0 144
Total 0 13 1 14 10 502 23 535 18 11 0 29 0 0 0 0 578
05:00 PM 0 6 1 7 1 145 6 152 4 3 0 7 0 0 0 0 166
05:15 PM 0 1 4 5 3 137 6 146 1 4 0 5 0 0 0 0 156
05:30 PM 0 2 6 8 3 123 7 133 2 1 0 3 0 0 0 0 144
05:45 PM 0 1 3 4 0 160 12 172 3 1 0 4 0 0 0 0 180
Total 0 10 14 24 7 565 31 603 10 9 0 19 0 0 0 0 646
Grand Total 0 23 15 38 17 1067 54 1138 28 20 0 48 0 0 0 0 1224 Apprch % 0 60.5 39.5 1.5 93.8 4.7 58.3 41.7 0 0 0 0
Total % 0 1.9 1.2 3.1 1.4 87.2 4.4 93 2.3 1.6 0 3.9 0 0 0 0 Locust Avenue
Southbound
7th Street
Westbound
Locust Avenue
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 6 1 7 1 145 6 152 4 3 0 7 0 0 0 0 166
05:15 PM 0 1 4 5 3 137 6 146 1 4 0 5 0 0 0 0 156
05:30 PM 0 2 6 8 3 123 7 133 2 1 0 3 0 0 0 0 144
05:45 PM 0 1 3 4 0 160 12 172 3 1 0 4 0 0 0 0 180
Total Volume 0 10 14 24 7 565 31 603 10 9 0 19 0 0 0 0 646 % App. Total 0 41.7 58.3 1.2 93.7 5.1 52.6 47.4 0 0 0 0 PHF .000 .417 .583 .750 .583 .883 .646 .876 .625 .563 .000 .679 .000 .000 .000 .000 .897 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 09_LBC_Locust_7th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Locust Avenue
E/W: 7th Street
Weather: Clear
Locust Avenue
7th Street
7th Street
Locust Avenue
Right
14 Thru
10 Left
0 Out In Total
40 24 64
Right
31 Thru
565
Left
7 Out Total In
0 603 603
Left
10 Thru
9 Right
0 Out In Total
17 19 36
Left
0 Thru
0 Right
0 Total Out In
589 0 589
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:00 PM 04:00 PM
+0 mins. 0 6 1 7 1 145 6 152 6 1 0 7 0 0 0 0
+15 mins. 0 1 4 5 3 137 6 146 3 4 0 7 0 0 0 0
+30 mins. 0 2 6 8 3 123 7 133 2 3 0 5 0 0 0 0
+45 mins. 0 1 3 4 0 160 12 172 7 3 0 10 0 0 0 0
Total Volume 0 10 14 24 7 565 31 603 18 11 0 29 0 0 0 0 % App. Total 0 41.7 58.3 1.2 93.7 5.1 62.1 37.9 0 0 0 0 PHF .000 .417 .583 .750 .583 .883 .646 .876 .643 .688 .000 .725 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_LBC_Locust_6th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Locust Avenue
E/W: 6th Street
Weather: Clear
Groups Printed- Total Volume
Locust Avenue
Southbound
6th Street
Westbound
6th Street
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 0 0 0 0 0 0 4 76 80 80
07:15 AM 0 0 0 0 0 0 8 106 114 114
07:30 AM 4 0 4 0 0 0 8 136 144 148
07:45 AM 12 0 12 0 0 0 14 151 165 177
Total 16 0 16 0 0 0 34 469 503 519
08:00 AM 6 0 6 0 0 0 9 115 124 130
08:15 AM 2 0 2 0 0 0 3 119 122 124
08:30 AM 0 0 0 0 0 0 2 126 128 128
08:45 AM 4 0 4 0 0 0 0 156 156 160
Total 12 0 12 0 0 0 14 516 530 542
Grand Total 28 0 28 0 0 0 48 985 1033 1061
Apprch % 100 0 0 0 4.6 95.4
Total % 2.6 0 2.6 0 0 0 4.5 92.8 97.4
Locust Avenue
Southbound
6th Street
Westbound
6th Street
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 4 0 4 0 0 0 8 136 144 148
07:45 AM 12 0 12 0 0 0 14 151 165 177
08:00 AM 6 0 6 0 0 0 9 115 124 130
08:15 AM 2 0 2 0 0 0 3 119 122 124
Total Volume 24 0 24 0 0 0 34 521 555 579
% App. Total 100 0 0 0 6.1 93.9
PHF .500 .000 .500 .000 .000 .000 .607 .863 .841 .818
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_LBC_Locust_6th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Locust Avenue
E/W: 6th Street
Weather: Clear
Locust Avenue
6th Street
6th Street
Right
0 Left
24 Out In Total
34 24 58
Right
0 Thru
0 Out Total In
545 0 545
Left
34 Thru
521
Total Out In
0 555 555
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 07:30 AM
+0 mins. 4 0 4 0 0 0 8 136 144
+15 mins. 12 0 12 0 0 0 14 151 165
+30 mins. 6 0 6 0 0 0 9 115 124
+45 mins. 2 0 2 0 0 0 3 119 122
Total Volume 24 0 24 0 0 0 34 521 555
% App. Total 100 0 0 0 6.1 93.9
PHF .500 .000 .500 .000 .000 .000 .607 .863 .841
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_LBC_Locust_6th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Locust Avenue
E/W: 6th Street
Weather: Clear
Groups Printed- Total Volume
Locust Avenue
Southbound
6th Street
Westbound
6th Street
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 13 0 13 0 0 0 6 222 228 241
04:15 PM 4 0 4 0 0 0 5 255 260 264
04:30 PM 4 0 4 0 0 0 1 259 260 264
04:45 PM 4 0 4 0 0 0 6 271 277 281
Total 25 0 25 0 0 0 18 1007 1025 1050
05:00 PM 6 0 6 0 0 0 3 276 279 285
05:15 PM 4 0 4 0 0 0 4 274 278 282
05:30 PM 2 0 2 0 0 0 2 266 268 270
05:45 PM 3 0 3 0 0 0 4 218 222 225
Total 15 0 15 0 0 0 13 1034 1047 1062
Grand Total 40 0 40 0 0 0 31 2041 2072 2112
Apprch % 100 0 0 0 1.5 98.5
Total % 1.9 0 1.9 0 0 0 1.5 96.6 98.1
Locust Avenue
Southbound
6th Street
Westbound
6th Street
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 4 0 4 0 0 0 6 271 277 281
05:00 PM 6 0 6 0 0 0 3 276 279 285
05:15 PM 4 0 4 0 0 0 4 274 278 282
05:30 PM 2 0 2 0 0 0 2 266 268 270
Total Volume 16 0 16 0 0 0 15 1087 1102 1118
% App. Total 100 0 0 0 1.4 98.6
PHF .667 .000 .667 .000 .000 .000 .625 .985 .987 .981
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 10_LBC_Locust_6th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Locust Avenue
E/W: 6th Street
Weather: Clear
Locust Avenue
6th Street
6th Street
Right
0 Left
16 Out In Total
15 16 31
Right
0 Thru
0 Out Total In
1103 0 1103
Left
15 1087
Thru
Total Out In
0 1102 1102
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:45 PM
+0 mins. 13 0 13 0 0 0 6 271 277
+15 mins. 4 0 4 0 0 0 3 276 279
+30 mins. 4 0 4 0 0 0 4 274 278
+45 mins. 4 0 4 0 0 0 2 266 268
Total Volume 25 0 25 0 0 0 15 1087 1102
% App. Total 100 0 0 0 1.4 98.6
PHF .481 .000 .481 .000 .000 .000 .625 .985 .987
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_LBC_The Pr_5th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: The Promenade North
E/W: 5th Street
Weather: Clear
Groups Printed- Total Volume
5th Street
Westbound
The Promenade North
Northbound
5th Street
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 0 0 2 2 4 4
07:15 AM 1 3 4 1 1 2 0 3 3 9
07:30 AM 1 3 4 0 1 1 2 0 2 7
07:45 AM 1 7 8 0 1 1 5 6 11 20
Total 3 13 16 1 3 4 9 11 20 40
08:00 AM 1 5 6 4 0 4 5 0 5 15
08:15 AM 1 5 6 1 0 1 3 4 7 14
08:30 AM 2 8 10 1 2 3 6 3 9 22
08:45 AM 1 7 8 2 3 5 7 1 8 21
Total 5 25 30 8 5 13 21 8 29 72
Grand Total 8 38 46 9 8 17 30 19 49 112
Apprch % 17.4 82.6 52.9 47.1 61.2 38.8
Total % 7.1 33.9 41.1 8 7.1 15.2 26.8 17 43.8
5th Street
Westbound
The Promenade North
Northbound
5th Street
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 1 5 6 4 0 4 5 0 5 15
08:15 AM 1 5 6 1 0 1 3 4 7 14
08:30 AM 2 8 10 1 2 3 6 3 9 22
08:45 AM 1 7 8 2 3 5 7 1 8 21
Total Volume 5 25 30 8 5 13 21 8 29 72
% App. Total 16.7 83.3 61.5 38.5 72.4 27.6
PHF .625 .781 .750 .500 .417 .650 .750 .500 .806 .818
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_LBC_The Pr_5th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: The Promenade North
E/W: 5th Street
Weather: Clear
5th Street
5th Street
The Promenade North
Thru
25 Left
5 Out Total In
26 30 56
Left
8 Right
5 Out In Total
13 13 26
Thru
21 Right
8 Total Out In
33 29 62
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 07:45 AM
+0 mins. 1 7 8 4 0 4 5 6 11
+15 mins. 1 5 6 1 0 1 5 0 5
+30 mins. 1 5 6 1 2 3 3 4 7
+45 mins. 2 8 10 2 3 5 6 3 9
Total Volume 5 25 30 8 5 13 19 13 32
% App. Total 16.7 83.3 61.5 38.5 59.4 40.6
PHF .625 .781 .750 .500 .417 .650 .792 .542 .727
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_LBC_The Pr_5th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: The Promenade North
E/W: 5th Street
Weather: Clear
Groups Printed- Total Volume
5th Street
Westbound
The Promenade North
Northbound
5th Street
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 5 4 9 8 7 15 10 6 16 40
04:15 PM 3 8 11 1 6 7 8 10 18 36
04:30 PM 5 8 13 3 7 10 8 5 13 36
04:45 PM 2 9 11 2 3 5 14 7 21 37
Total 15 29 44 14 23 37 40 28 68 149
05:00 PM 4 8 12 3 7 10 9 15 24 46
05:15 PM 3 8 11 2 7 9 9 6 15 35
05:30 PM 3 7 10 4 7 11 13 11 24 45
05:45 PM 7 13 20 8 7 15 8 6 14 49
Total 17 36 53 17 28 45 39 38 77 175
Grand Total 32 65 97 31 51 82 79 66 145 324
Apprch % 33 67 37.8 62.2 54.5 45.5
Total % 9.9 20.1 29.9 9.6 15.7 25.3 24.4 20.4 44.8
5th Street
Westbound
The Promenade North
Northbound
5th Street
Eastbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 4 8 12 3 7 10 9 15 24 46
05:15 PM 3 8 11 2 7 9 9 6 15 35
05:30 PM 3 7 10 4 7 11 13 11 24 45
05:45 PM 7 13 20 8 7 15 8 6 14 49
Total Volume 17 36 53 17 28 45 39 38 77 175
% App. Total 32.1 67.9 37.8 62.2 50.6 49.4
PHF .607 .692 .663 .531 1.00 .750 .750 .633 .802 .893
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 11_LBC_The Pr_5th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: The Promenade North
E/W: 5th Street
Weather: Clear
5th Street
5th Street
The Promenade North
Thru
36 Left
17 Out Total In
67 53 120
Left
17 Right
28 Out In Total
55 45 100
Thru
39 Right
38 Total Out In
53 77 130
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:45 PM
+0 mins. 4 8 12 3 7 10 14 7 21
+15 mins. 3 8 11 2 7 9 9 15 24
+30 mins. 3 7 10 4 7 11 9 6 15
+45 mins. 7 13 20 8 7 15 13 11 24
Total Volume 17 36 53 17 28 45 45 39 84
% App. Total 32.1 67.9 37.8 62.2 53.6 46.4
PHF .607 .692 .663 .531 1.000 .750 .804 .650 .875
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_LBC_The Pr_4th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: The Promenade North
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
The Promenade North
Southbound
4th Street
Westbound
The Promenade North
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 1 0 1 2 1 25 0 26 0 0 0 0 0 17 0 17 45
07:15 AM 4 0 1 5 0 12 1 13 0 0 0 0 1 18 0 19 37
07:30 AM 1 0 0 1 0 29 2 31 0 0 0 0 0 20 0 20 52
07:45 AM 3 0 3 6 0 33 1 34 0 0 0 0 1 26 0 27 67
Total 9 0 5 14 1 99 4 104 0 0 0 0 2 81 0 83 201
08:00 AM 0 0 1 1 0 34 1 35 0 0 0 0 0 23 0 23 59
08:15 AM 1 0 4 5 0 40 1 41 0 0 0 0 0 22 0 22 68
08:30 AM 5 0 1 6 0 32 2 34 0 0 0 0 1 31 0 32 72
08:45 AM 1 0 1 2 0 31 4 35 0 0 0 0 1 37 0 38 75
Total 7 0 7 14 0 137 8 145 0 0 0 0 2 113 0 115 274
Grand Total 16 0 12 28 1 236 12 249 0 0 0 0 4 194 0 198 475 Apprch % 57.1 0 42.9 0.4 94.8 4.8 0 0 0 2 98 0
Total % 3.4 0 2.5 5.9 0.2 49.7 2.5 52.4 0 0 0 0 0.8 40.8 0 41.7 The Promenade North
Southbound
4th Street
Westbound
The Promenade North
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 1 1 0 34 1 35 0 0 0 0 0 23 0 23 59
08:15 AM 1 0 4 5 0 40 1 41 0 0 0 0 0 22 0 22 68
08:30 AM 5 0 1 6 0 32 2 34 0 0 0 0 1 31 0 32 72
08:45 AM 1 0 1 2 0 31 4 35 0 0 0 0 1 37 0 38 75
Total Volume 7 0 7 14 0 137 8 145 0 0 0 0 2 113 0 115 274 % App. Total 50 0 50 0 94.5 5.5 0 0 0 1.7 98.3 0
PHF .350 .000 .438 .583 .000 .856 .500 .884 .000 .000 .000 .000 .500 .764 .000 .757 .913 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_LBC_The Pr_4th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: The Promenade North
E/W: 4th Street
Weather: Clear
The Promenade North
4th Street
4th Street
The Promenade North
Right
7 Thru
0 Left
7 Out In Total
10 14 24
Right
8 Thru
137
Left
0 Out Total In
120 145 265
Left
0 Thru
0 Right
0 Out In Total
0 0 0
Left
2 Thru
113
Right
0 Total Out In
144 115 259
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 08:00 AM 07:00 AM 08:00 AM
+0 mins. 3 0 3 6 0 34 1 35 0 0 0 0 0 23 0 23
+15 mins. 0 0 1 1 0 40 1 41 0 0 0 0 0 22 0 22
+30 mins. 1 0 4 5 0 32 2 34 0 0 0 0 1 31 0 32
+45 mins. 5 0 1 6 0 31 4 35 0 0 0 0 1 37 0 38
Total Volume 9 0 9 18 0 137 8 145 0 0 0 0 2 113 0 115
% App. Total 50 0 50 0 94.5 5.5 0 0 0 1.7 98.3 0
PHF .450 .000 .563 .750 .000 .856 .500 .884 .000 .000 .000 .000 .500 .764 .000 .757 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_LBC_The Pr_4th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: The Promenade North
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
The Promenade North
Southbound
4th Street
Westbound
The Promenade North
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 12 0 4 16 0 40 12 52 0 0 0 0 3 36 1 40 108
04:15 PM 8 0 3 11 0 43 8 51 0 0 0 0 0 37 0 37 99
04:30 PM 6 0 4 10 0 33 10 43 0 0 1 1 2 48 0 50 104
04:45 PM 6 0 4 10 2 36 8 46 0 0 0 0 0 58 0 58 114
Total 32 0 15 47 2 152 38 192 0 0 1 1 5 179 1 185 425
05:00 PM 7 0 10 17 0 39 7 46 0 0 0 0 2 62 1 65 128
05:15 PM 6 0 3 9 1 45 5 51 0 0 0 0 6 45 0 51 111
05:30 PM 12 0 5 17 0 36 8 44 0 0 0 0 4 43 0 47 108
05:45 PM 7 0 3 10 0 44 10 54 0 0 0 0 3 44 0 47 111
Total 32 0 21 53 1 164 30 195 0 0 0 0 15 194 1 210 458
Grand Total 64 0 36 100 3 316 68 387 0 0 1 1 20 373 2 395 883 Apprch % 64 0 36 0.8 81.7 17.6 0 0 100 5.1 94.4 0.5
Total % 7.2 0 4.1 11.3 0.3 35.8 7.7 43.8 0 0 0.1 0.1 2.3 42.2 0.2 44.7 The Promenade North
Southbound
4th Street
Westbound
The Promenade North
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 6 0 4 10 2 36 8 46 0 0 0 0 0 58 0 58 114
05:00 PM 7 0 10 17 0 39 7 46 0 0 0 0 2 62 1 65 128
05:15 PM 6 0 3 9 1 45 5 51 0 0 0 0 6 45 0 51 111
05:30 PM 12 0 5 17 0 36 8 44 0 0 0 0 4 43 0 47 108
Total Volume 31 0 22 53 3 156 28 187 0 0 0 0 12 208 1 221 461 % App. Total 58.5 0 41.5 1.6 83.4 15 0 0 0 5.4 94.1 0.5 PHF .646 .000 .550 .779 .375 .867 .875 .917 .000 .000 .000 .000 .500 .839 .250 .850 .900 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 12_LBC_The Pr_4th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: The Promenade North
E/W: 4th Street
Weather: Clear
The Promenade North
4th Street
4th Street
The Promenade North
Right
22 Thru
0 Left
31 Out In Total
40 53 93
Right
28 Thru
156
Left
3 Out Total In
239 187 426
Left
0 Thru
0 Right
0 Out In Total
4 0 4
Left
12 Thru
208
Right
1 Total Out In
178 221 399
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 04:00 PM 04:30 PM
+0 mins. 6 0 4 10 0 39 7 46 0 0 0 0 2 48 0 50
+15 mins. 7 0 10 17 1 45 5 51 0 0 0 0 0 58 0 58
+30 mins. 6 0 3 9 0 36 8 44 0 0 1 1 2 62 1 65
+45 mins. 12 0 5 17 0 44 10 54 0 0 0 0 6 45 0 51
Total Volume 31 0 22 53 1 164 30 195 0 0 1 1 10 213 1 224 % App. Total 58.5 0 41.5 0.5 84.1 15.4 0 0 100 4.5 95.1 0.4 PHF .646 .000 .550 .779 .250 .911 .750 .903 .000 .000 .250 .250 .417 .859 .250 .862 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_LBC_The Pr_3rd AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: The Promenade North/N Waite Court
E/W: 3rd Street
Weather: Clear
Groups Printed- Total Volume
The Promenade North
Southbound
3rd Street
Westbound
N Waite Court
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 0 0 0 2 88 0 90 7 0 0 7 0 0 0 0 97
07:15 AM 0 0 0 0 2 104 0 106 5 0 0 5 0 0 0 0 111
07:30 AM 0 0 0 0 0 82 0 82 4 0 0 4 0 0 0 0 86
07:45 AM 0 0 0 0 1 96 0 97 6 0 0 6 0 0 0 0 103
Total 0 0 0 0 5 370 0 375 22 0 0 22 0 0 0 0 397
08:00 AM 0 0 0 0 5 119 0 124 4 0 0 4 0 0 0 0 128
08:15 AM 0 0 0 0 3 90 0 93 2 0 0 2 0 0 0 0 95
08:30 AM 0 0 0 0 4 105 0 109 7 0 0 7 0 0 0 0 116
08:45 AM 0 0 0 0 4 105 0 109 1 0 0 1 0 0 0 0 110
Total 0 0 0 0 16 419 0 435 14 0 0 14 0 0 0 0 449
Grand Total 0 0 0 0 21 789 0 810 36 0 0 36 0 0 0 0 846
Apprch % 0 0 0 2.6 97.4 0 100 0 0 0 0 0
Total % 0 0 0 0 2.5 93.3 0 95.7 4.3 0 0 4.3 0 0 0 0
The Promenade North
Southbound
3rd Street
Westbound
N Waite Court
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 0 0 0 5 119 0 124 4 0 0 4 0 0 0 0 128
08:15 AM 0 0 0 0 3 90 0 93 2 0 0 2 0 0 0 0 95
08:30 AM 0 0 0 0 4 105 0 109 7 0 0 7 0 0 0 0 116
08:45 AM 0 0 0 0 4 105 0 109 1 0 0 1 0 0 0 0 110
Total Volume 0 0 0 0 16 419 0 435 14 0 0 14 0 0 0 0 449 % App. Total 0 0 0 3.7 96.3 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .800 .880 .000 .877 .500 .000 .000 .500 .000 .000 .000 .000 .877 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_LBC_The Pr_3rd AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: The Promenade North/N Waite Court
E/W: 3rd Street
Weather: Clear
The Promenade North
3rd Street
3rd Street
N Waite Court
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
419
Left
16 Out Total In
0 435 435
Left
14 Thru
0 Right
0 Out In Total
16 14 30
Left
0 Thru
0 Right
0 Total Out In
433 0 433
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 08:00 AM 07:00 AM 07:00 AM
+0 mins. 0 0 0 0 5 119 0 124 7 0 0 7 0 0 0 0
+15 mins. 0 0 0 0 3 90 0 93 5 0 0 5 0 0 0 0
+30 mins. 0 0 0 0 4 105 0 109 4 0 0 4 0 0 0 0
+45 mins. 0 0 0 0 4 105 0 109 6 0 0 6 0 0 0 0
Total Volume 0 0 0 0 16 419 0 435 22 0 0 22 0 0 0 0
% App. Total 0 0 0 3.7 96.3 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .800 .880 .000 .877 .786 .000 .000 .786 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_LBC_The Pr_3rd PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: The Promenade North/N Waite Court
E/W: 3rd Street
Weather: Clear
Groups Printed- Total Volume
The Promenade North
Southbound
3rd Street
Westbound
N Waite Court
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 0 0 0 6 94 0 100 2 0 0 2 0 0 0 0 102
04:15 PM 0 0 0 0 4 86 0 90 6 0 0 6 0 0 0 0 96
04:30 PM 0 0 0 0 4 67 1 72 5 0 0 5 0 0 0 0 77
04:45 PM 0 0 0 0 5 80 1 86 7 0 0 7 0 0 0 0 93
Total 0 0 0 0 19 327 2 348 20 0 0 20 0 0 0 0 368
05:00 PM 0 0 0 0 6 93 0 99 6 0 0 6 0 0 0 0 105
05:15 PM 0 0 0 0 2 96 0 98 14 0 0 14 0 0 0 0 112
05:30 PM 0 0 0 0 5 80 0 85 4 0 0 4 0 0 0 0 89
05:45 PM 0 0 0 0 0 96 0 96 4 0 0 4 0 0 0 0 100
Total 0 0 0 0 13 365 0 378 28 0 0 28 0 0 0 0 406
Grand Total 0 0 0 0 32 692 2 726 48 0 0 48 0 0 0 0 774
Apprch % 0 0 0 4.4 95.3 0.3 100 0 0 0 0 0
Total % 0 0 0 0 4.1 89.4 0.3 93.8 6.2 0 0 6.2 0 0 0 0
The Promenade North
Southbound
3rd Street
Westbound
N Waite Court
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 6 93 0 99 6 0 0 6 0 0 0 0 105
05:15 PM 0 0 0 0 2 96 0 98 14 0 0 14 0 0 0 0 112
05:30 PM 0 0 0 0 5 80 0 85 4 0 0 4 0 0 0 0 89
05:45 PM 0 0 0 0 0 96 0 96 4 0 0 4 0 0 0 0 100
Total Volume 0 0 0 0 13 365 0 378 28 0 0 28 0 0 0 0 406 % App. Total 0 0 0 3.4 96.6 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .542 .951 .000 .955 .500 .000 .000 .500 .000 .000 .000 .000 .906 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 13_LBC_The Pr_3rd PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: The Promenade North/N Waite Court
E/W: 3rd Street
Weather: Clear
The Promenade North
3rd Street
3rd Street
N Waite Court
Right
0 Thru
0 Left
0 Out In Total
0 0 0
Right
0 Thru
365
Left
13 Out Total In
0 378 378
Left
28 Thru
0 Right
0 Out In Total
13 28 41
Left
0 Thru
0 Right
0 Total Out In
393 0 393
Peak Hour Begins at 05:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 05:00 PM 04:30 PM 04:00 PM
+0 mins. 0 0 0 0 6 93 0 99 5 0 0 5 0 0 0 0
+15 mins. 0 0 0 0 2 96 0 98 7 0 0 7 0 0 0 0
+30 mins. 0 0 0 0 5 80 0 85 6 0 0 6 0 0 0 0
+45 mins. 0 0 0 0 0 96 0 96 14 0 0 14 0 0 0 0
Total Volume 0 0 0 0 13 365 0 378 32 0 0 32 0 0 0 0
% App. Total 0 0 0 3.4 96.6 0 100 0 0 0 0 0
PHF .000 .000 .000 .000 .542 .951 .000 .955 .571 .000 .000 .571 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 03_LBC_Long Beach_8th_AM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 8th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
8th Street
Westbound
Long Beach Boulevard
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 3 50 1 54 1 2 3 6 2 39 3 44 2 7 3 12 116
07:15 AM 1 44 4 49 1 1 4 6 1 59 6 66 2 2 5 9 130
07:30 AM 4 66 11 81 0 3 2 5 7 65 3 75 4 3 4 11 172
07:45 AM 2 79 8 89 1 4 2 7 6 74 0 80 3 3 9 15 191
Total 10 239 24 273 3 10 11 24 16 237 12 265 11 15 21 47 609 08:00 AM 1 51 1 53 0 2 3 5 1 69 2 72 2 5 5 12 142
08:15 AM 1 59 4 64 0 1 4 5 3 69 6 78 4 4 1 9 156
08:30 AM 2 64 4 70 1 1 0 2 7 63 5 75 0 4 2 6 153
08:45 AM 4 78 4 86 1 3 2 6 7 75 13 95 4 3 0 7 194
Total 8 252 13 273 2 7 9 18 18 276 26 320 10 16 8 34 645 Grand Total 18 491 37 546 5 17 20 42 34 513 38 585 21 31 29 81 1254 Apprch % 3.3 89.9 6.8 11.9 40.5 47.6 5.8 87.7 6.5 25.9 38.3 35.8 Total % 1.4 39.2 3 43.5 0.4 1.4 1.6 3.3 2.7 40.9 3 46.7 1.7 2.5 2.3 6.5 Long Beach Boulevard
Southbound
8th Street
Westbound
Long Beach Boulevard
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 4 66 11 81 0 3 2 5 7 65 3 75 4 3 4 11 172
07:45 AM 2 79 8 89 1 4 2 7 6 74 0 80 3 3 9 15 191
08:00 AM 1 51 1 53 0 2 3 5 1 69 2 72 2 5 5 12 142
08:15 AM 1 59 4 64 0 1 4 5 3 69 6 78 4 4 1 9 156
Total Volume 8 255 24 287 1 10 11 22 17 277 11 305 13 15 19 47 661 % App. Total 2.8 88.9 8.4 4.5 45.5 50 5.6 90.8 3.6 27.7 31.9 40.4 PHF .500 .807 .545 .806 .250 .625 .688 .786 .607 .936 .458 .953 .813 .750 .528 .783 .865 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 03_LBC_Long Beach_8th_AM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 8th Street
Weather: Clear
Long Beach Boulevard
8th Street
8th Street
Long Beach Boulevard
Right
24 Thru
255
Left
8 Out In Total
301 287 588
Right
11 Thru
10 Left
1 Out Total In
34 22 56
Left
17 Thru
277
Right
11 Out In Total
275 305 580
Left
13 Thru
15 Right
19 Total Out In
51 47 98
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:00 AM 08:00 AM 07:00 AM
+0 mins. 4 66 11 81 1 2 3 6 1 69 2 72 2 7 3 12
+15 mins. 2 79 8 89 1 1 4 6 3 69 6 78 2 2 5 9
+30 mins. 1 51 1 53 0 3 2 5 7 63 5 75 4 3 4 11
+45 mins. 1 59 4 64 1 4 2 7 7 75 13 95 3 3 9 15
Total Volume 8 255 24 287 3 10 11 24 18 276 26 320 11 15 21 47 % App. Total 2.8 88.9 8.4 12.5 41.7 45.8 5.6 86.2 8.1 23.4 31.9 44.7 PHF .500 .807 .545 .806 .750 .625 .688 .857 .643 .920 .500 .842 .688 .536 .583 .783 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 03_LBC_Long Beach_8th_PM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 8th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
8th Street
Westbound
Long Beach Boulevard
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 101 5 107 1 2 2 5 5 138 8 151 10 10 5 25 288 04:15 PM 6 83 0 89 1 3 2 6 4 109 5 118 6 7 3 16 229
04:30 PM 0 88 4 92 1 2 0 3 8 126 8 142 4 8 4 16 253
04:45 PM 7 103 1 111 0 3 2 5 8 132 10 150 6 6 5 17 283
Total 14 375 10 399 3 10 6 19 25 505 31 561 26 31 17 74 1053 05:00 PM 11 98 3 112 1 5 4 10 5 150 6 161 5 5 4 14 297
05:15 PM 4 80 1 85 0 3 4 7 5 120 11 136 7 9 8 24 252
05:30 PM 10 119 3 132 2 1 5 8 9 117 8 134 2 6 5 13 287
05:45 PM 6 108 4 118 0 2 2 4 5 99 6 110 8 9 7 24 256
Total 31 405 11 447 3 11 15 29 24 486 31 541 22 29 24 75 1092 Grand Total 45 780 21 846 6 21 21 48 49 991 62 1102 48 60 41 149 2145 Apprch % 5.3 92.2 2.5 12.5 43.8 43.8 4.4 89.9 5.6 32.2 40.3 27.5 Total % 2.1 36.4 1 39.4 0.3 1 1 2.2 2.3 46.2 2.9 51.4 2.2 2.8 1.9 6.9 Long Beach Boulevard
Southbound
8th Street
Westbound
Long Beach Boulevard
Northbound
8th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 7 103 1 111 0 3 2 5 8 132 10 150 6 6 5 17 283
05:00 PM 11 98 3 112 1 5 4 10 5 150 6 161 5 5 4 14 297
05:15 PM 4 80 1 85 0 3 4 7 5 120 11 136 7 9 8 24 252
05:30 PM 10 119 3 132 2 1 5 8 9 117 8 134 2 6 5 13 287
Total Volume 32 400 8 440 3 12 15 30 27 519 35 581 20 26 22 68 1119 % App. Total 7.3 90.9 1.8 10 40 50 4.6 89.3 6 29.4 38.2 32.4 PHF .727 .840 .667 .833 .375 .600 .750 .750 .750 .865 .795 .902 .714 .722 .688 .708 .942 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 03_LBC_Long Beach_8th_PM
Site Code : 00322653
Start Date : 7/21/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 8th Street
Weather: Clear
Long Beach Boulevard
8th Street
8th Street
Long Beach Boulevard
Right
8 Thru
400
Left
32 Out In Total
554 440 994
Right
15 Thru
12 Left
3 Out Total In
93 30 123
Left
27 Thru
519
Right
35 Out In Total
425 581 1006
Left
20 Thru
26 Right
22 Total Out In
47 68 115
Peak Hour Begins at 04:45 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 04:30 PM 05:00 PM
+0 mins. 11 98 3 112 0 3 2 5 8 126 8 142 5 5 4 14
+15 mins. 4 80 1 85 1 5 4 10 8 132 10 150 7 9 8 24
+30 mins. 10 119 3 132 0 3 4 7 5 150 6 161 2 6 5 13
+45 mins. 6 108 4 118 2 1 5 8 5 120 11 136 8 9 7 24
Total Volume 31 405 11 447 3 12 15 30 26 528 35 589 22 29 24 75 % App. Total 6.9 90.6 2.5 10 40 50 4.4 89.6 5.9 29.3 38.7 32 PHF .705 .851 .688 .847 .375 .600 .750 .750 .813 .880 .795 .915 .688 .806 .750 .781 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
[email protected]
File Name : 14_LBC_Long_7th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 7th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
7th Street
Westbound
Long Beach Boulevard
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 47 9 56 18 166 10 194 24 44 0 68 0 0 0 0 318 07:15 AM 0 49 9 58 15 194 13 222 23 50 0 73 0 0 0 0 353 07:30 AM 0 61 20 81 18 246 10 274 29 81 0 110 0 0 0 0 465 07:45 AM 0 85 15 100 25 211 14 250 38 79 0 117 0 0 0 0 467 Total 0 242 53 295 76 817 47 940 114 254 0 368 0 0 0 0 1603 08:00 AM 0 79 16 95 24 179 19 222 25 81 0 106 0 0 0 0 423 08:15 AM 0 92 13 105 25 167 15 207 25 90 0 115 0 0 0 0 427 08:30 AM 0 75 9 84 18 149 30 197 18 82 0 100 0 0 0 0 381 08:45 AM 0 77 12 89 31 161 24 216 19 94 0 113 0 0 0 0 418 Total 0 323 50 373 98 656 88 842 87 347 0 434 0 0 0 0 1649 Grand Total 0 565 103 668 174 1473 135 1782 201 601 0 802 0 0 0 0 3252 Apprch % 0 84.6 15.4 9.8 82.7 7.6 25.1 74.9 0 0 0 0
Total % 0 17.4 3.2 20.5 5.4 45.3 4.2 54.8 6.2 18.5 0 24.7 0 0 0 0 Long Beach Boulevard
Southbound
7th Street
Westbound
Long Beach Boulevard
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 61 20 81 18 246 10 274 29 81 0 110 0 0 0 0 465 07:45 AM 0 85 15 100 25 211 14 250 38 79 0 117 0 0 0 0 467 08:00 AM 0 79 16 95 24 179 19 222 25 81 0 106 0 0 0 0 423 08:15 AM 0 92 13 105 25 167 15 207 25 90 0 115 0 0 0 0 427 Total Volume 0 317 64 381 92 803 58 953 117 331 0 448 0 0 0 0 1782 % App. Total 0 83.2 16.8 9.7 84.3 6.1 26.1 73.9 0 0 0 0 PHF .000 .861 .800 .907 .920 .816 .763 .870 .770 .919 .000 .957 .000 .000 .000 .000 .954 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_LBC_Long_7th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 7th Street
Weather: Clear
Long Beach Boulevard
7th Street
7th Street
Long Beach Boulevard
Right
64 Thru
317
Left
0 Out In Total
389 381 770
Right
58 Thru
803
Left
92 Out Total In
0 953 953
Left
117
Thru
331
Right
0 Out In Total
409 448 857
Left
0 Thru
0 Right
0 Total Out In
984 0 984
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:30 AM 07:00 AM
+0 mins. 0 85 15 100 15 194 13 222 29 81 0 110 0 0 0 0
+15 mins. 0 79 16 95 18 246 10 274 38 79 0 117 0 0 0 0
+30 mins. 0 92 13 105 25 211 14 250 25 81 0 106 0 0 0 0 +45 mins. 0 75 9 84 24 179 19 222 25 90 0 115 0 0 0 0
Total Volume 0 331 53 384 82 830 56 968 117 331 0 448 0 0 0 0 % App. Total 0 86.2 13.8 8.5 85.7 5.8 26.1 73.9 0 0 0 0 PHF .000 .899 .828 .914 .820 .843 .737 .883 .770 .919 .000 .957 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_LBC_Long_7th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 7th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
7th Street
Westbound
Long Beach Boulevard
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 107 9 116 15 115 27 157 22 154 0 176 0 0 0 0 449 04:15 PM 0 117 8 125 20 111 16 147 32 155 0 187 0 0 0 0 459 04:30 PM 0 83 8 91 22 93 19 134 27 123 0 150 0 0 0 0 375 04:45 PM 0 105 11 116 18 111 29 158 18 147 0 165 0 0 0 0 439 Total 0 412 36 448 75 430 91 596 99 579 0 678 0 0 0 0 1722 05:00 PM 0 98 10 108 13 113 21 147 31 136 0 167 0 0 0 0 422 05:15 PM 0 85 10 95 23 110 27 160 24 137 0 161 0 0 0 0 416 05:30 PM 0 108 10 118 21 118 20 159 25 101 0 126 0 0 0 0 403 05:45 PM 0 120 15 135 18 123 16 157 28 98 0 126 0 0 0 0 418 Total 0 411 45 456 75 464 84 623 108 472 0 580 0 0 0 0 1659 Grand Total 0 823 81 904 150 894 175 1219 207 1051 0 1258 0 0 0 0 3381 Apprch % 0 91 9 12.3 73.3 14.4 16.5 83.5 0 0 0 0
Total % 0 24.3 2.4 26.7 4.4 26.4 5.2 36.1 6.1 31.1 0 37.2 0 0 0 0 Long Beach Boulevard
Southbound
7th Street
Westbound
Long Beach Boulevard
Northbound
7th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 107 9 116 15 115 27 157 22 154 0 176 0 0 0 0 449 04:15 PM 0 117 8 125 20 111 16 147 32 155 0 187 0 0 0 0 459 04:30 PM 0 83 8 91 22 93 19 134 27 123 0 150 0 0 0 0 375 04:45 PM 0 105 11 116 18 111 29 158 18 147 0 165 0 0 0 0 439 Total Volume 0 412 36 448 75 430 91 596 99 579 0 678 0 0 0 0 1722 % App. Total 0 92 8 12.6 72.1 15.3 14.6 85.4 0 0 0 0
PHF .000 .880 .818 .896 .852 .935 .784 .943 .773 .934 .000 .906 .000 .000 .000 .000 .938 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 14_LBC_Long_7th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 7th Street
Weather: Clear
Long Beach Boulevard
7th Street
7th Street
Long Beach Boulevard
Right
36 Thru
412
Left
0 Out In Total
670 448 1118
Right
91 Thru
430
Left
75 Out Total In
0 596 596
Left
99 Thru
579
Right
0 Out In Total
487 678 1165
Left
0 Thru
0 Right
0 Total Out In
565 0 565
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 04:00 PM 04:00 PM
+0 mins. 0 98 10 108 18 111 29 158 22 154 0 176 0 0 0 0 +15 mins. 0 85 10 95 13 113 21 147 32 155 0 187 0 0 0 0 +30 mins. 0 108 10 118 23 110 27 160 27 123 0 150 0 0 0 0 +45 mins. 0 120 15 135 21 118 20 159 18 147 0 165 0 0 0 0 Total Volume 0 411 45 456 75 452 97 624 99 579 0 678 0 0 0 0 % App. Total 0 90.1 9.9 12 72.4 15.5 14.6 85.4 0 0 0 0
PHF .000 .856 .750 .844 .815 .958 .836 .975 .773 .934 .000 .906 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_LBC_Long_6th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 6th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
6th Street
Westbound
Long Beach Boulevard
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 50 0 62 0 0 0 0 0 51 3 54 14 55 10 79 195
07:15 AM 15 51 0 66 0 0 0 0 0 59 7 66 13 78 9 100 232
07:30 AM 16 65 0 81 0 0 0 0 0 84 5 89 25 103 9 137 307
07:45 AM 24 84 0 108 0 0 0 0 0 82 5 87 25 126 14 165 360 Total 67 250 0 317 0 0 0 0 0 276 20 296 77 362 42 481 1094 08:00 AM 24 74 0 98 0 0 0 0 0 82 10 92 15 85 16 116 306 08:15 AM 20 91 0 111 0 0 0 0 0 78 7 85 25 82 9 116 312
08:30 AM 20 76 0 96 0 0 0 0 0 69 12 81 22 101 11 134 311 08:45 AM 28 71 0 99 0 0 0 0 0 69 6 75 26 118 14 158 332 Total 92 312 0 404 0 0 0 0 0 298 35 333 88 386 50 524 1261 Grand Total 159 562 0 721 0 0 0 0 0 574 55 629 165 748 92 1005 2355 Apprch % 22.1 77.9 0 0 0 0 0 91.3 8.7 16.4 74.4 9.2
Total % 6.8 23.9 0 30.6 0 0 0 0 0 24.4 2.3 26.7 7 31.8 3.9 42.7 Long Beach Boulevard
Southbound
6th Street
Westbound
Long Beach Boulevard
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 24 84 0 108 0 0 0 0 0 82 5 87 25 126 14 165 360 08:00 AM 24 74 0 98 0 0 0 0 0 82 10 92 15 85 16 116 306 08:15 AM 20 91 0 111 0 0 0 0 0 78 7 85 25 82 9 116 312
08:30 AM 20 76 0 96 0 0 0 0 0 69 12 81 22 101 11 134 311 Total Volume 88 325 0 413 0 0 0 0 0 311 34 345 87 394 50 531 1289 % App. Total 21.3 78.7 0 0 0 0 0 90.1 9.9 16.4 74.2 9.4 PHF .917 .893 .000 .930 .000 .000 .000 .000 .000 .948 .708 .938 .870 .782 .781 .805 .895 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_LBC_Long_6th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 6th Street
Weather: Clear
Long Beach Boulevard
6th Street
6th Street
Long Beach Boulevard
Right
0 Thru
325
Left
88 Out In Total
398 413 811
Right
0 Thru
0 Left
0 Out Total In
516 0 516
Left
0 Thru
311
Right
34 Out In Total
375 345 720
Left
87 Thru
394
Right
50 Total Out In
0 531 531
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:00 AM 07:30 AM 07:30 AM
+0 mins. 24 84 0 108 0 0 0 0 0 84 5 89 25 103 9 137
+15 mins. 24 74 0 98 0 0 0 0 0 82 5 87 25 126 14 165
+30 mins. 20 91 0 111 0 0 0 0 0 82 10 92 15 85 16 116
+45 mins. 20 76 0 96 0 0 0 0 0 78 7 85 25 82 9 116
Total Volume 88 325 0 413 0 0 0 0 0 326 27 353 90 396 48 534 % App. Total 21.3 78.7 0 0 0 0 0 92.4 7.6 16.9 74.2 9
PHF .917 .893 .000 .930 .000 .000 .000 .000 .000 .970 .675 .959 .900 .786 .750 .809 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_LBC_Long_6th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 6th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
6th Street
Westbound
Long Beach Boulevard
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 28 99 0 127 0 0 0 0 0 129 10 139 33 191 16 240 506 04:15 PM 29 99 0 128 0 0 0 0 0 131 16 147 42 204 15 261 536 04:30 PM 29 100 0 129 0 0 0 0 0 101 10 111 24 209 29 262 502 04:45 PM 26 100 0 126 0 0 0 0 0 118 13 131 32 234 21 287 544 Total 112 398 0 510 0 0 0 0 0 479 49 528 131 838 81 1050 2088 05:00 PM 30 82 0 112 0 0 0 0 0 126 12 138 23 238 21 282 532 05:15 PM 24 83 0 107 0 0 0 0 0 117 15 132 23 233 27 283 522 05:30 PM 30 101 0 131 0 0 0 0 0 92 12 104 26 220 23 269 504 05:45 PM 37 116 0 153 0 0 0 0 0 85 10 95 24 182 16 222 470 Total 121 382 0 503 0 0 0 0 0 420 49 469 96 873 87 1056 2028 Grand Total 233 780 0 1013 0 0 0 0 0 899 98 997 227 1711 168 2106 4116 Apprch % 23 77 0 0 0 0 0 90.2 9.8 10.8 81.2 8
Total % 5.7 19 0 24.6 0 0 0 0 0 21.8 2.4 24.2 5.5 41.6 4.1 51.2 Long Beach Boulevard
Southbound
6th Street
Westbound
Long Beach Boulevard
Northbound
6th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 29 99 0 128 0 0 0 0 0 131 16 147 42 204 15 261 536 04:30 PM 29 100 0 129 0 0 0 0 0 101 10 111 24 209 29 262 502 04:45 PM 26 100 0 126 0 0 0 0 0 118 13 131 32 234 21 287 544 05:00 PM 30 82 0 112 0 0 0 0 0 126 12 138 23 238 21 282 532 Total Volume 114 381 0 495 0 0 0 0 0 476 51 527 121 885 86 1092 2114 % App. Total 23 77 0 0 0 0 0 90.3 9.7 11.1 81 7.9
PHF .950 .953 .000 .959 .000 .000 .000 .000 .000 .908 .797 .896 .720 .930 .741 .951 .972 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 15_LBC_Long_6th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 6th Street
Weather: Clear
Long Beach Boulevard
6th Street
6th Street
Long Beach Boulevard
Right
0 Thru
381
Left
114
Out In Total
597 495 1092
Right
0 Thru
0 Left
0 Out Total In
1050 0 1050
Left
0 Thru
476
Right
51 Out In Total
467 527 994
Left
121
Thru
885
Right
86 Total Out In
0 1092 1092
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:45 PM
+0 mins. 28 99 0 127 0 0 0 0 0 129 10 139 32 234 21 287 +15 mins. 29 99 0 128 0 0 0 0 0 131 16 147 23 238 21 282 +30 mins. 29 100 0 129 0 0 0 0 0 101 10 111 23 233 27 283 +45 mins. 26 100 0 126 0 0 0 0 0 118 13 131 26 220 23 269 Total Volume 112 398 0 510 0 0 0 0 0 479 49 528 104 925 92 1121 % App. Total 22 78 0 0 0 0 0 90.7 9.3 9.3 82.5 8.2
PHF .966 .995 .000 .988 .000 .000 .000 .000 .000 .914 .766 .898 .813 .972 .852 .976 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_LBC_Long_5th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 5th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
El Super Driveway
Westbound
Long Beach Boulevard
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 57 1 58 0 0 1 1 0 43 17 60 0 0 2 2 121
07:15 AM 0 56 4 60 0 0 0 0 0 48 10 58 0 0 0 0 118
07:30 AM 0 69 4 73 0 0 0 0 0 62 7 69 0 0 3 3 145
07:45 AM 0 92 8 100 0 0 1 1 0 68 11 79 0 0 5 5 185
Total 0 274 17 291 0 0 2 2 0 221 45 266 0 0 10 10 569
08:00 AM 0 87 5 92 0 0 1 1 0 62 9 71 0 0 6 6 170
08:15 AM 0 91 8 99 0 0 0 0 0 62 11 73 0 0 5 5 177
08:30 AM 0 76 12 88 0 0 1 1 0 69 10 79 0 0 6 6 174
08:45 AM 0 78 7 85 0 0 0 0 0 64 9 73 0 0 7 7 165
Total 0 332 32 364 0 0 2 2 0 257 39 296 0 0 24 24 686
Grand Total 0 606 49 655 0 0 4 4 0 478 84 562 0 0 34 34 1255 Apprch % 0 92.5 7.5 0 0 100 0 85.1 14.9 0 0 100
Total % 0 48.3 3.9 52.2 0 0 0.3 0.3 0 38.1 6.7 44.8 0 0 2.7 2.7 Long Beach Boulevard
Southbound
El Super Driveway
Westbound
Long Beach Boulevard
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 92 8 100 0 0 1 1 0 68 11 79 0 0 5 5 185
08:00 AM 0 87 5 92 0 0 1 1 0 62 9 71 0 0 6 6 170
08:15 AM 0 91 8 99 0 0 0 0 0 62 11 73 0 0 5 5 177
08:30 AM 0 76 12 88 0 0 1 1 0 69 10 79 0 0 6 6 174
Total Volume 0 346 33 379 0 0 3 3 0 261 41 302 0 0 22 22 706 % App. Total 0 91.3 8.7 0 0 100 0 86.4 13.6 0 0 100
PHF .000 .940 .688 .948 .000 .000 .750 .750 .000 .946 .932 .956 .000 .000 .917 .917 .954 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_LBC_Long_5th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 5th Street
Weather: Clear
Long Beach Boulevard
5th Street
El Super Driveway
Long Beach Boulevard
Right
33 Thru
346
Left
0 Out In Total
264 379 643
Right
3 Thru
0 Left
0 Out Total In
41 3 44
Left
0 Thru
261
Right
41 Out In Total
368 302 670
Left
0 Thru
0 Right
22 Total Out In
33 22 55
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 07:45 AM 08:00 AM
+0 mins. 0 92 8 100 0 0 1 1 0 68 11 79 0 0 6 6
+15 mins. 0 87 5 92 0 0 1 1 0 62 9 71 0 0 5 5
+30 mins. 0 91 8 99 0 0 0 0 0 62 11 73 0 0 6 6
+45 mins. 0 76 12 88 0 0 1 1 0 69 10 79 0 0 7 7
Total Volume 0 346 33 379 0 0 3 3 0 261 41 302 0 0 24 24 % App. Total 0 91.3 8.7 0 0 100 0 86.4 13.6 0 0 100
PHF .000 .940 .688 .948 .000 .000 .750 .750 .000 .946 .932 .956 .000 .000 .857 .857 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_LBC_Long_5th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 5th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
El Super Driveway
Westbound
Long Beach Boulevard
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 102 12 114 0 0 5 5 0 126 15 141 0 0 15 15 275 04:15 PM 0 104 13 117 0 0 2 2 0 112 10 122 0 0 20 20 261 04:30 PM 0 112 17 129 0 0 1 1 0 99 12 111 0 0 12 12 253 04:45 PM 0 105 13 118 0 0 0 0 0 120 12 132 0 0 20 20 270 Total 0 423 55 478 0 0 8 8 0 457 49 506 0 0 67 67 1059
05:00 PM 0 99 8 107 0 0 1 1 0 117 8 125 0 0 20 20 253
05:15 PM 0 101 11 112 0 0 1 1 0 106 10 116 0 0 17 17 246 05:30 PM 0 102 21 123 0 0 2 2 0 81 8 89 0 0 23 23 237
05:45 PM 0 114 18 132 0 0 0 0 0 89 13 102 0 0 17 17 251 Total 0 416 58 474 0 0 4 4 0 393 39 432 0 0 77 77 987
Grand Total 0 839 113 952 0 0 12 12 0 850 88 938 0 0 144 144 2046 Apprch % 0 88.1 11.9 0 0 100 0 90.6 9.4 0 0 100
Total % 0 41 5.5 46.5 0 0 0.6 0.6 0 41.5 4.3 45.8 0 0 7 7 Long Beach Boulevard
Southbound
El Super Driveway
Westbound
Long Beach Boulevard
Northbound
5th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 102 12 114 0 0 5 5 0 126 15 141 0 0 15 15 275 04:15 PM 0 104 13 117 0 0 2 2 0 112 10 122 0 0 20 20 261 04:30 PM 0 112 17 129 0 0 1 1 0 99 12 111 0 0 12 12 253 04:45 PM 0 105 13 118 0 0 0 0 0 120 12 132 0 0 20 20 270 Total Volume 0 423 55 478 0 0 8 8 0 457 49 506 0 0 67 67 1059 % App. Total 0 88.5 11.5 0 0 100 0 90.3 9.7 0 0 100
PHF .000 .944 .809 .926 .000 .000 .400 .400 .000 .907 .817 .897 .000 .000 .838 .838 .963 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 16_LBC_Long_5th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 5th Street
Weather: Clear
Long Beach Boulevard
5th Street
El Super Driveway
Long Beach Boulevard
Right
55 Thru
423
Left
0 Out In Total
465 478 943
Right
8 Thru
0 Left
0 Out Total In
49 8 57
Left
0 Thru
457
Right
49 Out In Total
490 506 996
Left
0 Thru
0 Right
67 Total Out In
55 67 122
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:45 PM
+0 mins. 0 102 12 114 0 0 5 5 0 126 15 141 0 0 20 20
+15 mins. 0 104 13 117 0 0 2 2 0 112 10 122 0 0 20 20
+30 mins. 0 112 17 129 0 0 1 1 0 99 12 111 0 0 17 17
+45 mins. 0 105 13 118 0 0 0 0 0 120 12 132 0 0 23 23
Total Volume 0 423 55 478 0 0 8 8 0 457 49 506 0 0 80 80 % App. Total 0 88.5 11.5 0 0 100 0 90.3 9.7 0 0 100
PHF .000 .944 .809 .926 .000 .000 .400 .400 .000 .907 .817 .897 .000 .000 .870 .870 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_LBC_Long_4th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
4th Street
Westbound
Long Beach Boulevard
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 10 42 8 60 4 16 12 32 2 38 5 45 5 13 3 21 158
07:15 AM 4 47 3 54 7 14 21 42 0 30 2 32 3 18 1 22 150
07:30 AM 12 57 7 76 6 23 20 49 1 44 3 48 5 15 1 21 194
07:45 AM 20 69 6 95 9 27 24 60 3 43 2 48 7 16 4 27 230
Total 46 215 24 285 26 80 77 183 6 155 12 173 20 62 9 91 732 08:00 AM 14 76 6 96 6 27 15 48 2 54 3 59 4 12 5 21 224
08:15 AM 15 62 9 86 8 31 18 57 4 48 3 55 6 18 1 25 223
08:30 AM 14 66 7 87 6 23 14 43 3 56 5 64 8 18 4 30 224
08:45 AM 21 59 8 88 3 28 8 39 1 52 8 61 10 22 2 34 222
Total 64 263 30 357 23 109 55 187 10 210 19 239 28 70 12 110 893 Grand Total 110 478 54 642 49 189 132 370 16 365 31 412 48 132 21 201 1625 Apprch % 17.1 74.5 8.4 13.2 51.1 35.7 3.9 88.6 7.5 23.9 65.7 10.4 Total % 6.8 29.4 3.3 39.5 3 11.6 8.1 22.8 1 22.5 1.9 25.4 3 8.1 1.3 12.4 Long Beach Boulevard
Southbound
4th Street
Westbound
Long Beach Boulevard
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 20 69 6 95 9 27 24 60 3 43 2 48 7 16 4 27 230
08:00 AM 14 76 6 96 6 27 15 48 2 54 3 59 4 12 5 21 224
08:15 AM 15 62 9 86 8 31 18 57 4 48 3 55 6 18 1 25 223
08:30 AM 14 66 7 87 6 23 14 43 3 56 5 64 8 18 4 30 224
Total Volume 63 273 28 364 29 108 71 208 12 201 13 226 25 64 14 103 901 % App. Total 17.3 75 7.7 13.9 51.9 34.1 5.3 88.9 5.8 24.3 62.1 13.6 PHF .788 .898 .778 .948 .806 .871 .740 .867 .750 .897 .650 .883 .781 .889 .700 .858 .979 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_LBC_Long_4th AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 4th Street
Weather: Clear
Long Beach Boulevard
4th Street
4th Street
Long Beach Boulevard
Right
28 Thru
273
Left
63 Out In Total
297 364 661
Right
71 Thru
108
Left
29 Out Total In
140 208 348
Left
12 Thru
201
Right
13 Out In Total
316 226 542
Left
25 Thru
64 Right
14 Total Out In
148 103 251
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 08:00 AM 08:00 AM
+0 mins. 20 69 6 95 6 23 20 49 2 54 3 59 4 12 5 21
+15 mins. 14 76 6 96 9 27 24 60 4 48 3 55 6 18 1 25
+30 mins. 15 62 9 86 6 27 15 48 3 56 5 64 8 18 4 30
+45 mins. 14 66 7 87 8 31 18 57 1 52 8 61 10 22 2 34
Total Volume 63 273 28 364 29 108 77 214 10 210 19 239 28 70 12 110 % App. Total 17.3 75 7.7 13.6 50.5 36 4.2 87.9 7.9 25.5 63.6 10.9 PHF .788 .898 .778 .948 .806 .871 .802 .892 .625 .938 .594 .934 .700 .795 .600 .809 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_LBC_Long_4th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 4th Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
4th Street
Westbound
Long Beach Boulevard
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 24 87 9 120 9 37 21 67 3 100 10 113 13 29 8 50 350 04:15 PM 28 86 13 127 5 32 18 55 6 90 13 109 5 26 8 39 330 04:30 PM 32 82 9 123 4 30 14 48 7 83 14 104 11 44 6 61 336 04:45 PM 35 81 8 124 6 34 15 55 5 96 21 122 13 50 10 73 374 Total 119 336 39 494 24 133 68 225 21 369 58 448 42 149 32 223 1390 05:00 PM 33 78 8 119 4 38 20 62 4 92 15 111 11 48 5 64 356 05:15 PM 31 76 13 120 4 34 21 59 5 75 15 95 9 35 8 52 326 05:30 PM 30 81 12 123 5 29 10 44 4 61 12 77 11 36 10 57 301 05:45 PM 32 81 17 130 1 32 20 53 10 60 11 81 14 29 8 51 315 Total 126 316 50 492 14 133 71 218 23 288 53 364 45 148 31 224 1298 Grand Total 245 652 89 986 38 266 139 443 44 657 111 812 87 297 63 447 2688 Apprch % 24.8 66.1 9 8.6 60 31.4 5.4 80.9 13.7 19.5 66.4 14.1 Total % 9.1 24.3 3.3 36.7 1.4 9.9 5.2 16.5 1.6 24.4 4.1 30.2 3.2 11 2.3 16.6 Long Beach Boulevard
Southbound
4th Street
Westbound
Long Beach Boulevard
Northbound
4th Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 28 86 13 127 5 32 18 55 6 90 13 109 5 26 8 39 330 04:30 PM 32 82 9 123 4 30 14 48 7 83 14 104 11 44 6 61 336 04:45 PM 35 81 8 124 6 34 15 55 5 96 21 122 13 50 10 73 374 05:00 PM 33 78 8 119 4 38 20 62 4 92 15 111 11 48 5 64 356 Total Volume 128 327 38 493 19 134 67 220 22 361 63 446 40 168 29 237 1396 % App. Total 26 66.3 7.7 8.6 60.9 30.5 4.9 80.9 14.1 16.9 70.9 12.2 PHF .914 .951 .731 .970 .792 .882 .838 .887 .786 .940 .750 .914 .769 .840 .725 .812 .933 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 17_LBC_Long_4th PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 4th Street
Weather: Clear
Long Beach Boulevard
4th Street
4th Street
Long Beach Boulevard
Right
38 Thru
327
Left
128
Out In Total
468 493 961
Right
67 Thru
134
Left
19 Out Total In
359 220 579
Left
22 Thru
361
Right
63 Out In Total
375 446 821
Left
40 Thru
168
Right
29 Total Out In
194 237 431
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:30 PM
+0 mins. 24 87 9 120 9 37 21 67 3 100 10 113 11 44 6 61 +15 mins. 28 86 13 127 5 32 18 55 6 90 13 109 13 50 10 73 +30 mins. 32 82 9 123 4 30 14 48 7 83 14 104 11 48 5 64 +45 mins. 35 81 8 124 6 34 15 55 5 96 21 122 9 35 8 52
Total Volume 119 336 39 494 24 133 68 225 21 369 58 448 44 177 29 250 % App. Total 24.1 68 7.9 10.7 59.1 30.2 4.7 82.4 12.9 17.6 70.8 11.6 PHF .850 .966 .750 .972 .667 .899 .810 .840 .750 .923 .690 .918 .846 .885 .725 .856 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_LBC_Long_3rd AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 3rd Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
3rd Street
Westbound
Long Beach Boulevard
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 34 18 52 1 66 7 74 11 38 0 49 0 0 0 0 175
07:15 AM 0 41 15 56 9 82 8 99 9 25 0 34 0 0 0 0 189
07:30 AM 0 44 14 58 6 59 9 74 7 40 0 47 0 0 0 0 179
07:45 AM 0 66 13 79 4 72 7 83 13 39 0 52 0 0 0 0 214
Total 0 185 60 245 20 279 31 330 40 142 0 182 0 0 0 0 757 08:00 AM 0 54 33 87 3 81 10 94 12 46 0 58 0 0 0 0 239
08:15 AM 0 57 20 77 1 66 7 74 9 45 0 54 0 0 0 0 205
08:30 AM 0 44 32 76 6 54 13 73 13 49 0 62 0 0 1 1 212
08:45 AM 0 39 23 62 6 80 8 94 22 51 0 73 0 0 0 0 229
Total 0 194 108 302 16 281 38 335 56 191 0 247 0 0 1 1 885 Grand Total 0 379 168 547 36 560 69 665 96 333 0 429 0 0 1 1 1642 Apprch % 0 69.3 30.7 5.4 84.2 10.4 22.4 77.6 0 0 0 100
Total % 0 23.1 10.2 33.3 2.2 34.1 4.2 40.5 5.8 20.3 0 26.1 0 0 0.1 0.1 Long Beach Boulevard
Southbound
3rd Street
Westbound
Long Beach Boulevard
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 54 33 87 3 81 10 94 12 46 0 58 0 0 0 0 239
08:15 AM 0 57 20 77 1 66 7 74 9 45 0 54 0 0 0 0 205
08:30 AM 0 44 32 76 6 54 13 73 13 49 0 62 0 0 1 1 212
08:45 AM 0 39 23 62 6 80 8 94 22 51 0 73 0 0 0 0 229
Total Volume 0 194 108 302 16 281 38 335 56 191 0 247 0 0 1 1 885 % App. Total 0 64.2 35.8 4.8 83.9 11.3 22.7 77.3 0 0 0 100 PHF .000 .851 .818 .868 .667 .867 .731 .891 .636 .936 .000 .846 .000 .000 .250 .250 .926 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_LBC_Long_3rd AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 3rd Street
Weather: Clear
Long Beach Boulevard
3rd Street
3rd Street
Long Beach Boulevard
Right
108
Thru
194
Left
0 Out In Total
229 302 531
Right
38 Thru
281
Left
16 Out Total In
0 335 335
Left
56 Thru
191
Right
0 Out In Total
211 247 458
Left
0 Thru
0 Right
1 Total Out In
445 1 446
Peak Hour Begins at 08:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 08:00 AM 07:45 AM
+0 mins. 0 66 13 79 9 82 8 99 12 46 0 58 0 0 0 0
+15 mins. 0 54 33 87 6 59 9 74 9 45 0 54 0 0 0 0
+30 mins. 0 57 20 77 4 72 7 83 13 49 0 62 0 0 0 0
+45 mins. 0 44 32 76 3 81 10 94 22 51 0 73 0 0 1 1
Total Volume 0 221 98 319 22 294 34 350 56 191 0 247 0 0 1 1 % App. Total 0 69.3 30.7 6.3 84 9.7 22.7 77.3 0 0 0 100 PHF .000 .837 .742 .917 .611 .896 .850 .884 .636 .936 .000 .846 .000 .000 .250 .250 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_LBC_Long_3rd PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 3rd Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
3rd Street
Westbound
Long Beach Boulevard
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 78 23 101 3 48 14 65 22 97 0 119 0 0 0 0 285 04:15 PM 0 73 22 95 3 51 16 70 19 86 0 105 0 0 0 0 270
04:30 PM 0 71 16 87 2 39 21 62 21 88 0 109 0 0 0 0 258
04:45 PM 0 67 28 95 0 52 19 71 9 100 0 109 0 0 0 0 275
Total 0 289 89 378 8 190 70 268 71 371 0 442 0 0 0 0 1088 05:00 PM 0 62 20 82 3 60 15 78 24 91 0 115 0 0 0 0 275
05:15 PM 0 62 22 84 2 58 11 71 23 75 0 98 0 0 0 0 253
05:30 PM 0 69 21 90 2 53 10 65 18 69 0 87 0 0 0 0 242
05:45 PM 0 63 29 92 5 42 9 56 22 74 0 96 0 0 0 0 244
Total 0 256 92 348 12 213 45 270 87 309 0 396 0 0 0 0 1014 Grand Total 0 545 181 726 20 403 115 538 158 680 0 838 0 0 0 0 2102 Apprch % 0 75.1 24.9 3.7 74.9 21.4 18.9 81.1 0 0 0 0
Total % 0 25.9 8.6 34.5 1 19.2 5.5 25.6 7.5 32.4 0 39.9 0 0 0 0 Long Beach Boulevard
Southbound
3rd Street
Westbound
Long Beach Boulevard
Northbound
3rd Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 78 23 101 3 48 14 65 22 97 0 119 0 0 0 0 285 04:15 PM 0 73 22 95 3 51 16 70 19 86 0 105 0 0 0 0 270
04:30 PM 0 71 16 87 2 39 21 62 21 88 0 109 0 0 0 0 258
04:45 PM 0 67 28 95 0 52 19 71 9 100 0 109 0 0 0 0 275
Total Volume 0 289 89 378 8 190 70 268 71 371 0 442 0 0 0 0 1088 % App. Total 0 76.5 23.5 3 70.9 26.1 16.1 83.9 0 0 0 0
PHF .000 .926 .795 .936 .667 .913 .833 .944 .807 .928 .000 .929 .000 .000 .000 .000 .954 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 18_LBC_Long_3rd PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 3rd Street
Weather: Clear
Long Beach Boulevard
3rd Street
3rd Street
Long Beach Boulevard
Right
89 Thru
289
Left
0 Out In Total
441 378 819
Right
70 Thru
190
Left
8 Out Total In
0 268 268
Left
71 Thru
371
Right
0 Out In Total
297 442 739
Left
0 Thru
0 Right
0 Total Out In
350 0 350
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:00 PM 04:00 PM
+0 mins. 0 78 23 101 0 52 19 71 22 97 0 119 0 0 0 0
+15 mins. 0 73 22 95 3 60 15 78 19 86 0 105 0 0 0 0
+30 mins. 0 71 16 87 2 58 11 71 21 88 0 109 0 0 0 0
+45 mins. 0 67 28 95 2 53 10 65 9 100 0 109 0 0 0 0
Total Volume 0 289 89 378 7 223 55 285 71 371 0 442 0 0 0 0 % App. Total 0 76.5 23.5 2.5 78.2 19.3 16.1 83.9 0 0 0 0 PHF .000 .926 .795 .936 .583 .929 .724 .913 .807 .928 .000 .929 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_LBC_Long_Broad AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: Broadway
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
Broadway
Westbound
Long Beach Boulevard
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 27 0 32 0 0 0 0 0 37 3 40 13 37 13 63 135
07:15 AM 6 38 0 44 0 0 0 0 0 25 4 29 9 25 19 53 126
07:30 AM 6 36 0 42 1 0 0 1 0 34 3 37 10 25 17 52 132
07:45 AM 11 57 0 68 0 0 0 0 0 35 3 38 16 36 24 76 182
Total 28 158 0 186 1 0 0 1 0 131 13 144 48 123 73 244 575 08:00 AM 4 51 0 55 0 0 0 0 0 42 0 42 16 40 13 69 166
08:15 AM 6 52 0 58 1 0 0 1 0 38 4 42 14 29 14 57 158
08:30 AM 10 39 0 49 0 0 0 0 0 50 2 52 14 40 7 61 162
08:45 AM 9 36 0 45 0 0 0 0 0 46 1 47 22 35 13 70 162
Total 29 178 0 207 1 0 0 1 0 176 7 183 66 144 47 257 648 Grand Total 57 336 0 393 2 0 0 2 0 307 20 327 114 267 120 501 1223 Apprch % 14.5 85.5 0 100 0 0 0 93.9 6.1 22.8 53.3 24
Total % 4.7 27.5 0 32.1 0.2 0 0 0.2 0 25.1 1.6 26.7 9.3 21.8 9.8 41 Long Beach Boulevard
Southbound
Broadway
Westbound
Long Beach Boulevard
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 11 57 0 68 0 0 0 0 0 35 3 38 16 36 24 76 182
08:00 AM 4 51 0 55 0 0 0 0 0 42 0 42 16 40 13 69 166
08:15 AM 6 52 0 58 1 0 0 1 0 38 4 42 14 29 14 57 158
08:30 AM 10 39 0 49 0 0 0 0 0 50 2 52 14 40 7 61 162
Total Volume 31 199 0 230 1 0 0 1 0 165 9 174 60 145 58 263 668 % App. Total 13.5 86.5 0 100 0 0 0 94.8 5.2 22.8 55.1 22.1 PHF .705 .873 .000 .846 .250 .000 .000 .250 .000 .825 .563 .837 .938 .906 .604 .865 .918 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_LBC_Long_Broad AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: Broadway
Weather: Clear
Long Beach Boulevard
Broadway
Broadway
Long Beach Boulevard
Right
0 Thru
199
Left
31 Out In Total
225 230 455
Right
0 Thru
0 Left
1 Out Total In
185 1 186
Left
0 Thru
165
Right
9 Out In Total
258 174 432
Left
60 Thru
145
Right
58 Total Out In
0 263 263
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:30 AM 08:00 AM 07:45 AM
+0 mins. 11 57 0 68 1 0 0 1 0 42 0 42 16 36 24 76
+15 mins. 4 51 0 55 0 0 0 0 0 38 4 42 16 40 13 69
+30 mins. 6 52 0 58 0 0 0 0 0 50 2 52 14 29 14 57
+45 mins. 10 39 0 49 1 0 0 1 0 46 1 47 14 40 7 61
Total Volume 31 199 0 230 2 0 0 2 0 176 7 183 60 145 58 263 % App. Total 13.5 86.5 0 100 0 0 0 96.2 3.8 22.8 55.1 22.1 PHF .705 .873 .000 .846 .500 .000 .000 .500 .000 .880 .438 .880 .938 .906 .604 .865 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_LBC_Long_Broad PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: Broadway
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
Broadway
Westbound
Long Beach Boulevard
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 22 64 0 86 0 0 0 0 0 87 6 93 32 100 10 142 321 04:15 PM 24 56 0 80 0 0 0 0 0 79 10 89 24 84 8 116 285
04:30 PM 22 58 0 80 0 0 0 0 0 73 17 90 33 107 12 152 322 04:45 PM 22 48 0 70 0 0 0 0 0 70 6 76 37 116 7 160 306
Total 90 226 0 316 0 0 0 0 0 309 39 348 126 407 37 570 1234 05:00 PM 28 52 0 80 0 0 0 0 0 73 12 85 39 112 13 164 329 05:15 PM 18 45 0 63 0 0 0 0 0 64 13 77 33 127 12 172 312 05:30 PM 27 47 0 74 0 0 0 0 0 56 9 65 24 101 13 138 277 05:45 PM 25 43 0 68 0 0 0 0 0 60 12 72 36 78 9 123 263
Total 98 187 0 285 0 0 0 0 0 253 46 299 132 418 47 597 1181 Grand Total 188 413 0 601 0 0 0 0 0 562 85 647 258 825 84 1167 2415 Apprch % 31.3 68.7 0 0 0 0 0 86.9 13.1 22.1 70.7 7.2
Total % 7.8 17.1 0 24.9 0 0 0 0 0 23.3 3.5 26.8 10.7 34.2 3.5 48.3 Long Beach Boulevard
Southbound
Broadway
Westbound
Long Beach Boulevard
Northbound
Broadway
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 22 58 0 80 0 0 0 0 0 73 17 90 33 107 12 152 322 04:45 PM 22 48 0 70 0 0 0 0 0 70 6 76 37 116 7 160 306
05:00 PM 28 52 0 80 0 0 0 0 0 73 12 85 39 112 13 164 329 05:15 PM 18 45 0 63 0 0 0 0 0 64 13 77 33 127 12 172 312 Total Volume 90 203 0 293 0 0 0 0 0 280 48 328 142 462 44 648 1269 % App. Total 30.7 69.3 0 0 0 0 0 85.4 14.6 21.9 71.3 6.8 PHF .804 .875 .000 .916 .000 .000 .000 .000 .000 .959 .706 .911 .910 .909 .846 .942 .964 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 19_LBC_Long_Broad PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: Broadway
Weather: Clear
Long Beach Boulevard
Broadway
Broadway
Long Beach Boulevard
Right
0 Thru
203
Left
90 Out In Total
422 293 715
Right
0 Thru
0 Left
0 Out Total In
600 0 600
Left
0 Thru
280
Right
48 Out In Total
247 328 575
Left
142
Thru
462
Right
44 Total Out In
0 648 648
Peak Hour Begins at 04:30 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:30 PM
+0 mins. 22 64 0 86 0 0 0 0 0 87 6 93 33 107 12 152
+15 mins. 24 56 0 80 0 0 0 0 0 79 10 89 37 116 7 160
+30 mins. 22 58 0 80 0 0 0 0 0 73 17 90 39 112 13 164
+45 mins. 22 48 0 70 0 0 0 0 0 70 6 76 33 127 12 172
Total Volume 90 226 0 316 0 0 0 0 0 309 39 348 142 462 44 648 % App. Total 28.5 71.5 0 0 0 0 0 88.8 11.2 21.9 71.3 6.8 PHF .938 .883 .000 .919 .000 .000 .000 .000 .000 .888 .574 .935 .910 .909 .846 .942 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_LBC_Long_1st AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 1st Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
1st Street
Westbound
Long Beach Boulevard
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 4 36 7 47 0 0 8 8 2 27 5 34 5 0 3 8 97
07:15 AM 10 38 9 57 5 2 3 10 1 21 6 28 3 1 4 8 103
07:30 AM 14 35 7 56 3 1 8 12 1 25 4 30 4 0 3 7 105
07:45 AM 14 61 5 80 8 2 2 12 1 32 11 44 3 3 3 9 145
Total 42 170 28 240 16 5 21 42 5 105 26 136 15 4 13 32 450 08:00 AM 5 59 5 69 5 2 4 11 3 32 8 43 4 0 3 7 130
08:15 AM 11 46 11 68 6 4 4 14 0 33 12 45 3 0 3 6 133
08:30 AM 4 37 6 47 7 1 8 16 2 41 15 58 4 4 2 10 131
08:45 AM 8 36 4 48 6 2 6 14 4 40 11 55 3 0 3 6 123
Total 28 178 26 232 24 9 22 55 9 146 46 201 14 4 11 29 517 Grand Total 70 348 54 472 40 14 43 97 14 251 72 337 29 8 24 61 967 Apprch % 14.8 73.7 11.4 41.2 14.4 44.3 4.2 74.5 21.4 47.5 13.1 39.3 Total % 7.2 36 5.6 48.8 4.1 1.4 4.4 10 1.4 26 7.4 34.9 3 0.8 2.5 6.3 Long Beach Boulevard
Southbound
1st Street
Westbound
Long Beach Boulevard
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 14 61 5 80 8 2 2 12 1 32 11 44 3 3 3 9 145
08:00 AM 5 59 5 69 5 2 4 11 3 32 8 43 4 0 3 7 130
08:15 AM 11 46 11 68 6 4 4 14 0 33 12 45 3 0 3 6 133
08:30 AM 4 37 6 47 7 1 8 16 2 41 15 58 4 4 2 10 131
Total Volume 34 203 27 264 26 9 18 53 6 138 46 190 14 7 11 32 539 % App. Total 12.9 76.9 10.2 49.1 17 34 3.2 72.6 24.2 43.8 21.9 34.4 PHF .607 .832 .614 .825 .813 .563 .563 .828 .500 .841 .767 .819 .875 .438 .917 .800 .929 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_LBC_Long_1st AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 1st Street
Weather: Clear
Long Beach Boulevard
1st Street
1st Street
Long Beach Boulevard
Right
27 Thru
203
Left
34 Out In Total
170 264 434
Right
18 Thru
9 Left
26 Out Total In
87 53 140
Left
6 Thru
138
Right
46 Out In Total
240 190 430
Left
14 Thru
7 Right
11 Total Out In
42 32 74
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 08:00 AM 07:00 AM
+0 mins. 14 35 7 56 5 2 4 11 3 32 8 43 5 0 3 8
+15 mins. 14 61 5 80 6 4 4 14 0 33 12 45 3 1 4 8
+30 mins. 5 59 5 69 7 1 8 16 2 41 15 58 4 0 3 7
+45 mins. 11 46 11 68 6 2 6 14 4 40 11 55 3 3 3 9
Total Volume 44 201 28 273 24 9 22 55 9 146 46 201 15 4 13 32 % App. Total 16.1 73.6 10.3 43.6 16.4 40 4.5 72.6 22.9 46.9 12.5 40.6 PHF .786 .824 .636 .853 .857 .563 .688 .859 .563 .890 .767 .866 .750 .333 .813 .889 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_LBC_Long_1st PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: 1st Street
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
1st Street
Westbound
Long Beach Boulevard
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 64 8 77 5 1 14 20 1 75 10 86 6 0 3 9 192
04:15 PM 4 57 8 69 6 2 7 15 2 75 4 81 3 1 2 6 171
04:30 PM 8 64 7 79 3 1 20 24 2 69 6 77 3 1 3 7 187
04:45 PM 2 50 4 56 0 1 11 12 1 61 8 70 4 2 4 10 148
Total 19 235 27 281 14 5 52 71 6 280 28 314 16 4 12 32 698 05:00 PM 8 57 10 75 6 2 10 18 1 68 11 80 4 2 3 9 182
05:15 PM 3 46 5 54 9 2 10 21 1 62 10 73 5 1 2 8 156
05:30 PM 9 43 7 59 4 1 6 11 3 57 5 65 4 2 2 8 143
05:45 PM 2 41 8 51 3 1 16 20 1 51 8 60 4 1 4 9 140
Total 22 187 30 239 22 6 42 70 6 238 34 278 17 6 11 34 621 Grand Total 41 422 57 520 36 11 94 141 12 518 62 592 33 10 23 66 1319 Apprch % 7.9 81.2 11 25.5 7.8 66.7 2 87.5 10.5 50 15.2 34.8 Total % 3.1 32 4.3 39.4 2.7 0.8 7.1 10.7 0.9 39.3 4.7 44.9 2.5 0.8 1.7 5 Long Beach Boulevard
Southbound
1st Street
Westbound
Long Beach Boulevard
Northbound
1st Street
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 5 64 8 77 5 1 14 20 1 75 10 86 6 0 3 9 192
04:15 PM 4 57 8 69 6 2 7 15 2 75 4 81 3 1 2 6 171
04:30 PM 8 64 7 79 3 1 20 24 2 69 6 77 3 1 3 7 187
04:45 PM 2 50 4 56 0 1 11 12 1 61 8 70 4 2 4 10 148
Total Volume 19 235 27 281 14 5 52 71 6 280 28 314 16 4 12 32 698 % App. Total 6.8 83.6 9.6 19.7 7 73.2 1.9 89.2 8.9 50 12.5 37.5 PHF .594 .918 .844 .889 .583 .625 .650 .740 .750 .933 .700 .913 .667 .500 .750 .800 .909 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 20_LBC_Long_1st PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: 1st Street
Weather: Clear
Long Beach Boulevard
1st Street
1st Street
Long Beach Boulevard
Right
27 Thru
235
Left
19 Out In Total
348 281 629
Right
52 Thru
5 Left
14 Out Total In
51 71 122
Left
6 Thru
280
Right
28 Out In Total
261 314 575
Left
16 Thru
4 Right
12 Total Out In
38 32 70
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:30 PM 04:00 PM 04:45 PM
+0 mins. 5 64 8 77 3 1 20 24 1 75 10 86 4 2 4 10
+15 mins. 4 57 8 69 0 1 11 12 2 75 4 81 4 2 3 9
+30 mins. 8 64 7 79 6 2 10 18 2 69 6 77 5 1 2 8
+45 mins. 2 50 4 56 9 2 10 21 1 61 8 70 4 2 2 8
Total Volume 19 235 27 281 18 6 51 75 6 280 28 314 17 7 11 35 % App. Total 6.8 83.6 9.6 24 8 68 1.9 89.2 8.9 48.6 20 31.4 PHF .594 .918 .844 .889 .500 .750 .638 .781 .750 .933 .700 .913 .850 .875 .688 .875 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_LBC_Long_Ocean AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: Ocean Boulevard
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
Ocean Boulevard
Westbound
Ocean Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 16 21 37 354 20 374 17 95 112 523
07:15 AM 12 34 46 426 16 442 15 103 118 606
07:30 AM 11 29 40 416 23 439 9 117 126 605
07:45 AM 24 39 63 396 25 421 29 125 154 638
Total 63 123 186 1592 84 1676 70 440 510 2372
08:00 AM 12 42 54 325 21 346 27 108 135 535
08:15 AM 18 33 51 349 21 370 34 115 149 570
08:30 AM 13 30 43 335 32 367 29 142 171 581
08:45 AM 14 23 37 266 28 294 31 120 151 482
Total 57 128 185 1275 102 1377 121 485 606 2168
Grand Total 120 251 371 2867 186 3053 191 925 1116 4540 Apprch % 32.3 67.7 93.9 6.1 17.1 82.9
Total % 2.6 5.5 8.2 63.1 4.1 67.2 4.2 20.4 24.6
Long Beach Boulevard
Southbound
Ocean Boulevard
Westbound
Ocean Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 34 46 426 16 442 15 103 118 606
07:30 AM 11 29 40 416 23 439 9 117 126 605
07:45 AM 24 39 63 396 25 421 29 125 154 638
08:00 AM 12 42 54 325 21 346 27 108 135 535
Total Volume 59 144 203 1563 85 1648 80 453 533 2384
% App. Total 29.1 70.9 94.8 5.2 15 85
PHF .615 .857 .806 .917 .850 .932 .690 .906 .865 .934
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_LBC_Long_Ocean AM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: Ocean Boulevard
Weather: Clear
Long Beach Boulevard
Ocean Boulevard
Ocean Boulevard
Right
144
Left
59 Out In Total
165 203 368
Right
85 Thru
1563
Out Total In
512 1648 2160
Left
80 Thru
453
Total Out In
1707 533 2240
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:00 AM 07:45 AM
+0 mins. 24 39 63 354 20 374 29 125 154
+15 mins. 12 42 54 426 16 442 27 108 135
+30 mins. 18 33 51 416 23 439 34 115 149
+45 mins. 13 30 43 396 25 421 29 142 171
Total Volume 67 144 211 1592 84 1676 119 490 609
% App. Total 31.8 68.2 95 5 19.5 80.5
PHF .698 .857 .837 .934 .840 .948 .875 .863 .890
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_LBC_Long_Ocean PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 1
City of Long Beach
N/S: Long Beach Boulevard
E/W: Ocean Boulevard
Weather: Clear
Groups Printed- Total Volume
Long Beach Boulevard
Southbound
Ocean Boulevard
Westbound
Ocean Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 34 46 80 271 37 308 49 314 363 751
04:15 PM 25 44 69 225 32 257 50 344 394 720
04:30 PM 24 47 71 220 33 253 44 370 414 738
04:45 PM 30 35 65 251 27 278 41 366 407 750
Total 113 172 285 967 129 1096 184 1394 1578 2959
05:00 PM 32 45 77 245 39 284 40 421 461 822
05:15 PM 37 34 71 203 20 223 41 350 391 685
05:30 PM 23 28 51 264 26 290 33 309 342 683
05:45 PM 24 25 49 216 29 245 31 351 382 676
Total 116 132 248 928 114 1042 145 1431 1576 2866
Grand Total 229 304 533 1895 243 2138 329 2825 3154 5825 Apprch % 43 57 88.6 11.4 10.4 89.6
Total % 3.9 5.2 9.2 32.5 4.2 36.7 5.6 48.5 54.1
Long Beach Boulevard
Southbound
Ocean Boulevard
Westbound
Ocean Boulevard
Eastbound
Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 25 44 69 225 32 257 50 344 394 720
04:30 PM 24 47 71 220 33 253 44 370 414 738
04:45 PM 30 35 65 251 27 278 41 366 407 750
05:00 PM 32 45 77 245 39 284 40 421 461 822
Total Volume 111 171 282 941 131 1072 175 1501 1676 3030 % App. Total 39.4 60.6 87.8 12.2 10.4 89.6
PHF .867 .910 .916 .937 .840 .944 .875 .891 .909 .922
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
File Name : 21_LBC_Long_Ocean PM
Site Code : 00322562
Start Date : 6/9/2022
Page No : 2
City of Long Beach
N/S: Long Beach Boulevard
E/W: Ocean Boulevard
Weather: Clear
Long Beach Boulevard
Ocean Boulevard
Ocean Boulevard
Right
171
Left
111
Out In Total
306 282 588
Right
131
Thru
941
Out Total In
1612 1072 2684
Left
175 1501
Thru
Total Out In
1112 1676 2788
Peak Hour Begins at 04:15 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:15 PM
+0 mins. 34 46 80 271 37 308 50 344 394
+15 mins. 25 44 69 225 32 257 44 370 414
+30 mins. 24 47 71 220 33 253 41 366 407
+45 mins. 30 35 65 251 27 278 40 421 461
Total Volume 113 172 285 967 129 1096 175 1501 1676
% App. Total 39.6 60.4 88.2 11.8 10.4 89.6
PHF .831 .915 .891 .892 .872 .890 .875 .891 .909
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX C

EXISTING LOS WORKSHEETS
HCM 6th Signalized Intersection Summary
1: Pine Ave & W 8th St/E 8th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 33 7 0 33 8 4 50 6 8 39 9
Future Volume (veh/h) 0 33 7 0 33 8 4 50 6 8 39 9
Initial Q (Qb), veh 000000000000
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 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 36 8 0 36 9 4 54 7 9 42 10
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 022022222222
Cap, veh/h 0 810 180 0 790 197 535 558 72 527 502 120
Arrive On Green 0.00 0.55 0.55 0.00 0.55 0.55 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 0 1482 329 0 1444 361 1352 1622 210 1341 1460 348 Grp Volume(v), veh/h 0 0 44 0 0 45 4 0 61 9 0 52
Grp Sat Flow(s),veh/h/ln 0 0 1811 0 0 1805 1352 0 1833 1341 0 1808 Q Serve(g_s), s 0.0 0.0 0.8 0.0 0.0 0.9 0.2 0.0 1.7 0.3 0.0 1.5 Cycle Q Clear(g_c), s 0.0 0.0 0.8 0.0 0.0 0.9 1.6 0.0 1.7 2.0 0.0 1.5 Prop In Lane 0.00 0.18 0.00 0.20 1.00 0.11 1.00 0.19
Lane Grp Cap(c), veh/h 0 0 990 0 0 987 535 0 630 527 0 622 V/C Ratio(X) 0.00 0.00 0.04 0.00 0.00 0.05 0.01 0.00 0.10 0.02 0.00 0.08 Avail Cap(c_a), veh/h 0 0 990 0 0 987 535 0 630 527 0 622 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) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 7.9 0.0 0.0 7.9 17.2 0.0 16.7 17.4 0.0 16.6 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.3 0.1 0.0 0.3 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 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.7 0.1 0.0 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 8.0 0.0 0.0 8.0 17.2 0.0 17.0 17.4 0.0 16.9 LnGrp LOS AAAAAABABBAB
Approach Vol, veh/h 44 45 65 61
Approach Delay, s/veh 8.0 8.0 17.0 17.0
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 45.0 30.0 45.0 30.0
Change Period (Y+Rc), s 4.0 * 4.2 4.0 * 4.2
Max Green Setting (Gmax), s 41.0 * 26 41.0 * 26
Max Q Clear Time (g_c+I1), s 2.8 4.0 2.9 3.7
Green Ext Time (p_c), s 0.3 0.2 0.3 0.2
Intersection Summary
HCM 6th Ctrl Delay 13.3
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
2: Pine Ave & W 7th St/E 7th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 19 856 63 34 34 0 0 38 20
Future Volume (veh/h) 0 0 0 19 856 63 34 34 0 0 38 20
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 21 930 68 37 37 0 0 41 22
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 56 2638 199 524 643 0 0 394 211
Arrive On Green 0.54 0.54 0.54 0.34 0.34 0.00 0.00 0.34 0.34 Sat Flow, veh/h 104 4897 370 1339 1870 0 0 1145 615
Grp Volume(v), veh/h 376 312 332 37 37 0 0 0 63
Grp Sat Flow(s),veh/h/ln 1865 1702 1804 1339 1870 0 0 0 1760 Q Serve(g_s), s 8.7 7.8 7.8 1.5 1.0 0.0 0.0 0.0 1.8
Cycle Q Clear(g_c), s 8.7 7.8 7.8 3.3 1.0 0.0 0.0 0.0 1.8 Prop In Lane 0.06 0.21 1.00 0.00 0.00 0.35
Lane Grp Cap(c), veh/h 1005 917 972 524 643 0 0 0 605
V/C Ratio(X) 0.37 0.34 0.34 0.07 0.06 0.00 0.00 0.00 0.10 Avail Cap(c_a), veh/h 1005 917 972 524 643 0 0 0 605
HCM Platoon Ratio 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 1.00 0.00 0.00 0.00 1.00 Uniform Delay (d), s/veh 10.0 9.8 9.8 17.9 16.5 0.0 0.0 0.0 16.7 Incr Delay (d2), s/veh 1.1 1.0 1.0 0.3 0.2 0.0 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 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 2.8 3.0 0.5 0.4 0.0 0.0 0.0 0.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.1 10.8 10.7 18.1 16.6 0.0 0.0 0.0 17.1 LnGrp LOS BBBBBAAAB
Approach Vol, veh/h 1019 74 63
Approach Delay, s/veh 10.9 17.4 17.1
Approach LOS B B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 40.4 * 26 * 26
Max Q Clear Time (g_c+I1), s 10.7 5.3 3.8
Green Ext Time (p_c), s 10.5 0.3 0.3
Intersection Summary
HCM 6th Ctrl Delay 11.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
3: Pine Ave & W 6th St/E 6th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 21 485 43 0 0 0 0 42 12 24 60 0
Future Volume (veh/h) 21 485 43 0 0 0 0 42 12 24 60 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 23 527 47 0 46 13 26 65 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 107 2585 236 0 486 137 532 648 0
Arrive On Green 0.55 0.55 0.55 0.00 0.35 0.35 0.35 0.35 0.00 Sat Flow, veh/h 195 4728 432 0 1403 396 1344 1870 0
Grp Volume(v), veh/h 220 182 195 0 0 59 26 65 0
Grp Sat Flow(s),veh/h/ln1861 1702 1793 0 0 1799 1344 1870 0 Q Serve(g_s), s 4.5 4.1 4.1 0.0 0.0 1.7 1.0 1.8 0.0
Cycle Q Clear(g_c), s 4.5 4.1 4.1 0.0 0.0 1.7 2.7 1.8 0.0 Prop In Lane 0.10 0.24 0.00 0.22 1.00 0.00
Lane Grp Cap(c), veh/h 1017 930 980 0 0 624 532 648 0
V/C Ratio(X) 0.22 0.20 0.20 0.00 0.00 0.09 0.05 0.10 0.00 Avail Cap(c_a), veh/h 1017 930 980 0 0 624 532 648 0
HCM Platoon Ratio 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 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 8.7 8.6 8.6 0.0 0.0 16.5 17.4 16.6 0.0 Incr Delay (d2), s/veh 0.5 0.5 0.5 0.0 0.0 0.3 0.2 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 1.5 1.6 0.0 0.0 0.7 0.3 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.2 9.1 9.1 0.0 0.0 16.9 17.6 16.9 0.0 LnGrp LOS A A A AABBBA
Approach Vol, veh/h 597 59 91
Approach Delay, s/veh 9.1 16.9 17.1
Approach LOS A B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green Setting (Gmax), s 41.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 6.5 4.7 3.7
Green Ext Time (p_c), s 5.7 0.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 10.7
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
4: Pine Ave & W 5th St/E 5th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 3 22 8 1 17 21 1 28 3 24 63 20
Future Volume (vph) 3 22 8 1 17 21 1 28 3 24 63 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.97 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 0.98 1.00 Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.96
Flt Protected 0.99 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1851 1539 1857 1539 1741 1831 1739 1778 Flt Permitted 0.99 1.00 1.00 1.00 0.70 1.00 0.74 1.00
Satd. Flow (perm) 1843 1539 1855 1539 1281 1831 1347 1778 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 3 24 9 1 18 23 1 30 3 26 68 22
RTOR Reduction (vph) 0 0 4 0 0 9 0 2 0 0 15 0
Lane Group Flow (vph) 0 27 5 0 19 14 1 31 0 26 75 0
Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2 2 6 6 8 4
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 1125 939 1132 939 355 507 373 493
v/s Ratio Prot 0.02 c0.04
v/s Ratio Perm c0.01 0.00 0.01 0.01 0.00 0.02
v/c Ratio 0.02 0.01 0.02 0.01 0.00 0.06 0.07 0.15
Uniform Delay, d1 5.8 5.7 5.7 5.7 19.6 19.9 20.0 20.4
Progression Factor 1.00 1.00 1.00 1.00 0.69 0.66 0.83 0.78 Incremental Delay, d2 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.6
Delay (s) 5.8 5.7 5.7 5.7 13.5 13.3 16.9 16.5
Level of Service A A AABB BB
Approach Delay (s) 5.8 5.7 13.3 16.6
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay 12.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.07
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5: Pine Ave & W 4th St/E 4th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 86 13 14 79 14 4 24 37 18 45 8
Future Volume (vph) 2 86 13 14 79 14 4 24 37 18 45 8
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.98 1.00 0.91 1.00 0.98
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1826 1770 1821 1770 1693 1770 1819 Flt Permitted 0.69 1.00 0.69 1.00 0.72 1.00 0.71 1.00
Satd. Flow (perm) 1288 1826 1281 1821 1340 1693 1330 1819 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 93 14 15 86 15 4 26 40 20 49 9
RTOR Reduction (vph) 0 4 0 0 4 0 0 29 0 0 7 0
Lane Group Flow (vph) 2 103 0 15 97 0 4 37 0 20 51 0
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2684
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 786 1115 782 1112 371 469 368 504
v/s Ratio Prot c0.06 0.05 0.02 c0.03
v/s Ratio Perm 0.00 0.01 0.00 0.02
v/c Ratio 0.00 0.09 0.02 0.09 0.01 0.08 0.05 0.10
Uniform Delay, d1 5.7 6.0 5.8 6.0 19.6 20.0 19.9 20.2
Progression Factor 1.00 1.00 1.00 1.00 1.78 2.33 0.64 0.59 Incremental Delay, d2 0.0 0.2 0.0 0.0 0.1 0.3 0.3 0.4
Delay (s) 5.7 6.2 5.8 6.0 35.1 46.9 13.0 12.3
Level of Service A A A A D D B B
Approach Delay (s) 6.2 6.0 46.2 12.5
Approach LOS A A D B
Intersection Summary
HCM 2000 Control Delay 15.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.10
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 32.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: Pine Ave & W 3rd St/E 3rd St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 6 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 34 327 29 19 34 0 0 53 21
Future Volume (veh/h) 0 0 0 34 327 29 19 34 0 0 53 21
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 37 355 32 21 37 0 0 58 23
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 960 1777 159 525 648 0 0 648 549
Arrive On Green 0.18 0.18 0.18 0.35 0.35 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1781 3298 296 1317 1870 0 0 1870 1585
Grp Volume(v), veh/h 37 190 197 21 37 0 0 58 23
Grp Sat Flow(s),veh/h/ln 1781 1777 1817 1317 1870 0 0 1870 1585 Q Serve(g_s), s 1.3 6.8 6.9 0.8 1.0 0.0 0.0 1.6 0.7
Cycle Q Clear(g_c), s 1.3 6.8 6.9 2.4 1.0 0.0 0.0 1.6 0.7 Prop In Lane 1.00 0.16 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 960 957 979 525 648 0 0 648 549
V/C Ratio(X) 0.04 0.20 0.20 0.04 0.06 0.00 0.00 0.09 0.04 Avail Cap(c_a), veh/h 960 957 979 525 648 0 0 648 549
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 14.8 17.0 17.1 17.3 16.3 0.0 0.0 16.5 16.2 Incr Delay (d2), s/veh 0.1 0.5 0.5 0.1 0.2 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 0.5 2.9 3.0 0.3 0.4 0.0 0.0 0.7 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.8 17.5 17.5 17.5 16.5 0.0 0.0 16.8 16.4 LnGrp LOS BBBBBAABB
Approach Vol, veh/h 424 58 81
Approach Delay, s/veh 17.3 16.8 16.7
Approach LOS B B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 40.4 26.0 26.0
Max Q Clear Time (g_c+I1), s 8.9 4.4 3.6
Green Ext Time (p_c), s 3.7 0.2 0.4
Intersection Summary
HCM 6th Ctrl Delay 17.2
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
7: Pine Ave & W Broadway/E Broadway 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 19 227 25 0 0 0 0 37 14 34 53 0
Future Volume (veh/h) 19 227 25 0 0 0 0 37 14 34 53 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 21 247 27 0 40 15 37 58 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 841 1526 165 0 411 154 571 773 0
Arrive On Green 0.47 0.47 0.47 0.00 0.32 0.32 0.04 0.41 0.00 Sat Flow, veh/h 1781 3234 350 0 1297 486 1781 1870 0
Grp Volume(v), veh/h 21 135 139 0 0 55 37 58 0
Grp Sat Flow(s),veh/h/ln1781 1777 1807 0 0 1783 1781 1870 0 Q Serve(g_s), s 0.5 3.2 3.3 0.0 0.0 1.6 1.0 1.4 0.0
Cycle Q Clear(g_c), s 0.5 3.2 3.3 0.0 0.0 1.6 1.0 1.4 0.0 Prop In Lane 1.00 0.19 0.00 0.27 1.00 0.00
Lane Grp Cap(c), veh/h 841 839 853 0 0 565 571 773 0
V/C Ratio(X) 0.02 0.16 0.16 0.00 0.00 0.10 0.06 0.08 0.00 Avail Cap(c_a), veh/h 841 839 853 0 0 565 637 773 0
HCM Platoon Ratio 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 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 10.6 11.3 11.3 0.0 0.0 18.0 14.5 13.3 0.0 Incr Delay (d2), s/veh 0.1 0.4 0.4 0.0 0.0 0.3 0.0 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.2 1.3 1.3 0.0 0.0 0.7 0.4 0.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.6 11.7 11.7 0.0 0.0 18.4 14.5 13.5 0.0 LnGrp LOS B B B AABBBA
Approach Vol, veh/h 295 55 95
Approach Delay, s/veh 11.7 18.4 13.9
Approach LOS B B B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 40.0 35.0 7.2 27.8
Change Period (Y+Rc), s 4.6 4.0 4.0 4.0
Max Green Setting (Gmax), s 35.4 31.0 6.0 21.0
Max Q Clear Time (g_c+I1), s 5.3 3.4 3.0 3.6
Green Ext Time (p_c), s 2.5 0.2 0.0 0.2
Intersection Summary
HCM 6th Ctrl Delay 13.0
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
8: Pine Ave & W 1st St/E 1st St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 25 2 0 38 2 2 50 0 0 67 9
Future Volume (vph) 0 25 2 0 38 2 2 50 0 0 67 9
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00
Frt 0.99 0.99 1.00 0.98
Flt Protected 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1845 1851 1859 1832
Flt Permitted 1.00 1.00 0.99 1.00
Satd. Flow (perm) 1845 1851 1851 1832
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 27 2 0 41 2 2 54 0 0 73 10
RTOR Reduction (vph) 010010000050
Lane Group Flow (vph) 0 28 0 0 42 0 0 56 0 0 78 0
Turn Type NA NA Perm NA NA
Protected Phases 2684
Permitted Phases 8 4
Actuated Green, G (s) 15.5 15.5 15.5 15.5
Effective Green, g (s) 15.5 15.5 15.5 15.5
Actuated g/C Ratio 0.39 0.39 0.39 0.39
Clearance Time (s) 4.5 4.5 4.5 4.5
Vehicle Extension (s) 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 714 717 717 709
v/s Ratio Prot 0.02 c0.02 c0.04
v/s Ratio Perm 0.03
v/c Ratio 0.04 0.06 0.08 0.11
Uniform Delay, d1 7.6 7.7 7.7 7.8
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.0 0.2 0.3
Delay (s) 7.7 7.7 7.9 8.2
Level of Service AAAA
Approach Delay (s) 7.7 7.7 7.9 8.2
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 8.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.10
Actuated Cycle Length (s) 40.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 24.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Pine Ave & W Ocean Blvd/E Ocean Blvd 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 9 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 462 31 57 1504 50 33 19 50 28 12 37 Future Volume (veh/h) 13 462 31 57 1504 50 33 19 50 28 12 37 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 14 502 34 62 1635 54 36 21 54 30 13 40 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 247 3656 245 736 3905 1212 134 202 171 97 27 79 Arrive On Green 0.01 0.75 0.75 0.02 0.51 0.51 0.02 0.11 0.11 0.05 0.05 0.05 Sat Flow, veh/h 1781 4887 328 1781 5106 1585 1781 1870 1585 934 552 1585 Grp Volume(v), veh/h 14 348 188 62 1635 54 36 21 54 43 0 40 Grp Sat Flow(s),veh/h/ln1781 1702 1811 1781 1702 1585 1781 1870 1585 1486 0 1585 Q Serve(g_s), s 0.2 3.4 3.5 1.0 23.9 2.0 2.2 1.2 3.8 2.9 0.0 3.0 Cycle Q Clear(g_c), s 0.2 3.4 3.5 1.0 23.9 2.0 2.2 1.2 3.8 3.3 0.0 3.0 Prop In Lane 1.00 0.18 1.00 1.00 1.00 1.00 0.70 1.00
Lane Grp Cap(c), veh/h 247 2546 1355 736 3905 1212 134 202 171 125 0 79 V/C Ratio(X) 0.06 0.14 0.14 0.08 0.42 0.04 0.27 0.10 0.32 0.34 0.00 0.51 Avail Cap(c_a), veh/h 388 2546 1355 848 3905 1212 253 784 664 480 0 466 HCM Platoon Ratio 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 5.6 4.2 4.3 3.2 12.7 7.4 50.7 48.3 49.4 55.7 0.0 55.6 Incr Delay (d2), s/veh 0.0 0.1 0.2 0.0 0.3 0.1 0.4 0.2 1.0 1.6 0.0 5.0 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/ln0.1 1.1 1.2 0.3 10.1 0.6 1.0 0.6 1.5 1.3 0.0 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.6 4.4 4.5 3.2 13.0 7.4 51.1 48.5 50.5 57.3 0.0 60.6 LnGrp LOS A AAABADDDEAE
Approach Vol, veh/h 550 1751 111 83
Approach Delay, s/veh 4.4 12.5 50.3 58.9
Approach LOS A B D E
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s7.5 94.9 7.0 10.7 5.5 96.9 17.6 Change Period (Y+Rc), s 4.0 5.1 4.0 * 4.7 4.0 5.1 * 4.7 Max Green Setting (Gmax), s 11.0 44.9 11.0 * 35 11.0 44.9 * 50 Max Q Clear Time (g_c+I1), s 3.0 5.5 4.2 5.3 2.2 25.9 5.8 Green Ext Time (p_c), s 0.0 5.5 0.0 0.3 0.0 14.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 13.9
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
10: Locust Ave & E 8th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 10 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 36 8 0 30 20 3 18 12 4 13 6
Future Volume (veh/h) 0 36 8 0 30 20 3 18 12 4 13 6
Initial Q (Qb), veh 0 00000000000
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 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 39 9 0 33 22 3 20 13 4 14 7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 22022222222
Cap, veh/h 0 902 208 0 642 428 473 296 193 462 329 165
Arrive On Green 0.00 0.61 0.61 0.00 0.61 0.61 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 0 1470 339 0 1047 698 1391 1058 688 1376 1176 588 Grp Volume(v), veh/h 0 0 48 0 0 55 3 0 33 4 0 21
Grp Sat Flow(s),veh/h/ln 0 0 1809 0 0 1745 1391 0 1747 1376 0 1764 Q Serve(g_s), s 0.0 0.0 0.8 0.0 0.0 0.9 0.1 0.0 1.0 0.2 0.0 0.7 Cycle Q Clear(g_c), s 0.0 0.0 0.8 0.0 0.0 0.9 0.8 0.0 1.0 1.2 0.0 0.7 Prop In Lane 0.00 0.19 0.00 0.40 1.00 0.39 1.00 0.33
Lane Grp Cap(c), veh/h 0 0 1110 0 0 1070 473 0 489 462 0 494 V/C Ratio(X) 0.00 0.00 0.04 0.00 0.00 0.05 0.01 0.00 0.07 0.01 0.00 0.04 Avail Cap(c_a), veh/h 0 0 1110 0 0 1070 473 0 489 462 0 494 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) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 5.8 0.0 0.0 5.8 20.0 0.0 19.8 20.3 0.0 19.7 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.0 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/ln0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.4 0.1 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 5.8 0.0 0.0 5.9 20.0 0.0 20.1 20.3 0.0 19.7 LnGrp LOS A AAAAABACCAB
Approach Vol, veh/h 48 55 36 25
Approach Delay, s/veh 5.8 5.9 20.1 19.8
Approach LOS A A C B
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 50.0 25.0 50.0 25.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 46.0 21.0 46.0 21.0
Max Q Clear Time (g_c+I1), s 2.8 3.2 2.9 3.0
Green Ext Time (p_c), s 0.3 0.0 0.4 0.1
Intersection Summary
HCM 6th Ctrl Delay 11.1
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
11: Locust Ave & E 7th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 11 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 17 1010 0 28 10034
Future Volume (veh/h) 0 0 0 17 1010 0 28 10034
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 18 1098 0 30 10034
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 48 3142 0 478 14 0 0 524 444
Arrive On Green 0.20 0.20 0.00 0.28 0.28 0.00 0.00 0.28 0.28 Sat Flow, veh/h 80 5359 0 1368 52 0 0 1870 1585
Grp Volume(v), veh/h 420 696 0 31 00034
Grp Sat Flow(s),veh/h/ln 1866 1702 0 1420 0 0 0 1870 1585 Q Serve(g_s), s 14.6 13.2 0.0 1.1 0.0 0.0 0.0 0.1 0.1
Cycle Q Clear(g_c), s 14.6 13.2 0.0 1.2 0.0 0.0 0.0 0.1 0.1 Prop In Lane 0.04 0.00 0.97 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1130 2061 0 492 0 0 0 524 444
V/C Ratio(X) 0.37 0.34 0.00 0.06 0.00 0.00 0.00 0.01 0.01 Avail Cap(c_a), veh/h 1130 2061 0 492 0 0 0 524 444
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.87 0.87 0.00 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 17.7 17.1 0.0 19.9 0.0 0.0 0.0 19.5 19.5 Incr Delay (d2), s/veh 0.8 0.4 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.4 6.0 0.0 0.4 0.0 0.0 0.0 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 18.5 17.5 0.0 20.1 0.0 0.0 0.0 19.5 19.5 LnGrp LOS B B A C AAABB
Approach Vol, veh/h 1116 31 7
Approach Delay, s/veh 17.9 20.1 19.5
Approach LOS B C B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 50.0 25.0 25.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 45.4 21.0 21.0
Max Q Clear Time (g_c+I1), s 16.6 3.2 2.1
Green Ext Time (p_c), s 12.2 0.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 17.9
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
12: E 6th St & Locust Ave 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 12 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 34 521 0 0 24 0
Future Volume (veh/h) 34 521 0 0 24 0
Initial Q (Qb), veh 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00
Work Zone On Approach No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0
Adj Flow Rate, veh/h 37 566 26 0
Peak Hour Factor 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 0
Cap, veh/h 292 4351 0 0
Arrive On Green 0.31 0.31 0.00 0.00
Sat Flow, veh/h 252 4789 0
Grp Volume(v), veh/h 224 379 0.0
Grp Sat Flow(s),veh/h/ln1790 1549
Q Serve(g_s), s 0.0 6.6
Cycle Q Clear(g_c), s 6.4 6.6
Prop In Lane 0.17
Lane Grp Cap(c), veh/h 1736 2908
V/C Ratio(X) 0.13 0.13
Avail Cap(c_a), veh/h 1736 2908
HCM Platoon Ratio 0.33 0.33
Upstream Filter(I) 0.99 0.99
Uniform Delay (d), s/veh 3.8 3.9
Incr Delay (d2), s/veh 0.2 0.1
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.0 4.0
LnGrp LOS A A
Approach Vol, veh/h 603
Approach Delay, s/veh 4.0
Approach LOS A
Timer - Assigned Phs 2
Phs Duration (G+Y+Rc), s 75.0
Change Period (Y+Rc), s 4.6
Max Green Setting (Gmax), s 45.4
Max Q Clear Time (g_c+I1), s 8.6
Green Ext Time (p_c), s 6.2
Intersection Summary
HCM 6th Ctrl Delay 4.0
HCM 6th LOS A
HCM 6th AWSC
13: The Promenade & E 5th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 13 ends

Intersection
Intersection Delay, s/veh 7.1
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 21 8 5 25 8 5
Future Vol, veh/h 21 8 5 25 8 5
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 22222
Mvmt Flow 23 9 5 27 9 5
Number of Lanes 1 00110
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach RightNB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7 7.2 7

HCM LOS A A A

Lane NBLn1 EBLn1WBLn1
Vol Left, % 62% 0% 17%
Vol Thru, % 0% 72% 83%
Vol Right, % 38% 28% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 13 29 30
LT Vol 8 0 5
Through Vol 0 21 25
RT Vol 5 8 0
Lane Flow Rate 14 32 33
Geometry Grp 1 1 1
Degree of Util (X) 0.015 0.033 0.036
Departure Headway (Hd) 3.937 3.818 4.016
Convergence, Y/N Yes Yes Yes
Cap 909 941 895
Service Time 1.96 1.828 2.025
HCM Lane V/C Ratio 0.015 0.034 0.037
HCM Control Delay 7 7 7.2
HCM Lane LOS A A A
HCM 95th-tile Q 0 0.1 0.1
HCM 6th AWSC
14: The Promenade N/The Promenade & E 4th St 08/23/2022 Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 14 ends

Intersection
Intersection Delay, s/veh 7.8
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 2 113 0 0 137 8000707
Future Vol, veh/h 2 113 0 0 137 8000707
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222222222
Mvmt Flow 2 123 0 0 149 9000808
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 7.8 7.9 0 7.4

HCM LOS A A - A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 0% 2% 0% 50%
Vol Thru, % 100% 98% 94% 0%
Vol Right, % 0% 0% 6% 50%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 0 115 145 14
LT Vol 0 2 0 7
Through Vol 0 113 137 0
RT Vol 0 0 8 7
Lane Flow Rate 0 125 158 15
Geometry Grp 1111
Degree of Util (X) 0 0.142 0.176 0.018
Departure Headway (Hd) 4.558 4.083 4.022 4.337
Convergence, Y/N Yes Yes Yes Yes
Cap 0 875 890 830
Service Time 2.558 2.121 2.056 2.337
HCM Lane V/C Ratio 0 0.143 0.178 0.018
HCM Control Delay 7.6 7.8 7.9 7.4
HCM Lane LOS N A A A
HCM 95th-tile Q 0 0.5 0.6 0.1
HCM 6th Signalized Intersection Summary
15: E 3rd St & The Promenade N 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 15 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 16 419 0 14 00000
Future Volume (veh/h) 0 0 0 16 419 0 14 00000
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 17 455 0 15 00000
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 1534 3060 0 126 0 0 0 40 0
Arrive On Green 0.28 0.28 0.00 0.02 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1781 3647 0 1418 0 0 0 1870 0
Grp Volume(v), veh/h 17 455 0 15 00000
Grp Sat Flow(s),veh/h/ln 1781 1777 0 1418 0 0 0 1870 0
Q Serve(g_s), s 0.5 7.2 0.0 0.8 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.5 7.2 0.0 0.8 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 1534 3060 0 126 0 0 0 40 0
V/C Ratio(X) 0.01 0.15 0.00 0.12 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 1534 3060 0 489 0 0 0 519 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.97 0.97 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 3.9 6.3 0.0 36.3 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.1 0.0 0.3 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 3.9 6.4 0.0 36.8 0.0 0.0 0.0 0.0 0.0 LnGrp LOS A A A D AAAAA
Approach Vol, veh/h 472 15 0
Approach Delay, s/veh 6.3 36.8 0.0
Approach LOS A D
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 69.2 5.8 5.8
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 45.4 * 21 * 21
Max Q Clear Time (g_c+I1), s 9.2 2.8 0.0
Green Ext Time (p_c), s 4.9 0.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 7.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
16: Long Beach Blvd & E 8th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 16 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 13 15 19 1 10 11 17 277 11 8 255 24 Future Volume (veh/h) 13 15 19 1 10 11 17 277 11 8 255 24 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 14 16 21 1 11 12 18 301 12 9 277 26 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 213 39 52 201 44 48 24 2290 91 13 2139 199
Arrive On Green 0.05 0.05 0.05 0.05 0.05 0.05 0.01 0.66 0.66 0.01 0.65 0.65 Sat Flow, veh/h 1388 734 963 1371 818 892 1781 3484 138 1781 3286 306 Grp Volume(v), veh/h 14 0 37 1 0 23 18 153 160 9 149 154 Grp Sat Flow(s),veh/h/ln1388 0 1697 1371 0 1710 1781 1777 1845 1781 1777 1815 Q Serve(g_s), s 0.5 0.0 1.0 0.0 0.0 0.6 0.5 1.5 1.5 0.2 1.5 1.5 Cycle Q Clear(g_c), s 1.0 0.0 1.0 1.0 0.0 0.6 0.5 1.5 1.5 0.2 1.5 1.5 Prop In Lane 1.00 0.57 1.00 0.52 1.00 0.08 1.00 0.17
Lane Grp Cap(c), veh/h 213 0 91 201 0 92 24 1168 1213 13 1157 1182 V/C Ratio(X) 0.07 0.00 0.41 0.00 0.00 0.25 0.75 0.13 0.13 0.71 0.13 0.13 Avail Cap(c_a), veh/h 1012 0 1068 990 0 1076 116 1168 1213 116 1157 1182 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 21.4 0.0 21.1 21.6 0.0 20.9 22.7 3.0 3.0 22.8 3.1 3.1 Incr Delay (d2), s/veh 0.0 0.0 1.1 0.0 0.0 1.1 16.2 0.2 0.2 23.9 0.2 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/ln0.1 0.0 0.4 0.0 0.0 0.2 0.3 0.3 0.3 0.2 0.3 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.5 0.0 22.2 21.6 0.0 22.0 38.8 3.2 3.2 46.8 3.3 3.3 LnGrp LOS C A C C A C D A A D A A
Approach Vol, veh/h 51 24 331 312
Approach Delay, s/veh 22.0 22.0 5.1 4.5
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.6 34.0 7.5 4.3 34.3 7.5
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 3.0 30.0 29.0 3.0 30.0 29.0 Max Q Clear Time (g_c+I1), s 2.5 3.5 3.0 2.2 3.5 3.0
Green Ext Time (p_c), s 0.0 2.5 0.1 0.0 2.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 6.6
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
17: E 7th St & Long Beach Blvd 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 17 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 92 803 58 117 331 0 0 317 64 Future Volume (veh/h) 0 0 0 92 803 58 117 331 0 0 317 64 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 100 873 63 127 360 0 0 345 70
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 530 1518 471 143 2014 0 0 1540 687
Arrive On Green 0.30 0.30 0.30 0.16 1.00 0.00 0.00 0.43 0.43 Sat Flow, veh/h 1781 5106 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 100 873 63 127 360 0 0 345 70
Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 3.1 10.9 2.2 5.2 0.0 0.0 0.0 4.6 2.0
Cycle Q Clear(g_c), s 3.1 10.9 2.2 5.2 0.0 0.0 0.0 4.6 2.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 530 1518 471 143 2014 0 0 1540 687 V/C Ratio(X) 0.19 0.58 0.13 0.89 0.18 0.00 0.00 0.22 0.10 Avail Cap(c_a), veh/h 829 2376 738 143 2014 0 0 1540 687 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.99 0.99 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.6 22.3 19.3 31.2 0.0 0.0 0.0 13.3 12.6 Incr Delay (d2), s/veh 0.2 0.5 0.2 43.4 0.2 0.0 0.0 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 4.2 0.8 3.7 0.1 0.0 0.0 1.8 0.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 19.9 22.8 19.5 74.6 0.2 0.0 0.0 13.7 12.9 LnGrp LOS B C BEAAABB
Approach Vol, veh/h 1036 487 415
Approach Delay, s/veh 22.3 19.6 13.5
Approach LOS C B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s10.0 37.6 27.4 47.6
Change Period (Y+Rc), s 4.0 5.1 5.1 5.1
Max Green Setting (Gmax), s 6.0 19.9 34.9 29.9
Max Q Clear Time (g_c+I1), s 7.2 6.6 12.9 2.0
Green Ext Time (p_c), s 0.0 2.4 9.4 2.9
Intersection Summary
HCM 6th Ctrl Delay 19.8
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
18: Long Beach Blvd & E 6th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 18 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 87 394 50 0 0 0 0 311 34 88 325 0 Future Volume (veh/h) 87 394 50 0 0 0 0 311 34 88 325 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 95 428 54 0 338 37 96 353 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 356 1021 317 0 2008 896 121 2440 0
Arrive On Green 0.07 0.07 0.07 0.00 1.00 1.00 0.14 1.00 0.00 Sat Flow, veh/h 1781 5106 1585 0 3647 1585 1781 3647 0
Grp Volume(v), veh/h 95 428 54 0 338 37 96 353 0
Grp Sat Flow(s),veh/h/ln1781 1702 1585 0 1777 1585 1781 1777 0 Q Serve(g_s), s 3.8 6.0 2.4 0.0 0.0 0.0 3.9 0.0 0.0
Cycle Q Clear(g_c), s 3.8 6.0 2.4 0.0 0.0 0.0 3.9 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 356 1021 317 0 2008 896 121 2440 0 V/C Ratio(X) 0.27 0.42 0.17 0.00 0.17 0.04 0.79 0.14 0.00 Avail Cap(c_a), veh/h 843 2417 750 0 2008 896 143 2440 0 HCM Platoon Ratio 0.33 0.33 0.33 1.00 2.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.00 1.00 1.00 0.98 0.98 0.00 Uniform Delay (d), s/veh 29.8 30.8 29.1 0.0 0.0 0.0 31.9 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.4 0.4 0.0 0.2 0.1 18.3 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.7 2.6 2.2 0.0 0.1 0.0 2.2 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.4 31.2 29.5 0.0 0.2 0.1 50.2 0.1 0.0 LnGrp LOS C C C A A A D A A
Approach Vol, veh/h 577 375 449
Approach Delay, s/veh 30.9 0.2 10.8
Approach LOS C A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 55.5 19.5 9.1 46.4
Change Period (Y+Rc), s 4.0 4.5 4.0 4.0
Max Green Setting (Gmax), s 31.0 35.5 6.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 8.0 5.9 2.0
Green Ext Time (p_c), s 2.9 5.1 0.0 2.6
Intersection Summary
HCM 6th Ctrl Delay 16.3
HCM 6th LOS B
HCM 6th TWSC
19: E 5th St & Long Beach Blvd 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 19 ends

Intersection
Int Delay, s/veh 0.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 22 0 0 3 0 261 41 0 346 33
Future Vol, veh/h 0 0 22 0 0 3 0 261 41 0 346 33
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 ------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 24 0 0 3 0 284 45 0 376 36
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 206 - - 165 - 0 0 - - 0
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - 6.94 - - 6.94 ------
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - - 3.32 - - 3.32 ------
Pot Cap-1 Maneuver 0 0 800 0 0 850 0 - - 0 - -
Stage 1 0 0 - 0 0 - 0 - - 0 - -
Stage 2 0 0 - 0 0 - 0 - - 0 - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 800 - - 850 ------
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 9.6 9.3 0 0

HCM LOS A A
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR
Capacity (veh/h) - - 800 850 - -
HCM Lane V/C Ratio - - 0.03 0.004 - -
HCM Control Delay (s) - - 9.6 9.3 - -
HCM Lane LOS - - A A - -
HCM 95th %tile Q(veh) - - 0.1 0 - -
HCM 6th Signalized Intersection Summary
20: Long Beach Blvd & E 4th St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 20 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 25 64 14 29 108 71 12 201 13 63 273 28 Future Volume (veh/h) 25 64 14 29 108 71 12 201 13 63 273 28 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 27 70 15 32 117 77 13 218 14 68 297 30 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 161 238 51 251 168 111 23 2102 134 86 2138 214 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.03 1.00 1.00 0.10 1.00 1.00 Sat Flow, veh/h 1189 1493 320 1313 1053 693 1781 3392 216 1781 3261 327 Grp Volume(v), veh/h 27 0 85 32 0 194 13 114 118 68 161 166 Grp Sat Flow(s),veh/h/ln 1189 0 1813 1313 0 1746 1781 1777 1831 1781 1777 1812 Q Serve(g_s), s 1.6 0.0 3.1 1.7 0.0 7.9 0.5 0.0 0.0 2.8 0.0 0.0 Cycle Q Clear(g_c), s 9.5 0.0 3.1 4.8 0.0 7.9 0.5 0.0 0.0 2.8 0.0 0.0 Prop In Lane 1.00 0.18 1.00 0.40 1.00 0.12 1.00 0.18
Lane Grp Cap(c), veh/h 161 0 289 251 0 279 23 1101 1135 86 1165 1188 V/C Ratio(X) 0.17 0.00 0.29 0.13 0.00 0.70 0.58 0.10 0.10 0.79 0.14 0.14 Avail Cap(c_a), veh/h 388 0 636 502 0 612 143 1101 1135 143 1165 1188 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 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 34.3 0.0 27.8 29.9 0.0 29.8 36.4 0.0 0.0 33.5 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 0.7 0.3 0.0 3.8 8.3 0.2 0.2 5.8 0.2 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 0.5 0.0 1.4 0.5 0.0 3.5 0.3 0.1 0.1 1.3 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.9 0.0 28.5 30.2 0.0 33.5 44.7 0.2 0.2 39.3 0.2 0.2 LnGrp LOS C A C C A C D A A D A A
Approach Vol, veh/h 112 226 245 395
Approach Delay, s/veh 30.0 33.1 2.5 7.0
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 4.9 53.4 16.7 7.6 50.7 16.7
Change Period (Y+Rc), s 4.0 * 4.2 * 4.7 4.0 * 4.2 * 4.7 Max Green Setting (Gmax), s 6.0 * 30 * 26 6.0 * 30 * 26 Max Q Clear Time (g_c+I1), s 2.5 2.0 9.9 4.8 2.0 11.5
Green Ext Time (p_c), s 0.0 2.8 1.3 0.0 1.9 0.5
Intersection Summary
HCM 6th Ctrl Delay 14.5
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
21: E 3rd St & Long Beach Blvd 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 21 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 16 281 38 56 191 0 0 194 108 Future Volume (veh/h) 0 0 0 16 281 38 56 191 0 0 194 108 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 17 305 41 61 208 0 0 211 117
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 475 947 422 77 2156 0 0 1813 808
Arrive On Green 0.27 0.27 0.27 0.09 1.00 0.00 0.00 1.00 1.00 Sat Flow, veh/h 1781 3554 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 17 305 41 61 208 0 0 211 117
Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 0.5 5.2 1.5 2.5 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.5 5.2 1.5 2.5 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 475 947 422 77 2156 0 0 1813 808 V/C Ratio(X) 0.04 0.32 0.10 0.79 0.10 0.00 0.00 0.12 0.14 Avail Cap(c_a), veh/h 834 1663 742 143 2156 0 0 1813 808 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 20.4 22.1 20.7 33.9 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.3 0.1 6.5 0.1 0.0 0.0 0.1 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 %ile BackOfQ(50%),veh/ln 0.2 2.1 0.5 1.2 0.0 0.0 0.0 0.0 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.4 22.3 20.9 40.4 0.1 0.0 0.0 0.1 0.4 LnGrp LOS CCCD AAAAA
Approach Vol, veh/h 363 269 328
Approach Delay, s/veh 22.1 9.2 0.2
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s7.3 42.9 24.9 50.1
Change Period (Y+Rc), s 4.0 4.6 * 4.9 4.6
Max Green Setting (Gmax), s 6.0 20.4 * 35 30.4
Max Q Clear Time (g_c+I1), s 4.5 2.0 7.2 2.0
Green Ext Time (p_c), s 0.0 1.6 3.2 1.3
Intersection Summary
HCM 6th Ctrl Delay 11.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
22: Long Beach Blvd & E Broadway 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 22 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 60 145 58 0 0 0 0 165 9 31 199 0 Future Volume (veh/h) 60 145 58 0 0 0 0 165 9 31 199 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 65 158 63 0 179 10 34 216 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 474 668 256 0 1836 102 94 2192 0
Arrive On Green 0.09 0.09 0.09 0.00 0.54 0.54 0.05 1.00 0.00 Sat Flow, veh/h 1781 2512 962 0 3516 190 3456 3647 0
Grp Volume(v), veh/h 65 110 111 0 92 97 34 216 0
Grp Sat Flow(s),veh/h/ln1781 1777 1697 0 1777 1836 1728 1777 0 Q Serve(g_s), s 2.5 4.3 4.6 0.0 1.9 1.9 0.7 0.0 0.0
Cycle Q Clear(g_c), s 2.5 4.3 4.6 0.0 1.9 1.9 0.7 0.0 0.0 Prop In Lane 1.00 0.57 0.00 0.10 1.00 0.00
Lane Grp Cap(c), veh/h 474 473 451 0 953 985 94 2192 0
V/C Ratio(X) 0.14 0.23 0.25 0.00 0.10 0.10 0.36 0.10 0.00 Avail Cap(c_a), veh/h 841 839 801 0 953 985 230 2192 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 0.99 0.99 0.99 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 26.3 27.1 27.2 0.0 8.5 8.5 34.8 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.2 0.3 0.0 0.2 0.2 0.9 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.1 1.9 1.9 0.0 0.7 0.7 0.3 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.4 27.3 27.5 0.0 8.7 8.7 35.7 0.1 0.0 LnGrp LOS C C C A A A D A A
Approach Vol, veh/h 286 189 250
Approach Delay, s/veh 27.2 8.7 4.9
Approach LOS C A A
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 50.5 6.0 44.4 24.5
Change Period (Y+Rc), s * 4.2 4.0 * 4.2 4.6
Max Green Setting (Gmax), s * 31 5.0 * 22 35.4
Max Q Clear Time (g_c+I1), s 2.0 2.7 3.9 6.6
Green Ext Time (p_c), s 2.0 0.0 1.2 1.5
Intersection Summary
HCM 6th Ctrl Delay 14.7
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
23: Long Beach Blvd & E 1st St 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 23 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 14 7 11 26 9 18 6 138 46 34 203 27 Future Volume (veh/h) 14 7 11 26 9 18 6 138 46 34 203 27 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 8 12 28 10 20 7 150 50 37 221 29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 141 15 22 215 27 97 13 1636 526 59 2290 1021 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.01 0.62 0.62 0.03 0.64 0.64 Sat Flow, veh/h 441 252 362 1256 449 1585 1781 2644 851 1781 3554 1585 Grp Volume(v), veh/h 35 0 0 38 0 20 7 99 101 37 221 29
Grp Sat Flow(s),veh/h/ln1055 0 0 1704 0 1585 1781 1777 1717 1781 1777 1585 Q Serve(g_s), s 1.0 0.0 0.0 0.0 0.0 0.5 0.2 1.0 1.1 0.9 1.1 0.3 Cycle Q Clear(g_c), s 1.9 0.0 0.0 0.9 0.0 0.5 0.2 1.0 1.1 0.9 1.1 0.3 Prop In Lane 0.43 0.34 0.74 1.00 1.00 0.50 1.00 1.00
Lane Grp Cap(c), veh/h 178 0 0 242 0 97 13 1100 1063 59 2290 1021 V/C Ratio(X) 0.20 0.00 0.00 0.16 0.00 0.21 0.53 0.09 0.09 0.63 0.10 0.03 Avail Cap(c_a), veh/h 1037 0 0 1075 0 981 236 1100 1063 236 2290 1021 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 21.2 0.0 0.0 20.4 0.0 20.2 22.4 3.5 3.5 21.6 3.1 2.9 Incr Delay (d2), s/veh 0.4 0.0 0.0 0.2 0.0 0.8 11.5 0.2 0.2 4.1 0.1 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/ln0.3 0.0 0.0 0.4 0.0 0.2 0.1 0.3 0.3 0.4 0.2 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.6 0.0 0.0 20.6 0.0 21.0 33.9 3.6 3.7 25.7 3.1 3.0 LnGrp LOS C A A C A C C A A C A A
Approach Vol, veh/h 35 58 207 287
Approach Delay, s/veh 21.6 20.7 4.7 6.0
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.3 33.2 7.8 5.5 32.0 7.8
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 6.0 28.0 28.0 6.0 28.0 28.0 Max Q Clear Time (g_c+I1), s 2.2 3.1 2.9 2.9 3.1 3.9
Green Ext Time (p_c), s 0.0 2.1 0.2 0.0 1.6 0.1
Intersection Summary
HCM 6th Ctrl Delay 7.9
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
24: E Ocean Blvd & Long Beach Blvd 08/23/2022
Existing AM Mosaic Project 8:31 pm 08/14/2022 Synchro 11 Report

Page 4 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 80 453 1563 85 59 144
Future Volume (vph) 80 453 1563 85 59 144
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Lane Util. Factor 1.00 0.91 0.91 1.00 0.97 0.91
Frt 1.00 1.00 1.00 0.85 0.92 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.98 1.00
Satd. Flow (prot) 1770 5085 5085 1583 3242 1441
Flt Permitted 0.11 1.00 1.00 1.00 0.98 1.00
Satd. Flow (perm) 207 5085 5085 1583 3242 1441
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 87 492 1699 92 64 157
RTOR Reduction (vph) 0 0 0 19 74 73
Lane Group Flow (vph) 87 492 1699 73 69 5
Turn Type pm+pt NA NA Perm Perm Perm
Protected Phases 5 2 6
Permitted Phases 2 6 4 4
Actuated Green, G (s) 101.1 101.1 91.6 91.6 8.1 8.1
Effective Green, g (s) 101.1 101.1 91.6 91.6 8.1 8.1
Actuated g/C Ratio 0.84 0.84 0.76 0.76 0.07 0.07
Clearance Time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Vehicle Extension (s) 2.0 4.0 4.0 4.0 3.0 3.0
Lane Grp Cap (vph) 246 4284 3881 1208 218 97
v/s Ratio Prot c0.02 0.10 c0.33
v/s Ratio Perm 0.28 0.05 c0.02 0.00
v/c Ratio 0.35 0.11 0.44 0.06 0.32 0.05
Uniform Delay, d1 2.9 1.6 5.0 3.5 53.3 52.4
Progression Factor 4.63 0.93 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.3 0.1 0.4 0.1 0.8 0.2
Delay (s) 13.8 1.6 5.4 3.6 54.2 52.6
Level of Service BAAADD
Approach Delay (s) 3.4 5.3 53.6
Approach LOS A A D
Intersection Summary
HCM 2000 Control Delay 9.0 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.42
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 14.8 Intersection Capacity Utilization 52.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
1: Pine Ave & W 8th St/E 8th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 48 9 0 23 10 6 109 19 18 110 6 Future Volume (veh/h) 0 48 9 0 23 10 6 109 19 18 110 6
Initial Q (Qb), veh 000000000000
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 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 52 10 0 25 11 7 118 21 20 120 7
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 022022222222
Cap, veh/h 0 833 160 0 673 296 470 532 95 458 602 35
Arrive On Green 0.00 0.55 0.55 0.00 0.55 0.55 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 0 1524 293 0 1231 542 1264 1546 275 1250 1750 102 Grp Volume(v), veh/h 0 0 62 0 0 36 7 0 139 20 0 127
Grp Sat Flow(s),veh/h/ln 0 0 1818 0 0 1773 1264 0 1821 1250 0 1852 Q Serve(g_s), s 0.0 0.0 1.2 0.0 0.0 0.7 0.3 0.0 4.1 0.9 0.0 3.6 Cycle Q Clear(g_c), s 0.0 0.0 1.2 0.0 0.0 0.7 3.9 0.0 4.1 4.9 0.0 3.6 Prop In Lane 0.00 0.16 0.00 0.31 1.00 0.15 1.00 0.06
Lane Grp Cap(c), veh/h 0 0 994 0 0 969 470 0 626 458 0 637 V/C Ratio(X) 0.00 0.00 0.06 0.00 0.00 0.04 0.01 0.00 0.22 0.04 0.00 0.20 Avail Cap(c_a), veh/h 0 0 994 0 0 969 470 0 626 458 0 637 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) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 8.0 0.0 0.0 7.9 18.7 0.0 17.5 19.2 0.0 17.3 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.8 0.2 0.0 0.7 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 0.0 0.0 0.5 0.0 0.0 0.3 0.1 0.0 1.8 0.3 0.0 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 8.1 0.0 0.0 7.9 18.8 0.0 18.3 19.4 0.0 18.0 LnGrp LOS AAAAAABABBAB
Approach Vol, veh/h 62 36 146 147
Approach Delay, s/veh 8.1 7.9 18.3 18.2
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 45.0 30.0 45.0 30.0
Change Period (Y+Rc), s 4.0 * 4.2 4.0 * 4.2
Max Green Setting (Gmax), s 41.0 * 26 41.0 * 26
Max Q Clear Time (g_c+I1), s 3.2 6.9 2.7 6.1
Green Ext Time (p_c), s 0.4 0.5 0.2 0.6
Intersection Summary
HCM 6th Ctrl Delay 15.7
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
2: Pine Ave & W 7th St/E 7th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 37 501 26 32 78 0 0 81 19
Future Volume (veh/h) 0 0 0 37 501 26 32 78 0 0 81 19
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 40 545 28 35 85 0 0 88 21
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 178 2584 136 484 643 0 0 502 120
Arrive On Green 0.54 0.54 0.54 0.11 0.11 0.00 0.00 0.34 0.34 Sat Flow, veh/h 331 4797 253 1284 1870 0 0 1459 348
Grp Volume(v), veh/h 224 187 202 35 85 0 0 0 109
Grp Sat Flow(s),veh/h/ln 1854 1702 1825 1284 1870 0 0 0 1808 Q Serve(g_s), s 4.8 4.3 4.3 1.9 3.1 0.0 0.0 0.0 3.2
Cycle Q Clear(g_c), s 4.8 4.3 4.3 5.0 3.1 0.0 0.0 0.0 3.2 Prop In Lane 0.18 0.14 1.00 0.00 0.00 0.19
Lane Grp Cap(c), veh/h 999 917 983 484 643 0 0 0 622
V/C Ratio(X) 0.22 0.20 0.21 0.07 0.13 0.00 0.00 0.00 0.18 Avail Cap(c_a), veh/h 999 917 983 484 643 0 0 0 622
HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.97 0.97 0.00 0.00 0.00 0.99 Uniform Delay (d), s/veh 9.1 9.0 9.0 25.5 23.2 0.0 0.0 0.0 17.2 Incr Delay (d2), s/veh 0.5 0.5 0.5 0.3 0.4 0.0 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 1.9 1.5 1.7 0.6 1.4 0.0 0.0 0.0 1.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.6 9.5 9.4 25.7 23.6 0.0 0.0 0.0 17.8 LnGrp LOS A A A C C A A A B
Approach Vol, veh/h 613 120 109
Approach Delay, s/veh 9.5 24.2 17.8
Approach LOS A C B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 40.4 * 26 * 26
Max Q Clear Time (g_c+I1), s 6.8 7.0 5.2
Green Ext Time (p_c), s 5.9 0.5 0.6
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
3: Pine Ave & W 6th St/E 6th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 1038 54 0 0 0 0 93 70 21 96 0 Future Volume (veh/h) 26 1038 54 0 0 0 0 93 70 21 96 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 28 1128 59 0 101 76 23 104 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 64 2734 148 0 343 258 467 648 0
Arrive On Green 0.55 0.55 0.55 0.00 0.69 0.69 0.11 0.11 0.00 Sat Flow, veh/h 117 5001 270 0 991 745 1207 1870 0
Grp Volume(v), veh/h 447 371 397 0 0 177 23 104 0
Grp Sat Flow(s),veh/h/ln1865 1702 1822 0 0 1736 1207 1870 0 Q Serve(g_s), s 10.7 9.5 9.5 0.0 0.0 2.9 1.3 3.8 0.0
Cycle Q Clear(g_c), s 10.7 9.5 9.5 0.0 0.0 2.9 4.2 3.8 0.0 Prop In Lane 0.06 0.15 0.00 0.43 1.00 0.00
Lane Grp Cap(c), veh/h 1019 930 996 0 0 602 467 648 0
V/C Ratio(X) 0.44 0.40 0.40 0.00 0.00 0.29 0.05 0.16 0.00 Avail Cap(c_a), veh/h 1019 930 996 0 0 602 467 648 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 0.33 0.33 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 0.99 0.99 0.99 0.00 Uniform Delay (d), s/veh 10.1 9.9 9.9 0.0 0.0 8.0 24.9 23.4 0.0 Incr Delay (d2), s/veh 1.4 1.3 1.2 0.0 0.0 1.2 0.2 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.2 3.4 3.7 0.0 0.0 1.1 0.4 1.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.5 11.1 11.1 0.0 0.0 9.2 25.1 23.9 0.0 LnGrp LOS B B B A A A C C A
Approach Vol, veh/h 1215 177 127
Approach Delay, s/veh 11.2 9.2 24.1
Approach LOS B A C
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green Setting (Gmax), s 41.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 12.7 6.2 4.9
Green Ext Time (p_c), s 12.8 0.6 1.1
Intersection Summary
HCM 6th Ctrl Delay 12.1
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
4: Pine Ave & W 5th St/E 5th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 12 32 26 10 51 45 8 94 26 34 113 12 Future Volume (vph) 12 32 26 10 51 45 8 94 26 34 113 12 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.97 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 0.98 1.00 Frt 1.00 0.85 1.00 0.85 1.00 0.97 1.00 0.99
Flt Protected 0.99 1.00 0.99 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1834 1539 1845 1539 1743 1788 1743 1829 Flt Permitted 0.95 1.00 0.97 1.00 0.66 1.00 0.67 1.00
Satd. Flow (perm) 1773 1539 1811 1539 1216 1788 1235 1829 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 13 35 28 11 55 49 9 102 28 37 123 13
RTOR Reduction (vph) 0 0 11 0 0 19 0 13 0050
Lane Group Flow (vph) 0 48 17 0 66 30 9 117 0 37 131 0
Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2 2 6 6 8 4
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 1082 939 1105 939 337 495 342 507
v/s Ratio Prot 0.07 c0.07
v/s Ratio Perm 0.03 0.01 c0.04 0.02 0.01 0.03
v/c Ratio 0.04 0.02 0.06 0.03 0.03 0.24 0.11 0.26
Uniform Delay, d1 5.8 5.7 5.9 5.8 19.7 21.0 20.2 21.1
Progression Factor 1.00 1.00 1.00 1.00 0.70 0.56 0.87 0.86 Incremental Delay, d2 0.1 0.0 0.0 0.0 0.1 1.1 0.6 1.2
Delay (s) 5.9 5.8 5.9 5.8 13.9 12.8 18.1 19.2
Level of Service A A AABB BB
Approach Delay (s) 5.9 5.9 12.9 19.0
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay 12.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.13
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5: Pine Ave & W 4th St/E 4th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 8 149 11 27 96 22 13 109 86 32 87 17 Future Volume (vph) 8 149 11 27 96 22 13 109 86 32 87 17 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.97 1.00 0.93 1.00 0.98
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1843 1770 1810 1770 1740 1770 1818 Flt Permitted 0.67 1.00 0.65 1.00 0.68 1.00 0.54 1.00
Satd. Flow (perm) 1257 1843 1206 1810 1275 1740 998 1818 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 9 162 12 29 104 24 14 118 93 35 95 18
RTOR Reduction (vph) 0 2 0 0 5 0 0 38 0 0 9 0
Lane Group Flow (vph) 9 172 0 29 123 0 14 173 0 35 104 0 Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2684
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 767 1125 736 1105 353 482 276 504
v/s Ratio Prot c0.09 0.07 c0.10 0.06
v/s Ratio Perm 0.01 0.02 0.01 0.04
v/c Ratio 0.01 0.15 0.04 0.11 0.04 0.36 0.13 0.21
Uniform Delay, d1 5.7 6.3 5.8 6.1 19.8 21.8 20.3 20.8
Progression Factor 1.00 1.00 1.00 1.00 0.80 0.76 0.38 0.32 Incremental Delay, d2 0.0 0.3 0.0 0.0 0.2 2.1 0.9 0.9
Delay (s) 5.8 6.6 5.8 6.1 16.0 18.6 8.7 7.5
Level of Service A A A A B B A A
Approach Delay (s) 6.5 6.1 18.5 7.8
Approach LOS AABA
Intersection Summary
HCM 2000 Control Delay 10.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.23
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 53.9% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: Pine Ave & W 3rd St/E 3rd St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 6 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 88 270 82 39 109 0 0 103 25 Future Volume (veh/h) 0 0 0 88 270 82 39 109 0 0 103 25 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 96 293 89 42 118 0 0 112 27
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 960 1453 433 477 648 0 0 648 549
Arrive On Green 0.18 0.18 0.18 0.11 0.11 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1781 2698 804 1250 1870 0 0 1870 1585
Grp Volume(v), veh/h 96 191 191 42 118 0 0 112 27
Grp Sat Flow(s),veh/h/ln 1781 1777 1726 1250 1870 0 0 1870 1585 Q Serve(g_s), s 3.4 6.9 7.1 2.3 4.3 0.0 0.0 3.1 0.8
Cycle Q Clear(g_c), s 3.4 6.9 7.1 5.4 4.3 0.0 0.0 3.1 0.8 Prop In Lane 1.00 0.47 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 960 957 930 477 648 0 0 648 549
V/C Ratio(X) 0.10 0.20 0.21 0.09 0.18 0.00 0.00 0.17 0.05 Avail Cap(c_a), veh/h 960 957 930 477 648 0 0 648 549
HCM Platoon Ratio 0.33 0.33 0.33 0.33 0.33 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.00 0.00 0.99 0.99 Uniform Delay (d), s/veh 15.6 17.1 17.1 25.5 23.6 0.0 0.0 17.0 16.3 Incr Delay (d2), s/veh 0.2 0.5 0.5 0.4 0.6 0.0 0.0 0.6 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 %ile BackOfQ(50%),veh/ln 1.3 3.0 3.0 0.7 2.0 0.0 0.0 1.4 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.8 17.5 17.6 25.9 24.2 0.0 0.0 17.6 16.5 LnGrp LOS B B B C C A A B B
Approach Vol, veh/h 478 160 139
Approach Delay, s/veh 17.2 24.6 17.4
Approach LOS B C B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 40.4 26.0 26.0
Max Q Clear Time (g_c+I1), s 9.1 7.4 5.1
Green Ext Time (p_c), s 4.0 0.8 0.7
Intersection Summary
HCM 6th Ctrl Delay 18.8
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
7: Pine Ave & W Broadway/E Broadway 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 42 498 41 0 0 0 0 105 59 70 98 0 Future Volume (veh/h) 42 498 41 0 0 0 0 105 59 70 98 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 46 541 45 0 114 64 76 107 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 817 1524 126 0 348 196 489 798 0
Arrive On Green 0.46 0.46 0.46 0.00 0.31 0.31 0.02 0.14 0.00 Sat Flow, veh/h 1781 3322 276 0 1125 632 1781 1870 0
Grp Volume(v), veh/h 46 289 297 0 0 178 76 107 0
Grp Sat Flow(s),veh/h/ln1781 1777 1821 0 0 1757 1781 1870 0 Q Serve(g_s), s 1.1 7.9 7.9 0.0 0.0 5.8 2.0 3.8 0.0
Cycle Q Clear(g_c), s 1.1 7.9 7.9 0.0 0.0 5.8 2.0 3.8 0.0 Prop In Lane 1.00 0.15 0.00 0.36 1.00 0.00
Lane Grp Cap(c), veh/h 817 815 835 0 0 544 489 798 0
V/C Ratio(X) 0.06 0.35 0.36 0.00 0.00 0.33 0.16 0.13 0.00 Avail Cap(c_a), veh/h 817 815 835 0 0 544 518 798 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 0.98 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.3 13.1 13.1 0.0 0.0 19.9 15.2 20.1 0.0 Incr Delay (d2), s/veh 0.1 1.2 1.2 0.0 0.0 1.6 0.1 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.4 3.2 3.2 0.0 0.0 2.5 0.8 1.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.4 14.3 14.3 0.0 0.0 21.4 15.3 20.4 0.0 LnGrp LOS B B B A A C B C A
Approach Vol, veh/h 632 178 183
Approach Delay, s/veh 14.1 21.4 18.3
Approach LOS B C B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 39.0 36.0 8.8 27.2
Change Period (Y+Rc), s 4.6 4.0 4.0 4.0
Max Green Setting (Gmax), s 34.4 32.0 6.0 22.0
Max Q Clear Time (g_c+I1), s 9.9 5.8 4.0 7.8
Green Ext Time (p_c), s 5.5 0.5 0.0 0.8
Intersection Summary
HCM 6th Ctrl Delay 16.2
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
8: Pine Ave & W 1st St/E 1st St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 0 26 3 0 33 4 1 160 0 2 116 9
Future Volume (vph) 0 26 3 0 33 4 1 160 0 2 116 9
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.5 4.5 4.5 4.5
Lane Util. Factor 1.00 1.00 1.00 1.00
Frt 0.99 0.99 1.00 0.99
Flt Protected 1.00 1.00 1.00 1.00
Satd. Flow (prot) 1838 1838 1862 1843
Flt Permitted 1.00 1.00 1.00 1.00
Satd. Flow (perm) 1838 1838 1861 1838
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 28 3 0 36 4 1 174 0 2 126 10
RTOR Reduction (vph) 020020000030
Lane Group Flow (vph) 0 29 0 0 38 0 0 175 0 0 135 0
Turn Type NA NA Perm NA Perm NA
Protected Phases 2684
Permitted Phases 8 4
Actuated Green, G (s) 15.5 15.5 15.5 15.5
Effective Green, g (s) 15.5 15.5 15.5 15.5
Actuated g/C Ratio 0.39 0.39 0.39 0.39
Clearance Time (s) 4.5 4.5 4.5 4.5
Vehicle Extension (s) 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 712 712 721 712
v/s Ratio Prot 0.02 c0.02
v/s Ratio Perm c0.09 0.07
v/c Ratio 0.04 0.05 0.24 0.19
Uniform Delay, d1 7.6 7.7 8.3 8.1
Progression Factor 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.1 0.0 0.8 0.6
Delay (s) 7.7 7.7 9.1 8.7
Level of Service AAAA
Approach Delay (s) 7.7 7.7 9.1 8.7
Approach LOS AAAA
Intersection Summary
HCM 2000 Control Delay 8.7 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.17
Actuated Cycle Length (s) 40.0 Sum of lost time (s) 13.0 Intersection Capacity Utilization 24.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
9: Pine Ave & W Ocean Blvd/E Ocean Blvd 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 9 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 1403 96 155 872 61 66 67 124 63 46 65 Future Volume (veh/h) 47 1403 96 155 872 61 66 67 124 63 46 65 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 51 1525 104 168 948 66 72 73 135 68 50 71 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 470 3171 216 300 3432 1065 175 347 294 128 68 167 Arrive On Green 0.03 0.65 0.65 0.10 1.00 1.00 0.05 0.19 0.19 0.11 0.11 0.11 Sat Flow, veh/h 1781 4882 333 1781 5106 1585 1781 1870 1585 766 650 1585 Grp Volume(v), veh/h 51 1063 566 168 948 66 72 73 135 118 0 71 Grp Sat Flow(s),veh/h/ln1781 1702 1810 1781 1702 1585 1781 1870 1585 1416 0 1585 Q Serve(g_s), s 1.1 19.1 19.1 3.9 0.0 0.0 4.2 4.0 9.1 9.1 0.0 5.0 Cycle Q Clear(g_c), s 1.1 19.1 19.1 3.9 0.0 0.0 4.2 4.0 9.1 9.7 0.0 5.0 Prop In Lane 1.00 0.18 1.00 1.00 1.00 1.00 0.58 1.00
Lane Grp Cap(c), veh/h 470 2211 1176 300 3432 1065 175 347 294 196 0 167 V/C Ratio(X) 0.11 0.48 0.48 0.56 0.28 0.06 0.41 0.21 0.46 0.60 0.00 0.43 Avail Cap(c_a), veh/h 584 2211 1176 375 3432 1065 254 784 664 460 0 466 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.97 0.97 0.97 1.00 1.00 1.00 0.99 0.00 0.99 Uniform Delay (d), s/veh 6.4 10.7 10.7 8.7 0.0 0.0 43.8 41.4 43.5 52.3 0.0 50.3 Incr Delay (d2), s/veh 0.0 0.8 1.4 0.6 0.2 0.1 0.6 0.3 1.1 2.9 0.0 1.7 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/ln0.4 7.0 7.7 1.3 0.1 0.0 1.9 1.9 3.7 3.6 0.0 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.5 11.5 12.1 9.3 0.2 0.1 44.4 41.7 44.6 55.2 0.0 52.0 LnGrp LOS A BBAAADDDEAD
Approach Vol, veh/h 1680 1182 280 189
Approach Delay, s/veh 11.5 1.5 43.8 54.0
Approach LOS B A D D
Timer - Assigned Phs 1 23456 8
Phs Duration (G+Y+Rc), s10.0 83.1 9.7 17.3 7.3 85.8 27.0 Change Period (Y+Rc), s 4.0 5.1 4.0 * 4.7 4.0 5.1 * 4.7 Max Green Setting (Gmax), s 11.0 44.9 11.0 * 35 11.0 44.9 * 50 Max Q Clear Time (g_c+I1), s 5.9 21.1 6.2 11.7 3.1 2.0 11.1 Green Ext Time (p_c), s 0.1 16.5 0.0 0.9 0.0 12.6 0.9
Intersection Summary
HCM 6th Ctrl Delay 13.1
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
10: Locust Ave & E 8th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 10 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 69 10 0 32 10 5 17 2 2 15 8
Future Volume (veh/h) 0 69 10 0 32 10 5 17 2 2 15 8
Initial Q (Qb), veh 0 00000000000
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 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 75 11 0 35 11 5 18 2 2 16 9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 0 22022222222
Cap, veh/h 0 978 143 0 837 263 470 463 51 475 315 177
Arrive On Green 0.00 0.61 0.61 0.00 0.61 0.61 0.28 0.28 0.28 0.28 0.28 0.28 Sat Flow, veh/h 0 1594 234 0 1364 429 1386 1654 184 1392 1124 632 Grp Volume(v), veh/h 0 0 86 0 0 46 5 0 20 2 0 25
Grp Sat Flow(s),veh/h/ln 0 0 1828 0 0 1793 1386 0 1837 1392 0 1757 Q Serve(g_s), s 0.0 0.0 1.4 0.0 0.0 0.8 0.2 0.0 0.6 0.1 0.0 0.8 Cycle Q Clear(g_c), s 0.0 0.0 1.4 0.0 0.0 0.8 1.0 0.0 0.6 0.7 0.0 0.8 Prop In Lane 0.00 0.13 0.00 0.24 1.00 0.10 1.00 0.36
Lane Grp Cap(c), veh/h 0 0 1121 0 0 1100 470 0 514 475 0 492 V/C Ratio(X) 0.00 0.00 0.08 0.00 0.00 0.04 0.01 0.00 0.04 0.00 0.00 0.05 Avail Cap(c_a), veh/h 0 0 1121 0 0 1100 470 0 514 475 0 492 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) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 5.9 0.0 0.0 5.8 20.1 0.0 19.7 19.9 0.0 19.7 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 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/ln0.0 0.0 0.5 0.0 0.0 0.3 0.1 0.0 0.3 0.0 0.0 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 6.0 0.0 0.0 5.8 20.1 0.0 19.8 19.9 0.0 19.8 LnGrp LOS A AAAAACABBAB
Approach Vol, veh/h 86 46 25 27
Approach Delay, s/veh 6.0 5.8 19.9 19.8
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 50.0 25.0 50.0 25.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 46.0 21.0 46.0 21.0
Max Q Clear Time (g_c+I1), s 3.4 2.8 2.8 3.0
Green Ext Time (p_c), s 0.7 0.0 0.3 0.0
Intersection Summary
HCM 6th Ctrl Delay 9.9
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
11: Locust Ave & E 7th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 11 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 7 565 31 10 9 0 0 10 14
Future Volume (veh/h) 0 0 0 7 565 31 10 9 0 0 10 14
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 8 614 34 11 10 0 0 11 15
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 38 3050 174 285 238 0 0 524 444
Arrive On Green 0.20 0.20 0.20 0.28 0.28 0.00 0.00 0.28 0.28 Sat Flow, veh/h 62 5039 287 756 849 0 0 1870 1585
Grp Volume(v), veh/h 241 200 215 21 0 0 0 11 15
Grp Sat Flow(s),veh/h/ln 1867 1702 1819 1605 0 0 0 1870 1585 Q Serve(g_s), s 8.1 7.3 7.4 0.0 0.0 0.0 0.0 0.3 0.5
Cycle Q Clear(g_c), s 8.1 7.3 7.4 0.6 0.0 0.0 0.0 0.3 0.5 Prop In Lane 0.03 0.16 0.52 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 1130 1030 1101 523 0 0 0 524 444 V/C Ratio(X) 0.21 0.19 0.20 0.04 0.00 0.00 0.00 0.02 0.03 Avail Cap(c_a), veh/h 1130 1030 1101 523 0 0 0 524 444
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.92 0.92 0.92 1.00 0.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.1 14.8 14.8 19.7 0.0 0.0 0.0 19.6 19.6 Incr Delay (d2), s/veh 0.4 0.4 0.4 0.1 0.0 0.0 0.0 0.1 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 %ile BackOfQ(50%),veh/ln 3.7 2.9 3.2 0.3 0.0 0.0 0.0 0.1 0.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.5 15.2 15.2 19.8 0.0 0.0 0.0 19.6 19.8 LnGrp LOS BBBBAAABB
Approach Vol, veh/h 656 21 26
Approach Delay, s/veh 15.3 19.8 19.7
Approach LOS B B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 50.0 25.0 25.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 45.4 21.0 21.0
Max Q Clear Time (g_c+I1), s 10.1 2.6 2.5
Green Ext Time (p_c), s 6.4 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 15.6
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
12: E 6th St & Locust Ave 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 12 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (veh/h) 15 1087 0 0 16 0
Future Volume (veh/h) 15 1087 0 0 16 0
Initial Q (Qb), veh 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00
Work Zone On Approach No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0
Adj Flow Rate, veh/h 16 1182 17 0
Peak Hour Factor 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 2 2 2 0
Cap, veh/h 77 4627 0 0
Arrive On Green 0.31 0.31 0.00 0.00
Sat Flow, veh/h 29 5083 0
Grp Volume(v), veh/h 450 748 0.0
Grp Sat Flow(s),veh/h/ln1861 1549
Q Serve(g_s), s 0.0 13.6
Cycle Q Clear(g_c), s 13.5 13.6
Prop In Lane 0.04
Lane Grp Cap(c), veh/h 1797 2908
V/C Ratio(X) 0.25 0.26
Avail Cap(c_a), veh/h 1797 2908
HCM Platoon Ratio 0.33 0.33
Upstream Filter(I) 0.90 0.90
Uniform Delay (d), s/veh 6.3 6.3
Incr Delay (d2), s/veh 0.3 0.2
Initial Q Delay(d3),s/veh 0.0 0.0
%ile BackOfQ(50%),veh/ln1.9 1.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 6.6 6.5
LnGrp LOS A A
Approach Vol, veh/h 1198
Approach Delay, s/veh 6.5
Approach LOS A
Timer - Assigned Phs 2
Phs Duration (G+Y+Rc), s 75.0
Change Period (Y+Rc), s 4.6
Max Green Setting (Gmax), s 45.4
Max Q Clear Time (g_c+I1), s 15.6
Green Ext Time (p_c), s 13.5
Intersection Summary
HCM 6th Ctrl Delay 6.5
HCM 6th LOS A
HCM 6th AWSC
13: The Promenade & E 5th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 13 ends

Intersection
Intersection Delay, s/veh 7.3
Intersection LOS A
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 39 38 17 36 17 28
Future Vol, veh/h 39 38 17 36 17 28
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 22222
Mvmt Flow 42 41 18 39 18 30
Number of Lanes 1 00110
Approach EB WB NB
Opposing Approach WB EB
Opposing Lanes 1 1 0
Conflicting Approach Left NB EB
Conflicting Lanes Left 0 1 1
Conflicting Approach RightNB WB
Conflicting Lanes Right 1 0 1
HCM Control Delay 7.2 7.5 7.2

HCM LOS A A A

Lane NBLn1 EBLn1WBLn1
Vol Left, % 38% 0% 32%
Vol Thru, % 0% 51% 68%
Vol Right, % 62% 49% 0%
Sign Control Stop Stop Stop
Traffic Vol by Lane 45 77 53
LT Vol 17 0 17
Through Vol 0 39 36
RT Vol 28 38 0
Lane Flow Rate 49 84 58
Geometry Grp 1 1 1
Degree of Util (X) 0.053 0.088 0.066
Departure Headway (Hd) 3.877 3.766 4.146
Convergence, Y/N Yes Yes Yes
Cap 916 949 862
Service Time 1.932 1.798 2.178
HCM Lane V/C Ratio 0.053 0.089 0.067
HCM Control Delay 7.2 7.2 7.5
HCM Lane LOS A A A
HCM 95th-tile Q 0.2 0.3 0.2
HCM 6th AWSC
14: The Promenade N/The Promenade & E 4th St 08/24/2022 Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 14 ends

Intersection
Intersection Delay, s/veh 8.7
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 12 208 1 3 156 28 0 0 0 31 0 22
Future Vol, veh/h 12 208 1 3 156 28 0 0 0 31 0 22
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 22222222222
Mvmt Flow 13 226 1 3 170 30 0 0 0 34 0 24
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9 8.6 0 8.2

HCM LOS A A - A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 0% 5% 2% 58%
Vol Thru, % 100% 94% 83% 0%
Vol Right, % 0% 0% 15% 42%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 0 221 187 53
LT Vol 0 12 3 31
Through Vol 0 208 156 0
RT Vol 0 1 28 22
Lane Flow Rate 0 240 203 58
Geometry Grp 1111
Degree of Util (X) 0 0.287 0.239 0.076
Departure Headway (Hd) 4.976 4.299 4.233 4.758
Convergence, Y/N Yes Yes Yes Yes
Cap 0 841 852 754
Service Time 3.004 2.299 2.245 2.782
HCM Lane V/C Ratio 0 0.285 0.238 0.077
HCM Control Delay 8 9 8.6 8.2
HCM Lane LOS N A A A
HCM 95th-tile Q 0 1.2 0.9 0.2
HCM 6th Signalized Intersection Summary
15: E 3rd St & The Promenade N 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 15 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 13 365 0 28 00000
Future Volume (veh/h) 0 0 0 13 365 0 28 00000
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 14 397 0 30 00000
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 1506 3005 0 149 0 0 0 70 0
Arrive On Green 0.28 0.28 0.00 0.04 0.00 0.00 0.00 0.00 0.00 Sat Flow, veh/h 1781 3647 0 1418 0 0 0 1870 0
Grp Volume(v), veh/h 14 397 0 30 00000
Grp Sat Flow(s),veh/h/ln 1781 1777 0 1418 0 0 0 1870 0
Q Serve(g_s), s 0.4 6.3 0.0 1.6 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.4 6.3 0.0 1.6 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.00 1.00 0.00 0.00 0.00
Lane Grp Cap(c), veh/h 1506 3005 0 149 0 0 0 70 0
V/C Ratio(X) 0.01 0.13 0.00 0.20 0.00 0.00 0.00 0.00 0.00 Avail Cap(c_a), veh/h 1506 3005 0 489 0 0 0 519 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.00 1.00 0.00 0.00 0.00 0.00 0.00 Uniform Delay (d), s/veh 4.3 6.4 0.0 35.5 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.1 0.0 0.8 0.0 0.0 0.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.7 0.0 0.6 0.0 0.0 0.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 4.3 6.5 0.0 36.3 0.0 0.0 0.0 0.0 0.0 LnGrp LOS A A A D AAAAA
Approach Vol, veh/h 411 30 0
Approach Delay, s/veh 6.5 36.3 0.0
Approach LOS A D
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 68.0 7.0 7.0
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 45.4 * 21 * 21
Max Q Clear Time (g_c+I1), s 8.3 3.6 0.0
Green Ext Time (p_c), s 4.2 0.1 0.0
Intersection Summary
HCM 6th Ctrl Delay 8.5
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
16: Long Beach Blvd & E 8th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 16 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 26 22 3 12 15 27 519 35 32 400 8 Future Volume (veh/h) 20 26 22 3 12 15 27 519 35 32 400 8 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 22 28 24 3 13 16 29 564 38 35 435 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 218 59 51 200 49 60 36 2152 145 42 2279 47
Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.06 0.02 0.64 0.64 0.02 0.64 0.64 Sat Flow, veh/h 1381 930 797 1352 763 939 1781 3379 227 1781 3560 74 Grp Volume(v), veh/h 22 0 52 3 0 29 29 296 306 35 217 227 Grp Sat Flow(s),veh/h/ln1381 0 1727 1352 0 1701 1781 1777 1829 1781 1777 1857 Q Serve(g_s), s 0.7 0.0 1.4 0.1 0.0 0.8 0.8 3.4 3.4 0.9 2.4 2.4 Cycle Q Clear(g_c), s 1.5 0.0 1.4 1.5 0.0 0.8 0.8 3.4 3.4 0.9 2.4 2.4 Prop In Lane 1.00 0.46 1.00 0.55 1.00 0.12 1.00 0.04
Lane Grp Cap(c), veh/h 218 0 110 200 0 108 36 1132 1165 42 1138 1189 V/C Ratio(X) 0.10 0.00 0.47 0.02 0.00 0.27 0.81 0.26 0.26 0.84 0.19 0.19 Avail Cap(c_a), veh/h 981 0 1063 946 0 1048 113 1132 1165 113 1138 1189 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 21.7 0.0 21.3 22.0 0.0 21.0 23.0 3.7 3.7 22.9 3.5 3.5 Incr Delay (d2), s/veh 0.1 0.0 1.2 0.0 0.0 1.0 14.6 0.6 0.5 15.0 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/ln0.2 0.0 0.5 0.0 0.0 0.3 0.4 0.8 0.9 0.5 0.6 0.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 21.8 0.0 22.5 22.0 0.0 22.0 37.6 4.3 4.3 37.9 3.8 3.8 LnGrp LOS C A C C A C D A A D A A
Approach Vol, veh/h 74 32 631 479
Approach Delay, s/veh 22.3 22.0 5.8 6.3
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.9 34.2 8.0 5.1 34.0 8.0
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 3.0 30.0 29.0 3.0 30.0 29.0 Max Q Clear Time (g_c+I1), s 2.8 4.4 3.5 2.9 5.4 3.5
Green Ext Time (p_c), s 0.0 3.9 0.1 0.0 5.5 0.2
Intersection Summary
HCM 6th Ctrl Delay 7.4
HCM 6th LOS A
HCM 6th Signalized Intersection Summary
17: E 7th St & Long Beach Blvd 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 17 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 75 430 91 99 579 0 0 412 36 Future Volume (veh/h) 0 0 0 75 430 91 99 579 0 0 412 36 Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 82 467 99 108 629 0 0 448 39
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 356 1021 317 136 2360 0 0 1899 847
Arrive On Green 0.20 0.20 0.20 0.15 1.00 0.00 0.00 0.53 0.53 Sat Flow, veh/h 1781 5106 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 82 467 99 108 629 0 0 448 39
Grp Sat Flow(s),veh/h/ln 1781 1702 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 2.9 6.0 4.0 4.4 0.0 0.0 0.0 5.0 0.9
Cycle Q Clear(g_c), s 2.9 6.0 4.0 4.4 0.0 0.0 0.0 5.0 0.9 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 356 1021 317 136 2360 0 0 1899 847 V/C Ratio(X) 0.23 0.46 0.31 0.80 0.27 0.00 0.00 0.24 0.05 Avail Cap(c_a), veh/h 829 2376 738 143 2360 0 0 1899 847 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.93 0.93 0.00 0.00 0.99 0.99 Uniform Delay (d), s/veh 25.2 26.4 25.6 31.2 0.0 0.0 0.0 9.3 8.3 Incr Delay (d2), s/veh 0.5 0.5 0.8 21.6 0.3 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 1.2 2.4 1.5 2.5 0.1 0.0 0.0 1.8 0.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.6 26.9 26.4 52.8 0.3 0.0 0.0 9.6 8.4 LnGrp LOS CCCD AAAAA
Approach Vol, veh/h 648 737 487
Approach Delay, s/veh 26.6 8.0 9.5
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s9.7 45.2 20.1 54.9
Change Period (Y+Rc), s 4.0 5.1 5.1 5.1
Max Green Setting (Gmax), s 6.0 19.9 34.9 29.9
Max Q Clear Time (g_c+I1), s 6.4 7.0 8.0 2.0
Green Ext Time (p_c), s 0.0 2.9 5.7 5.6
Intersection Summary
HCM 6th Ctrl Delay 14.8
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
18: Long Beach Blvd & E 6th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 18 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 121 885 86 0 0 0 0 476 51 114 381 0 Future Volume (veh/h) 121 885 86 0 0 0 0 476 51 114 381 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 132 962 93 0 517 55 124 414 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 607 1739 540 0 1467 654 143 1941 0
Arrive On Green 0.11 0.11 0.11 0.00 0.83 0.83 0.16 1.00 0.00 Sat Flow, veh/h 1781 5106 1585 0 3647 1585 1781 3647 0
Grp Volume(v), veh/h 132 962 93 0 517 55 124 414 0
Grp Sat Flow(s),veh/h/ln1781 1702 1585 0 1777 1585 1781 1777 0 Q Serve(g_s), s 5.1 13.4 4.0 0.0 2.7 0.5 5.1 0.0 0.0
Cycle Q Clear(g_c), s 5.1 13.4 4.0 0.0 2.7 0.5 5.1 0.0 0.0 Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 607 1739 540 0 1467 654 143 1941 0 V/C Ratio(X) 0.22 0.55 0.17 0.00 0.35 0.08 0.87 0.21 0.00 Avail Cap(c_a), veh/h 843 2417 750 0 1467 654 143 1941 0 HCM Platoon Ratio 0.33 0.33 0.33 1.00 2.00 2.00 2.00 2.00 1.00 Upstream Filter(I) 0.93 0.93 0.93 0.00 1.00 1.00 0.97 0.97 0.00 Uniform Delay (d), s/veh 24.2 27.9 23.7 0.0 4.1 3.9 31.1 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.4 0.2 0.0 0.7 0.3 37.9 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 6.1 3.7 0.0 0.9 0.2 3.5 0.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 24.4 28.2 23.9 0.0 4.7 4.1 69.0 0.2 0.0 LnGrp LOS C C C AAAEAA
Approach Vol, veh/h 1187 572 538
Approach Delay, s/veh 27.5 4.7 16.1
Approach LOS C A B
Timer - Assigned Phs 2 4 5 6
Phs Duration (G+Y+Rc), s 45.0 30.0 10.0 35.0
Change Period (Y+Rc), s 4.0 4.5 4.0 4.0
Max Green Setting (Gmax), s 31.0 35.5 6.0 21.0
Max Q Clear Time (g_c+I1), s 2.0 15.4 7.1 4.7
Green Ext Time (p_c), s 3.5 10.2 0.0 3.9
Intersection Summary
HCM 6th Ctrl Delay 19.1
HCM 6th LOS B
HCM 6th TWSC
19: E 5th St & Long Beach Blvd 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 19 ends

Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 67 0 0 8 0 457 49 0 423 55
Future Vol, veh/h 0 0 67 0 0 8 0 457 49 0 423 55
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - 0 - - 0 ------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 22222222222
Mvmt Flow 0 0 73 0 0 9 0 497 53 0 460 60
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All - - 260 - - 275 - 0 0 - - 0
Stage 1 - -----------
Stage 2 - -----------
Critical Hdwy - - 6.94 - - 6.94 ------
Critical Hdwy Stg 1 - -----------
Critical Hdwy Stg 2 - -----------
Follow-up Hdwy - - 3.32 - - 3.32 ------
Pot Cap-1 Maneuver 0 0 739 0 0 722 0 - - 0 - -
Stage 1 0 0 - 0 0 - 0 - - 0 - -
Stage 2 0 0 - 0 0 - 0 - - 0 - -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver - - 739 - - 722 ------
Mov Cap-2 Maneuver - -----------
Stage 1 - -----------
Stage 2 - -----------
Approach EB WB NB SB
HCM Control Delay, s 10.4 10 0 0

HCM LOS B B
Minor Lane/Major Mvmt NBT NBR EBLn1WBLn1 SBT SBR
Capacity (veh/h) - - 739 722 - -
HCM Lane V/C Ratio - - 0.099 0.012 - -
HCM Control Delay (s) - - 10.4 10 - -
HCM Lane LOS - - B B - -
HCM 95th %tile Q(veh) - - 0.3 0 - -
HCM 6th Signalized Intersection Summary
20: Long Beach Blvd & E 4th St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 20 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 168 29 19 134 67 22 361 63 128 327 38 Future Volume (veh/h) 40 168 29 19 134 67 22 361 63 128 327 38 Initial Q (Qb), veh 000000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 183 32 21 146 73 24 392 68 139 355 41 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222
Cap, veh/h 188 300 52 196 228 114 37 1681 289 143 1971 226 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.04 1.00 1.00 0.16 1.00 1.00 Sat Flow, veh/h 1162 1550 271 1166 1176 588 1781 3032 522 1781 3212 368 Grp Volume(v), veh/h 43 0 215 21 0 219 24 228 232 139 195 201 Grp Sat Flow(s),veh/h/ln 1162 0 1822 1166 0 1764 1781 1777 1776 1781 1777 1804 Q Serve(g_s), s 2.7 0.0 8.1 1.3 0.0 8.6 1.0 0.0 0.0 5.8 0.0 0.0 Cycle Q Clear(g_c), s 11.2 0.0 8.1 9.4 0.0 8.6 1.0 0.0 0.0 5.8 0.0 0.0 Prop In Lane 1.00 0.15 1.00 0.33 1.00 0.29 1.00 0.20
Lane Grp Cap(c), veh/h 188 0 353 196 0 342 37 985 985 143 1090 1107 V/C Ratio(X) 0.23 0.00 0.61 0.11 0.00 0.64 0.64 0.23 0.24 0.98 0.18 0.18 Avail Cap(c_a), veh/h 371 0 639 379 0 619 143 985 985 143 1090 1107 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.0 0.0 27.7 31.9 0.0 27.8 35.6 0.0 0.0 31.4 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 2.1 0.3 0.0 2.4 6.6 0.5 0.6 67.4 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 0.8 0.0 3.6 0.4 0.0 3.7 0.5 0.1 0.2 4.9 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.7 0.0 29.7 32.2 0.0 30.3 42.2 0.5 0.6 98.9 0.4 0.4 LnGrp LOS C A C C A C D A A F A A
Approach Vol, veh/h 258 240 484 535
Approach Delay, s/veh 30.4 30.4 2.6 26.0
Approach LOS C C A C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 5.6 50.2 19.2 10.0 45.8 19.2
Change Period (Y+Rc), s 4.0 * 4.2 * 4.7 4.0 * 4.2 * 4.7 Max Green Setting (Gmax), s 6.0 * 30 * 26 6.0 * 30 * 26 Max Q Clear Time (g_c+I1), s 3.0 2.0 11.4 7.8 2.0 13.2
Green Ext Time (p_c), s 0.0 3.5 1.3 0.0 4.2 1.3
Intersection Summary
HCM 6th Ctrl Delay 20.0
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
21: E 3rd St & Long Beach Blvd 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 21 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 8 190 70 71 371 0 0 289 89 Future Volume (veh/h) 0 0 0 8 190 70 71 371 0 0 289 89
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 9 207 76 77 403 0 0 314 97
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 474 945 422 98 2158 0 0 1773 791
Arrive On Green 0.27 0.27 0.27 0.11 1.00 0.00 0.00 1.00 1.00 Sat Flow, veh/h 1781 3554 1585 1781 3647 0 0 3647 1585
Grp Volume(v), veh/h 9 207 76 77 403 0 0 314 97
Grp Sat Flow(s),veh/h/ln 1781 1777 1585 1781 1777 0 0 1777 1585 Q Serve(g_s), s 0.3 3.4 2.8 3.2 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 0.3 3.4 2.8 3.2 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 474 945 422 98 2158 0 0 1773 791 V/C Ratio(X) 0.02 0.22 0.18 0.79 0.19 0.00 0.00 0.18 0.12 Avail Cap(c_a), veh/h 834 1663 742 143 2158 0 0 1773 791 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 0.98 0.98 0.00 0.00 0.99 0.99 Uniform Delay (d), s/veh 20.3 21.4 21.2 32.9 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.2 0.3 9.3 0.2 0.0 0.0 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.4 1.0 1.5 0.1 0.0 0.0 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.3 21.6 21.5 42.2 0.2 0.0 0.0 0.3 0.4 LnGrp LOS CCCD AAAAA
Approach Vol, veh/h 292 480 411
Approach Delay, s/veh 21.5 6.9 0.3
Approach LOS C A A
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s8.1 42.0 24.9 50.1
Change Period (Y+Rc), s 4.0 4.6 * 4.9 4.6
Max Green Setting (Gmax), s 6.0 20.4 * 35 30.4
Max Q Clear Time (g_c+I1), s 5.2 2.0 5.4 2.0
Green Ext Time (p_c), s 0.0 2.2 2.4 2.8
Intersection Summary
HCM 6th Ctrl Delay 8.2
HCM 6th LOS A
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
22: Long Beach Blvd & E Broadway 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 22 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 142 462 44 0 0 0 0 280 48 90 203 0 Future Volume (veh/h) 142 462 44 0 0 0 0 280 48 90 203 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 154 502 48 0 304 52 98 221 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 475 874 83 0 1568 265 163 2189 0
Arrive On Green 0.09 0.09 0.09 0.00 0.52 0.52 0.09 1.00 0.00 Sat Flow, veh/h 1781 3278 313 0 3134 514 3456 3647 0
Grp Volume(v), veh/h 154 271 279 0 176 180 98 221 0
Grp Sat Flow(s),veh/h/ln1781 1777 1814 0 1777 1778 1728 1777 0 Q Serve(g_s), s 6.1 11.0 11.1 0.0 4.0 4.1 2.0 0.0 0.0
Cycle Q Clear(g_c), s 6.1 11.0 11.1 0.0 4.0 4.1 2.0 0.0 0.0 Prop In Lane 1.00 0.17 0.00 0.29 1.00 0.00
Lane Grp Cap(c), veh/h 475 474 484 0 916 917 163 2189 0 V/C Ratio(X) 0.32 0.57 0.58 0.00 0.19 0.20 0.60 0.10 0.00 Avail Cap(c_a), veh/h 841 839 856 0 916 917 230 2189 0
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 2.00 2.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 0.00 1.00 1.00 0.99 0.99 0.00 Uniform Delay (d), s/veh 27.9 30.1 30.1 0.0 9.8 9.8 33.3 0.0 0.0 Incr Delay (d2), s/veh 0.4 1.0 1.0 0.0 0.5 0.5 1.3 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.7 5.3 5.4 0.0 1.5 1.6 0.8 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.2 31.1 31.2 0.0 10.2 10.3 34.6 0.1 0.0 LnGrp LOS C C C A B B C A A
Approach Vol, veh/h 704 356 319
Approach Delay, s/veh 30.5 10.3 10.7
Approach LOS C B B
Timer - Assigned Phs 2 5 6 8
Phs Duration (G+Y+Rc), s 50.4 7.5 42.9 24.6
Change Period (Y+Rc), s * 4.2 4.0 * 4.2 4.6
Max Green Setting (Gmax), s * 31 5.0 * 22 35.4
Max Q Clear Time (g_c+I1), s 2.0 4.0 6.1 13.1
Green Ext Time (p_c), s 2.0 0.0 2.5 3.9
Intersection Summary
HCM 6th Ctrl Delay 20.7
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
23: Long Beach Blvd & E 1st St 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 23 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 16 4 12 14 5 52 6 280 28 19 235 27 Future Volume (veh/h) 16 4 12 14 5 52 6 280 28 19 235 27 Initial Q (Qb), veh 0 00000000000
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 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 17 4 13 15 5 57 7 304 30 21 255 29 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 22222222222
Cap, veh/h 162 14 34 212 37 106 13 2038 200 37 2262 1009 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.01 0.62 0.62 0.02 0.64 0.64 Sat Flow, veh/h 625 208 516 1080 547 1585 1781 3269 320 1781 3554 1585 Grp Volume(v), veh/h 34 0 0 20 0 57 7 164 170 21 255 29 Grp Sat Flow(s),veh/h/ln1349 0 0 1628 0 1585 1781 1777 1813 1781 1777 1585 Q Serve(g_s), s 0.8 0.0 0.0 0.0 0.0 1.6 0.2 1.7 1.7 0.5 1.3 0.3 Cycle Q Clear(g_c), s 1.3 0.0 0.0 0.5 0.0 1.6 0.2 1.7 1.7 0.5 1.3 0.3 Prop In Lane 0.50 0.38 0.75 1.00 1.00 0.18 1.00 1.00
Lane Grp Cap(c), veh/h 210 0 0 249 0 106 13 1108 1130 37 2262 1009 V/C Ratio(X) 0.16 0.00 0.00 0.08 0.00 0.54 0.53 0.15 0.15 0.57 0.11 0.03 Avail Cap(c_a), veh/h 1032 0 0 1078 0 988 238 1108 1130 238 2262 1009 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 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.2 0.0 0.0 19.8 0.0 20.3 22.2 3.5 3.5 21.8 3.2 3.0 Incr Delay (d2), s/veh 0.3 0.0 0.0 0.1 0.0 3.1 11.5 0.3 0.3 5.2 0.1 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/ln0.3 0.0 0.0 0.2 0.0 0.6 0.1 0.4 0.4 0.3 0.3 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.5 0.0 0.0 19.9 0.0 23.4 33.7 3.8 3.8 27.0 3.3 3.1 LnGrp LOS C AABACCAACAA
Approach Vol, veh/h 34 77 341 305
Approach Delay, s/veh 20.5 22.5 4.4 4.9
Approach LOS C C A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s4.3 32.6 8.0 4.9 32.0 8.0
Change Period (Y+Rc), s 4.0 4.0 5.0 4.0 4.0 5.0
Max Green Setting (Gmax), s 6.0 28.0 28.0 6.0 28.0 28.0 Max Q Clear Time (g_c+I1), s 2.2 3.3 3.6 2.5 3.7 3.3
Green Ext Time (p_c), s 0.0 2.4 0.2 0.0 2.8 0.1
Intersection Summary
HCM 6th Ctrl Delay 7.2
HCM 6th LOS A
HCM Signalized Intersection Capacity Analysis
24: E Ocean Blvd & Long Beach Blvd 08/24/2022
Existing PM 11:30 pm 08/23/2022 Synchro 11 Report

Page 4 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 175 1501 941 131 111 171
Future Volume (vph) 175 1501 941 131 111 171
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Lane Util. Factor 1.00 0.91 0.91 1.00 0.97 0.91
Frt 1.00 1.00 1.00 0.85 0.94 0.85
Flt Protected 0.95 1.00 1.00 1.00 0.97 1.00
Satd. Flow (prot) 1770 5085 5085 1583 3291 1441
Flt Permitted 0.25 1.00 1.00 1.00 0.97 1.00
Satd. Flow (perm) 457 5085 5085 1583 3291 1441
Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92
Adj. Flow (vph) 190 1632 1023 142 121 186
RTOR Reduction (vph) 0 0 0 38 80 91
Lane Group Flow (vph) 190 1632 1023 104 128 8
Turn Type pm+pt NA NA Perm Perm Perm
Protected Phases 5 2 6
Permitted Phases 2 6 4 4
Actuated Green, G (s) 99.3 99.3 88.2 88.2 9.9 9.9
Effective Green, g (s) 99.3 99.3 88.2 88.2 9.9 9.9
Actuated g/C Ratio 0.83 0.83 0.74 0.74 0.08 0.08
Clearance Time (s) 4.0 4.6 4.6 4.6 6.2 6.2
Vehicle Extension (s) 2.0 4.0 4.0 4.0 3.0 3.0
Lane Grp Cap (vph) 455 4207 3737 1163 271 118
v/s Ratio Prot 0.02 c0.32 0.20
v/s Ratio Perm c0.32 0.07 c0.04 0.01
v/c Ratio 0.42 0.39 0.27 0.09 0.47 0.07
Uniform Delay, d1 2.4 2.6 5.3 4.5 52.6 50.8
Progression Factor 2.25 0.39 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.2 0.2 0.2 1.3 0.2
Delay (s) 5.6 1.3 5.5 4.7 53.9 51.0
Level of Service AAAADD
Approach Delay (s) 1.7 5.4 53.0
Approach LOS A A D
Intersection Summary
HCM 2000 Control Delay 7.8 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.44
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 14.8 Intersection Capacity Utilization 45.2% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX D

CUMULATIVE PROJECTS INFORMATION
Left Through Right Left Through Right Left Through Right Left Through Right

1. Pine Avenue/8th Street 0 24 0 0 49 0 0 0 0 0 3 2

2. Pine Avenue/7th Street 20 24 0 0 34 15 0 0 0 0 49 0

3. Pine Avenue/6th Street 0 25 0 0 34 0 19 12 52 0 0 0

4. Pine Avenue/5th Street 0 25 0 0 86 0 0 2 0 0 2 05. Pine Avenue/4th Street 4 21 2 0 38 48 0 49 5 2 42 46. Pine Avenue/3rd Street 0 24 0 0 36 9 0 0 0 36 282 3

7. Pine Avenue/Broadway 0 16 57 34 38 0 8 176 0 0 0 0

8. Pine Avenue/1st Street 0 68 0 0 23 0 0 0 0 0 0 0

9. Pine Avenue/Ocean Boulevard 90 4 45 17 0 13 45 312 0 80 246 22

10. Locust Avenue/8th Street 000000090000

11. Locust Avenue/7th Street 0 0 0 0 0 0 0 0 0 0 14 012. Locust Avenue/6th Street 0 0 0 0 0 0 0 12 0 0 0 013. The Promenade/5th Street 200000002200

14. The Promenade/4th Street 0 0 0 5 0 3 3 43 0 0 37 315. The Promenade/3rd Street 0 0 0 0 0 0 0 0 0 0 282 0

16. Long Beach Boulevard/8th Street 6 130 0 5 132 4 0 0 0 0 0 0

17. Long Beach Boulevard/7th Street 0 121 0 0 131 0 0 0 0 30 49 1518. Long Beach Boulevard/6th Street 0 121 0 7 154 0 0 11 0 0 0 019. Long Beach Boulevard/5th Street 0 119 0 0 152 2 0 0 0 0 0 020. Long Beach Boulevard/4th Street 9 117 15 0 106 31 4 43 6 15 8 021. Long Beach Boulevard/3rd Street 20 122 0 0 128 14 0 0 0 4 287 24

22. Long Beach Boulevard/Broadway 0 115 3 21 110 0 18 178 46 0 0 0

23. Long Beach Boulevard/1st Street 0 95 6 26 114 0 0 0 0 5 0 1

24. Long Beach Boulevard/Ocean Boulevard 0 0 0 19 0 100 79 221 0 0 273 22 Cumulative Projects AM Peak‐Hour Volumes
Intersection
Northbound Southbound Eastbound Westbound
P:\LBL2201\Traffic\Cumulative Projects\Cumulative Projects Information.xlsx\AM Cumul (8/28/2022) Left Through Right Left Through Right Left Through Right Left Through Right

1. Pine Avenue/8th Street 0 39 0 0 54 0 0 0 0 0 7 5

2. Pine Avenue/7th Street 15 39 0 0 40 14 0 0 0 0 65 0

3. Pine Avenue/6th Street 0 34 0 0 40 0 20 22 51 0 0 0

4. Pine Avenue/5th Street 0 34 0 0 91 0 0 5 0 0 4 05. Pine Avenue/4th Street 6 28 5 0 45 46 0 36 6 4 44 66. Pine Avenue/3rd Street 0 33 0 0 43 12 0 0 0 46 283 6

7. Pine Avenue/Broadway 0 20 70 40 49 0 13 322 0000

8. Pine Avenue/1st Street 0 74 0 0 33 0 0 0 0 0 0 0

9. Pine Avenue/Ocean Boulevard 114 6 49 23 0 29 33 428 0 88 305 2310. Locust Avenue/8th Street 000000070000

11. Locust Avenue/7th Street 0 0 0 0 0 0 0 0 0 0 19 012. Locust Avenue/6th Street 0 0 0 0 0 0 0 22 0 0 0 013. The Promenade/5th Street 400000005400

14. The Promenade/4th Street 0 0 0 10 0 6 7 29 0 0 36 615. The Promenade/3rd Street 0 0 0 0 0 0 0 0 0 0 254 0

16. Long Beach Boulevard/8th Street 5 186 0 9 179 3 0 0 0 0 0 0

17. Long Beach Boulevard/7th Street 0 160 0 0 179 0 0 0 0 29 65 3018. Long Beach Boulevard/6th Street 0 160 0 18 190 0 0 22 0 0 0 019. Long Beach Boulevard/5th Street 0 156 0 0 186 4 0 0 0 0 0 020. Long Beach Boulevard/4th Street 14 155 28 0 141 30 5 32 7 28 10 0

21. Long Beach Boulevard/3rd Street 27 178 0 0 174 18 0 0 0 4 290 28

22. Long Beach Boulevard/Broadway 0 159 6 42 136 0 33 379 58 0 0 0

23. Long Beach Boulevard/1st Street 0 127 7 48 157 0 0 0 0 8 0 1

24. Long Beach Boulevard/Ocean Boulevard 0 0 0 23 0 142 105 324 0 0 302 27 Cumulative Projects PM Peak‐Hour Volumes
Intersection
Northbound Southbound Eastbound Westbound
P:\LBL2201\Traffic\Cumulative Projects\Cumulative Projects Information.xlsx\PM Cumul (8/28/2022)

T R A F F I C I M P A C T AN A L Y S I S
OC T O B E R 2022

MO S A I C P R O J E C T

L O N G BE A C H, C A L I F O R N I A
P:\LBL2201\Traffic\doc\TIA2.docx «10/04/22»

APPENDIX E
OPENING YEAR (2027) LOS WORKSHEETS
HCM 6th Signalized Intersection Summary
1: Pine Ave & W 8th St/E 8th St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 34 7 0 37 10 4 75 6 8 89 9
Future Volume (veh/h) 0 34 7 0 37 10 4 75 6 8 89 9
Initial Q (Qb), veh 000000000000
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 0 1870 1870 0 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 37 8 0 40 11 4 82 7 9 97 10
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 022022222222
Cap, veh/h 0 815 176 0 772 212 486 585 50 502 574 59
Arrive On Green 0.00 0.55 0.55 0.00 0.55 0.55 0.34 0.34 0.34 0.34 0.34 0.34 Sat Flow, veh/h 0 1490 322 0 1412 388 1287 1699 145 1308 1668 172 Grp Volume(v), veh/h 0 0 45 0 0 51 4 0 89 9 0 107
Grp Sat Flow(s),veh/h/ln 0 0 1812 0 0 1800 1287 0 1844 1308 0 1839 Q Serve(g_s), s 0.0 0.0 0.9 0.0 0.0 1.0 0.2 0.0 2.5 0.4 0.0 3.0 Cycle Q Clear(g_c), s 0.0 0.0 0.9 0.0 0.0 1.0 3.2 0.0 2.5 2.9 0.0 3.0 Prop In Lane 0.00 0.18 0.00 0.22 1.00 0.08 1.00 0.09
Lane Grp Cap(c), veh/h 0 0 991 0 0 984 486 0 634 502 0 633 V/C Ratio(X) 0.00 0.00 0.05 0.00 0.00 0.05 0.01 0.00 0.14 0.02 0.00 0.17 Avail Cap(c_a), veh/h 0 0 991 0 0 984 486 0 634 502 0 633 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) 0.00 0.00 1.00 0.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 7.9 0.0 0.0 7.9 18.2 0.0 17.0 17.9 0.0 17.1 Incr Delay (d2), s/veh 0.0 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.5 0.1 0.0 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 0.0 0.0 0.3 0.0 0.0 0.4 0.1 0.0 1.1 0.1 0.0 1.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 8.0 0.0 0.0 8.0 18.3 0.0 17.4 18.0 0.0 17.7 LnGrp LOS AAAAAABABBAB
Approach Vol, veh/h 45 51 93 116
Approach Delay, s/veh 8.0 8.0 17.5 17.7
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 45.0 30.0 45.0 30.0
Change Period (Y+Rc), s 4.0 * 4.2 4.0 * 4.2
Max Green Setting (Gmax), s 41.0 * 26 41.0 * 26
Max Q Clear Time (g_c+I1), s 2.9 5.0 3.0 5.2
Green Ext Time (p_c), s 0.3 0.4 0.4 0.3
Intersection Summary
HCM 6th Ctrl Delay 14.6
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
2: Pine Ave & W 7th St/E 7th St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 19 922 64 55 59 0 0 73 35
Future Volume (veh/h) 0 0 0 19 922 64 55 59 0 0 73 35
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 21 1002 70 60 64 0 0 79 38
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 52 2651 191 475 643 0 0 410 197
Arrive On Green 0.54 0.54 0.54 0.34 0.34 0.00 0.00 0.34 0.34 Sat Flow, veh/h 97 4921 355 1275 1870 0 0 1193 574
Grp Volume(v), veh/h 403 334 356 60 64 0 0 0 117
Grp Sat Flow(s),veh/h/ln 1865 1702 1806 1275 1870 0 0 0 1767 Q Serve(g_s), s 9.5 8.5 8.5 2.6 1.7 0.0 0.0 0.0 3.5
Cycle Q Clear(g_c), s 9.5 8.5 8.5 6.1 1.7 0.0 0.0 0.0 3.5 Prop In Lane 0.05 0.20 1.00 0.00 0.00 0.32
Lane Grp Cap(c), veh/h 1005 917 973 475 643 0 0 0 608
V/C Ratio(X) 0.40 0.36 0.37 0.13 0.10 0.00 0.00 0.00 0.19 Avail Cap(c_a), veh/h 1005 917 973 475 643 0 0 0 608
HCM Platoon Ratio 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 1.00 0.00 0.00 0.00 0.99 Uniform Delay (d), s/veh 10.2 9.9 9.9 19.4 16.7 0.0 0.0 0.0 17.3 Incr Delay (d2), s/veh 1.2 1.1 1.1 0.5 0.3 0.0 0.0 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 3.1 3.3 0.8 0.8 0.0 0.0 0.0 1.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.4 11.1 11.0 20.0 17.0 0.0 0.0 0.0 18.0 LnGrp LOS BBBBBAAAB
Approach Vol, veh/h 1093 124 117
Approach Delay, s/veh 11.2 18.4 18.0
Approach LOS B B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 * 4.2 * 4.2
Max Green Setting (Gmax), s 40.4 * 26 * 26
Max Q Clear Time (g_c+I1), s 11.5 8.1 5.5
Green Ext Time (p_c), s 11.4 0.5 0.7
Intersection Summary
HCM 6th Ctrl Delay 12.4
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

HCM 6th Signalized Intersection Summary
3: Pine Ave & W 6th St/E 6th St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 3 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 40 507 96 0 0 0 0 68 12 24 95 0
Future Volume (veh/h) 40 507 96 0 0 0 0 68 12 24 95 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 43 551 104 0 74 13 26 103 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 168 2280 439 0 537 94 507 648 0
Arrive On Green 0.55 0.55 0.55 0.00 0.35 0.35 0.11 0.11 0.00 Sat Flow, veh/h 308 4171 803 0 1549 272 1310 1870 0
Grp Volume(v), veh/h 259 216 223 0 0 87 26 103 0
Grp Sat Flow(s),veh/h/ln1855 1702 1726 0 0 1821 1310 1870 0 Q Serve(g_s), s 5.5 4.9 5.1 0.0 0.0 2.5 1.3 3.7 0.0
Cycle Q Clear(g_c), s 5.5 4.9 5.1 0.0 0.0 2.5 3.8 3.7 0.0 Prop In Lane 0.17 0.47 0.00 0.15 1.00 0.00
Lane Grp Cap(c), veh/h 1014 930 943 0 0 631 507 648 0
V/C Ratio(X) 0.26 0.23 0.24 0.00 0.00 0.14 0.05 0.16 0.00 Avail Cap(c_a), veh/h 1014 930 943 0 0 631 507 648 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00 0.99 0.99 0.00 Uniform Delay (d), s/veh 9.0 8.8 8.9 0.0 0.0 16.8 24.5 23.3 0.0 Incr Delay (d2), s/veh 0.6 0.6 0.6 0.0 0.0 0.5 0.2 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 1.8 1.8 0.0 0.0 1.1 0.4 1.7 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.6 9.4 9.4 0.0 0.0 17.3 24.7 23.9 0.0 LnGrp LOS A A A A A B C C A
Approach Vol, veh/h 698 87 129
Approach Delay, s/veh 9.5 17.3 24.0
Approach LOS A B C
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.0 4.0 4.0
Max Green Setting (Gmax), s 41.0 26.0 26.0
Max Q Clear Time (g_c+I1), s 7.5 5.8 4.5
Green Ext Time (p_c), s 6.9 0.6 0.4
Intersection Summary
HCM 6th Ctrl Delay 12.3
HCM 6th LOS B
HCM Signalized Intersection Capacity Analysis
4: Pine Ave & W 5th St/E 5th St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 1 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 3 24 8 1 19 21 1 54 3 24 150 20
Future Volume (vph) 3 24 8 1 19 21 1 54 3 24 150 20
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.97 1.00 0.97 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 0.99 1.00 0.98 1.00 Frt 1.00 0.85 1.00 0.85 1.00 0.99 1.00 0.98
Flt Protected 0.99 1.00 1.00 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1852 1539 1858 1539 1746 1846 1740 1821 Flt Permitted 0.99 1.00 1.00 1.00 0.58 1.00 0.72 1.00
Satd. Flow (perm) 1844 1539 1856 1539 1064 1846 1313 1821 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 3 26 9 1 21 23 1 59 3 26 163 22
RTOR Reduction (vph) 004009020070
Lane Group Flow (vph) 0 29 5 0 22 14 1 60 0 26 178 0
Confl. Peds. (#/hr) 10 10 10 10 10 10 10 10
Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2 2 6 6 8 4
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 1126 939 1133 939 295 511 364 505
v/s Ratio Prot 0.03 c0.10
v/s Ratio Perm c0.02 0.00 0.01 0.01 0.00 0.02
v/c Ratio 0.03 0.01 0.02 0.01 0.00 0.12 0.07 0.35
Uniform Delay, d1 5.8 5.7 5.8 5.7 19.6 20.2 20.0 21.7
Progression Factor 1.00 1.00 1.00 1.00 0.53 0.53 0.82 0.81 Incremental Delay, d2 0.0 0.0 0.0 0.0 0.0 0.5 0.4 1.9
Delay (s) 5.8 5.7 5.8 5.7 10.4 11.2 16.8 19.5
Level of Service A A AABB BB
Approach Delay (s) 5.8 5.8 11.2 19.2
Approach LOS AABB
Intersection Summary
HCM 2000 Control Delay 14.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.14
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5: Pine Ave & W 4th St/E 4th St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 2 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 2 137 18 16 123 18 8 45 40 18 84 56 Future Volume (vph) 2 137 18 16 123 18 8 45 40 18 84 56 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.98 1.00 0.93 1.00 0.94
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1830 1770 1826 1770 1732 1770 1751 Flt Permitted 0.66 1.00 0.65 1.00 0.64 1.00 0.70 1.00
Satd. Flow (perm) 1228 1830 1211 1826 1183 1732 1299 1751 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 2 149 20 17 134 20 9 49 43 20 91 61
RTOR Reduction (vph) 0 3 0 0 4 0 0 31 0 0 33 0
Lane Group Flow (vph) 2 166 0 17 150 0 9 61 0 20 119 0
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 2684
Permitted Phases 2684
Actuated Green, G (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Effective Green, g (s) 45.8 45.8 45.8 45.8 20.8 20.8 20.8 20.8 Actuated g/C Ratio 0.61 0.61 0.61 0.61 0.28 0.28 0.28 0.28 Clearance Time (s) 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 749 1117 739 1115 328 480 360 485
v/s Ratio Prot c0.09 0.08 0.04 c0.07
v/s Ratio Perm 0.00 0.01 0.01 0.02
v/c Ratio 0.00 0.15 0.02 0.13 0.03 0.13 0.06 0.25
Uniform Delay, d1 5.7 6.3 5.8 6.2 19.7 20.3 19.9 21.0
Progression Factor 1.00 1.00 1.00 1.00 1.83 2.31 0.62 0.45 Incremental Delay, d2 0.0 0.3 0.0 0.1 0.2 0.5 0.3 1.2
Delay (s) 5.7 6.5 5.8 6.3 36.3 47.5 12.5 10.5
Level of Service A A A A D D B B
Approach Delay (s) 6.5 6.2 46.5 10.8
Approach LOS A A D B
Intersection Summary
HCM 2000 Control Delay 14.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.19
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.4 Intersection Capacity Utilization 37.0% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM 6th Signalized Intersection Summary
6: Pine Ave & W 3rd St/E 3rd St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 6 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 71 616 33 19 59 0 0 90 30
Future Volume (veh/h) 0 0 0 71 616 33 19 59 0 0 90 30
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 0 0 1870 1870 Adj Flow Rate, veh/h 77 670 36 21 64 0 0 98 33
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222220022
Cap, veh/h 960 1848 99 487 648 0 0 648 549
Arrive On Green 0.18 0.18 0.18 0.35 0.35 0.00 0.00 0.35 0.35 Sat Flow, veh/h 1781 3430 184 1259 1870 0 0 1870 1585
Grp Volume(v), veh/h 77 347 359 21 64 0 0 98 33
Grp Sat Flow(s),veh/h/ln 1781 1777 1837 1259 1870 0 0 1870 1585 Q Serve(g_s), s 2.7 12.9 12.9 0.9 1.7 0.0 0.0 2.7 1.0
Cycle Q Clear(g_c), s 2.7 12.9 12.9 3.6 1.7 0.0 0.0 2.7 1.0 Prop In Lane 1.00 0.10 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 960 957 990 487 648 0 0 648 549
V/C Ratio(X) 0.08 0.36 0.36 0.04 0.10 0.00 0.00 0.15 0.06 Avail Cap(c_a), veh/h 960 957 990 487 648 0 0 648 549
HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.98 0.98 0.98 0.99 0.99 0.00 0.00 0.97 0.97 Uniform Delay (d), s/veh 15.3 19.5 19.5 18.1 16.6 0.0 0.0 16.9 16.3 Incr Delay (d2), s/veh 0.2 1.0 1.0 0.2 0.3 0.0 0.0 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 %ile BackOfQ(50%),veh/ln 1.0 6.3 6.5 0.3 0.8 0.0 0.0 1.2 0.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.5 20.6 20.5 18.3 16.9 0.0 0.0 17.4 16.5 LnGrp LOS B C C BBAABB
Approach Vol, veh/h 783 85 131
Approach Delay, s/veh 20.0 17.2 17.2
Approach LOS C B B
Timer - Assigned Phs 2 4 8
Phs Duration (G+Y+Rc), s 45.0 30.0 30.0
Change Period (Y+Rc), s 4.6 4.0 4.0
Max Green Setting (Gmax), s 40.4 26.0 26.0
Max Q Clear Time (g_c+I1), s 14.9 5.6 4.7
Green Ext Time (p_c), s 7.1 0.4 0.7
Intersection Summary
HCM 6th Ctrl Delay 19.4
HCM 6th LOS B
HCM 6th Signalized Intersection Summary
7: Pine Ave & W Broadway/E Broadway 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 27 408 26 0 0 0 0 54 71 69 92 0
Future Volume (veh/h) 27 408 26 0 0 0 0 54 71 69 92 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 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 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 0 1870 1870 1870 1870 0 Adj Flow Rate, veh/h 29 443 28 0 59 77 75 100 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 022220
Cap, veh/h 817 1557 98 0 228 298 522 798 0
Arrive On Green 0.46 0.46 0.46 0.00 0.31 0.31 0.08 0.57 0.00 Sat Flow, veh/h 1781 3395 214 0 736 961 1781 1870 0
Grp Volume(v), veh/h 29 231 240 0 0 136 75 100 0
Grp Sat Flow(s),veh/h/ln1781 1777 1832 0 0 1697 1781 1870 0 Q Serve(g_s), s 0.7 6.1 6.1 0.0 0.0 4.5 2.0 1.9 0.0
Cycle Q Clear(g_c), s 0.7 6.1 6.1 0.0 0.0 4.5 2.0 1.9 0.0 Prop In Lane 1.00 0.12 0.00 0.57 1.00 0.00
Lane Grp Cap(c), veh/h 817 815 840 0 0 526 522 798 0
V/C Ratio(X) 0.04 0.28 0.29 0.00 0.00 0.26 0.14 0.13 0.00 Avail Cap(c_a), veh/h 817 815 840 0 0 526 552 798 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 0.99 1.00 1.00 0.00 Uniform Delay (d), s/veh 11.2 12.6 12.6 0.0 0.0 19.4 14.1 9.7 0.0 Incr Delay (d2), s/veh 0.1 0.9 0.9 0.0 0.0 1.2 0.0 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.3 2.4 2.5 0.0 0.0 1.9 0.7 0.8 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 11.3 13.5 13.5 0.0 0.0 20.6 14.1 10.0 0.0 LnGrp LOS B B B A A C B B A
Approach Vol, veh/h 500 136 175
Approach Delay, s/veh 13.4 20.6 11.8
Approach LOS B C B
Timer - Assigned Phs 2 4 7 8
Phs Duration (G+Y+Rc), s 39.0 36.0 8.7 27.3
Change Period (Y+Rc), s 4.6 4.0 4.0 4.0
Max Green Setting (Gmax), s 34.4 32.0 6.0 22.0
Max Q Clear Time (g_c+I1), s 8.1 3.9 4.0 6.5
Green Ext Time (p_c), s 4.3 0.5 0.0 0.6
Intersection Summary
HCM 6th Ctrl Delay 14.2
HCM 6th LOS B
Notes
User approved pedestrian interval to be less than phase max green.

HCM Signalized Intersection Capacity Analysis
8: Pine Ave & W 1st St/E 1st St 08/24/2022
Opening Year AM Mosaic Project 8:24 am 08/24/2022 Synchro 11 Report

Page 3 ends
← All documents from this meeting