Cities Index.
Attachment 10

Burbank City Council
September 27, 2022

Document
Attachment 10
Meeting
September 27, 2022
Body
Burbank City Council
Pages
30
Original file
13.4 MB
Text extracted from the city's file for reading and search. Open the original on burbank.granicus.com. That file is the official record.

15 0 0
0 0
60 0
0 0
0 1
________
COLUMN 2
Coord Min. 1.3
26 26
35 0
35 ________
BiTrans 233RV2.x
197 Hollywood Way & Winona Ave
15 05/05/20
55 100
60 255

TRAFFIC SIGNAL
Coordination Timing
255
0 130 140
80 0
0 0
70 00 0
255
00 0
0 0
00 0
0 0
255
00 0
0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 0
00 0
0 0 0
0 0
0 0
255
00 4040
0 45
0 0
0 7040
4040
40 700
0 40
0 0
0 0
0 45
0 45
0 0
70 0
45 0
50 0
65 0
0 0
0 0
55 40
65 0
0 0
0 0
0 0
0 45
0 110
65 00
120
65 0
53 45
0 90
0 0
80 115
0 80
0 1
6 0
2 50
70 0
0 0
0 0
0 0
0 0
0 0
0 0
4 3
5 0
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0
0 0
0 0
0 B
F
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 0
0 End Week 0
End Month
0 00
Daylight Savings Time
0 (HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -611
2_TS-192 Hollywood & Thornton 05-4-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ 2 _ _ _ 6 _ _ LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ 2 _ _ _ 6 _ _ LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ 2 _ _ _ 6 _ _ LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ 2 _ _ _ 6 _ _ LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ 2 _ _ _ 6 _ _ LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ 2 _ _ _ 6 _ _ LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ 2 _ _ _ 6 _ _ LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ 2 _ _ _ 6 _ _ LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ 2 _ _ _ 6 _ _ LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

0 0 0
0 20
0 0
0 0
0 1
________
COLUMN 2
Coord Min. 1.2
23 30
31 16
31 ________
BiTrans 233RV2.x
192 Hollywood Way & Thornton Ave
15 05/04/20
68 100
75 255

TRAFFIC SIGNAL
Coordination Timing
255
0 130 140
60 0
0 0
55 00 0
255
00 0
0 0
00 0
0 0
255
00 16
0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 0
00 0
0 0 0
0 0
0 0
255
00 1055
0 56
0 0
20 55105
1055
5 550
0 52
0 17
0 0
0 56
0 64
0 22
0 0
64 20
66 28
0 0
0 0
0 28
0 52
0 0
20 0
0 0
0 0
0 64
0 110
85 00
120
85 0
40 64
0 65
22 0
60 92
0 60
0 1
6 0
2 66
91 0
30 0
0 0
0 0
0 0
0 0
0 0
4 3
5 0
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0
0 0
0 0
0 B
F
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 0
0 End Week 0
End Month
0 00
Daylight Savings Time
0 (HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -612
3_TS-196 Hollywood & Victory 05-04-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ _ _ 4 _ _ _ 8 LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ _ _ 4 _ _ _ 8 LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ _ _ 4 _ _ _ 8 LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ _ _ 4 _ _ _ 8 LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ _ _ 4 _ _ _ 8 LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ _ _ 4 _ _ _ 8 LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ _ _ 4 _ _ _ 8 LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ _ _ 4 _ _ _ 8 LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ _ _ 4 _ _ _ 8 LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

15 0 0
0 65
17 0
50 0
0 1
________
COLUMN 2
Coord Min. 1.3
28 27
29 15
31 ________
BiTrans 233RV2.x
196 Hollywood Way & Victory Blvd
15 05/04/20
15 100
17 255

TRAFFIC SIGNAL
Coordination Timing
255
0 130 140
120
0 0
0 115
00 0
255
00 0
0 0
00 0
0 0
255
00 15
0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 0
00 0
0 0 0
0 0
0 0
255
00 049
0 0
0 0
72 1150
049
49 1150
0 0
0 65
0 0
0 0
55 0
60 80
21 65
0 90
0 87
22 0
0 0
0 80
15 0
20 0
72 0
0 0
0 50
0 0
0 110
22 6555
120
20 60
105
0 65
125
87 0
120 5
0 120
0 1
6 0
2 0
21 65
83 0
0 0
0 0
0 0
0 0
0 0
4 3
5 0
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0
0 0
0 0
0 B
F
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 0
0 End Week 0
End Month
0 00
Daylight Savings Time
0 (HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -613
4_TS-143 Burbank & Hollywood 04-20-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ _ _ 4 _ _ _ 8 LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ _ _ 4 _ _ _ 8 LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ _ _ 4 _ _ _ 8 LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ _ _ 4 _ _ _ 8 LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ _ _ 4 _ _ _ 8 LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ _ _ 4 _ _ _ 8 LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ _ _ 4 _ _ _ 8 LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ _ _ 4 _ _ _ 8 LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ _ _ 4 _ _ _ 8 LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

(HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>
0 0
End Week 0
End Month
0 00
Daylight Savings Time
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 0
0 0
B
F
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0 4
3 5
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
6 0
2 0
21 60
85 0
35 0
65 55
87 0
55 80
0 55
110
22 6555
120
18 55
0 72
0 0
0 0 49
0 0
0 87
22 0
0 0
0 77
17 0
18 0
55 0
55 77
21 60
0 85
0 0
0 0
0 66
0 0
0 6057
5784
84 60
255
00 5784
0 0
0 0
72 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
00 0
0 0
15 0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 00
0 0
0 255
00 0
0 60
00 0
255
00 0
255

TRAFFIC SIGNAL
Coordination Timing
255
0 130 140
55 0
________
BiTrans 233RV2.x
143 Burbank Blvd & Hollywood Way
17 04/20/20
17 100
17 1
________
COLUMN 2
Coord Min. 0.3
28 29
27 16
32 17
0 0
0 66
17 0
49 0
0 CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -614
5_TS-185 Hollywood & Magnolia 05-04-20

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT 12345678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 15 0 14 0 14 0 14 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK ________ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 8 10 8 7 9 10 9 7 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK ________ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 20 0 20 0 20 0 20 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _2_4_6_8 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL _2___6__ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2_4_6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 35 50 25 50 35 50 25 50 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY _2_4_6_8 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 35 50 25 50 35 50 25 50 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.5 1.0 0.5 0.5 0.5 1.0 0.5 0.5 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 3.6 4.0 3.6 4.0 3.6 4.0 3.6 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 12 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 85 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM 1_3_5_7_ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial * 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow * IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV * 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = * 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1
________
* Protected / Permissive

PHASE DIAGRAM
___4____
________
_____6__
Hollywood WayMagnolia Blvd
________
________
_______8
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8012:172.16.121.85
Maximum
Initial
FDW
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 185 Hollywood Way & Magnolia Bl
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
< C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
12345678
___4____
________
________
_2_4_6_8
_2______
< C/0 + 0 + 2 > =
0 Alternate
Initial
________

3.0 TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
Date:
________
Date:
________
________
________
________
________
________
ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
________
Alternate
Extension
5/4/2020
Date:

Column F
BiTrans 233RV2.x
Date:

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -615

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 195 Hollywood Way & Verdugo Ave
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 0 90 100 110 120 130 140 0 0
0 0 76 40 75 62 120 0 0
0 0 76 40 75 62 62 0 0
0 0 76 40 75 62 30 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 255 255 255 255 255 255 0 0
0 0 0 0 0 0 0 0 0
0 60 65 73 80 90 85 0 0
0 0 0 0 0 0 0 0 0
0 15 15 17 20 25 25 0 0
0 45 50 55 60 70 65 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 0 60 65 73 80 90 85 0 0 13 25 13 26 13 25 13 27 0 0 0 0 0 0 0 0 0
0 15 15 17 20 25 25 0 0
0 45 50 55 60 70 65 0 0
255 0 0 0 0 0 0 0 0 0
15QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.2 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
2 12345678 12345678
2 Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
12345678 12345678
0 2
0 2
12345678 12345678
0 2
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 0 00 0 0 0 00
0 00 0 0 0 00
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________ ________ ________________ ________
12345678 12345678
________ ________
________________
12345678 12345678 12345678 12345678
________ ________ ________ ________
_2_4_6_8 _2_4_6_8_2_4_6_8 _2_4_6_8 _2_4_6_8_2_4_6_8
________________
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__
________
2 _2___6__
________
_2___6___2___6__
Perm 2 - Begin
________
12345678 12345678
_2_4_6_8
Perm 1 - End
_2___6__
0 0
________
________
________
0 ________
________
_2___6___2___6__ _2___6__
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________________________ ________ ________ ________ ________ 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________
Printed: 11/1/2021 4:40 PM
Program 2033 RV
Template revised: 07/29/2015 6_TS-195 Hollywood & Verdugo 07-27-21 2033FYA ATTACHMENT 10 -616
7_TS-266 Alameda & Riverside 05-05-20
266 Alameda/Riverside/Evergreen
Prepared by: RICHARD LOCKYER Date:

Checked by: JONATHAN YEE Date:

Column 0 Column 1 Column 2 Column 3 Column 4 Column 5 Column 6 Column 7 C1 PIN ATTRIBUTES PHASE(S) ASSIGNMENTS C1 PIN ATTRIBUTES PHASE(S) ASSIGNMENTS DESCRIPTION COL-> 1 3 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 DESCRIPTION COL-> 2 4 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 I-2 U 0 _ _ _ • • _ • _ _ • _ _ _ _ _ _ • • • _ _ _ _ • J-9 U 0 _ _ _ • • _ • _ _ _ _ _ • _ _ _ • • • _ _ _ _ O 1 _ _ _ • • _ • _ _ _ _ _ _ • _ _ • • • _ _ _ _ • 1 _ _ _ • • _ • _ • _ _ _ _ _ _ _ • • • _ _ _ _ O 2 _ _ _ • • _ • _ _ _ _ • _ _ _ _ • • • _ _ _ _ • 2 _ _ _ • • _ • _ _ _ _ _ _ _ • _ • • • _ _ _ _ O 3 _ _ _ • • _ • _ _ _ _ _ _ _ _ • • • • _ _ _ _ • 3 _ _ _ • • _ • _ _ _ • _ _ _ _ _ • • • _ _ _ _ O 4 _ _ _ • • _ • _ _ • _ _ _ _ _ _ • • • _ _ _ _ • 4 _ _ _ • • _ • _ _ • _ _ _ _ _ _ • • • _ _ _ _ • 5 _ _ _ • • _ • _ _ _ _ _ _ • _ _ • • • _ _ _ _ • 5 _ _ _ • • _ • _ _ _ _ _ _ • _ _ • • • _ _ _ _ • 6 _ _ _ • • _ • _ _ _ _ • _ _ _ _ • • • _ _ _ _ O 6 _ _ _ • • _ • _ _ X _ 0 _ _ _ _ • • • _ _ _ _ O 7 _ _ _ • • _ • _ _ _ _ _ _ _ _ • • • • _ _ _ _ • 7 _ _ _ • • _ • _ _ _ _ _ _ _ _ • • • • _ _ _ _ • 8 _ _ _ _ _ • • _ _ • _ _ _ _ _ _ • • • _ _ _ _ • 8 _ • _ _ _ _ _ _ _ • _ _ _ _ _ _ • • • _ _ _ _ O 9 _ _ _ _ _ • • _ _ _ _ _ _ • _ _ • • • _ _ _ _ • 9 _ • _ _ _ _ _ _ _ _ _ _ _ • _ _ • • • _ _ _ _ O A _ _ _ _ _ • • _ _ _ _ • _ _ _ _ • • • _ _ _ _ O A _ • _ _ _ _ _ _ _ _ _ 0 _ _ _ _ • • • _ _ _ _ O B _ _ _ _ _ • • _ _ _ _ _ _ _ _ • • • • _ _ _ _ • B _ • _ _ _ _ _ _ _ _ _ _ _ _ _ • • • • _ _ _ _ O C _ _ _ • • _ • _ _ _ _ _ • _ _ _ • • • _ _ _ _ O C _ _ _ • • _ • _ _ • _ _ _ _ _ _ • • • _ _ _ _ • D _ _ _ • • _ • _ • _ _ _ _ _ _ _ • • • _ _ _ _ O D _ _ _ • • _ • _ _ _ _ _ _ • _ _ • • • _ _ _ _ • E _ _ _ • • _ • _ _ _ _ _ _ _ • _ • • • _ _ _ _ O E _ _ _ • • _ • _ _ _ _ 0 _ X _ _ • • • _ _ _ _ O F _ _ _ • • _ • _ _ _ • _ _ _ _ _ • • • _ _ _ _ O F _ _ _ • • _ • _ _ _ _ _ _ _ _ • • • • _ _ _ _ • < C + 0 + D = 0 > DETECTOR ASSIGNMENTS, < C + O + E = 126 > < C + 0 + D = 0 > DETECTOR ASSIGNMENTS, < C + O + E = 126 > DET. ATTRIBUTES
1= Full Time Delay
2 = Pedestrian Call
Detector Monitor OVERLAP # 1 2 3 4 5 6 7 8 3 =
MAX OFF: LOAD SWITCH # 0 4 = Count
< D/0 + 0 + 1 > = 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 5 = Extension MAX ON: VEH SET 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 = Type 3 < D/0 + 0 + 2 > = VEH SET 2 _ _ _ _ _ _ _ 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 = Calling CHATTER TIME: VEH SET 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 = Alternate < D/0 + 0 + 4 > = NEG. VEH. _ 2 _ 4 _ 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DET. ASSIGNMENTS NEG. PED. _ 2 _ _ _ 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 = Det. Set # 1 Power Cycle GREEN OMIT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 = Det. Set # 2 Correction Factors GRN CLR OMIT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 = Det. Set # 3 LONG FAILURE: 4 =
< F/1 + 0 + 6 > = QUE. JUMP PHASE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5 = SHORT FAILURE: QUE. JUMP TIME 6 = MIN Recall On Failure < F/1 + 0 + 7 > = 7 = MAX Recall On Failure
NOTE: 8 = Report On Failure
Do Not Set To Zero GREEN CLEAR
Default Value = 0.5 Sec. YELLOW CHANGE
NOTE: RED CLEAR
< D/0 + 0 + 1 > = 255 OVERLAP ASSIGNMENTS < C + 0 + E = 29 > Disables "Detector Stuck-Off" Failure Reporting Page 2
D
E
F
B
C
7 8
9 A A
B
C
F
1 2
3 4
5 6
D
E
6 1
2 3
4 7
8 9
5 0 00

0.0 0.0

0.0 E 0.0
77WB LT FRONT

EB LT FRONT

NB LT FRONT

WB LT BIKE (VIDEO)
I-3 L
J-3 L
J-13 L0.0

0.0 8
7 9

0.0 0.0

0.0A
I-9 U

0.00.0 3
2 0.00.0

NB PRES

WB PRES (VIDEO)
NB ADV #1

EB PRES (VIDEO)
EB ADV #2
WB ADV #2
NB ADV #2

WB LT REAR

I-6 L

0.0 5
4 05/05/20
61 Standard 332

CABINET

LOCATION
Detector Timing /
59 WB ADV #1

SB PRES
EB ADV #1

EB LT REAR

Ph 6 PPB

NB LT REAR

EB LT BIKE (VIDEO)
46 J-2 L

0.0 Ph 2 PPB
J-13 U
I-12 U
J-7 U
I-13 L
I-12 L

0.0 6
Ph 8 PPB
60 No.

DELAY
CARRY
OVER

0.0 66
I-9 L

0.0 0.0

0.0 67
62 J-3 U
72 63I-3 U
64 0.0

0.0 0.0

0.00.0 0.0

0.0 I-5
B
J-5

0.0D
58 57
50 550.0
44 I-13 U

0.0 1 0.00.0

0.0 0.0
J-9 L
39 0
70 C 0.0

0.0 4
47 5
B
D
69 0.00
J-6 L
No.
40 Overlap Timing

0.0 0.0
45 J-6 U0.0
Standard 332

CABINET

LOCATION
I-6 U
CARRY
OVER
DELAY

0.0 2 41
48 0.0

0.0 0.0
1 6
J-2 U

0.0 I-8

0.0 7

0.0 I-4
J-4

TRAFFIC SIGNAL
C

0.0 9

0.0 0.0
A

0.0 0.0
3 8
J-8

0.0 0.7
I-2 L

0.0 0.0

0.0 F

0.0 0

0.7 14
250
0 I-1
J-1

0.0 E

0.0 0.0
79 74

0.0 0.0
Legend: "•" = Default Settings; "X" = New Settings; "O" = Cleared Default Settings 0 1

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.0 0.0

0.00.00.0 0 00
TO ENABLE "E" PAGE, SET < F + 9 + E =/= 0 >
68 76
J-7 L
0 F
0 0 0
0 42
43 BiTrans 233RV2.x

0.0 0.0
0 00
49 56

0.0 0.0

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -617

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 113 Alameda Ave & Pass Ave
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 120 0 100 110 120 130 140 0 0
19 0 0 41 19 19 89 0 0
22 0 22 22 22 22 81 0 0
19 0 0 19 16 19 53 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
255 0 255 255 255 255 255 0 0
0 0 0 0 0 0 0 0 0
16 0 15 16 16 20 20 0 0
50 0 48 50 50 57 62 0 0
70 0 64 66 70 77 82 0 0
0 0 0 0 0 0 0 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 16 0 18 16 16 20 20 0 0 14 27 14 30 14 27 16 30 50 0 48 50 50 57 62 0 0
80 0 68 75 80 85 90 0 0
0 0 0 0 0 0 0 0 0
255 0 0 0 0 0 0 0 0 0
15QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.3 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
0 12345678 12345678
0 Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
12345678 12345678
0 0
0 0
12345678 12345678
0 0
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 0 00 0 0 0 00
0 00 0 0 0 00
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________ ________ ________________ ________
12345678 12345678
________ ________
________________
12345678 12345678 12345678 12345678
________ ________ ________ ________
_2_4_6_8 _2_4_6_8_2_4_6_8 _2_4_6_8 _2_4_6_8_2_4_6_8
________________
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
___4___8 ___4___8
________
0 ___4___8
________
___4___8___4___8
Perm 2 - Begin
________
12345678 12345678
_2_4_6_8
Perm 1 - End
___4___8
0 0
________
________
________
0 ________
________
___4___8___4___8 ___4___8
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________________________ ________ ________ ________ ________ 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________
Printed: 11/1/2021 4:41 PM
Program 2033 RV
Template revised: 07/29/2015 8_TS-113 Alameda & Pass 07-27-21 2033FYA ATTACHMENT 10 -618

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 242 Olive Ave & Pass Ave
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 0 90 100 110 120 130 140 0 0
0 0 0 26 3 120 100 0 0
0 84 30 26 3 120 100 0 0
0 0 0 26 3 120 100 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 255 255 255 255 255 255 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 17 20 25 25 25 30 0 0
0 36 40 45 50 50 55 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 0 52 60 70 70 75 80 0 0 0 25 14 16 13 29 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 36 40 45 50 50 55 0 0
255 0 0 0 0 0 0 0 0 0
15 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________ ________________________ ________ ________ ________ ________ Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
_2___6___2___6__ _2___6__
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
Perm 1 - End
_2___6__
0 0
________
________
________
0 ________
________
0 _2___6__
________
_2___6___2___6__
Perm 2 - Begin
________
12345678 12345678
_2_4_6_8_2_4_6_8
________________
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
_2___6__ _2___6__
________________ ________ ________ ________
_2_4_6_8 _2_4_6_8_2_4_6_8 _2_4_6_8 _2_4_6_8
________________
12345678 12345678 12345678 12345678
________________ ________
12345678 12345678
________ ________
________ ________________ ________ ________ ________ ________ ________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 00 0 0 0 00
0 00 0 0 0 00
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 0
0 0
12345678 12345678
0 0
Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
0 12345678 12345678
0 Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.3 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Printed: 11/1/2021 4:42 PM
Program 2033 RV
Template revised: 07/29/2015 9_TS-242 Olive & Pass 05-05-20 2033 ATTACHMENT 10 -619
10_TS-106 Hollywood & Alameda 04-16-20

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT 12345678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 19 0 21 0 21 0 19 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK 1_3_5_7_ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 9 11 9 11 9 11 11 11 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK 1_3_5_7_ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 0 0 0 0 25 0 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _2_4_6_8 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL ________ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.0 3.0 2.0 4.0 2.0 3.0 4.0 3.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2_4_6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 3.0 4.0 3.0 5.0 3.0 4.0 5.0 4.0 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 1.5 2.0 1.5 3.0 1.5 2.0 2.5 2.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 25 45 20 45 20 35 20 35 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY ________ 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 35 60 20 65 40 45 30 35 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 1.3 1.0 0.7 1.5 0.7 1.0 1.2 1.0 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 6 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 6 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM ________ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk LAG 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1

PHASE DIAGRAM
___4____
________
_____6__
Hollywood WayAlameda Ave
________
________
_______8
________
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8018:172.16.121.6
Maximum
Initial
FDW
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 106 Alameda Ave & Hollywood Way
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
< C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
12345678
___4____
________
________
_2_4_6_8
_2______
< C/0 + 0 + 2 > =
0 Alternate
Initial
________

3.0 TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
Date:
________
Date:
________
________
________
________
________
________
ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
________
Alternate
Extension
4/16/2020
Date:

Column F
BiTrans 233RV2.x
Date:

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -620

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 190 Hollywood Wy & Riverside Dr
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 10 15 8 10 11 15 0 10

2.5 3.0 2.5 3.0 2.5 3.0 0.0 3.0
15 45 15 45 15 45 0 45
20 45 20 60 20 45 0 60
0 0 0 0 0 0 0 0

4.0 4.0 4.0 4.0 4.0 4.0 0.0 4.0

1.0 2.0 1.0 2.0 1.0 2.0 0.0 2.0
0 7 0 7 0 7 0 7 0
0 18 0 19 0 21 0 21
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 20 0 20 0 20 0 20

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

2.5 2.0 2.5 2.0 2.5 2.0 0.0 2.0

2.5 4.0 2.5 4.0 2.5 4.0 0.0 4.0

0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Yellow Start Phases
123456_8Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT 1_3_5___
Fast Overlap Green Flash
Alternate Minimum
________
All Red Start
_2___6__
_2_4_6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
1_3_5___Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
________
________
Min Gap
________
________
________
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
___4___8
_2_4_6_8
123456_8
________
Pedestrian Forceoff Phases
123_5___
Free Lag Phases _2_4_6_8
_2_4_6_8
Permitted Phases
External Lag Phases
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
_2___6__
________
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
________
________
________
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
Detector Monitoring - 9-3
14 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Printed: 11/1/2021 4:44 PM
Program 2033 RV
Template revised: 07/29/2015 11_TS-190 Hollywood & Riverside 07-27-21 2033FYA ATTACHMENT 10 -621

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 188 Hollywood Way & Olive Ave
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 9 20 0 14 9 10 0 14

3.0 3.0 0.0 3.0 3.0 3.0 0.0 3.0
40 40 0 50 40 40 0 50
40 40 0 50 40 40 0 50
0 0 0 0 0 0 0 0

4.0 4.0 0.0 4.0 4.0 4.0 0.0 4.0

1.0 2.0 0.0 1.0 1.0 2.0 0.0 1.0
0 7 0 7 0 7 0 7 0
0 24 0 20 0 12 0 25
0 0 0 7 0 0 0 7
0 0 0 0 0 0 0 0
0 0 20 0 0 0 20 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

3.0 2.0 0.0 3.0 3.0 2.0 0.0 3.0

3.0 4.0 0.0 3.0 3.0 4.0 0.0 3.0

0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Yellow Start Phases
12_456_8Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT 1___5___
Fast Overlap Green Flash
Alternate Minimum
________
All Red Start
_2___6__
_2_4_6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
1___5___Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
________
________
Min Gap
________
________
________
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
___4___8
_2___6__
12_456_8
________
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases _2_4_6_8
_2_4_6_8
Permitted Phases
External Lag Phases
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
_2___6__
________
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
________
________
___4___8
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
Detector Monitoring - 9-3
14 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Printed: 11/1/2021 4:44 PM
Program 2033 RV
Template revised: 07/29/2015 12_TS-188 Hollywood & Olive 05-04-20 2033FYA ATTACHMENT 10 -622

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division System & Comm Page 1 of 1
Controller: 217 Olive Ave & Riverside Dr
Date:

Date:

Date:

Date:

NOTES:

TRUE NORTH 1 2 3 4 1
9 * NOT USED 2
117
PHASE NORTH 5 6 7 8 QuicComm
* 9600
NOT USED 8-EVEN-1
5 9 10 11 12 6
8 0FtHills IP Port

RICHARD LOCKYER

DAVID WILCOX

VIKKI DAVTIAN
0 7/27/2021
7/16/2021 13:51
#NAME?

Database Last Changed
#NAME?
N-S Street
0 Ethernet Communications - 9-A
AB3418E IP Port
E-W Street
* PPLT / FYA

N-S Street : E-W Street: #NAME?

SubNet Mask
Opticom IP Port
Prepared by:

Checked by:

Approved by:

Completed by:

QuicNet Timing Notes
255.255.255.0
#NAME?
QuicComm IP Port

Area Number
Address
#NAME?

PHASE DIAGRAM
IP Address
QuicNet® System
System ID
Central Control Grp
Field Master
117

#NAME?
#NAME?
#NAME?

CTS DELAY

RTS HOLD
Comm Timeout
Serial Communications - 9-2-1
Area Address

Baud Rate
Port Number
Address
117

Data Bits
2 Gateway 172.16.121.254
Area Number
Protocol
9 Area Address
2070L / 2070E
McCain 2033
Printed: 11/1/2021 4:45 PM
Program 2033 RV
Template revised: 07/29/2015 13_TS-217 Olive & Riverside 07-27-21 2033FYA ATTACHMENT 10 -623
14_TS-112 Alameda & Olive 04-16-20

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name) RED FLASH JUMPERS FOR PHASES 3 AND 7 MUST BE PROGRAMMED FOR YELLOW FLASH, CHANNELS ARE PED OUTPUTS

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 5 5 5 0 5 5 5 RR1 DLY 0 0 PERMIT 12345678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 24 16 10 0 26 12 13 1 Ph. 1 0 0 0 18 5.0 RR1 CLR 0 1 RED LOCK 1___5___ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 10 15 1 17 10 15 1 17 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK 1___5___ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 25 0 0 0 25 0 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _2_4_6_8 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL ________ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.5 4.0 0.0 3.0 2.5 4.0 0.0 3.0 5 Ph. 5 0 0 0 17 5.0 EVB CLR 0 5 View Set Peds _234_678 5 SEQ TIMING 5 = Extension 6 MAX GAP 2.5 5.0 0.0 3.0 2.5 5.0 0.0 3.0 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 2.5 3.0 0.0 3.0 2.5 3.0 0.0 3.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 30 45 1 45 30 45 1 45 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY _2_4_6_8 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 30 45 1 45 30 45 1 45 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.0 1.0 0.0 0.0 0.0 1.0 0.0 0.0 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 4.0 4.0 0.0 4.0 4.0 4.0 0.0 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 3.5 4.0 1.0 2.5 3.5 4.0 1.0 2.5 RR DLY - - - F FIRST PHASES ___4___8 F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 12 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 12 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM ________ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL __3___7_ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 ONTARIO 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV OLD 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = 9 10 11 OLA 12 < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1 OLB
OLA = 3+4-7 OLB = 5+7+8-3 OLC = 3+4 OLD = 7+8 ________
Alternate
Extension
4/16/2020
Date:

Column F
BiTrans 233RV2.x
Date:

ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
__34__78
Date:
________
Date:
________
________
________
________
________
________

TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
0 Alternate
Initial
________

3.0 < C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
12_456_8
___4____
________
________
_234_678
_2______
< C/0 + 0 + 2 > =
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 112 Alameda Ave & Olive Ave
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
_______8
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8018:172.16.121.12
Maximum
Initial
FDW
________
OLC

PHASE DIAGRAM
___4____
________
_____6__
Olive AveAlameda Ave
________
________

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
2) Key stroke: PAGE + COLUMN + ROW
ATTACHMENT 10 -624
15_TS-129 Glenoaks & Buena Vista 07-27-21

Prepared by: RICHARD LOCKYER
Checked by: DAVID WILCOX
Approved by: VIKKI DAVTIAN
Completed by:

NOTES:

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT #NAME? 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 10 0 16 0 17 0 16 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK #NAME? 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 0 10 0 10 6 10 6 10 2 Ph. 2 21 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK #NAME? 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 0 0 0 0 0 0 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL #NAME? 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.5 0.0 0.0 0.0 0.5 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL #NAME? 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 0.0 3.5 0.0 3.0 2.5 3.5 2.5 3.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds #NAME? 5 SEQ TIMING 5 = Extension 6 MAX GAP 0.0 4.5 0.0 4.0 2.5 4.5 2.5 4.0 6 Ph. 6 21 0 0 0 0.0 EVC DLY 0 6 REST IN WALK #NAME? 6 ADV WALK 6 = 7 MIN GAP 0.0 2.5 0.0 2.5 2.5 2.5 2.5 2.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST #NAME? 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 0 50 0 50 20 50 10 50 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY #NAME? 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 0 50 0 50 20 50 15 50 EVD CLR 0 9 VEH MAX CALL #NAME? 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL #NAME? A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 #NAME? B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE #NAME? C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 EV DLY - - - D MAN CONT CALL #NAME? D Sart O'LapYellow D = MAX Term.

E YELLOW 0.0 4.5 0.0 4.0 4.0 4.5 3.6 4.0 RR CLR - - - E YELLOW START #NAME? E STRT VEH CALL E = Forceoff F RED CLEAR 0.0 2.0 0.0 2.0 1.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES #NAME? F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 7 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE #NAME? 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR #NAME? 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR #NAME? 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 29 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV #NAME? 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM #NAME? 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT #NAME? 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY #NAME? 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL #NAME? 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL #NAME? 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL #NAME? 9 FLH YELLOW 2 = Flashing Yellow Arrow NOT USED NOT USED IC SELECT A EM. VEH. A #NAME? A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B #NAME? B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C #NAME? C Low Prio C PH 5 = Ignore P/P on EV 4 = Flash / Free D EM. VEH. D #NAME? D Low Prio D PH 6 = * * 5 = Simplex Master E EXTRA 1 #NAME? E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT #NAME? F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1
RESP CTRL GRP:
#NAME?
Alternate
Extension
7/27/2021
Date:

Column F
BiTrans 233RV2.x
Date:

ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
#NAME?
#NAME?
#NAME?
#NAME?

GLENOAKS NORTH RESPONSIVE
Date:
#NAME?
Date:
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?

TRAFFIC SIGNAL
#NAME?
Phase Configuration
#NAME?
#NAME?
#NAME?
Phase Timing /
0 Alternate
Initial
#NAME?

3.0 < C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
< C/0 + 0 + 2 > =
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 129 Buena Vista St & Glenoaks Blvd
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
* Protected / Permissive
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8015:172.16.121.29
Maximum
Initial
FDW

PHASE DIAGRAM
#NAME?
#NAME?
#NAME?
#NAME?#NAME?
#NAME?
#NAME?
#NAME?
#NAME?

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -625

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 134 Buena Vista & San Fernando
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 6 6 6 10 6 6 10 10

2.0 4.0 2.0 5.0 2.0 4.0 3.5 4.0
20 40 25 90 20 40 40 75
20 40 25 40 20 40 25 60
0 0 0 0 0 0 0 0

3.6 4.0 3.6 4.0 3.6 4.0 4.0 4.0

1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0
0 7 0 7 0 7 0 7 0
0 27 0 26 0 25 0 26
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 25 0 35 0 25 0 25

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

2.0 3.0 2.0 4.0 2.0 3.0 2.5 3.0

2.0 5.0 2.0 6.0 2.0 5.0 4.5 5.0

0.0 1.0 0.0 1.0 0.0 1.0 1.0 1.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Yellow Start Phases
12345678Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Alternate Minimum
________
All Red Start
___4___8
_2_4_6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
1___5___Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
________
______7_
Min Gap
________
________
_2_4_6_8
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
_2_4_6_8
_2_4_6_8
12345678
________
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases _2_4_6_8
_2_4_6_8
Permitted Phases
External Lag Phases
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
________
________
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
________
________
________
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
Detector Monitoring - 9-3
21 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Printed: 11/1/2021 4:47 PM
Program 2033 RV
Template revised: 07/29/2015 16_TS-134 Buena Vista & San Fernando 04-20-20 2033 ATTACHMENT 10 -626

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 128 Buena Vista St & Empire Ave
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 6 8 6 9 6 8 6 9

2.5 3.0 2.5 3.0 2.5 3.0 2.5 3.5
30 60 20 60 20 60 20 60
30 60 20 60 20 60 20 60
0 0 0 0 0 0 0 0

4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0
0 7 0 7 0 7 0 7 0
0 22 0 19 0 14 0 14
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 20 0 20 0 20 0 20

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5

3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.5

0.5 1.0 0.5 1.0 0.5 1.0 0.5 1.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Yellow Start Phases
12345678Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT __3_5___
Fast Overlap Green Flash
Alternate Minimum
________
All Red Start
___4___8
_2_4_6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
__3_5___Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
________
________
Min Gap
________
________
________
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
_2___6__
___4___8
12345678
________
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases 1__4_6_8
1__4_6_8
Permitted Phases
External Lag Phases
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
___4___8
________
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
________
________
________
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
Detector Monitoring - 9-3
21 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Printed: 11/1/2021 4:47 PM
Program 2033 RV
Template revised: 07/29/2015 17_TS-128 Buena Vista & Empire 04-20-20 2033FYA ATTACHMENT 10 -627

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division System & Comm Page 1 of 1
Controller: 136 Buena Vista St & Vanowen St
Date:

Date:

Date:

Date:

NOTES:
1 14
2 36
TRUE NORTH 1 2 3 4 QuicComm
9600
8-EVEN-1
OLA 5
PHASE NORTH 5 6 7 8 6
DUMMY 8

ENTRAPMENT

OLB PROTECTION
9 10 11 12
14 2
4/20/2020
172.16.121.254Gateway
#NAME?

RICHARD LOCKYER

JONATHAN YEE

JONATHAN YEE
36 10-29-2019 - Increased Ø3 All-Red to 1s, Buena Vista to 2s Channel
Offset C = Southbound Bias
INSTALL 332L CABINET WITH MTS RR3 INTERFACE PANEL CONNECTED TO 2070 CONTROLLER USING C11 INTERFACE CABLE

CONFIRM PED YELLOW MOLEX PLUG IN OUTPUT FILE DISCONNECTED INSTALL 2010ECLip CMU AND PROGRAM TO 172.16.123.36
255.255.255.0
Ethernet Communications - 9-A
NetMask
QuicNet Timing Notes
Offset A = Northbound Bias
E-W Street: #NAME?#NAME?

PHASE DIAGRAM

N-S Street
Database Last Changed
E-W Street
Address
Prepared by:

Checked by:

Approved by:

Completed by:

Offset B = Balanced
4/13/2020 7:43
#NAME?
QuicNet® System
System ID
Group
Field Master
36 #NAME?
#NAME?
#NAME?
Serial Communications - 9-2-1
Port Number
Area Address
Comm Timeout

9600 Com CH 15
Area Number

N-S Street :

CTS DELAY
Address
Area Number
Area Address
Protocol
Baud Rate
Data Bits

RTS HOLD
2070L / 2070E
McCain 2033
Printed: 11/1/2021 4:48 PM
Program 2033 RV
Template revised: 07/29/2015 18_TS-136 Buena Vista & Vanowen 04-20-20 2033-RR3 ATTACHMENT 10 -628

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 138 Buena Vista St & Victory Bl
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 0 0 100 110 120 130 140 0 0
0 0 4 60 55 50 65 0 0
0 0 4 60 55 50 50 0 0
0 0 4 60 55 50 55 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 255 255 255 255 255 0 0
0 0 0 0 0 0 0 0 0
0 0 15 19 21 23 25 0 0
0 0 50 54 58 62 66 0 0
0 0 65 77 85 93 106 0 0
0 0 0 0 0 0 0 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 0 0 15 19 21 23 25 0 0 12 30 12 29 12 27 12 28 0 0 50 54 58 62 66 0 0
0 0 65 77 85 93 106 0 0
0 0 0 0 0 0 0 0 0
32 0 0 0 0 0 0 0 0 0
110 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________ ________________________ ________ ________ ________ ________ Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
___4___8___4___8 ___4___8
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
Perm 1 - End
___4___8
0 0
________
________
________
0 ________
________
0 ___4___8
________
___4___8___4___8
Perm 2 - Begin
________
12345678 12345678
_2_4_6_8_2_4_6_8
________________
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
___4___8 ___4___8
________________ ________ ________ ________
_2_4_6_8 _2_4_6_8_2_4_6_8 _2_4_6_8 _2_4_6_8
________________
12345678 12345678 12345678 12345678
________________ ________
12345678 12345678
________ ________
________ ________________ ________ ________ ________ ________ ________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 00 0 0 0 00
0 00 0 0 0 00
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 0
0 0
12345678 12345678
0 0
Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
0 12345678 12345678
0 Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.3 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Printed: 11/1/2021 4:48 PM
Program 2033 RV
Template revised: 07/29/2015 19_TS-138 Victory & Buena Vista 04-20-20 2033 ATTACHMENT 10 -629

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 125 Buena Vista St & Burbank Bl
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 0 0 100 110 120 130 140 0 0
0 0 55 7 10 5 20 0 0
0 0 55 7 10 5 5 0 0
0 0 55 7 10 5 115 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 255 255 255 255 255 0 0
0 0 0 0 0 0 0 0 0
0 0 15 19 21 21 21 0 0
0 0 50 54 58 60 60 0 0
0 0 65 77 85 93 103 0 0
0 0 0 0 0 0 0 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 0 0 15 19 21 21 21 0 0 15 27 15 27 15 28 15 27 0 0 50 54 58 60 60 0 0
0 0 65 77 85 93 103 0 0
0 0 0 0 0 0 0 0 0
255 0 0 0 0 0 0 0 0 0
15 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________ ________________________ ________ ________ ________ ________ Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
___4___8___4___8 ___4___8
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
Perm 1 - End
___4___8
0 0
________
________
________
0 ________
________
0 ___4___8
________
___4___8___4___8
Perm 2 - Begin
________
12345678 12345678
_2_4_6_8_2_4_6_8
________________
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
___4___8 ___4___8
________________ ________ ________ ________
_2_4_6_8 _2_4_6_8_2_4_6_8 _2_4_6_8 _2_4_6_8
________________
12345678 12345678 12345678 12345678
________________ ________
12345678 12345678
________ ________
________ ________________ ________ ________ ________ ________ ________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 00 0 0 0 00
0 00 0 0 0 00
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 0
0 0
12345678 12345678
0 0
Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
0 12345678 12345678
0 Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.3 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Printed: 11/1/2021 4:43 PM
Program 2033 RV
Template revised: 07/29/2015 20_TS-125 Burbank & Buena Vista 04-16-20 2033FYA ATTACHMENT 10 -630

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 131 Buena Vista St & Magnolia Bl
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 0 0 100 110 120 130 140 0 0
0 0 91 62 72 75 105 0 0
0 0 91 62 72 75 75 0 0
0 0 91 62 72 75 55 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 255 255 255 255 255 0 0
0 0 0 0 0 0 0 0 0
0 0 15 19 21 21 21 0 0
0 0 50 54 58 60 60 0 0
0 0 65 77 85 93 103 0 0
0 0 0 0 0 0 0 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 0 0 15 19 21 21 21 0 0 15 27 15 27 15 27 15 26 0 0 50 54 58 60 60 0 0
0 0 65 77 85 93 103 0 0
0 0 0 0 0 0 0 0 0
255 0 0 0 0 0 0 0 0 0
15QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.3 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
0 12345678 12345678
0 Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
12345678 12345678
0 0
0 0
12345678 12345678
0 0
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 0 00 0 0 0 00
0 00 0 0 0 00
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________ ________ ________________ ________
12345678 12345678
________ ________
________________
12345678 12345678 12345678 12345678
________ ________ ________ ________
_2_4_6_8 _2_4_6_8_2_4_6_8 _2_4_6_8 _2_4_6_8_2_4_6_8
________________
Perm 1 - Veh Phases
________
_2_4_6_8 _2_4_6_8
___4___8 ___4___8
________
0 ___4___8
________
___4___8___4___8
Perm 2 - Begin
________
12345678 12345678
_2_4_6_8
Perm 1 - End
___4___8
0 0
________
________
________
0 ________
________
___4___8___4___8 ___4___8
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________________________ ________ ________ ________ ________ 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________
Printed: 11/1/2021 4:49 PM
Program 2033 RV
Template revised: 07/29/2015 21_TS-131 Magnolia & Buena Vista 04-20-20 2033FYA ATTACHMENT 10 -631

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 132 Buena Vista St & Olive Ave
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 6 8 6 8 6 8 6 8

2.5 3.0 2.5 3.0 2.5 3.0 2.5 3.0
25 60 25 60 25 60 25 60
25 60 25 60 25 60 25 60
0 0 0 0 0 0 0 0

3.6 4.0 4.0 4.0 3.6 4.0 4.0 4.0

1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0
0 7 0 7 0 7 0 7 0
0 18 0 18 0 21 0 22
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 20 0 0 0 20

0.0 2.0 0.0 0.0 0.0 2.0 0.0 0.0
0 20 0 0 0 20 0 0

2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0

3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0

0.5 1.0 0.5 1.0 0.5 1.0 0.5 1.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Detector Monitoring - 9-3
21 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
________
________
________
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
___4___8
________
12345678
________
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases _2_4_6_8
_2_4_6_8
Permitted Phases
External Lag Phases
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
_2___6__
_2_4_6_8
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
________
________
________
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
________
________
Min Gap
Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
1_3_5_7_Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
________
All Red Start
___4___8
_2_4_6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Yellow Start Phases
12345678Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT __3___7_
Fast Overlap Green Flash
Alternate Minimum
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Printed: 11/1/2021 4:50 PM
Program 2033 RV
Template revised: 07/29/2015 22_TS-132 Olive & Buena Vista 04-20-20 2033FYA ATTACHMENT 10 -632

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Coordination Page 1 of 1
Controller: 101 Alameda Ave & Buena Vista St
Plan 1 Plan 2 Plan 3 Plan 4 Plan 5 Plan 6 Plan 7 Plan 8 Plan 9 0 0 100 110 120 130 140 0 0
0 0 22 50 82 80 70 0 0
0 0 22 50 82 80 70 0 0
0 0 22 50 82 80 70 0 0
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0 0 255 255 255 255 255 0 0
0 0 0 0 0 0 0 0 0
0 0 51 59 58 65 70 0 0
0 0 35 41 40 45 50 0 0
0 0 67 74 80 85 95 0 0
0 0 0 0 0 0 0 0 0
Ph 1 Ph 2 Ph 3 Ph 4 Ph 5 Ph 6 Ph 7 Ph 8 0 0 16 17 18 20 20 0 0 15 28 15 29 15 28 15 28 0 0 51 59 58 65 70 0 0
0 0 67 74 81 90 97 0 0
0 0 0 0 0 0 0 0 0
255 0 0 0 0 0 0 0 0 0
15 0 = Non-Adaptive 1 = Adaptive
________ ________ ________
0 0 0 0 0
________ ________________________ ________ ________ ________ ________ Cycle
Offset 1
Plan 4 Plan 7
Forceoff Phase 3
________
Offset 2
Offset 3
________
________
________
Perm 1 - Ped Phases
Forceoff Phase 2
Forceoff Phase 4
8 = Maintain Coord. During Spec. Event Preempt
Coordination - Permissives & Phase Sequences - 3-3-[Plan Number] and 3-4-[Plan Number] ________ ________
12345678
___4___8___4___8 ___4___8
Coordination - Cycle, Offsets, & Forceoffs - 3-2-[Plan Number] 1 = Dwell
0 0 0 0
Perm 1 - End
___4___8
0 0
________
________
________
0 ________
________
0 ___4___8
________
___4___8___4___8
Perm 2 - Begin
________
12345678 12345678
1__4_6_81__4_6_8
________________
Perm 1 - Veh Phases
________
1__4_6_8 1__4_6_8
___4___8 ___4___8
________________ ________ ________ ________
1__4_6_8 1__4_6_81__4_6_8 1__4_6_8 1__4_6_8
________________
12345678 12345678 12345678 12345678
________________ ________
12345678 12345678
________ ________
________ ________________ ________ ________ ________ ________ ________ 0 0 00 0 0 0 0
0 0 00 0 0 0 0
________ ________________ ________ ________ ________ ________________ ________ ________________ ________ ________ ________ ________________ 0 00 0 0 0 00
0 00 0 0 0 00
12345678 1234567812345678 12345678 12345678 12345678 12345678 12345678 12345678 12345678
0 0
0 0
12345678 12345678
0 0
Perm 3 - Begin
Perm 2 - Ped Phases
Perm 2 - Veh Phases
Lag Phases
Pre-Timed Phases
Perm 3 - End
Perm 3 - Veh Phases
Perm 3 - Ped Phases
Max Inhibit Phases
Sync Phases
Max Recall Phases
Reservice Phases
Reservice Time
0 12345678 12345678
0 12345678 12345678
0 Perm 1 - Begin 0 0 0 0
Zone Offset
Ring Offset
Plan 2
Hold Release
Ped. Adjust
4 = Reservice for Ped Calls
Plan 5
Forceoff Phase 6
Forceoff Phase 5
Coordination - Phase Minimums - 3-1
5 = Start of Green Offset Reference
Forceoff Phase 8
Forceoff Phase 1
Plan 6
Coordination - Adaptive Operation - 3-6
Plan 8
12345678
Plan 9Plan 3
0 0 0
0 Adaptive Operation
Coordination - General - 3-1
Transition Type
Coordination Extra

1.3 0 = Shortway
Forceoff Phase 7
Plan 1
Coordination - Adaptive Parameters - 3-5
QuicTrac Max Cycle Length
QuicTrac Max Cycle Length Change
2 = Shorten
Tenths Digit: # Cycles to get in step (1–4)
_2______
1 = Programmed Walk Time for Sync Phases
2 = Always Terminate Sync Phase Peds
3 = Floating Forceoffs
Perm 2 - End
12345678
0 Printed: 11/1/2021 4:50 PM
Program 2033 RV
Template revised: 07/29/2015 23_TS-101 Alameda & Buena Vista 04-16-20 2033FYA ATTACHMENT 10 -633

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 133 Buena Vista St & Riverside
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 10 10 0 0 10 10 10 10

2.5 3.5 0.0 0.0 2.5 3.5 3.5 3.5
30 50 0 0 30 50 50 50
30 50 0 0 30 50 50 50
0 0 0 0 0 0 0 0

3.6 4.5 3.0 3.0 3.6 4.5 4.5 4.5

1.0 2.0 0.0 0.0 1.0 2.0 2.0 2.0
0 0 0 0 0 7 0 7 0
0 0 0 0 0 16 0 16
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 20 0 0 0 20 20 20

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

1.5 2.5 0.0 0.0 1.5 2.5 2.5 2.5

3.5 4.5 0.0 0.0 3.5 4.5 4.5 4.5

0.7 0.7 0.0 0.0 0.7 0.7 0.7 0.7
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 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Yellow Start Phases
12__5678Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT ________
Fast Overlap Green Flash
Alternate Minimum
_______8
All Red Start
_2___6__
_____6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
________Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
1___5__8
________
Min Gap
1___5__8
________
________
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
_2___6__
_2___67_
12__5678
________
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases _2_4_6_8
_2_4_6_8
Permitted Phases
External Lag Phases
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
________
________
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
________
________
________
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
Detector Monitoring - 9-3
21 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Printed: 11/1/2021 4:51 PM
Program 2033 RV
Template revised: 07/29/2015 24_TS-133 CT Buena Vista & Riverside 04-20-2020 2033 ATTACHMENT 10 -634
25_TS-148 Burbank & Victory 04-20-20

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 0 0 7 0 7 RR1 DLY 0 0 PERMIT 123_5678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 20 0 0 0 23 0 29 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK ________ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 6 10 10 1 6 10 10 6 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK ________ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 20 20 0 0 20 20 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _23__6__ 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL ________ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.5 3.0 3.0 0.0 2.0 3.0 3.0 0.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2___6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 3.0 4.0 3.5 0.0 2.0 4.0 3.5 0.0 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 2.0 2.5 2.5 0.0 2.0 2.5 2.5 0.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 30 65 50 1 30 65 40 36 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY __3____8 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 30 65 50 1 30 65 40 36 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.5 1.0 1.0 0.0 0.0 0.7 0.7 0.0 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 2.0 2.0 1.0 2.0 2.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 1 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ______7_ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 48 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM ________ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow NOT USED IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved EXCL 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1
________
Alternate
Extension
4/20/2020
Date:

Column F
BiTrans 233RV2.x
Date:

ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
Date:
________
Date:
________
________
________
________
________
________

TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
0 Alternate
Initial
________

5.0 < C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
123_567_
________
________
________
_2___6_8
_2______
< C/0 + 0 + 2 > =
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 148 Burbank @ Victory P&VictoryB
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8022:172.16.121.48
Maximum
Initial
FDW

PHASE DIAGRAM
___4____
________
_____6__
Victory Bl & Victory PlBurbank Blvd
________
________
_______8
________

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -635
26_TS-211 Magnolia & Victory 05-05-20

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT 12345678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 16 0 14 0 16 0 15 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK ________ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 6 6 6 6 6 6 6 6 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK ________ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 20 0 20 0 20 0 20 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _2___6__ 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL _2___6__ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.0 3.0 2.0 3.0 2.0 3.0 2.0 3.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2_4_6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 3.5 4.0 3.5 4.0 3.5 4.0 3.5 4.0 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 1.5 2.0 1.5 2.0 1.5 2.0 1.5 2.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 45 60 35 70 45 60 35 70 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY ___4___8 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 45 60 35 70 45 60 35 70 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.5 0.7 0.5 0.7 0.5 0.7 0.5 0.7 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 3.6 4.0 3.6 4.0 3.6 4.0 3.6 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 24 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 111 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM 1_3_5_7_ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow * * IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV * * 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1
________
* Protected / Permissive

PHASE DIAGRAM
___4____
________
_____6__
Victory BlvdMagnolia Blvd
________
________
_______8
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8022:172.16.121.111
Maximum
Initial
FDW
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 211 Magnolia Blvd & Victory Blvd
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
< C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
12345678
___4____
________
________
_2_4_6_8
_2______
< C/0 + 0 + 2 > =
0 Alternate
Initial
________

3.0 TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
Date:
________
Date:
________
________
________
________
________
________
ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
________
Alternate
Extension
5/5/2020
Date:

Column F
BiTrans 233RV2.x
Date:

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -636
27_TS-221 Olive & Victory 05-05-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ 2 _ _ _ 6 _ _ LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ 2 _ _ _ 6 _ _ LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ 2 _ _ _ 6 _ _ LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ 2 _ _ _ 6 _ _ LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ 2 _ _ _ 6 _ _ LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ 2 _ _ _ 6 _ _ LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ 2 _ _ _ 6 _ _ LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ 2 _ _ _ 6 _ _ LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ 2 _ _ _ 6 _ _ LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

(HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>
0 0
End Week 0
End Month
0 00
Daylight Savings Time
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 0
0 0
B
F
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0 4
3 5
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
6 0
2 64
99 0
25 0
84 62
0 79
23 0
79 20
0 79
110
93 00
120
85 0
0 19
0 0
0 0 0
0 58
0 23
93 0
0 0
0 21
65 50
85 54
0 58
0 21
99 0
62 25
64 0
0 50
0 15
0 0
0 46104
10456
56 46
255
00 10456
0 54
0 0
19 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 0
00 0
0 0
0 0
00 0
0 0
12 0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 00
0 0
0 255
00 0
0 46
00 0
255
00 0
255

TRAFFIC SIGNAL
Coordination Timing
255
0 130 140
79 0
________
BiTrans 233RV2.x
221 Olive Ave & Victory St
12 05/05/20
65 100
76 1
________
COLUMN 2
Coord Min. 1.3
33 33
33 12
32 12
0 0
0 15
76 0
0 0
0 CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -637
28_TS-116 Alameda & Victory 04-16-20

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT 1234_678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 17 0 15 0 17 0 15 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK ________ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 6 10 6 10 0 10 6 10 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK ________ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 0 0 20 0 0 0 20 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL ___4___8 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL ___4___8 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 3.0 3.0 2.0 3.0 0.0 3.0 2.0 3.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2_4_6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 3.0 4.0 2.0 4.0 0.0 4.0 2.0 4.0 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 3.0 2.0 2.0 2.0 0.0 2.0 2.0 2.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 45 45 20 40 0 45 20 40 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY _2___6__ 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 45 45 20 40 0 45 20 40 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.0 1.0 0.0 1.0 0.0 1.0 0.0 1.0 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 3.6 4.0 3.6 4.0 0.0 4.0 3.6 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 1.0 2.0 0.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 16 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 16 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM 1_3___7_ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow * IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV * 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = NOT USED 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1
________
* Protected - Permissive

PHASE DIAGRAM
___4____
________
_____6__
Victory BlvdAlameda Ave
________
________
_______8
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8017:172.16.121.16
Maximum
Initial
FDW
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 116 Alameda Ave & Victory Blvd
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
< C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
1234_678
___4____
________
________
_2_4_6_8
_2______
< C/0 + 0 + 2 > =
0 Alternate
Initial
________

3.0 TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
Date:
________
Date:
________
________
________
________
________
________
ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
________
Alternate
Extension
4/16/2020
Date:

Column F
BiTrans 233RV2.x
Date:

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
2) Key stroke: PAGE + COLUMN + ROW
ATTACHMENT 10 -638
29_TS-147 Burbank & SanFernando 04-20-2020

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT 12345678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 16 0 15 0 17 0 19 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK ________ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 6 10 6 10 10 10 10 10 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK ________ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 20 0 20 0 20 0 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _2__56__ 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL ________ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.0 3.5 2.0 3.5 5.0 2.5 3.5 3.5 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2_4_6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 2.0 4.5 2.0 4.5 7.0 3.5 4.5 4.5 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 2.0 2.5 2.0 2.5 3.5 2.0 2.5 2.5 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 20 60 20 30 60 30 30 30 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY ________ 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 20 80 20 45 80 45 45 45 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.0 1.0 0.0 1.0 1.2 0.7 1.0 0.5 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 4.0 4.3 4.0 4.0 4.3 4.0 4.0 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 1 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 1 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 47 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM ________ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow * IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1
________
Alternate
Extension
4/20/2020
Date:

Column F
BiTrans 233RV2.x
Date:

ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
Date:
________
Date:
________
________
________
________
________
________

TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
0 Alternate
Initial
________

3.0 < C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
12345678
___4____
________
________
_2_4_6_8
_2______
< C/0 + 0 + 2 > =
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 147 Burbank & San Fernando Blvd
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
* Protected / Permissive
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8029:172.16.121.47
Maximum
Initial
FDW

PHASE DIAGRAM
___4____
________
_____6__
San Fernando BlvdBurbank Blvd
1___5___
________
_______8
________

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -639
29_TS-147 Burbank & SanFernando 04-20-2020TEMP

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES: TEMPORARY TIMING FOR CONSTRUCTION - BRIDGE CLOSURE (Intersection Name) REMOVE LS9 FROM AUX OUTPUT FILE, REPLACE CMU DIODE CARD AND STORE CURRENT CARD FOR REINSTALLATION

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT #NAME? 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 16 0 15 0 17 0 19 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK #NAME? 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 6 10 6 10 10 10 0 10 2 Ph. 2 0 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK #NAME? 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 20 0 20 0 20 0 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL #NAME? 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL #NAME? 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.0 3.5 2.0 3.5 5.0 2.5 0.0 3.5 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds #NAME? 5 SEQ TIMING 5 = Extension 6 MAX GAP 2.0 4.5 2.0 4.5 7.0 3.5 0.0 4.5 6 Ph. 6 0 0 0 0 0.0 EVC DLY 0 6 REST IN WALK #NAME? 6 ADV WALK 6 = 7 MIN GAP 2.0 2.5 2.0 2.5 3.5 2.0 0.0 2.5 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST #NAME? 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 20 40 20 45 40 45 0 45 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY #NAME? 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 20 40 20 45 40 45 0 45 EVD CLR 0 9 VEH MAX CALL #NAME? 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL #NAME? A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 #NAME? B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE #NAME? C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.0 1.0 0.0 1.0 1.2 0.7 0.0 0.5 EV DLY - - - D MAN CONT CALL #NAME? D Sart O'LapYellow D = MAX Term.

E YELLOW 4.0 4.3 4.0 4.0 4.3 4.0 0.0 4.0 RR CLR - - - E YELLOW START #NAME? E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 1.0 2.0 1.0 2.0 0.0 2.0 RR DLY - - - F FIRST PHASES #NAME? F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 1 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE #NAME? 0 3 = EVP - C MANUAL OFFSET SELECT: 1 1 RR 1 CLEAR #NAME? 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR #NAME? 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 47 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV #NAME? 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM #NAME? 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT #NAME? 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY #NAME? 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL #NAME? 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL #NAME? 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL #NAME? 9 FLH YELLOW 2 = Flashing Yellow Arrow * IC SELECT A EM. VEH. A #NAME? A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B #NAME? B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C #NAME? C Low Prio C PH 5 = Ignore P/P on EV 4 = Flash / Free D EM. VEH. D #NAME? D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 #NAME? E RESTRICTED 7 = Reserved FYA OLB 8 = Offset Interruptor F IC SELECT #NAME? F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1

TEMPORARY
#NAME?
Alternate
Extension
4/20/2020
Date:

Column F
BiTrans 233RV2.x
Date:

ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
#NAME?
#NAME?
#NAME?
#NAME?
Date:
#NAME?
Date:
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?

TRAFFIC SIGNAL
#NAME?
Phase Configuration
#NAME?
#NAME?
#NAME?
Phase Timing /
0 Alternate
Initial
#NAME?

3.0 < C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
#NAME?
< C/0 + 0 + 2 > =
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 147 Burbank & San Fernando Blvd
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
* Protected / Permissive
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8029:172.16.121.47
Maximum
Initial
FDW

PHASE DIAGRAM
#NAME?
#NAME?
#NAME?
#NAME?#NAME?
#NAME?
#NAME?
#NAME?
#NAME?

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
ATTACHMENT 10 -640
30_TS-167 Magnolia & First 04-24-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ 2 _ _ _ 6 _ _ LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ 2 _ _ _ 6 _ _ LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ 2 _ _ _ 6 _ _ LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ 2 _ _ _ 6 _ _ LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ 2 _ _ _ 6 _ _ LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ 2 _ _ _ 6 _ _ LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ 2 _ _ _ 6 _ _ LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ 2 _ _ _ 6 _ _ LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ 2 _ _ _ 6 _ _ LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ 2 _ 4 _ 6 _ 8 < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

12 0 0
0 15
0 0
0 15
0 1
________
COLUMN 2
Coord Min. 1.3
29 26
15 12
34 ________
BiTrans 233RV2.x
167 First St & Magnolia Blvd
12 04/24/20
67 105
0 0

TRAFFIC SIGNAL
Coordination Timing
0 0
0 0
0 0
0 0
0 00 0
0 00
0 0
0 00
0 0
0 255
00 12
0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 0
2550
0 0
0 0
0 0
0 0
0 00
028
50 0
0 0
0 00
028
28 00
0 52
0 15
0 50
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 65
100
0 67
52 0
0 0
0 0
0 0 0
15 0
65 0
0 00
0 0
0 0
0 0
0 0
0 0 0
0 0
0 1
6 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4 3
5 0
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0
0 0
0 0
0 B
F
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 0
0 End Week 0
End Month
0 00
Daylight Savings Time
0 (HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -641

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division Phase Bank 1 & Phase Functions Page 1 of 1 Controller: 168 First St & Olive Ave
Phase 1 Phase 2 Phase 3 Phase 4 Phase 5 Phase 6 Phase 7 Phase 8 6 10 6 10 6 10 6 10

1.5 3.5 2.5 3.5 2.5 3.5 1.5 3.5
20 50 20 50 20 50 20 50
20 50 20 50 20 50 20 50
0 0 0 0 0 0 0 0

4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0
0 7 0 7 0 7 0 7 0
0 20 0 17 0 20 0 15
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 20 0 20 0 20 0 20

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0 0 0 0 0 0 0 0

1.5 2.5 1.5 3.5 1.5 2.5 1.5 2.5

1.5 4.5 3.5 4.5 3.5 4.5 1.5 4.5

0.0 1.0 0.7 1.0 0.7 1.0 0.0 1.0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
N
10 3.0

3.0 0
0 0
0 0
Sign 1 Sign 2
0 0

0.0 0.0
Flash Yellow Overlaps ________
End Week
Daylight Saving Time - 9-C
Start Week
0 = All On/All Off (1-2-3-4-5-6-7-8, dark)
1 = Main/Side (1-2-5-6, 3-4-7-8)
2 = Odd/Even (1-3-5-7, 2-4-6-8)
3 = Ring Pairs (1-6, 4-7, 2-5, 3-8)
Software Flash - 9-8
Flash Entry Phases ________
Start Month
Flash Yellow Phases ________
Red Revert
Flash Type 0
Soft Recall Delay
Detector Monitoring - 9-3
21 Phase Number
Time Before Yellow
Misc - 9-9
FYA Delay
Keyboard Beep
Backlight Timeout
End Month
Max Off
Chatter
250
255
Advance Warning Signs - 9-4
Max On
________
________
________
________
Manual Operation - 9-7
Manual Plan
1–9 = Coordination Plans
14 = Free
15 = Flash
Manual Offset
0 0.0
Phase Functions - Page 1 - 1-1
________
Phase Timing - Exclusive Pedestrian - 1-8
0 0
0 Walk Output
Red Clear
Phase Timing - Bank 1 - 1-3-[1]
Volume-Density - 1-6-[1]
Pedestrian Timing - 1-5-[1]
Clearance Timing - 1-4-[1]
Exclusive Pedestrian Change
Red Clear
Max
Advance/Delay Walk
Clock Set - 9-6
________
Guaranteed Passage
Soft Recall
External Recall
Manual Control Calls
Fast Green Flash
________
________
________
________
12345678
________
Pedestrian Forceoff Phases
1_3_5___
Free Lag Phases _2_4_6_8
_2_4_6_8
Permitted Phases
External Lag Phases
Overlap Green Flash
Ped Recall
________
Green Flash ________
Advance Walk
Flashing Walk
Conditional Service
_2_4_6_8
_2_4_6_8
Phase Functions - Page 2 - 1-2
________
________
Delay Walk ________
________
Sequential Timing
Inhibit Ped Reservice
________
Max Extension
Max Gap
Reduce Every
________Rest In Walk
Exclusive Ped Assignment ________
Maximum Recall
Red Rest
Dual Entry
Minimum Recall
________
________
________
Exclusive Walk
Pedestrian Change
PE Min. Ped. Change
Min Green
Don't Walk Output
Extension
Yellow Change
Red Lock
Yellow Lock
Simultaneous Gap
________
Extra One
Max 2
Cond Serve Check
_2___6__
________
Min Gap
Startup - 9-1
4 = Terminate Ped. for EV Preempt
First Green Phases
________
________
Exclusive Phases
1_3_5_7_Protected/Permissive Phases
Disable Phase Min. Yellow
Startup Ped Calls
________
All Red Start
___4___8
_2_4_6_8
Configuration - 9-5
0Flash Start
1 = TBC Type 1
Semi-Actuated

6.0 Yellow Start Phases
12345678Startup Vehicle Calls
Alternate Walk
Alternate Timing - 1-7-[1]
Alternate Ped. Change
Flashing Yellow Arrow for PPLT __3_5___
Fast Overlap Green Flash
Alternate Minimum
Add per Vehicle
7 = Allow Remote Preemption Calls
Walk
1 = Adv. Warn. Signs On During Min. Init.
6 = International Style Pedestrian Change Interval
5 = QuicComm Extended Status
7 = (unused)
Disable Overlap Min. Yellow
Type 3 Disconnect
Alternate Extension
Max Added Initial
8 = Split Ring Operation
3 = Adjust Clock for Daylight Saving Time
8 = Caltrans Traf. Resp. FM Comm.
2 = Siemens i2 Communications Protocol
External Permit 3
External Permit 2 ________
___4__7_
________
6 = Bridgeport Naztec TS 2 I/O Map
5 = Ignore Anti-Backup During Preempt
4 = QuicNet System Communications
Restricted Phases
2 = (unused)
Extra Two
External Permit 1
________
________
3 = Disable Minimum Walk Check
Printed: 11/1/2021 4:55 PM
Program 2033 RV
Template revised: 07/29/2015 31_TS-168 Olive & First 04-24-20 2033FYA ATTACHMENT 10 -642
32_TS-115 Alameda & San Fernando 04-16-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 3 _ _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ _ _ 4 _ _ _ 8 LAG PLAN 1 _ 2 3 _ _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ _ _ 4 _ _ _ 8 LAG PLAN 2 _ 2 3 _ _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ _ _ 4 _ _ _ 8 LAG PLAN 3 _ 2 3 _ _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ _ _ 4 _ _ _ 8 LAG PLAN 4 _ 2 3 _ _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ _ _ 4 _ _ _ 8 LAG PLAN 5 _ 2 3 _ _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ _ _ 4 _ _ _ 8 LAG PLAN 6 _ 2 3 _ _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ _ _ 4 _ _ _ 8 LAG PLAN 7 _ 2 3 _ _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ _ _ 4 _ _ _ 8 LAG PLAN 8 _ 2 3 _ _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ _ _ 4 _ _ _ 8 LAG PLAN 9 _ 2 3 _ _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH _ _ 3 _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ 3 _ _ _ _ _ _ _ 3 _ _ _ _ _ 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH 1 2 _ _ 5 6 _ _ 1 2 _ _ 5 6 _ _ 1 2 _ _ 5 6 _ _ 1 2 _ _ 5 6 _ _ 1 2 _ _ 5 6 _ _ 1 2 _ _ 5 6 _ _ 1 2 _ _ 5 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ 2 _ _ _ 6 _ _ _ 2 _ _ _ 6 _ _ _ 2 _ _ _ 6 _ _ _ 2 _ _ _ 6 _ _ _ 2 _ _ _ 6 _ _ _ 2 _ _ _ 6 _ _ _ 2 _ _ _ 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ 4 _ _ _ 8 _ _ _ 4 _ _ _ 8 _ _ _ 4 _ _ _ 8 _ _ _ 4 _ _ _ 8 _ _ _ 4 _ _ _ 8 _ _ _ 4 _ _ _ 8 _ _ _ 4 _ _ _ 8 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

(HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>
0 0
End Week 0
End Month
49 049
Daylight Savings Time
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
25 2 = FDW Begins at Sync Phase
27 E
0 0
0 0
0 131
B
F
0 0
121
1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0 4
3 5
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
6 0
2 0
52 87
27 0
100
25 77
100
98 0
3 100
0 3
110
47 7770
120
47 77
0 22
0 66
83 66 66
83 0
33 25
45 100
36 36
100
25 33
0 45
0 70
25 77
95 45
87 0
115
27 34
18 18
0 83
34 18
0 6170
3734
66 110
255
00 8464
0 22
66 0
88 0
37 91 91
65 37
0 65
18 64
7 7
0 0
0 34
255255
0 91
49 101 111
00 65
44 69
12 76 76 86
< C + 0 + C = 5 >
7 C
0 25
0 0
0 00
0 14
0 255
117
22 37
67 014 16
255
1818
0 255

TRAFFIC SIGNAL
Coordination Timing
255
66 130 140
3 0
________
BiTrans 233RV2.x
115 Alameda Ave & San Fernando B
12 04/16/20
36 100
40 1
________
COLUMN 2
Coord Min. 1.3
28 28
29 12
31 12
66 66
33 18
40 18
66 18
0 CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -643
33_TS-173 Glenoaks & Magnolia 04-24-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ 2 _ _ _ 6 _ _ LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ 2 _ _ _ 6 _ _ LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ 2 _ _ _ 6 _ _ LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ 2 _ _ _ 6 _ _ LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ 2 _ _ _ 6 _ _ LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ 2 _ _ _ 6 _ _ LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ 2 _ _ _ 6 _ _ LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ 2 _ _ _ 6 _ _ LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ 2 _ _ _ 6 _ _ LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

15 0 0
0 0
56 0
0 0
0 1
________
COLUMN 2
Coord Min. 1.3
26 26
28 0
28 ________
BiTrans 233RV2.x
173 Glenoaks Blvd & Magnolia Blv
15 04/24/20
50 100
56 255

TRAFFIC SIGNAL
Coordination Timing
255
0 140 140
86 0
0 0
102
00 0
255
00 0
0 0
00 0
0 0
255
00 0
0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 0
0 0
00 0
0 0
0 0
0 0
0 0
0 41
2550
0 0
0 0
0 0
0 0
255
00 9929
34 38
5 0
0 11439
8270
29 960
0 35
0 0
78 34
0 38
0 40
0 0
70 0
50 0
50 0
70 0
0 49
90 0
50 35
60 0
0 0
0 0
0 0
0 40
49 110
70 00
120
60 0
86 50
0 123
0 0
96 96
0 123
0 1
6 0
2 50
70 0
0 0
0 0
0 0
0 0
0 0
0 0
4 3
5 0
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0
0 0
0 0
0 B
F
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 0
0 End Week 0
End Month
0 00
Daylight Savings Time
0 (HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -644
34_TS-174 Glenoaks & Olive 04-24-20
Prepared by: RICHARD LOCKYER Date
Checked by: JONATHAN YEE Date
PLAN NUMBER COLUMN E COLUMN F TRANSITION TYPE:
1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 < C/5 + 1 + 9 > = 0 CYCLE 0 LAG FREE _ 2 _ 4 _ 6 _ 8 0.X = SHORTWAY
1 FORCE 1 1 SYNC Plan 1 _ 2 _ _ _ 6 _ _ LAG PLAN 1 _ 2 _ 4 _ 6 _ 8 1 1.X = DWELL 2 FORCE 2 2 SYNC Plan 2 _ 2 _ _ _ 6 _ _ LAG PLAN 2 _ 2 _ 4 _ 6 _ 8 2 X.1 THRU .X4 = NUMBER OF 3 FORCE 3 3 SYNC Plan 3 _ 2 _ _ _ 6 _ _ LAG PLAN 3 _ 2 _ 4 _ 6 _ 8 3 CYCLES WHEN LENGTHENING 4 FORCE 4 4 SYNC Plan 4 _ 2 _ _ _ 6 _ _ LAG PLAN 4 _ 2 _ 4 _ 6 _ 8 4 LAG HOLD PHASES:
5 FORCE 5 5 SYNC Plan 5 _ 2 _ _ _ 6 _ _ LAG PLAN 5 _ 2 _ 4 _ 6 _ 8 5 < C/5 + 1 + A > = 6 FORCE 6 6 SYNC Plan 6 _ 2 _ _ _ 6 _ _ LAG PLAN 6 _ 2 _ 4 _ 6 _ 8 6 IEN STATUS: ON =/= 0 7 FORCE 7 7 SYNC Plan 7 _ 2 _ _ _ 6 _ _ LAG PLAN 7 _ 2 _ 4 _ 6 _ 8 7 IEN Status < C/5 + 1 + B > = 8 FORCE 8 8 SYNC Plan 8 _ 2 _ _ _ 6 _ _ LAG PLAN 8 _ 2 _ 4 _ 6 _ 8 8 9 RING OFFSET 9 SYNC Plan 9 _ 2 _ _ _ 6 _ _ LAG PLAN 9 _ 2 _ 4 _ 6 _ 8 LOCAL ALARM DISABLE A OFFSET 1 A NEMA SYNC _ _ _ _ _ _ _ _ EXT. LAG _ _ _ _ _ _ _ _ < C/5 + F + 0 > = B OFFSET 2 B NEMA HOLD _ _ _ _ _ _ _ _ LAG HOLD _ _ _ _ _ _ _ _ C OFFSET 3 C 7 - Wire Master
D PERM 1 END D Synch Time < C/5 + 1 + C > =
E HOLD RELEASE E COORD EXTRA _ 2 _ _ _ _ _ _
F ZONE OFFSET 0 0 0 0 0 F
< C + 0 + C = 1 > < C + 0 + C = 1 >
ROWPlan # --> 1 2 3 4 5 6 7 8 9
ROW
0 PED ADJUST 0
1 PERM 2 START 1
2 PERM 2 END 2
3 PERM 3 START 3
4 PERM 3 END 4
5 RSRVC TIME 5
1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 6 RSRVC PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 <C/5+2+A> 7 7 <C/5+2+B>
8 PRETIMED PH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8 <C/5+2+C> 9 MAX RECALL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 <C/5+2+D> A PERM 1 VEH 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A Advance Warning Beacon - Sign 1 B PERM 1 PED 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 B Time Before Yellow <F/1+C+E> C PERM 2 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C Phase Number <F/1+C+F> D PERM 2 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D Advance Warning Beacon - Sign 2 E PERM 3 VEH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ E Time Before Yellow <F/1+D+E> F PERM 3 PED _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ F Phase Number <F/1+D+F> COORDINATION PAGE 2 < C + 0 + C = 2 >

Page 3 ends

(HR-MIN-DOW) = <8/0 + 0>
Begin Week 0
Begin Month
0 0.0

0.0 0
(Day-YR-MO) = <8/0 + 1>
0 0
End Week 0
End Month
0 00
Daylight Savings Time
0 0
0 Force Off minus FDW
0 (MN-S-1/10SEC) = <8/0 + F>
0 0
0 0
0 CURRENT DATE/TIME

COORDINATION EXTRA

0.0D
0 2 = FDW Begins at Sync Phase
0 E
0 0
0 0
0 0
B
F
0 0
0 1 = Programmed Walk Time
0 8
A
9 0
0 0
0 0 4
3 5
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
6 0
2 53
75 0
20 0
113
53 0
114
20 0
71 71
0 114
110
75 00
120
71 0
0 17
0 0
0 0 0
15 51
58 20
75 0
0 58
90 19
60 45
71 48
0 51
0 19
75 0
53 20
53 0
0 45
0 15
39 43
0 11439
5442
29 71
255
00 540
43 48
5 0
17 0
0 0 0
0 0
0 0
0 0
0 0
0 0
0 55
2550
0 0
0 0 0
00 0
0 0
12 0 0 0
< C + 0 + C = 5 >
7 C
0 0
0 0
0 00
0 0
0 255
00 0
0 6
00 0
255
00 0
255

TRAFFIC SIGNAL
Coordination Timing
255
0 140 140
113
0 ________
BiTrans 233RV2.x
174 Glenoaks Blvd & Olive Ave
12 04/24/20
60 100
65 1
________
COLUMN 2
Coord Min. 1.3
26 29
28 12
26 12
0 0
0 15
65 0
0 15
0 CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
ATTACHMENT 10 -645
35_TS-105 Alameda & Glenoaks 04-16-2020

Prepared by: RICHARD LOCKYER
Checked by: JONATHAN YEE
Approved by: JONATHAN YEE
Completed by:

NOTES:
(Intersection Name)

PHASE ALTERNATE TIMING PREEMPT PHASE FUNCTION FLAGS SPECIALS Interval 1 2 3 4 5 6 7 8 9 A B C D E Column F CNTRLR INTERVALS 0 WALK 0 7 0 7 0 7 0 7 RR1 DLY 0 0 PERMIT 12345678 0 FAST GRN FLH 0 = Walk 1 DONT WALK 0 14 0 30 0 11 0 30 1 Ph. 1 0 0 0 0 0.0 RR1 CLR 0 1 RED LOCK ________ 1 GREEN FLSH 1 = FDW 2 MIN INITIAL 6 10 6 10 6 10 6 10 2 Ph. 2 20 0 0 0 0.0 EVA DLY 0 2 YELLOW LOCK ________ 2 FLASH WALK 2 = MIN. Green 3 TYPE 3 LIMIT 0 25 0 0 0 25 0 0 3 Ph. 3 0 0 0 0 0.0 EVA CLR 0 3 VEH MIN CALL _2___6__ 3 GUAR PASS 3 = 4 ADD PER VEH 0.0 1.5 0.0 0.0 0.0 1.5 0.0 0.0 4 Ph. 4 0 0 0 0 0.0 EVB DLY 0 4 PED RECALL ________ 4 SIMUL GAP 4 = Var. Initial 5 VEH EXT 2.0 4.0 2.0 4.0 2.0 4.0 2.0 4.0 5 Ph. 5 0 0 0 0 0.0 EVB CLR 0 5 View Set Peds _2_4_6_8 5 SEQ TIMING 5 = Extension 6 MAX GAP 3.0 5.0 3.0 5.0 3.0 5.0 3.0 5.0 6 Ph. 6 20 0 0 0 0.0 EVC DLY 0 6 REST IN WALK ________ 6 ADV WALK 6 = 7 MIN GAP 1.5 3.0 1.5 3.0 1.5 3.0 1.5 3.0 7 Ph. 7 0 0 0 0 0.0 EVC CLR 0 7 RED REST ________ 7 DELAY WALK 7 = Reduce Gap 8 MAX LIMIT 30 45 40 50 25 45 20 50 8 Ph. 8 0 0 0 0 0.0 EVD DLY 0 8 DOUBLE ENTRY ___4___8 8 EXT RECALL 8 = Red Rest 9 MAXIMUM 2 30 45 40 50 25 45 20 50 EVD CLR 0 9 VEH MAX CALL ________ 9 Sart O'LapGreen 9 = Preempt A ADV/DLY WLK 0 0 0 0 0 0 0 0 RR2 DLY 0 A SOFT RECALL ________ A MAX EXTEN A = Stop Time B PE MIN FDW 0 0 0 0 0 0 0 0 RR2 CLR 0 B MAXIMUM 2 ________ B INH PED RSRV B = Red Revrt C COND SRV CHK 0 0 0 0 0 0 0 0 EV CLR - - - C COND SERVICE ________ C SEMI ACTUA. C = Gap Term.

D REDUCE EVERY 0.5 1.0 0.5 1.0 0.5 1.0 0.5 1.0 EV DLY - - - D MAN CONT CALL ________ D Sart O'LapYellow D = MAX Term.

E YELLOW 3.6 4.0 3.6 4.0 3.6 4.0 3.6 4.0 RR CLR - - - E YELLOW START ________ E STRT VEH CALL E = Forceoff F RED CLEAR 1.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 RR DLY - - - F FIRST PHASES _2___6__ F STRT PED CALL F = Red Clear.

PHASE BANK 1 < C + 0 + F = 1 > < C + 0 + F = 1 > Specials <C + 0 + F = 2> MANUAL PLAN SELECT: COMM ADDRESS: Flash To Preempt /
< C/0 + A + 1 > = 0 21 Preempt Non Lock
AUTO = 0 PLAN = 1 - 9 ZONE NUMBER: CONTROLLER CONFIGURATION FLAGS 1 = EVP - A FREE = 14 1 Column E Column F 2 = EVP - B
FLASH= 15 AREA NUMBER: 0 EXCLUSIVE ________ 0 3 = EVP - C MANUAL OFFSET SELECT: 2 1 RR 1 CLEAR ________ 1 EXT PERMIT 1 4 = EVP - D < C/0 + B + 1 > = 0 AREA ADDRESS: EXCL. PED. PHASE EXTRA 1 2 RR 2 CLEAR ________ 2 EXT PERMIT 2 5 = RR - 1 AUTO = 0 OFFSET A = 1 5 (F/1+0+0) = 0 1 = TBC Type 1 3 RR 2 LTD SRV ________ 3 EXCLU PED 6 = RR - 2 OFFSET B = 2 QUICNET CHANNEL: ( F/1+0+1) = 0 2 = NEMA External Coordinator 4 PROT/PERM __3___7_ 4 Preemp Non Lock 7 = Spl Ev - 1 OFFSET C = 3 (F/1+0+2) = 0.0 3 = Auto Daylight Savings 5 FLH TO PREMT ________ 5 PED 2 P OUT 8 = Spl Ev - 2 4 = EV Preempt Advance 6 FLASH ENTRY ________ 6 PED 6 P OUT N-S Street : 5 = Expanded Status Report 7 DSABL MIN YEL ________ 7 PED 4 P OUT EXTRA 2 TRUE NORTH 1 2 3 4 7 = Clear Outputs During Flash 8 DSABL OVP YEL ________ 8 PED 8 P OUT 1 = AWB During Initial 8 = Split Ring Operation 9 OVP FLH YEL ________ 9 FLH YELLOW 2 = Flashing Yellow Arrow * IC SELECT A EM. VEH. A ________ A Low Prio A PH 3 = Disable Min Walk 2 = 2 Way Modem B EM. VEH. B ________ B Low Prio B PH 4 = QuicNet System PHASE NORTH 5 6 7 8 3 = 7 Wire Slave C EM. VEH. C ________ C Low Prio C PH 5 = Ignore P/P on EV * 4 = Flash / Free D EM. VEH. D ________ D Low Prio D PH 6 = 5 = Simplex Master E EXTRA 1 1_3_5___ E RESTRICTED 7 = Reserved 8 = Offset Interruptor F IC SELECT _2______ F EXTRA 2 8 = < C + 0 + E = 125 > < C + 0 + E = 125 > Page 1

PHASE DIAGRAM
___4____
________
_____6__
Glenoaks BlvdAlameda Ave
________
________
_______8
________
* Protected / Permissive
Assigned at E/127+A+E & F
E-W Street:

ALL REDUDP:8017:172.16.121.5
Maximum
Initial
FDW
RED REVERT: <F/1 + 0 + F> =
WALK

6.0 105 Alameda Ave & Glenoaks Bl
< C/0 + 0 + 0 > =
Alternate
Walk
FLASH START: <F/1 + 0 + E> =
< C/0 + 0 + 1 > =
< C/0 + 0 + 3 > =
________
12345678
___4____
________
________
_2_4_6_8
_2______
< C/0 + 0 + 2 > =
0 Alternate
Initial
________

3.0 TRAFFIC SIGNAL
________
Phase Configuration
________
________
________
Phase Timing /
Date:
________
Date:
________
________
________
________
________
________
ALL RED STRT: <F/1 + C + 0> =

START / REVERT TIMES
Alternate
FDW
________
________
________
________
________
Alternate
Extension
4/16/2020
Date:

Column F
BiTrans 233RV2.x
Date:

CITY OF BURBANK

PUBLIC WORKS DEPARTMENT
Traffic Engineering Division
To Enable "E" Page, Set < F/1 + 9 + E = Not Zero >
INPUT KEYSTROKES:
1) Set PAGE to required BANK #
< C+0+PAGE = BANK # >
2) Key stroke: PAGE + COLUMN + ROW
ATTACHMENT 10 -646
APPENDIX:

LOS Analysis
ATTACHMENT 10 -647
Existing (2019)
Conditions
ATTACHMENT 10 -648
HCM 6th Signalized Intersection Summary
1: Winona Ave & Hollywood Way 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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 0 20 35 1 35 29 857 82 210 1853 20 Future Volume (veh/h) 0 0 20 35 1 35 29 857 82 210 1853 20 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 0 21 36 1 36 30 884 85 216 1910 21 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 51 151 126 162 143 126 263 2417 232 525 3935 43 Arrive On Green 0.00 0.00 0.08 0.08 0.08 0.08 0.04 0.74 0.74 0.06 0.76 0.76 Sat Flow, veh/h 1371 1870 1561 1371 1777 1561 1781 3275 315 1781 5207 57 Grp Volume(v), veh/h 0 0 21 36 1 36 30 480 489 216 1248 683 Grp Sat Flow(s),veh/h/ln 1371 1870 1561 1371 1777 1561 1781 1777 1813 1781 1702 1860 Q Serve(g_s), s 0.0 0.0 1.8 3.5 0.1 3.0 0.5 13.6 13.6 4.0 19.8 19.8 Cycle Q Clear(g_c), s 0.0 0.0 1.8 3.5 0.1 3.0 0.5 13.6 13.6 4.0 19.8 19.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.17 1.00 0.03
Lane Grp Cap(c), veh/h 51 151 126 162 143 126 263 1311 1338 525 2572 1406 V/C Ratio(X) 0.00 0.00 0.17 0.22 0.01 0.29 0.11 0.37 0.37 0.41 0.49 0.49 Avail Cap(c_a), veh/h 367 581 485 477 552 485 371 1311 1338 601 2572 1406 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 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 0.0 0.0 60.0 60.8 59.2 60.6 4.8 6.6 6.6 4.4 6.6 6.6 Incr Delay (d2), s/veh 0.0 0.0 0.6 0.7 0.0 1.2 0.1 0.8 0.8 0.4 0.7 1.2 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 0.0 0.0 0.7 1.2 0.0 1.3 0.2 5.1 5.2 1.3 6.8 7.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 0.0 60.6 61.4 59.2 61.8 4.9 7.4 7.4 4.8 7.3 7.8 LnGrp LOS A A E E E E A A A A A A
Approach Vol, veh/h 21 73 999 2147
Approach Delay, s/veh 60.6 61.6 7.3 7.2
Approach LOS E E A A
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.4 112.3 17.3 12.9 109.8 17.3 Change Period (Y+Rc), s 4.9 6.5 6.0 4.9 6.5 6.0
Max Green Setting (Gmax), s 14.0 65.1 43.5 14.0 65.1 43.5 Max Q Clear Time (g_c+I1), s 2.5 21.8 5.5 6.0 15.6 3.8
Green Ext Time (p_c), s 0.0 22.4 0.3 0.3 8.0 0.0
Intersection Summary
HCM 6th Ctrl Delay 8.8
HCM 6th LOS A
ATTACHMENT 10 -649
HCM 6th Signalized Intersection Summary
2: Thornton Ave & Hollywood Way 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 156 49 157 101 120 44 122 760 168 101 1508 248 Future Volume (veh/h) 156 49 157 101 120 44 122 760 168 101 1508 248 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 0.97 0.98 0.97 1.00 0.99 1.00 0.99 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 164 52 165 106 126 46 128 800 177 106 1587 261 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 577 276 227 317 376 131 217 2345 1142 373 1994 880 Arrive On Green 0.07 0.15 0.15 0.07 0.15 0.15 0.06 0.66 0.66 0.56 0.56 0.56 Sat Flow, veh/h 3456 1870 1537 1781 2563 890 1781 3554 1562 573 3554 1569 Grp Volume(v), veh/h 164 52 165 106 85 87 128 800 177 106 1587 261 Grp Sat Flow(s),veh/h/ln 1728 1870 1537 1781 1777 1677 1781 1777 1562 573 1777 1569 Q Serve(g_s), s 5.5 3.4 14.4 6.9 6.0 6.5 3.9 13.8 4.8 13.9 49.6 12.3 Cycle Q Clear(g_c), s 5.5 3.4 14.4 6.9 6.0 6.5 3.9 13.8 4.8 13.9 49.6 12.3 Prop In Lane 1.00 1.00 1.00 0.53 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 577 276 227 317 261 246 217 2345 1142 373 1994 880 V/C Ratio(X) 0.28 0.19 0.73 0.33 0.33 0.35 0.59 0.34 0.15 0.28 0.80 0.30 Avail Cap(c_a), veh/h 911 553 454 364 399 376 345 2345 1142 373 1994 880 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 45.1 52.3 57.0 45.7 53.5 53.7 27.1 10.5 5.7 16.6 24.4 16.2 Incr Delay (d2), s/veh 0.3 0.3 4.4 0.2 0.7 0.9 1.9 0.4 0.3 1.9 3.4 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 1.6 5.9 3.1 2.8 2.8 2.6 5.5 1.6 2.0 21.3 4.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.4 52.6 61.4 45.9 54.3 54.6 29.0 10.8 6.0 18.5 27.8 17.0 LnGrp LOS D D E D D D C B A B C B
Approach Vol, veh/h 381 278 1105 1954
Approach Delay, s/veh 53.3 51.2 12.2 25.8
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.8 85.0 14.6 26.5 98.9 14.4 26.7 Change Period (Y+Rc), s 4.9 6.5 4.6 6.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 19.0 44.1 23.5 31.4 68.0 13.5 41.4 Max Q Clear Time (g_c+I1), s 5.9 51.6 7.5 8.5 15.8 8.9 16.4 Green Ext Time (p_c), s 0.2 0.0 0.4 0.9 7.7 0.0 0.8
Intersection Summary
HCM 6th Ctrl Delay 26.5
HCM 6th LOS C
ATTACHMENT 10 -650
HCM 6th Signalized Intersection Summary
3: Victory Blvd & Hollywood Way 10/27/2021
Existing Baseline (2021) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 229 1000 192 111 525 122 87 738 89 230 1098 161 Future Volume (veh/h) 229 1000 192 111 525 122 87 738 89 230 1098 161 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 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 252 1099 211 122 577 134 96 811 98 253 1207 177 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 370 1256 667 186 1091 652 190 1165 611 321 1296 743 Arrive On Green 0.11 0.35 0.35 0.06 0.31 0.31 0.07 0.33 0.33 0.11 0.36 0.36 Sat Flow, veh/h 1781 3554 1576 1781 3554 1574 1781 3554 1569 1781 3554 1571 Grp Volume(v), veh/h 252 1099 211 122 577 134 96 811 98 253 1207 177 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1781 1777 1574 1781 1777 1569 1781 1777 1571 Q Serve(g_s), s 13.2 40.5 12.5 6.5 18.8 7.6 4.8 27.8 5.7 12.8 45.7 9.4 Cycle Q Clear(g_c), s 13.2 40.5 12.5 6.5 18.8 7.6 4.8 27.8 5.7 12.8 45.7 9.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 370 1256 667 186 1091 652 190 1165 611 321 1296 743 V/C Ratio(X) 0.68 0.88 0.32 0.65 0.53 0.21 0.50 0.70 0.16 0.79 0.93 0.24 Avail Cap(c_a), veh/h 370 1256 667 269 1091 652 219 1165 611 372 1330 758 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.0 42.4 26.9 35.7 40.1 26.3 34.0 41.0 27.9 30.2 42.8 22.0 Incr Delay (d2), s/veh 4.2 8.7 1.2 1.5 1.8 0.7 0.8 1.8 0.1 8.0 11.7 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 6.1 19.2 5.0 2.9 8.6 3.0 2.1 12.5 2.2 6.2 22.1 3.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.2 51.1 28.1 37.1 42.0 27.0 34.7 42.8 28.0 38.1 54.5 22.2 LnGrp LOS C D C D D C C D C D D C
Approach Vol, veh/h 1562 833 1005 1637
Approach Delay, s/veh 45.1 38.8 40.6 48.5
Approach LOS D D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.1 55.5 14.4 57.1 19.6 49.0 19.5 51.9 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 39.4 12.0 52.4 15.0 39.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 8.5 42.5 6.8 47.7 15.2 20.8 14.8 29.8 Green Ext Time (p_c), s 0.1 0.0 0.0 3.3 0.0 4.2 0.2 5.4 Intersection Summary
HCM 6th Ctrl Delay 44.3
HCM 6th LOS D
ATTACHMENT 10 -651
HCM 6th Signalized Intersection Summary
4: Burbank Blvd & Hollywood Way 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 147 761 95 171 499 77 62 616 83 186 1211 79 Future Volume (veh/h) 147 761 95 171 499 77 62 616 83 186 1211 79 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.99 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 158 818 102 184 537 83 67 662 89 200 1302 85 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 386 1129 141 274 1270 557 146 1021 137 311 1218 79 Arrive On Green 0.08 0.36 0.36 0.08 0.36 0.36 0.05 0.33 0.33 0.09 0.36 0.36 Sat Flow, veh/h 1781 3172 396 1781 3554 1558 1781 3141 422 1781 3383 220 Grp Volume(v), veh/h 158 458 462 184 537 83 67 374 377 200 682 705 Grp Sat Flow(s),veh/h/ln 1781 1777 1791 1781 1777 1558 1781 1777 1786 1781 1777 1827 Q Serve(g_s), s 7.7 31.3 31.3 9.1 16.0 5.1 3.4 25.2 25.3 10.1 50.4 50.4 Cycle Q Clear(g_c), s 7.7 31.3 31.3 9.1 16.0 5.1 3.4 25.2 25.3 10.1 50.4 50.4 Prop In Lane 1.00 0.22 1.00 1.00 1.00 0.24 1.00 0.12
Lane Grp Cap(c), veh/h 386 632 637 274 1270 557 146 578 581 311 640 658 V/C Ratio(X) 0.41 0.72 0.72 0.67 0.42 0.15 0.46 0.65 0.65 0.64 1.07 1.07 Avail Cap(c_a), veh/h 437 632 637 322 1270 557 293 640 643 396 640 658 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 25.7 39.1 39.1 29.9 34.1 30.5 35.5 40.4 40.4 29.6 44.8 44.8 Incr Delay (d2), s/veh 0.3 7.1 7.0 2.8 1.0 0.6 0.8 2.0 2.0 0.9 54.8 55.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 14.9 15.0 4.1 7.2 2.0 1.5 11.4 11.5 4.4 31.7 32.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 26.0 46.2 46.2 32.7 35.1 31.1 36.4 42.4 42.4 30.5 99.6 100.6 LnGrp LOS C D D C D C D D D C F F
Approach Vol, veh/h 1078 804 818 1587
Approach Delay, s/veh 43.2 34.1 41.9 91.3
Approach LOS D C D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.8 55.8 12.0 56.4 15.6 56.0 16.9 51.5 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 34.4 19.0 50.4 15.0 34.4 19.0 50.4 Max Q Clear Time (g_c+I1), s 11.1 33.3 5.4 52.4 9.7 18.0 12.1 27.3 Green Ext Time (p_c), s 0.1 0.6 0.1 0.0 0.1 3.6 0.2 5.0 Intersection Summary
HCM 6th Ctrl Delay 59.1
HCM 6th LOS E
ATTACHMENT 10 -652
HCM 6th Signalized Intersection Summary
5: Magnolia Blvd & Hollywood Way 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 5 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 130 670 131 124 370 84 76 492 102 206 1375 152 Future Volume (veh/h) 130 670 131 124 370 84 76 492 102 206 1375 152 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 0.89 1.00 0.89 1.00 0.97 1.00 0.97 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 133 684 134 127 378 86 78 502 104 210 1403 155 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 303 828 329 207 818 325 202 1677 725 498 1752 759 Arrive On Green 0.07 0.23 0.23 0.07 0.23 0.23 0.05 0.47 0.47 0.08 0.49 0.49 Sat Flow, veh/h 1781 3554 1412 1781 3554 1410 1781 3554 1538 1781 3554 1540 Grp Volume(v), veh/h 133 684 134 127 378 86 78 502 104 210 1403 155 Grp Sat Flow(s),veh/h/ln 1781 1777 1412 1781 1777 1410 1781 1777 1538 1781 1777 1540 Q Serve(g_s), s 7.9 25.6 11.3 7.5 12.8 7.0 3.0 12.2 5.4 8.4 46.3 7.9 Cycle Q Clear(g_c), s 7.9 25.6 11.3 7.5 12.8 7.0 3.0 12.2 5.4 8.4 46.3 7.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 303 828 329 207 818 325 202 1677 725 498 1752 759 V/C Ratio(X) 0.44 0.83 0.41 0.61 0.46 0.26 0.39 0.30 0.14 0.42 0.80 0.20 Avail Cap(c_a), veh/h 419 1152 458 327 1152 457 309 1677 725 567 1752 759 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.6 51.0 45.5 39.9 46.4 44.2 25.2 22.7 20.9 16.8 29.7 20.0 Incr Delay (d2), s/veh 0.4 3.6 0.8 1.1 0.4 0.4 0.4 0.5 0.4 0.2 4.0 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 3.5 11.8 4.1 3.4 5.8 2.5 1.3 5.3 2.1 3.5 20.5 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.0 54.6 46.3 41.0 46.8 44.6 25.7 23.2 21.4 17.1 33.7 20.6 LnGrp LOS D D D D D D C C C B C C
Approach Vol, veh/h 951 591 684 1768
Approach Delay, s/veh 51.1 45.2 23.2 30.6
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.2 75.0 14.5 38.2 15.2 72.1 14.2 38.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 16.0 38.4 19.0 45.4 16.0 38.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 5.0 48.3 9.9 14.8 10.4 14.2 9.5 27.6 Green Ext Time (p_c), s 0.1 0.0 0.1 3.0 0.1 3.9 0.1 5.0 Intersection Summary
HCM 6th Ctrl Delay 36.4
HCM 6th LOS D
ATTACHMENT 10 -653
HCM 6th Signalized Intersection Summary
6: Hollywood Way & Verdugo Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 141 574 163 192 264 64 24 470 59 92 1302 117 Future Volume (veh/h) 141 574 163 192 264 64 24 470 59 92 1302 117 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 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 152 617 175 206 284 69 26 505 63 99 1400 126 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 435 647 542 229 687 575 108 1271 553 350 1332 581 Arrive On Green 0.07 0.35 0.35 0.09 0.37 0.37 0.03 0.36 0.36 0.05 0.37 0.37 Sat Flow, veh/h 1781 1870 1566 1781 1870 1567 1781 3554 1547 1781 3554 1549 Grp Volume(v), veh/h 152 617 175 206 284 69 26 505 63 99 1400 126 Grp Sat Flow(s),veh/h/ln 1781 1870 1566 1781 1870 1567 1781 1777 1547 1781 1777 1549 Q Serve(g_s), s 7.6 45.1 11.5 10.6 15.9 4.1 1.3 14.9 3.8 4.9 52.5 7.8 Cycle Q Clear(g_c), s 7.6 45.1 11.5 10.6 15.9 4.1 1.3 14.9 3.8 4.9 52.5 7.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 435 647 542 229 687 575 108 1271 553 350 1332 581 V/C Ratio(X) 0.35 0.95 0.32 0.90 0.41 0.12 0.24 0.40 0.11 0.28 1.05 0.22 Avail Cap(c_a), veh/h 490 668 559 246 687 575 293 1271 553 505 1332 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.9 44.7 33.7 34.9 33.1 29.3 35.4 33.7 30.1 27.0 43.8 29.8 Incr Delay (d2), s/veh 0.2 23.6 0.3 29.9 0.4 0.1 0.4 0.9 0.4 0.2 39.3 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.3 25.0 4.5 6.5 7.4 1.6 0.6 6.7 1.5 2.1 30.1 3.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.1 68.3 34.1 64.8 33.5 29.4 35.9 34.6 30.5 27.2 83.1 30.6 LnGrp LOS C E C E C C D C C C F C
Approach Vol, veh/h 944 559 594 1625
Approach Delay, s/veh 55.3 44.5 34.2 75.6
Approach LOS E D C E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.5 58.5 14.7 57.4 11.9 56.1 17.7 54.4 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 35.0 14.0 50.0 19.0 35.0 14.0 50.0 Max Q Clear Time (g_c+I1), s 3.3 54.5 9.6 17.9 6.9 16.9 12.6 47.1 Green Ext Time (p_c), s 0.0 0.0 0.1 2.0 0.1 3.4 0.0 1.3 Intersection Summary
HCM 6th Ctrl Delay 59.2
HCM 6th LOS E
ATTACHMENT 10 -654
HCM 6th Signalized Intersection Summary
7: Riverside Dr & Alameda Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 37 826 748 10 465 64 127 21 9 40 18 17 Future Volume (veh/h) 37 826 748 10 465 64 127 21 9 40 18 17 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 1.00 0.98 1.00 0.97 1.00 0.95 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 38 852 771 10 479 66 81 92 9 41 19 18 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 655 2481 1252 247 2185 300 190 179 17 56 26 25 Arrive On Green 0.70 0.70 0.70 1.00 1.00 1.00 0.11 0.11 0.11 0.06 0.06 0.06 Sat Flow, veh/h 853 3554 1551 310 3130 429 1781 1672 164 910 422 399 Grp Volume(v), veh/h 38 852 771 10 271 274 81 0 101 78 0 0 Grp Sat Flow(s),veh/h/ln 853 1777 1551 310 1777 1782 1781 0 1835 1731 0 0 Q Serve(g_s), s 1.7 11.4 23.1 0.6 0.0 0.0 5.1 0.0 6.2 5.3 0.0 0.0 Cycle Q Clear(g_c), s 1.7 11.4 23.1 12.0 0.0 0.0 5.1 0.0 6.2 5.3 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.24 1.00 0.09 0.53 0.23
Lane Grp Cap(c), veh/h 655 2481 1252 247 1241 1244 190 0 196 107 0 0 V/C Ratio(X) 0.06 0.34 0.62 0.04 0.22 0.22 0.43 0.00 0.52 0.73 0.00 0.00 Avail Cap(c_a), veh/h 655 2481 1252 247 1241 1244 683 0 704 173 0 0 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 0.81 0.81 0.81 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 5.7 7.2 4.5 0.8 0.0 0.0 50.2 0.0 50.7 55.3 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.4 2.3 0.2 0.3 0.3 1.5 0.0 2.1 9.2 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/ln 0.3 4.2 11.8 0.0 0.1 0.1 2.4 0.0 3.0 2.6 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 5.9 7.6 6.8 1.1 0.3 0.3 51.7 0.0 52.7 64.5 0.0 0.0 LnGrp LOS A A A A A A D A D E A A
Approach Vol, veh/h 1661 555 182 78
Approach Delay, s/veh 7.2 0.3 52.3 64.5
Approach LOS A A D E
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 89.8 12.4 89.8 17.8
Change Period (Y+Rc), s 6.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 46.0 12.0 46.0 46.0
Max Q Clear Time (g_c+I1), s 25.1 7.3 14.0 8.2
Green Ext Time (p_c), s 10.3 0.1 3.9 0.8
Intersection Summary
HCM 6th Ctrl Delay 10.8
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

User approved changes to right turn type.

ATTACHMENT 10 -655
HCM 6th Signalized Intersection Summary
8: Pass Ave & Alameda Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 8 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 91 774 34 29 353 79 29 104 56 421 934 137 Future Volume (veh/h) 91 774 34 29 353 79 29 104 56 421 934 137 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.97 1.00 0.97 0.98 0.97 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 95 806 35 30 368 82 30 108 58 439 973 143 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 270 837 36 146 632 139 264 825 411 755 1520 223 Arrive On Green 0.13 0.48 0.48 0.04 0.22 0.22 0.04 0.36 0.36 0.17 0.49 0.49 Sat Flow, veh/h 1781 3464 150 1781 2876 632 1781 2267 1130 1781 3097 455 Grp Volume(v), veh/h 95 413 428 30 225 225 30 83 83 439 558 558 Grp Sat Flow(s),veh/h/ln 1781 1777 1838 1781 1777 1731 1781 1777 1620 1781 1777 1775 Q Serve(g_s), s 4.8 27.0 27.0 1.5 13.6 13.9 1.2 3.7 4.1 17.7 28.0 28.0 Cycle Q Clear(g_c), s 4.8 27.0 27.0 1.5 13.6 13.9 1.2 3.7 4.1 17.7 28.0 28.0 Prop In Lane 1.00 0.08 1.00 0.37 1.00 0.70 1.00 0.26
Lane Grp Cap(c), veh/h 270 429 444 146 391 381 264 646 589 755 872 871 V/C Ratio(X) 0.35 0.96 0.96 0.21 0.58 0.59 0.11 0.13 0.14 0.58 0.64 0.64 Avail Cap(c_a), veh/h 305 429 444 219 429 418 397 646 589 810 872 871 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.94 0.94 0.94 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.1 30.5 30.5 35.8 41.8 42.0 22.3 25.5 25.6 16.4 22.7 22.7 Incr Delay (d2), s/veh 0.3 32.6 32.0 0.3 1.6 1.8 0.1 0.4 0.5 0.9 3.6 3.6 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 2.0 12.7 13.1 0.7 6.1 6.2 0.5 1.7 1.7 7.2 12.3 12.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.4 63.1 62.5 36.1 43.4 43.8 22.3 25.9 26.1 17.3 26.3 26.3 LnGrp LOS C E E D D D C C C B C C
Approach Vol, veh/h 936 480 196 1555
Approach Delay, s/veh 59.6 43.1 25.4 23.8
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.1 35.0 10.1 64.9 12.7 32.4 25.3 49.6 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 10.0 29.0 14.0 45.0 10.0 29.0 24.0 35.0 Max Q Clear Time (g_c+I1), s 3.5 29.0 3.2 30.0 6.8 15.9 19.7 6.1 Green Ext Time (p_c), s 0.0 0.0 0.0 6.7 0.0 2.2 0.6 1.0 Intersection Summary
HCM 6th Ctrl Delay 37.4
HCM 6th LOS D
ATTACHMENT 10 -656
HCM Signalized Intersection Capacity Analysis
9: Olive Ave & Pass Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 1 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 190 1494 1435 36 89 743
Future Volume (vph) 190 1494 1435 36 89 743
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.0 6.0 6.0 5.0 5.0
Lane Util. Factor 1.00 0.91 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 5085 5059 1770 2787
Flt Permitted 0.10 1.00 1.00 0.95 1.00
Satd. Flow (perm) 194 5085 5059 1770 2787
Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97
Adj. Flow (vph) 196 1540 1479 37 92 766
RTOR Reduction (vph) 0 0 1 0 0 357
Lane Group Flow (vph) 196 1540 1515 0 92 409
Confl. Peds. (#/hr) 34 34
Turn Type pm+pt NA NA Prot pt+ov
Protected Phases 3 5 2 6 4 4 3
Permitted Phases 2 3
Actuated Green, G (s) 92.4 92.4 64.1 11.6 31.6
Effective Green, g (s) 92.4 92.4 64.1 11.6 31.6
Actuated g/C Ratio 0.77 0.77 0.53 0.10 0.26
Clearance Time (s) 6.0 6.0 5.0
Vehicle Extension (s) 3.0 3.0 2.0
Lane Grp Cap (vph) 455 4169 2702 171 733
v/s Ratio Prot 0.08 c0.24 c0.30 0.05 c0.15
v/s Ratio Perm 0.25 0.06
v/c Ratio 0.43 0.37 0.56 0.54 0.56
Uniform Delay, d1 10.8 4.4 18.6 51.6 38.2
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 0.2 0.0 0.8 1.6 0.5
Delay (s) 11.0 4.5 19.4 53.3 38.7
Level of Service B A B D D
Approach Delay (s) 5.2 19.4 40.3
Approach LOS A B D
Intersection Summary
HCM 2000 Control Delay 17.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 63.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -657
HCM 6th Signalized Intersection Summary
10: Alameda Ave & Hollywood Way 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 72 648 141 154 853 257 57 233 49 186 1289 520 Future Volume (veh/h) 72 648 141 154 853 257 57 233 49 186 1289 520 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.98 1.00 0.98 1.00 0.98 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 73 661 144 157 870 262 58 238 50 190 1315 531 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 134 855 183 185 1148 348 114 1541 673 259 1579 690 Arrive On Green 0.07 0.20 0.20 0.10 0.22 0.22 0.06 0.43 0.43 0.07 0.44 0.44 Sat Flow, veh/h 1781 4187 897 1781 5106 1547 1781 3554 1552 3456 3554 1553 Grp Volume(v), veh/h 73 535 270 157 870 262 58 238 50 190 1315 531 Grp Sat Flow(s),veh/h/ln 1781 1702 1680 1781 1702 1547 1781 1777 1552 1728 1777 1553 Q Serve(g_s), s 4.7 17.8 18.3 10.4 19.1 14.9 3.8 4.9 2.3 6.5 39.2 23.7 Cycle Q Clear(g_c), s 4.7 17.8 18.3 10.4 19.1 14.9 3.8 4.9 2.3 6.5 39.2 23.7 Prop In Lane 1.00 0.53 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 134 695 343 185 1148 348 114 1541 673 259 1579 690 V/C Ratio(X) 0.55 0.77 0.79 0.85 0.76 0.75 0.51 0.15 0.07 0.73 0.83 0.77 Avail Cap(c_a), veh/h 208 851 420 223 1277 387 148 1541 673 432 1579 690 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.5 45.1 45.3 52.8 43.5 26.8 54.3 20.6 19.9 54.3 29.4 13.2 Incr Delay (d2), s/veh 1.3 3.5 7.8 23.8 2.7 8.1 1.3 0.2 0.2 1.5 5.3 8.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 7.8 8.3 5.9 8.3 6.3 1.7 2.1 0.9 2.9 17.5 9.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 54.8 48.6 53.1 76.6 46.1 34.9 55.6 20.8 20.1 55.9 34.7 21.3 LnGrp LOS D D D E D C E C C E C C
Approach Vol, veh/h 878 1289 346 2036
Approach Delay, s/veh 50.5 47.6 26.6 33.2
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.7 59.3 15.0 33.0 14.0 58.0 17.5 30.5 Change Period (Y+Rc), s 5.0 6.0 6.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 10.0 43.0 14.0 30.0 15.0 38.0 15.0 30.0 Max Q Clear Time (g_c+I1), s 5.8 41.2 6.7 21.1 8.5 6.9 12.4 20.3 Green Ext Time (p_c), s 0.0 1.6 0.0 5.5 0.2 1.8 0.1 3.7 Intersection Summary
HCM 6th Ctrl Delay 40.1
HCM 6th LOS D
ATTACHMENT 10 -658
HCM 6th Signalized Intersection Summary
11: Hollywood Way & Riverside Dr 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 44 441 128 12 156 80 10 214 5 378 737 408 Future Volume (veh/h) 44 441 128 12 156 80 10 214 5 378 737 408 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.97 0.99 0.96 1.00 0.99 0.99 0.99 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 46 464 135 13 164 84 11 225 5 398 776 429 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 252 464 134 117 318 153 305 1880 42 812 2325 1026 Arrive On Green 0.07 0.17 0.17 0.03 0.14 0.14 1.00 1.00 1.00 0.14 1.00 1.00 Sat Flow, veh/h 1781 2698 778 1781 2289 1104 463 3553 79 1781 3554 1568 Grp Volume(v), veh/h 46 304 295 13 125 123 11 112 118 398 776 429 Grp Sat Flow(s),veh/h/ln 1781 1777 1699 1781 1777 1616 463 1777 1855 1781 1777 1568 Q Serve(g_s), s 2.5 20.5 20.6 0.7 7.8 8.5 0.0 0.0 0.0 10.0 0.0 0.0 Cycle Q Clear(g_c), s 2.5 20.5 20.6 0.7 7.8 8.5 0.0 0.0 0.0 10.0 0.0 0.0 Prop In Lane 1.00 0.46 1.00 0.68 1.00 0.04 1.00 1.00
Lane Grp Cap(c), veh/h 252 305 292 117 247 224 305 940 982 812 2325 1026 V/C Ratio(X) 0.18 1.00 1.01 0.11 0.51 0.55 0.04 0.12 0.12 0.49 0.33 0.42 Avail Cap(c_a), veh/h 284 305 292 223 311 283 305 940 982 812 2325 1026 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.92 0.92 0.92 0.41 0.41 0.41 Uniform Delay (d), s/veh 38.6 49.6 49.7 42.7 47.9 48.2 0.0 0.0 0.0 10.8 0.0 0.0 Incr Delay (d2), s/veh 0.3 50.3 55.1 0.3 1.6 2.1 0.2 0.2 0.2 0.1 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 13.3 13.2 0.3 3.6 3.6 0.0 0.1 0.1 4.5 0.1 0.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.9 100.0 104.8 43.0 49.5 50.3 0.2 0.2 0.2 11.0 0.2 0.5 LnGrp LOS D F F D D D A A A B A A
Approach Vol, veh/h 645 261 241 1603
Approach Delay, s/veh 97.8 49.5 0.2 2.9
Approach LOS F D A A
Timer - Assigned Phs 1 2 3 4 5 6 8
Phs Duration (G+Y+Rc), s 12.8 22.7 15.0 69.5 8.9 26.6 84.5 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 10.0 21.0 10.0 57.0 11.0 20.0 72.0 Max Q Clear Time (g_c+I1), s 4.5 10.5 12.0 2.0 2.7 22.6 2.0 Green Ext Time (p_c), s 0.0 1.0 0.0 1.6 0.0 0.0 9.1
Intersection Summary
HCM 6th Ctrl Delay 29.4
HCM 6th LOS C
ATTACHMENT 10 -659
HCM 6th Signalized Intersection Summary
12: Hollywood Way & Olive Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 200 1053 80 55 1024 62 14 13 13 76 201 455 Future Volume (veh/h) 200 1053 80 55 1024 62 14 13 13 76 201 455 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 0.99 0.96 0.96 0.96 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 206 1086 82 57 1056 64 14 13 13 78 207 469 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 427 2863 216 401 2854 173 139 163 183 326 395 775 Arrive On Green 0.07 0.59 0.59 0.06 0.58 0.58 0.21 0.21 0.21 0.35 0.35 0.35 Sat Flow, veh/h 1781 4837 365 1781 4914 297 401 773 865 1335 1870 2683 Grp Volume(v), veh/h 206 764 404 57 731 389 17 0 23 78 207 469 Grp Sat Flow(s),veh/h/ln 1781 1702 1798 1781 1702 1808 533 0 1506 1335 1870 1341 Q Serve(g_s), s 5.4 14.2 14.2 1.4 13.8 13.8 1.1 0.0 1.4 5.2 10.5 17.4 Cycle Q Clear(g_c), s 5.4 14.2 14.2 1.4 13.8 13.8 11.7 0.0 1.4 6.6 10.5 17.4 Prop In Lane 1.00 0.20 1.00 0.16 0.81 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 427 2015 1064 401 1977 1050 167 0 318 326 395 775 V/C Ratio(X) 0.48 0.38 0.38 0.14 0.37 0.37 0.10 0.00 0.07 0.24 0.52 0.60 Avail Cap(c_a), veh/h 590 2015 1064 584 1977 1050 264 0 489 478 608 1081 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh 9.4 12.9 12.9 8.6 13.4 13.4 41.9 0.0 37.9 33.3 34.1 30.2 Incr Delay (d2), s/veh 0.8 0.5 1.0 0.2 0.5 1.0 0.3 0.0 0.1 0.4 1.0 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 2.1 5.4 5.9 0.5 5.3 5.8 0.5 0.0 0.5 1.6 4.5 4.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.2 13.4 13.9 8.8 14.0 14.4 42.2 0.0 38.0 33.7 35.1 30.9 LnGrp LOS B B B A B B D A D C D C
Approach Vol, veh/h 1374 1177 40 754
Approach Delay, s/veh 13.1 13.9 39.8 32.3
Approach LOS B B D C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 14.0 75.7 30.3 12.7 77.0 30.3
Change Period (Y+Rc), s 5.0 6.0 5.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 20.0 45.0 39.0 20.0 45.0 39.0 Max Q Clear Time (g_c+I1), s 7.4 15.8 19.4 3.4 16.2 13.7 Green Ext Time (p_c), s 0.4 9.0 3.4 0.1 9.4 0.2
Intersection Summary
HCM 6th Ctrl Delay 18.0
HCM 6th LOS B
ATTACHMENT 10 -660
HCM 6th Signalized Intersection Summary
13: Riverside Dr & Olive Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 12 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 16 726 310 64 972 90 146 151 45 83 717 21 Future Volume (veh/h) 16 726 310 64 972 90 146 151 45 83 717 21 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 0.98 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 16 748 320 66 1002 93 151 156 46 86 739 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 156 946 412 256 1115 487 327 1365 388 607 1788 Arrive On Green 0.04 0.27 0.27 0.09 0.31 0.31 0.50 0.50 0.50 0.50 0.50 0.00 Sat Flow, veh/h 1781 3554 1546 1781 3554 1552 716 2712 771 1160 3554 1585 Grp Volume(v), veh/h 16 748 320 66 1002 93 151 100 102 86 739 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1546 1781 1777 1552 716 1777 1706 1160 1777 1585 Q Serve(g_s), s 0.8 23.5 23.0 2.9 32.3 5.2 20.1 3.6 3.8 5.1 15.7 0.0 Cycle Q Clear(g_c), s 0.8 23.5 23.0 2.9 32.3 5.2 35.8 3.6 3.8 8.9 15.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.45 1.00 1.00
Lane Grp Cap(c), veh/h 156 946 412 256 1115 487 327 894 858 607 1788 V/C Ratio(X) 0.10 0.79 0.78 0.26 0.90 0.19 0.46 0.11 0.12 0.14 0.41 Avail Cap(c_a), veh/h 365 1185 515 379 1185 517 327 894 858 607 1788 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 32.1 40.9 40.7 27.7 39.3 30.1 29.9 15.7 15.7 18.1 18.7 0.0 Incr Delay (d2), s/veh 0.2 2.9 5.9 0.4 9.0 0.2 4.6 0.3 0.3 0.5 0.7 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/ln 0.3 10.6 9.4 1.3 15.3 2.0 3.9 1.5 1.5 1.5 6.6 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.3 43.9 46.6 28.1 48.4 30.2 34.5 15.9 16.0 18.6 19.4 0.0 LnGrp LOS C D D C D C C B B B B
Approach Vol, veh/h 1084 1161 353 825 A
Approach Delay, s/veh 44.5 45.8 23.9 19.3
Approach LOS D D C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.7 37.9 66.4 10.0 43.7 66.4
Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 19.0 40.0 44.0 19.0 40.0 44.0 Max Q Clear Time (g_c+I1), s 4.9 25.5 17.7 2.8 34.3 37.8 Green Ext Time (p_c), s 0.1 5.6 6.0 0.0 3.3 1.2
Intersection Summary
HCM 6th Ctrl Delay 36.7
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -661
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 2 ends

Movement EBL2 EBL EBT EBR WBL WBT WBR WBR2 NBT NBR SBT SBR Lane Configurations
Traffic Volume (vph) 12 171 515 21 235 358 13 11 439 331 949 420 Future Volume (vph) 12 171 515 21 235 358 13 11 439 331 949 420 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 7.5 8.0 7.5 8.0 6.5 7.5 6.5 3.0
Lane Util. Factor 0.97 0.95 0.97 0.95 0.95 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.98 1.00 0.95 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (prot) 3433 3514 3433 3501 3539 1556 3539 1508 Flt Permitted 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00
Satd. Flow (perm) 3433 3514 3433 3501 3539 1556 3539 1508 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 12 176 531 22 242 369 13 11 453 341 978 433 RTOR Reduction (vph) 0 0 2 0 0 2 0 0 0 0 0 0
Lane Group Flow (vph) 0 188 551 0 242 391 0 0 453 341 978 441 Confl. Peds. (#/hr) 4 12 14 15 4 12 10 7
Turn Type Prot Prot NA Prot NA NA custom NA custom
Protected Phases 1 1 6 5 2 8 4
Permitted Phases 5 7 8 3 4
Actuated Green, G (s) 11.9 24.5 13.3 25.9 40.8 67.0 40.2 47.2 Effective Green, g (s) 11.9 24.5 13.3 25.9 40.8 57.5 40.2 47.2 Actuated g/C Ratio 0.11 0.23 0.12 0.24 0.38 0.54 0.38 0.44 Clearance Time (s) 7.5 8.0 7.5 8.0 6.5 6.5
Vehicle Extension (s) 2.5 4.0 2.5 4.0 3.0 3.0
Lane Grp Cap (vph) 381 804 426 847 1349 836 1329 665
v/s Ratio Prot 0.05 c0.16 c0.07 0.11 0.13 c0.28
v/s Ratio Perm 0.22 c0.29
v/c Ratio 0.49 0.68 0.57 0.46 0.34 0.41 0.74 0.66
Uniform Delay, d1 44.7 37.7 44.1 34.6 23.5 14.7 28.8 23.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 2.6 1.4 0.5 0.1 0.2 2.2 2.5
Delay (s) 45.4 40.4 45.6 35.2 23.6 14.9 31.0 26.1
Level of Service D D D D C B C C
Approach Delay (s) 41.6 39.1 19.9 29.5
Approach LOS D D B C
Intersection Summary
HCM 2000 Control Delay 31.6 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.69
Actuated Cycle Length (s) 107.0 Sum of lost time (s) 25.0 Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -662
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 3 ends

Movement SBR2 SER2
Lane Configurations
Traffic Volume (vph) 8 23
Future Volume (vph) 8 23
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 7.5
Lane Util. Factor 1.00
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.86
Flt Protected 1.00
Satd. Flow (prot) 1611
Flt Permitted 1.00
Satd. Flow (perm) 1611
Peak-hour factor, PHF 0.97 0.97
Adj. Flow (vph) 8 24
RTOR Reduction (vph) 0 0
Lane Group Flow (vph) 0 24
Confl. Peds. (#/hr) 4 7
Turn Type Over
Protected Phases 1
Permitted Phases
Actuated Green, G (s) 11.9
Effective Green, g (s) 11.9
Actuated g/C Ratio 0.11
Clearance Time (s) 7.5
Vehicle Extension (s) 2.5
Lane Grp Cap (vph) 179
v/s Ratio Prot 0.01
v/s Ratio Perm
v/c Ratio 0.13
Uniform Delay, d1 42.9
Progression Factor 1.00
Incremental Delay, d2 0.2
Delay (s) 43.2
Level of Service D
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -663
HCM 6th Signalized Intersection Summary
15: Buena Vista St & Glenoaks Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 13 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 21 1200 111 101 570 9 145 107 91 35 157 9 Future Volume (veh/h) 21 1200 111 101 570 9 145 107 91 35 157 9 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.99 0.99 0.99 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 21 1224 113 103 582 9 148 109 93 36 160 9 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 450 1476 136 239 2028 31 382 274 234 79 228 12 Arrive On Green 0.45 0.45 0.45 0.06 0.57 0.57 0.09 0.29 0.29 0.16 0.16 0.16 Sat Flow, veh/h 824 3288 303 1781 3582 55 1781 930 793 205 1453 76 Grp Volume(v), veh/h 21 660 677 103 289 302 148 0 202 205 0 0 Grp Sat Flow(s),veh/h/ln 824 1777 1814 1781 1777 1860 1781 0 1723 1734 0 0 Q Serve(g_s), s 1.3 29.3 29.5 2.6 7.6 7.6 6.0 0.0 8.4 5.7 0.0 0.0 Cycle Q Clear(g_c), s 1.3 29.3 29.5 2.6 7.6 7.6 6.0 0.0 8.4 10.0 0.0 0.0 Prop In Lane 1.00 0.17 1.00 0.03 1.00 0.46 0.18 0.04
Lane Grp Cap(c), veh/h 450 798 815 239 1006 1053 382 0 508 319 0 0 V/C Ratio(X) 0.05 0.83 0.83 0.43 0.29 0.29 0.39 0.00 0.40 0.64 0.00 0.00 Avail Cap(c_a), veh/h 450 798 815 308 1006 1053 395 0 737 530 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 14.0 21.7 21.8 17.8 10.1 10.1 26.4 0.0 25.3 36.1 0.0 0.0 Incr Delay (d2), s/veh 0.2 9.6 9.6 0.9 0.7 0.7 0.5 0.0 0.5 2.2 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/ln 0.3 13.6 13.9 1.0 2.9 3.1 2.5 0.0 3.4 4.4 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 14.2 31.4 31.4 18.7 10.8 10.8 26.9 0.0 25.8 38.2 0.0 0.0 LnGrp LOS B C C B B B C A C D A A
Approach Vol, veh/h 1358 694 350 205
Approach Delay, s/veh 31.1 12.0 26.3 38.2
Approach LOS C B C D
Timer - Assigned Phs 2 4 5 6 7 8
Phs Duration (G+Y+Rc), s 57.5 32.5 10.5 46.9 12.4 20.1
Change Period (Y+Rc), s 6.5 6.0 5.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 39.0 38.5 9.0 25.0 8.5 25.4 Max Q Clear Time (g_c+I1), s 9.6 10.4 4.6 31.5 8.0 12.0 Green Ext Time (p_c), s 4.7 1.2 0.1 0.0 0.0 0.9
Intersection Summary
HCM 6th Ctrl Delay 25.9
HCM 6th LOS C
ATTACHMENT 10 -664
HCM 6th Signalized Intersection Summary
16: San Fernando Blvd & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 14 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 582 175 35 135 164 22 616 17 236 1144 219 Future Volume (veh/h) 94 582 175 35 135 164 22 616 17 236 1144 219 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.99 1.00 0.99 1.00 0.99 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 98 606 182 36 141 171 23 642 18 246 1192 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 396 739 221 165 904 399 48 1244 35 283 1733
Arrive On Green 0.06 0.27 0.27 0.03 0.25 0.25 0.03 0.35 0.35 0.16 0.49 0.00 Sat Flow, veh/h 1781 2688 806 1781 3554 1570 1781 3529 99 1781 3554 1585 Grp Volume(v), veh/h 98 400 388 36 141 171 23 323 337 246 1192 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1717 1781 1777 1570 1781 1777 1851 1781 1777 1585 Q Serve(g_s), s 4.8 25.4 25.5 1.8 3.7 11.0 1.5 17.4 17.4 16.3 31.2 0.0 Cycle Q Clear(g_c), s 4.8 25.4 25.5 1.8 3.7 11.0 1.5 17.4 17.4 16.3 31.2 0.0 Prop In Lane 1.00 0.47 1.00 1.00 1.00 0.05 1.00 1.00
Lane Grp Cap(c), veh/h 396 488 472 165 904 399 48 626 652 283 1733 V/C Ratio(X) 0.25 0.82 0.82 0.22 0.16 0.43 0.48 0.52 0.52 0.87 0.69 Avail Cap(c_a), veh/h 592 589 569 398 1178 521 375 1105 1151 591 2652 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 30.5 40.9 41.0 33.4 34.9 37.6 57.9 30.9 30.9 49.5 23.8 0.0 Incr Delay (d2), s/veh 0.1 8.4 8.8 0.2 0.1 1.0 2.8 0.9 0.9 9.5 1.0 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/ln 2.1 12.2 11.9 0.8 1.6 4.4 0.7 7.6 7.9 8.0 13.1 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.6 49.4 49.8 33.7 35.0 38.7 60.7 31.9 31.8 59.0 24.9 0.0 LnGrp LOS C D D C D D E C C E C
Approach Vol, veh/h 886 348 683 1438 A
Approach Delay, s/veh 47.5 36.7 32.8 30.7
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 8.8 39.2 7.8 64.8 11.3 36.7 24.2 48.5 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 20.0 40.0 25.4 90.0 20.0 40.0 40.0 75.0 Max Q Clear Time (g_c+I1), s 3.8 27.5 3.5 33.2 6.8 13.0 18.3 19.4 Green Ext Time (p_c), s 0.0 5.4 0.0 25.7 0.1 2.2 0.9 7.1 Intersection Summary
HCM 6th Ctrl Delay 36.2
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -665
HCM 6th Signalized Intersection Summary
17: Buena Vista St & Empire Ave 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 68 252 168 167 120 55 145 465 356 114 874 93 Future Volume (veh/h) 68 252 168 167 120 55 145 465 356 114 874 93 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.98 0.98 1.00 0.98 1.00 0.99 1.00 0.99 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 70 260 173 172 124 57 149 479 367 118 901 96 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 162 544 237 225 427 186 367 2023 897 167 1837 196 Arrive On Green 0.05 0.15 0.15 0.07 0.18 0.18 0.05 0.57 0.57 0.05 0.57 0.57 Sat Flow, veh/h 1781 3554 1548 3456 2395 1040 1781 3554 1575 3456 3238 345 Grp Volume(v), veh/h 70 260 173 172 90 91 149 479 367 118 494 503 Grp Sat Flow(s),veh/h/ln 1781 1777 1548 1728 1777 1658 1781 1777 1575 1728 1777 1806 Q Serve(g_s), s 5.0 9.4 12.7 6.9 6.1 6.7 4.9 9.4 11.9 4.7 23.4 23.4 Cycle Q Clear(g_c), s 5.0 9.4 12.7 6.9 6.1 6.7 4.9 9.4 11.9 4.7 23.4 23.4 Prop In Lane 1.00 1.00 1.00 0.63 1.00 1.00 1.00 0.19
Lane Grp Cap(c), veh/h 162 544 237 225 317 296 367 2023 897 167 1008 1024 V/C Ratio(X) 0.43 0.48 0.73 0.76 0.28 0.31 0.41 0.24 0.41 0.71 0.49 0.49 Avail Cap(c_a), veh/h 282 863 376 469 470 438 468 2023 897 296 1008 1024 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.2 54.2 40.6 64.4 49.8 50.0 13.8 15.0 7.1 65.7 18.2 18.2 Incr Delay (d2), s/veh 1.4 0.7 4.3 4.0 0.5 0.6 0.5 0.3 1.3 4.1 1.7 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/ln 2.3 4.3 5.2 3.2 2.8 2.8 2.0 3.9 4.1 2.2 10.0 10.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 56.6 54.8 44.9 68.4 50.3 50.6 14.3 15.3 8.4 69.7 19.9 19.8 LnGrp LOS E D D E D D B B A E B B
Approach Vol, veh/h 503 353 995 1115
Approach Delay, s/veh 51.7 59.2 12.6 25.1
Approach LOS D E B C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.1 27.4 12.0 85.4 11.6 31.0 11.7 85.7 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 * 34 15.0 50.0 16.0 37.0 12.0 53.0 Max Q Clear Time (g_c+I1), s 8.9 14.7 6.9 25.4 7.0 8.7 6.7 13.9 Green Ext Time (p_c), s 0.3 2.2 0.2 7.2 0.1 1.0 0.1 6.5 Intersection Summary
HCM 6th Ctrl Delay 29.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -666
HCM Signalized Intersection Capacity Analysis
18: Vanowen St/Driveway & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 299 0 534 0 0 0 151 791 0 0 917 216 Future Volume (vph) 299 0 534 0 0 0 151 791 0 0 917 216 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 1.00 0.98
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1681 1681 1553 1770 3539 3539 1552
Flt Permitted 0.95 0.95 1.00 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1681 1681 1553 1770 3539 3539 1552
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 318 0 568 0 0 0 161 841 0 0 976 230
RTOR Reduction (vph) 0 0 440 0 0 0 0 0 0 0 0 0
Lane Group Flow (vph) 159 159 128 0 0 0 161 841 0 0 976 230 Confl. Peds. (#/hr) 3 3 3 4 4 3
Turn Type Split NA Perm Prot NA NA Perm
Protected Phases 4 4 3 5 2 6
Permitted Phases 4 3 6
Actuated Green, G (s) 24.7 24.7 24.7 17.4 108.1 84.7 84.7 Effective Green, g (s) 24.7 24.7 24.7 17.4 108.1 84.7 84.7 Actuated g/C Ratio 0.17 0.17 0.17 0.12 0.75 0.59 0.59
Clearance Time (s) 5.7 5.7 5.7 6.0 6.0 6.0 6.0
Vehicle Extension (s) 3.5 3.5 3.5 2.0 4.0 4.0 4.0
Lane Grp Cap (vph) 287 287 265 213 2647 2074 909
v/s Ratio Prot c0.09 0.09 c0.09 0.24 c0.28
v/s Ratio Perm 0.08 0.15
v/c Ratio 0.55 0.55 0.48 0.76 0.32 0.47 0.25
Uniform Delay, d1 54.9 54.9 54.1 61.5 6.0 17.1 14.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 2.5 2.5 1.6 12.7 0.3 0.8 0.7
Delay (s) 57.4 57.4 55.8 74.2 6.3 17.9 15.2
Level of Service E E E E A B B
Approach Delay (s) 56.3 0.0 17.2 17.3
Approach LOS E A B B
Intersection Summary
HCM 2000 Control Delay 28.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.55
Actuated Cycle Length (s) 144.5 Sum of lost time (s) 22.3 Intersection Capacity Utilization 68.5% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -667
HCM 6th Signalized Intersection Summary
19: Victory Blvd & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 142 776 292 92 544 207 200 599 42 393 1121 59 Future Volume (veh/h) 142 776 292 92 544 207 200 599 42 393 1121 59 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.99 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 146 800 301 95 561 213 206 618 43 405 1156 61 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 245 883 388 164 802 352 295 1408 620 526 1637 722 Arrive On Green 0.08 0.25 0.25 0.05 0.23 0.23 0.08 0.40 0.40 0.15 0.46 0.46 Sat Flow, veh/h 1781 3554 1560 1781 3554 1558 1781 3554 1565 1781 3554 1568 Grp Volume(v), veh/h 146 800 301 95 561 213 206 618 43 405 1156 61 Grp Sat Flow(s),veh/h/ln 1781 1777 1560 1781 1777 1558 1781 1777 1565 1781 1777 1568 Q Serve(g_s), s 8.7 30.6 25.1 5.7 20.3 17.2 9.5 17.8 2.4 18.1 36.4 3.1 Cycle Q Clear(g_c), s 8.7 30.6 25.1 5.7 20.3 17.2 9.5 17.8 2.4 18.1 36.4 3.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 245 883 388 164 802 352 295 1408 620 526 1637 722 V/C Ratio(X) 0.60 0.91 0.78 0.58 0.70 0.61 0.70 0.44 0.07 0.77 0.71 0.08 Avail Cap(c_a), veh/h 349 924 406 309 924 405 576 1408 620 692 1637 722 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 51.0 49.0 41.6 49.8 48.6 26.2 30.9 26.2 20.5 30.2 21.2 Incr Delay (d2), s/veh 1.7 12.0 8.8 2.4 2.0 2.0 2.2 1.0 0.2 3.4 2.6 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 15.1 10.8 2.6 9.3 6.9 4.2 7.9 0.9 7.9 16.1 1.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.3 63.0 57.8 44.0 51.8 50.6 28.4 31.9 26.5 23.8 32.8 21.4 LnGrp LOS D E E D D D C C C C C C
Approach Vol, veh/h 1247 869 867 1622
Approach Delay, s/veh 59.1 50.6 30.8 30.1
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.2 40.8 16.5 70.5 15.4 37.6 25.5 61.5 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 19.0 36.4 34.0 29.4 19.0 36.4 34.0 29.4 Max Q Clear Time (g_c+I1), s 7.7 32.6 11.5 38.4 10.7 22.3 20.1 19.8 Green Ext Time (p_c), s 0.1 2.2 0.4 0.0 0.2 3.9 0.8 3.0 Intersection Summary
HCM 6th Ctrl Delay 42.0
HCM 6th LOS D
ATTACHMENT 10 -668
HCM 6th Signalized Intersection Summary
20: Burbank Blvd & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 94 521 306 153 443 85 197 747 91 153 1212 92 Future Volume (veh/h) 94 521 306 153 443 85 197 747 91 153 1212 92 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 99 548 322 161 466 89 207 786 96 161 1276 97 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 272 809 358 254 904 400 251 1676 745 368 1625 722 Arrive On Green 0.06 0.23 0.23 0.08 0.25 0.25 0.08 0.47 0.47 0.06 0.46 0.46 Sat Flow, veh/h 1781 3554 1573 1781 3554 1574 1781 3554 1579 1781 3554 1579 Grp Volume(v), veh/h 99 548 322 161 466 89 207 786 96 161 1276 97 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1574 1781 1777 1579 1781 1777 1579 Q Serve(g_s), s 5.9 19.7 27.8 9.5 15.8 6.3 8.5 21.0 4.8 6.7 42.6 5.0 Cycle Q Clear(g_c), s 5.9 19.7 27.8 9.5 15.8 6.3 8.5 21.0 4.8 6.7 42.6 5.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 272 809 358 254 904 400 251 1676 745 368 1625 722 V/C Ratio(X) 0.36 0.68 0.90 0.63 0.52 0.22 0.82 0.47 0.13 0.44 0.79 0.13 Avail Cap(c_a), veh/h 363 873 386 298 904 400 583 1676 745 725 1625 722 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 49.4 52.5 37.8 44.8 41.3 28.6 25.1 20.8 19.4 32.2 22.0 Incr Delay (d2), s/veh 0.6 1.9 22.3 2.8 0.5 0.3 5.0 0.9 0.4 0.6 3.9 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 2.7 9.0 13.2 4.4 7.1 2.5 3.9 9.1 1.9 2.8 19.0 2.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 39.2 51.3 74.8 40.6 45.3 41.5 33.6 26.0 21.2 20.0 36.1 22.4 LnGrp LOS D D E D D D C C C B D C
Approach Vol, veh/h 969 716 1089 1534
Approach Delay, s/veh 57.9 43.8 27.1 33.5
Approach LOS E D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.2 37.9 16.0 70.0 12.4 41.6 14.0 72.0 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 11.5 29.8 10.5 44.6 7.9 17.8 8.7 23.0 Green Ext Time (p_c), s 0.1 2.0 0.4 0.0 0.1 3.1 0.3 3.8 Intersection Summary
HCM 6th Ctrl Delay 39.1
HCM 6th LOS D
ATTACHMENT 10 -669
HCM 6th Signalized Intersection Summary
21: Magnolia Blvd & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 110 649 137 133 519 211 122 553 83 404 1302 110 Future Volume (veh/h) 110 649 137 133 519 211 122 553 83 404 1302 110 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 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 128 755 159 155 603 245 142 643 97 470 1514 128 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 233 831 366 211 873 385 191 1236 547 525 1652 732 Arrive On Green 0.07 0.23 0.23 0.08 0.25 0.25 0.07 0.35 0.35 0.18 0.46 0.46 Sat Flow, veh/h 1781 3554 1565 1781 3554 1566 1781 3554 1571 1781 3554 1575 Grp Volume(v), veh/h 128 755 159 155 603 245 142 643 97 470 1514 128 Grp Sat Flow(s),veh/h/ln 1781 1777 1565 1781 1777 1566 1781 1777 1571 1781 1777 1575 Q Serve(g_s), s 7.6 28.9 12.1 9.2 21.6 19.6 7.1 20.2 6.0 22.8 55.6 6.6 Cycle Q Clear(g_c), s 7.6 28.9 12.1 9.2 21.6 19.6 7.1 20.2 6.0 22.8 55.6 6.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 233 831 366 211 873 385 191 1236 547 525 1652 732 V/C Ratio(X) 0.55 0.91 0.43 0.73 0.69 0.64 0.74 0.52 0.18 0.89 0.92 0.17 Avail Cap(c_a), veh/h 302 873 384 259 873 385 543 1236 547 669 1652 732 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.5 52.2 45.7 39.7 48.0 47.2 33.9 36.3 31.7 24.3 34.9 21.8 Incr Delay (d2), s/veh 1.5 12.9 0.8 7.3 2.3 3.5 4.2 1.6 0.7 11.7 9.5 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 14.4 4.8 4.5 9.9 8.0 3.3 9.1 2.4 11.1 25.8 2.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.0 65.0 46.5 47.0 50.3 50.7 38.1 37.9 32.4 36.1 44.4 22.3 LnGrp LOS D E D D D D D D C D D C
Approach Vol, veh/h 1042 1003 882 2112
Approach Delay, s/veh 59.1 49.9 37.3 41.2
Approach LOS E D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.8 38.8 14.3 71.1 14.2 40.4 30.7 54.7 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 15.0 34.4 37.0 32.0 15.0 34.4 37.0 32.0 Max Q Clear Time (g_c+I1), s 11.2 30.9 9.1 57.6 9.6 23.6 24.8 22.2 Green Ext Time (p_c), s 0.1 1.8 0.3 0.0 0.1 3.7 0.9 3.3 Intersection Summary
HCM 6th Ctrl Delay 46.0
HCM 6th LOS D
ATTACHMENT 10 -670
HCM 6th Signalized Intersection Summary
22: Olive Ave & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 19 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 171 468 108 168 914 48 97 355 113 100 1045 450 Future Volume (veh/h) 171 468 108 168 914 48 97 355 113 100 1045 450 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.97 1.00 0.98 0.99 0.98 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 180 493 114 177 962 51 102 374 119 105 1100 474 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 212 726 167 288 866 46 200 1627 713 485 1630 714 Arrive On Green 0.09 0.25 0.25 0.09 0.25 0.25 0.04 0.46 0.46 0.04 0.46 0.46 Sat Flow, veh/h 1781 2849 654 1781 3426 182 1781 3554 1557 1781 3554 1557 Grp Volume(v), veh/h 180 306 301 177 499 514 102 374 119 105 1100 474 Grp Sat Flow(s),veh/h/ln 1781 1777 1726 1781 1777 1830 1781 1777 1557 1781 1777 1557 Q Serve(g_s), s 10.3 21.7 22.0 10.2 35.4 35.4 4.2 8.9 6.3 4.4 34.0 33.2 Cycle Q Clear(g_c), s 10.3 21.7 22.0 10.2 35.4 35.4 4.2 8.9 6.3 4.4 34.0 33.2 Prop In Lane 1.00 0.38 1.00 0.10 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 212 453 440 288 449 463 200 1627 713 485 1630 714 V/C Ratio(X) 0.85 0.68 0.68 0.62 1.11 1.11 0.51 0.23 0.17 0.22 0.67 0.66 Avail Cap(c_a), veh/h 395 551 535 372 449 463 236 1627 713 520 1630 714 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.1 47.0 47.1 35.9 52.3 52.3 24.4 23.0 22.3 18.7 29.7 29.5 Incr Delay (d2), s/veh 6.9 2.5 2.7 1.6 76.1 75.5 1.5 0.3 0.5 0.2 2.3 4.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 10.0 9.8 4.6 25.2 25.9 1.9 3.9 2.4 1.9 15.0 13.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.0 49.4 49.8 37.5 128.4 127.8 25.9 23.3 22.8 18.9 32.0 34.3 LnGrp LOS D D D D F F C C C B C C
Approach Vol, veh/h 787 1190 595 1679
Approach Delay, s/veh 48.6 114.6 23.7 31.8
Approach LOS D F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 17.0 41.7 11.2 70.2 17.2 41.4 11.3 70.1 Change Period (Y+Rc), s 4.6 6.0 5.0 6.0 4.6 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 43.4 9.0 47.0 27.0 35.4 9.0 47.0 Max Q Clear Time (g_c+I1), s 12.2 24.0 6.2 36.0 12.3 37.4 6.4 10.9 Green Ext Time (p_c), s 0.2 3.7 0.0 6.9 0.3 0.0 0.0 3.1 Intersection Summary
HCM 6th Ctrl Delay 57.0
HCM 6th LOS E
ATTACHMENT 10 -671
HCM 6th Signalized Intersection Summary
23: Alameda Ave & Buena Vista St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 202 616 123 234 590 117 213 302 219 271 687 188 Future Volume (veh/h) 202 616 123 234 590 117 213 302 219 271 687 188 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 1.00 0.95 0.99 0.95 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 224 684 137 260 656 130 237 336 243 301 763 209 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 274 826 355 308 887 382 370 1417 599 534 1492 633 Arrive On Green 0.08 0.23 0.23 0.09 0.25 0.25 0.09 0.40 0.40 0.12 0.42 0.42 Sat Flow, veh/h 3456 3554 1526 3456 3554 1530 1781 3554 1503 1781 3554 1507 Grp Volume(v), veh/h 224 684 137 260 656 130 237 336 243 301 763 209 Grp Sat Flow(s),veh/h/ln 1728 1777 1526 1728 1777 1530 1781 1777 1503 1781 1777 1507 Q Serve(g_s), s 8.9 25.6 8.2 10.4 23.8 9.8 10.9 8.8 11.5 13.8 22.2 13.1 Cycle Q Clear(g_c), s 8.9 25.6 8.2 10.4 23.8 9.8 10.9 8.8 11.5 13.8 22.2 13.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 274 826 355 308 887 382 370 1417 599 534 1492 633 V/C Ratio(X) 0.82 0.83 0.39 0.84 0.74 0.34 0.64 0.24 0.41 0.56 0.51 0.33 Avail Cap(c_a), veh/h 346 1142 490 346 1142 492 457 1417 599 595 1492 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) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 63.5 51.1 27.2 62.8 48.4 43.1 23.0 28.0 15.2 20.3 30.0 27.4 Incr Delay (d2), s/veh 10.7 3.7 0.7 15.1 1.9 0.5 1.7 0.4 2.0 0.7 1.3 1.4 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 4.3 11.8 3.1 5.2 10.8 3.8 4.8 3.9 4.3 5.9 9.8 5.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 74.1 54.8 27.9 77.9 50.2 43.6 24.7 28.4 17.2 21.1 31.3 28.7 LnGrp LOS E D C E D D C C B C C C
Approach Vol, veh/h 1045 1046 816 1273
Approach Delay, s/veh 55.4 56.3 24.0 28.4
Approach LOS E E C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 18.5 38.5 18.2 64.8 16.1 40.9 21.2 61.8 Change Period (Y+Rc), s 6.0 * 6 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 14.0 * 45 20.0 39.0 14.0 45.0 21.0 38.0 Max Q Clear Time (g_c+I1), s 12.4 27.6 12.9 24.2 10.9 25.8 15.8 13.5 Green Ext Time (p_c), s 0.1 4.9 0.3 5.4 0.2 4.9 0.3 3.2 Intersection Summary
HCM 6th Ctrl Delay 41.3
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -672
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 5 ends

Movement WBL2 WBL WBT WBR NBL NBT NBR SBL SBT SBR SBR2 NEL Lane Configurations
Traffic Volume (vph) 20 168 187 79 368 585 298 266 280 46 264 87 Future Volume (vph) 20 168 187 79 368 585 298 266 280 46 264 87 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Lane Util. Factor 1.00 0.95 0.95 1.00 1.00 0.95 1.00 0.91 0.91 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.98 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 1.00 0.85 1.00 0.95 1.00 0.95 0.85 1.00
Flt Protected 0.95 0.95 0.99 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (prot) 1770 1681 1746 1544 1770 3342 1770 3231 1441 1770 Flt Permitted 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 Satd. Flow (perm) 1770 1770 1770 1544 1770 3342 1770 3231 1441 1770 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 21 177 197 83 387 616 314 280 295 48 278 92 RTOR Reduction (vph) 0 0 0 58 0 29 0 0 0 0 0 0
Lane Group Flow (vph) 21 103 271 25 387 901 0 280 429 0 192 92 Confl. Peds. (#/hr) 6 2 2 6
Turn Type Prot Perm NA Perm Split NA Split NA Perm Prot Protected Phases 1 6 8 8 7 7 5
Permitted Phases 6 6 7
Actuated Green, G (s) 5.6 43.7 43.7 43.7 50.7 50.7 34.0 34.0 34.0 14.0 Effective Green, g (s) 5.6 43.7 43.7 43.7 50.7 50.7 34.0 34.0 34.0 14.0 Actuated g/C Ratio 0.03 0.26 0.26 0.26 0.30 0.30 0.20 0.20 0.20 0.08 Clearance Time (s) 4.6 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 4.6 Vehicle Extension (s) 2.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 2.5 Lane Grp Cap (vph) 59 464 464 405 538 1017 361 659 294 148 v/s Ratio Prot 0.01 0.22 c0.27 c0.16 0.13 c0.05
v/s Ratio Perm 0.06 0.15 0.02 0.13
v/c Ratio 0.36 0.22 0.58 0.06 0.72 0.89 0.78 0.65 0.65 0.62 Uniform Delay, d1 78.7 48.1 53.5 46.0 51.6 55.1 62.6 60.8 60.8 73.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.3 2.0 0.1 4.7 9.6 10.3 2.4 5.3 6.8 Delay (s) 81.4 48.4 55.5 46.1 56.3 64.7 72.9 63.2 66.2 80.5 Level of Service F D E D E E E E E F
Approach Delay (s) 53.5 62.2 66.9 65.6
Approach LOS D E E E
Intersection Summary
HCM 2000 Control Delay 63.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.85
Actuated Cycle Length (s) 166.5 Sum of lost time (s) 24.1 Intersection Capacity Utilization 101.0% ICU Level of Service G Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -673
HCM Signalized Intersection Capacity Analysis
24: Riverside Dr & SR 134 Ramps/Buena Vista St & SR 134 WB On Ramp 10/27/2021 Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 6 ends

Movement NER NER2
Lane Configurations
Traffic Volume (vph) 773 1
Future Volume (vph) 773 1
Ideal Flow (vphpl) 1900 1900
Total Lost time (s) 6.5
Lane Util. Factor 0.88
Frpb, ped/bikes 1.00
Flpb, ped/bikes 1.00
Frt 0.85
Flt Protected 1.00
Satd. Flow (prot) 2787
Flt Permitted 1.00
Satd. Flow (perm) 2787
Peak-hour factor, PHF 0.95 0.95
Adj. Flow (vph) 814 1
RTOR Reduction (vph) 54 0
Lane Group Flow (vph) 761 0
Confl. Peds. (#/hr) 2
Turn Type Prot
Protected Phases 2
Permitted Phases
Actuated Green, G (s) 52.1
Effective Green, g (s) 52.1
Actuated g/C Ratio 0.31
Clearance Time (s) 6.5
Vehicle Extension (s) 3.5
Lane Grp Cap (vph) 872
v/s Ratio Prot c0.27
v/s Ratio Perm
v/c Ratio 0.87
Uniform Delay, d1 54.1
Progression Factor 1.00
Incremental Delay, d2 9.8
Delay (s) 63.9
Level of Service E
Approach Delay (s)
Approach LOS
Intersection Summary
ATTACHMENT 10 -674
HCM Signalized Intersection Capacity Analysis
25: Burbank Blvd & Victory Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 7 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 40 1406 313 379 1255 485 233 233 112 636 527 52 Future Volume (vph) 40 1406 313 379 1255 485 233 233 112 636 527 52 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Lane Util. Factor 0.97 0.91 1.00 0.97 0.91 1.00 0.97 0.95 1.00 0.86 0.86 1.00 Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (prot) 3433 5085 1561 3433 5085 1570 3433 3539 1583 3044 3185 1557 Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 0.99 1.00 Satd. Flow (perm) 3433 5085 1561 3433 5085 1570 3433 3539 1583 3044 3185 1557 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 43 1512 337 408 1349 522 251 251 120 684 567 56 RTOR Reduction (vph) 0 0 22 0 0 122 0 0 35 0 0 41
Lane Group Flow (vph) 43 1512 315 408 1349 400 251 251 85 609 642 15 Confl. Peds. (#/hr) 1 4 4 1 3 3
Turn Type Prot NA pm+ov Prot NA pm+ov Split NA pm+ov Split NA Perm Protected Phases 1 6 7 5 2 3 7 7 5 3 3
Permitted Phases 6 2 7 3
Actuated Green, G (s) 6.0 63.5 85.7 25.7 83.2 130.5 22.2 22.2 47.9 47.3 47.3 47.3 Effective Green, g (s) 6.0 63.5 85.7 25.7 83.2 130.5 22.2 22.2 47.9 47.3 47.3 47.3 Actuated g/C Ratio 0.03 0.35 0.47 0.14 0.46 0.72 0.12 0.12 0.26 0.26 0.26 0.26 Clearance Time (s) 5.0 6.0 6.0 5.0 6.0 6.0 6.0 6.0 5.0 6.0 6.0 6.0 Vehicle Extension (s) 2.5 3.0 3.0 2.0 3.0 3.0 3.0 3.0 2.0 3.0 3.0 3.0 Lane Grp Cap (vph) 113 1777 736 485 2328 1179 419 432 417 792 829 405 v/s Ratio Prot 0.01 c0.30 0.05 c0.12 0.27 0.09 c0.07 0.07 0.03 0.20 c0.20 v/s Ratio Perm 0.15 0.17 0.02 0.01
v/c Ratio 0.38 0.85 0.43 0.84 0.58 0.34 0.60 0.58 0.20 0.77 0.77 0.04 Uniform Delay, d1 86.0 54.7 31.8 76.0 36.3 9.5 75.5 75.4 52.1 62.1 62.3 50.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.6 4.1 0.4 12.0 0.4 0.2 2.3 2.0 0.1 4.5 4.6 0.0 Delay (s) 87.6 58.9 32.2 88.0 36.7 9.7 77.8 77.3 52.2 66.7 66.8 50.2 Level of Service F E C F D A E E D E E D
Approach Delay (s) 54.8 39.7 72.7 66.0
Approach LOS D D E E
Intersection Summary
HCM 2000 Control Delay 53.4 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 181.7 Sum of lost time (s) 23.0 Intersection Capacity Utilization 83.3% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -675
HCM 6th Signalized Intersection Summary
26: Victory Blvd/Victory Pl & Magnolia Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 115 515 205 178 534 111 139 455 72 199 931 129 Future Volume (veh/h) 115 515 205 178 534 111 139 455 72 199 931 129 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 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 126 566 225 196 587 122 153 500 79 219 1023 142 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 247 537 213 228 878 387 285 1603 711 498 1675 743 Arrive On Green 0.07 0.22 0.22 0.10 0.25 0.25 0.06 0.45 0.45 0.08 0.47 0.47 Sat Flow, veh/h 1781 2475 981 1781 3554 1568 1781 3554 1576 1781 3554 1576 Grp Volume(v), veh/h 126 406 385 196 587 122 153 500 79 219 1023 142 Grp Sat Flow(s),veh/h/ln 1781 1777 1679 1781 1777 1568 1781 1777 1576 1781 1777 1576 Q Serve(g_s), s 7.6 30.4 30.4 11.6 20.9 8.9 6.4 12.6 4.1 9.1 29.9 7.3 Cycle Q Clear(g_c), s 7.6 30.4 30.4 11.6 20.9 8.9 6.4 12.6 4.1 9.1 29.9 7.3 Prop In Lane 1.00 0.58 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 247 386 365 228 878 387 285 1603 711 498 1675 743 V/C Ratio(X) 0.51 1.05 1.06 0.86 0.67 0.32 0.54 0.31 0.11 0.44 0.61 0.19 Avail Cap(c_a), veh/h 442 386 365 370 878 387 545 1603 711 722 1675 743 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.6 54.8 54.8 39.2 47.5 43.0 22.1 24.6 22.2 18.1 27.5 21.5 Incr Delay (d2), s/veh 0.6 60.2 62.6 6.1 2.0 0.5 0.6 0.5 0.3 0.2 1.7 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 3.4 20.0 19.2 5.5 9.5 3.5 2.7 5.5 1.6 3.8 13.1 2.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.2 115.0 117.4 45.3 49.5 43.5 22.6 25.1 22.5 18.3 29.2 22.1 LnGrp LOS D F F D D D C C C B C C
Approach Vol, veh/h 917 905 732 1384
Approach Delay, s/veh 105.7 47.8 24.3 26.7
Approach LOS F D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.2 72.0 18.4 36.4 16.0 69.1 14.3 40.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 34.4 25.0 30.4 29.0 34.4 25.0 30.4 Max Q Clear Time (g_c+I1), s 8.4 31.9 13.6 32.4 11.1 14.6 9.6 22.9 Green Ext Time (p_c), s 0.2 1.7 0.2 0.0 0.3 3.5 0.1 2.6 Intersection Summary
HCM 6th Ctrl Delay 49.5
HCM 6th LOS D
ATTACHMENT 10 -676
HCM 6th Signalized Intersection Summary
27: Olive Ave & Victory Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 160 452 54 135 890 72 119 490 91 176 925 285 Future Volume (veh/h) 160 452 54 135 890 72 119 490 91 176 925 285 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.97 0.99 0.97 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 168 476 57 142 937 76 125 516 96 185 974 300 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 322 1527 182 487 1672 734 173 782 337 289 873 378 Arrive On Green 0.06 0.48 0.48 0.06 0.47 0.47 0.07 0.22 0.22 0.09 0.25 0.25 Sat Flow, veh/h 1781 3191 380 1781 3554 1560 1781 3554 1531 1781 3554 1537 Grp Volume(v), veh/h 168 264 269 142 937 76 125 516 96 185 974 300 Grp Sat Flow(s),veh/h/ln 1781 1777 1795 1781 1777 1560 1781 1777 1531 1781 1777 1537 Q Serve(g_s), s 6.8 12.7 12.9 5.7 26.5 3.8 7.5 18.5 7.3 11.0 34.4 25.6 Cycle Q Clear(g_c), s 6.8 12.7 12.9 5.7 26.5 3.8 7.5 18.5 7.3 11.0 34.4 25.6 Prop In Lane 1.00 0.21 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 322 850 859 487 1672 734 173 782 337 289 873 378 V/C Ratio(X) 0.52 0.31 0.31 0.29 0.56 0.10 0.72 0.66 0.28 0.64 1.12 0.79 Avail Cap(c_a), veh/h 577 850 859 756 1672 734 293 873 376 364 873 378 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 20.3 22.4 22.4 17.6 26.7 20.6 41.5 49.8 45.4 37.8 52.8 49.5 Incr Delay (d2), s/veh 0.5 1.0 1.0 0.1 1.4 0.3 2.1 1.6 0.5 1.1 67.3 11.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 5.6 5.7 2.4 11.6 1.5 3.4 8.4 2.9 4.9 23.5 11.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.8 23.3 23.4 17.7 28.0 20.9 43.7 51.4 45.9 38.8 120.1 60.6 LnGrp LOS C C C B C C D D D D F E
Approach Vol, veh/h 701 1155 737 1459
Approach Delay, s/veh 22.7 26.3 49.4 97.6
Approach LOS C C D F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 73.0 14.1 40.4 13.6 71.9 17.7 36.8 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.0 36.4 19.0 34.4 29.0 36.4 19.0 34.4 Max Q Clear Time (g_c+I1), s 7.7 14.9 9.5 36.4 8.8 28.5 13.0 20.5 Green Ext Time (p_c), s 0.2 3.2 0.1 0.0 0.2 4.0 0.1 3.2 Intersection Summary
HCM 6th Ctrl Delay 55.5
HCM 6th LOS E
ATTACHMENT 10 -677
HCM 6th Signalized Intersection Summary
28: Alameda Ave & Victory Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 47 563 93 101 1092 228 84 217 64 317 528 66 Future Volume (veh/h) 47 563 93 101 1092 228 84 217 64 317 528 66 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.98 0.95 0.96 0.97 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 48 574 95 103 1114 233 86 221 65 323 539 67 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 258 1947 863 480 1967 873 168 440 125 608 924 114 Arrive On Green 0.04 0.55 0.55 0.04 0.55 0.55 0.16 0.16 0.16 0.10 0.29 0.29 Sat Flow, veh/h 1781 3554 1576 1781 3554 1576 797 2694 766 3456 3170 393 Grp Volume(v), veh/h 48 574 95 103 1114 233 86 143 143 323 301 305 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1781 1777 1576 797 1777 1683 1728 1777 1786 Q Serve(g_s), s 1.6 12.2 4.1 3.5 28.5 10.8 14.5 10.3 10.9 10.5 20.2 20.4 Cycle Q Clear(g_c), s 1.6 12.2 4.1 3.5 28.5 10.8 16.9 10.3 10.9 10.5 20.2 20.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.46 1.00 0.22
Lane Grp Cap(c), veh/h 258 1947 863 480 1967 873 168 291 275 608 518 521 V/C Ratio(X) 0.19 0.29 0.11 0.21 0.57 0.27 0.51 0.49 0.52 0.53 0.58 0.59 Avail Cap(c_a), veh/h 320 1947 863 532 1967 873 210 386 366 846 736 740 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 17.1 15.2 13.1 20.3 16.4 57.2 53.3 53.5 41.5 42.3 42.4 Incr Delay (d2), s/veh 0.1 0.4 0.3 0.1 1.2 0.7 2.4 1.3 1.5 0.7 1.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 5.1 1.5 1.4 12.1 4.1 3.0 4.7 4.7 4.6 9.1 9.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.7 17.5 15.5 13.2 21.5 17.1 59.7 54.6 55.0 42.2 43.3 43.4 LnGrp LOS B B B B C B E D E D D D
Approach Vol, veh/h 717 1450 372 929
Approach Delay, s/veh 17.1 20.2 55.9 43.0
Approach LOS B C E D
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 17.9 28.9 10.5 82.7 46.8 9.7 83.5 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 6.0 4.6 6.0
Max Green Setting (Gmax), s 23.0 30.4 10.0 55.4 58.0 10.0 55.4 Max Q Clear Time (g_c+I1), s 12.5 18.9 5.5 14.2 22.4 3.6 30.5 Green Ext Time (p_c), s 0.8 1.7 0.0 4.8 4.2 0.0 10.2
Intersection Summary
HCM 6th Ctrl Delay 29.5
HCM 6th LOS C
ATTACHMENT 10 -678
HCM 6th Signalized Intersection Summary
29: Burbank Blvd & San Fernando Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 24 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 489 464 282 19 322 71 66 99 4 50 201 634 Future Volume (veh/h) 489 464 282 19 322 71 66 99 4 50 201 634 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.95 1.00 1.00 0.98 1.00 0.98 1.00 0.97 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 569 540 0 22 374 83 77 115 5 58 234 737 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 675 939 86 631 275 430 1234 53 97 511 736
Arrive On Green 0.12 0.26 0.00 0.05 0.18 0.18 0.12 0.36 0.36 0.05 0.27 0.27 Sat Flow, veh/h 3456 3554 1585 1781 3554 1548 3456 3468 150 1781 1870 2693 Grp Volume(v), veh/h 569 540 0 22 374 83 77 59 61 58 234 737 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1781 1777 1548 1728 1777 1841 1781 1870 1346 Q Serve(g_s), s 6.9 10.6 0.0 1.0 7.8 3.7 1.6 1.8 1.8 2.6 8.4 16.4 Cycle Q Clear(g_c), s 6.9 10.6 0.0 1.0 7.8 3.7 1.6 1.8 1.8 2.6 8.4 16.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.08 1.00 1.00
Lane Grp Cap(c), veh/h 675 939 86 631 275 430 633 655 97 511 736 V/C Ratio(X) 0.84 0.57 0.26 0.59 0.30 0.18 0.09 0.09 0.60 0.46 1.00 Avail Cap(c_a), veh/h 1111 1326 664 1326 577 2578 1326 1373 443 698 1004 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.2 25.7 0.0 36.9 30.4 28.7 31.5 17.2 17.3 37.2 24.3 16.2 Incr Delay (d2), s/veh 1.4 0.7 0.0 1.9 1.1 0.7 0.4 0.1 0.1 2.2 0.5 24.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.3 4.4 0.0 0.5 3.3 1.4 0.7 0.7 0.7 1.2 3.6 7.2 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 33.7 26.3 0.0 38.7 31.5 29.5 32.0 17.3 17.3 39.4 24.7 41.1 LnGrp LOS C C D C C C B B D C F
Approach Vol, veh/h 1109 A 479 197 1029
Approach Delay, s/veh 30.1 31.5 23.0 37.3
Approach LOS C C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.4 34.9 15.9 20.3 16.3 28.0 8.9 27.3 Change Period (Y+Rc), s 5.0 6.3 6.0 * 6 6.3 * 6 5.0 6.0 Max Green Setting (Gmax), s 20.0 60.0 20.0 * 30 60.0 * 30 30.0 30.0 Max Q Clear Time (g_c+I1), s 4.6 3.8 8.9 9.8 3.6 18.4 3.0 12.6 Green Ext Time (p_c), s 0.0 0.9 1.0 3.2 0.6 3.1 0.0 4.0 Intersection Summary
HCM 6th Ctrl Delay 32.5
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -679
HCM 6th Signalized Intersection Summary
30: Magnolia Blvd & First St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 25 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 94 492 154 42 653 19 148 115 37 28 284 205 Future Volume (veh/h) 94 492 154 42 653 19 148 115 37 28 284 205 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 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 109 572 179 49 759 22 172 134 43 33 330 238 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 397 1825 771 427 1693 809 303 823 365 349 644 372 Arrive On Green 0.05 0.49 0.49 0.04 0.48 0.48 0.09 0.23 0.23 0.04 0.18 0.18 Sat Flow, veh/h 1781 3741 1580 1781 3554 1580 1781 3554 1575 1781 3554 1572 Grp Volume(v), veh/h 109 572 179 49 759 22 172 134 43 33 330 238 Grp Sat Flow(s),veh/h/ln 1781 1870 1580 1781 1777 1580 1781 1777 1575 1781 1777 1572 Q Serve(g_s), s 3.2 9.7 6.9 1.4 14.9 0.7 8.0 3.2 2.3 1.6 8.8 14.3 Cycle Q Clear(g_c), s 3.2 9.7 6.9 1.4 14.9 0.7 8.0 3.2 2.3 1.6 8.8 14.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 397 1825 771 427 1693 809 303 823 365 349 644 372 V/C Ratio(X) 0.27 0.31 0.23 0.11 0.45 0.03 0.57 0.16 0.12 0.09 0.51 0.64 Avail Cap(c_a), veh/h 452 1825 771 502 1693 809 303 1097 486 439 1097 572 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 13.5 16.3 15.5 12.8 18.3 12.7 30.3 32.2 31.9 32.8 38.8 36.1 Incr Delay (d2), s/veh 0.1 0.4 0.7 0.0 0.9 0.1 1.6 0.1 0.1 0.0 0.6 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 4.2 2.6 0.6 6.2 0.3 3.5 1.4 0.9 0.7 3.9 5.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.7 16.7 16.2 12.9 19.2 12.8 31.9 32.3 32.0 32.9 39.4 38.0 LnGrp LOS B B B B B B C C C C D D
Approach Vol, veh/h 860 830 349 601
Approach Delay, s/veh 16.2 18.6 32.1 38.5
Approach LOS B B C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.2 57.2 8.3 30.3 10.4 56.0 13.6 25.0 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 33.4 9.0 32.4 9.0 33.4 9.0 32.4 Max Q Clear Time (g_c+I1), s 3.4 11.7 3.6 5.2 5.2 16.9 10.0 16.3 Green Ext Time (p_c), s 0.0 4.6 0.0 0.9 0.0 4.9 0.0 2.7 Intersection Summary
HCM 6th Ctrl Delay 24.1
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.

ATTACHMENT 10 -680
HCM 6th Signalized Intersection Summary
31: Olive Ave & First St 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 26 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 97 376 104 36 681 93 263 173 47 51 176 109 Future Volume (veh/h) 97 376 104 36 681 93 263 173 47 51 176 109 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 0.98 0.98 0.97 0.96 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 104 404 112 39 732 100 283 186 51 55 189 117 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 362 1275 349 460 1602 698 422 697 185 333 603 342 Arrive On Green 0.05 0.47 0.47 0.04 0.45 0.45 0.13 0.25 0.25 0.04 0.17 0.17 Sat Flow, veh/h 1781 2741 751 1781 3554 1548 1781 2759 734 1781 3554 1526 Grp Volume(v), veh/h 104 260 256 39 732 100 283 118 119 55 189 117 Grp Sat Flow(s),veh/h/ln 1781 1777 1715 1781 1777 1548 1781 1777 1716 1781 1777 1526 Q Serve(g_s), s 3.4 10.1 10.3 1.3 15.7 4.2 14.0 5.8 6.1 2.8 5.1 7.1 Cycle Q Clear(g_c), s 3.4 10.1 10.3 1.3 15.7 4.2 14.0 5.8 6.1 2.8 5.1 7.1 Prop In Lane 1.00 0.44 1.00 1.00 1.00 0.43 1.00 1.00
Lane Grp Cap(c), veh/h 362 827 798 460 1602 698 422 449 433 333 603 342 V/C Ratio(X) 0.29 0.31 0.32 0.08 0.46 0.14 0.67 0.26 0.28 0.17 0.31 0.34 Avail Cap(c_a), veh/h 447 827 798 570 1602 698 422 565 546 400 969 499 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 15.7 18.4 18.5 15.1 20.9 17.7 31.1 32.9 33.0 35.1 40.1 36.1 Incr Delay (d2), s/veh 0.3 1.0 1.1 0.0 0.9 0.4 3.8 0.4 0.4 0.1 0.4 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 1.4 4.3 4.3 0.5 6.6 1.6 6.5 2.6 2.6 1.2 2.3 2.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.1 19.4 19.6 15.1 21.8 18.2 34.9 33.3 33.4 35.2 40.4 36.8 LnGrp LOS B B B B C B C C C D D D
Approach Vol, veh/h 620 871 520 361
Approach Delay, s/veh 18.9 21.1 34.2 38.4
Approach LOS B C C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 9.9 33.8 10.7 55.6 19.0 24.7 9.2 57.2 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 9.0 35.0 11.0 33.0 14.0 30.0 11.0 33.0 Max Q Clear Time (g_c+I1), s 4.8 8.1 5.4 17.7 16.0 9.1 3.3 12.3 Green Ext Time (p_c), s 0.0 1.7 0.1 5.6 0.0 1.8 0.0 3.7 Intersection Summary
HCM 6th Ctrl Delay 26.0
HCM 6th LOS C
ATTACHMENT 10 -681
HCM 6th Signalized Intersection Summary
32: Alameda Ave & San Fernando Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 27 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 150 380 132 70 494 68 255 218 86 134 416 249 Future Volume (veh/h) 150 380 132 70 494 68 255 218 86 134 416 249 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.95 0.98 0.96 0.98 0.96 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 155 392 136 72 509 70 263 225 89 138 429 257 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 1357 1424 487 92 632 86 444 403 153 269 569 244 Arrive On Green 0.39 0.55 0.55 0.05 0.20 0.20 0.08 0.16 0.16 0.08 0.16 0.16 Sat Flow, veh/h 3456 2583 884 1781 3115 426 3456 2486 946 1781 3554 1523 Grp Volume(v), veh/h 155 268 260 72 289 290 263 158 156 138 429 257 Grp Sat Flow(s),veh/h/ln 1728 1777 1690 1781 1777 1765 1728 1777 1655 1781 1777 1523 Q Serve(g_s), s 4.0 11.2 11.4 5.6 21.7 21.9 8.8 11.5 12.2 9.0 16.1 9.7 Cycle Q Clear(g_c), s 4.0 11.2 11.4 5.6 21.7 21.9 8.8 11.5 12.2 9.0 16.1 9.7 Prop In Lane 1.00 0.52 1.00 0.24 1.00 0.57 1.00 1.00
Lane Grp Cap(c), veh/h 1357 979 931 92 360 358 444 288 268 269 569 244 V/C Ratio(X) 0.11 0.27 0.28 0.78 0.80 0.81 0.59 0.55 0.58 0.51 0.75 1.05 Avail Cap(c_a), veh/h 1357 979 931 280 609 605 637 470 437 283 762 326 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.0 16.6 16.7 65.6 53.1 53.2 44.9 53.9 54.2 44.6 56.1 10.9 Incr Delay (d2), s/veh 0.0 0.7 0.7 10.4 17.0 17.8 0.9 2.0 2.4 1.1 3.3 62.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 4.8 4.7 2.8 11.4 11.5 3.8 5.3 5.3 4.1 7.5 7.5 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 27.1 17.3 17.4 76.0 70.2 71.0 45.8 55.9 56.6 45.7 59.5 73.4 LnGrp LOS C B B E E E D E E D E F
Approach Vol, veh/h 683 651 577 824
Approach Delay, s/veh 19.6 71.2 51.5 61.5
Approach LOS B E D E
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 16.2 28.4 61.0 34.4 15.9 28.7 12.2 83.2 Change Period (Y+Rc), s 5.0 6.0 6.0 * 6 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 30.0 21.0 * 48 12.0 37.0 22.0 47.0 Max Q Clear Time (g_c+I1), s 10.8 18.1 6.0 23.9 11.0 14.2 7.6 13.4 Green Ext Time (p_c), s 0.4 3.5 0.3 4.5 0.0 2.2 0.1 4.4 Intersection Summary
HCM 6th Ctrl Delay 51.2
HCM 6th LOS D
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

ATTACHMENT 10 -682
HCM 6th Signalized Intersection Summary
33: Magnolia Blvd & Glenoaks Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 28 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 80 129 132 91 321 55 158 633 17 49 1304 194 Future Volume (veh/h) 80 129 132 91 321 55 158 633 17 49 1304 194 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.99 1.00 0.98 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 82 133 136 94 331 57 163 653 18 51 1344 200 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 207 422 350 262 683 116 248 1914 53 501 1626 240 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.23 0.07 0.54 0.54 0.05 0.52 0.52 Sat Flow, veh/h 986 1870 1551 1096 3026 515 1781 3531 97 1781 3100 457 Grp Volume(v), veh/h 82 133 136 94 193 195 163 328 343 51 765 779 Grp Sat Flow(s),veh/h/ln 986 1870 1551 1096 1777 1764 1781 1777 1852 1781 1777 1780 Q Serve(g_s), s 7.1 5.3 6.7 7.0 8.5 8.7 3.7 9.3 9.4 1.1 32.3 33.3 Cycle Q Clear(g_c), s 15.8 5.3 6.7 12.4 8.5 8.7 3.7 9.3 9.4 1.1 32.3 33.3 Prop In Lane 1.00 1.00 1.00 0.29 1.00 0.05 1.00 0.26
Lane Grp Cap(c), veh/h 207 422 350 262 401 398 248 963 1004 501 932 933 V/C Ratio(X) 0.40 0.32 0.39 0.36 0.48 0.49 0.66 0.34 0.34 0.10 0.82 0.83 Avail Cap(c_a), veh/h 292 582 483 356 553 549 310 963 1004 593 932 933 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.2 29.1 29.6 34.2 30.3 30.4 18.5 11.6 11.6 8.8 17.9 18.1 Incr Delay (d2), s/veh 1.2 0.4 0.7 0.8 0.9 0.9 1.7 1.0 0.9 0.0 8.0 8.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 2.4 2.5 1.9 3.7 3.7 1.8 3.7 3.9 0.4 14.1 14.7 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.4 29.5 30.3 35.0 31.2 31.3 20.3 12.5 12.5 8.9 25.9 26.8 LnGrp LOS D C C D C C C B B A C C
Approach Vol, veh/h 351 482 834 1595
Approach Delay, s/veh 31.9 32.0 14.0 25.8
Approach LOS C C B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.9 54.8 26.3 10.5 53.2 26.3
Change Period (Y+Rc), s 4.6 6.0 6.0 4.6 6.0 6.0
Max Green Setting (Gmax), s 9.0 36.4 28.0 9.0 36.4 28.0 Max Q Clear Time (g_c+I1), s 3.1 11.4 14.4 5.7 35.3 17.8 Green Ext Time (p_c), s 0.0 4.4 2.3 0.1 0.9 1.1
Intersection Summary
HCM 6th Ctrl Delay 24.4
HCM 6th LOS C
ATTACHMENT 10 -683
HCM 6th Signalized Intersection Summary
34: Olive Ave & Glenoaks Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 29 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 95 127 83 104 431 35 148 506 31 47 895 181 Future Volume (veh/h) 95 127 83 104 431 35 148 506 31 47 895 181 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.98 0.99 0.98 1.00 0.98 0.99 0.98 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 99 132 86 108 449 36 154 527 32 49 932 189 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 425 759 460 551 1201 96 227 1004 61 304 762 154 Arrive On Green 0.06 0.36 0.36 0.06 0.36 0.36 0.08 0.30 0.30 0.05 0.26 0.26 Sat Flow, veh/h 1781 2110 1279 1781 3328 266 1781 3400 206 1781 2932 594 Grp Volume(v), veh/h 99 110 108 108 239 246 154 275 284 49 564 557 Grp Sat Flow(s),veh/h/ln 1781 1777 1612 1781 1777 1817 1781 1777 1829 1781 1777 1749 Q Serve(g_s), s 3.1 3.8 4.2 3.4 8.9 9.0 5.5 11.6 11.7 1.8 23.4 23.4 Cycle Q Clear(g_c), s 3.1 3.8 4.2 3.4 8.9 9.0 5.5 11.6 11.7 1.8 23.4 23.4 Prop In Lane 1.00 0.79 1.00 0.15 1.00 0.11 1.00 0.34
Lane Grp Cap(c), veh/h 425 639 580 551 641 656 227 525 540 304 462 455 V/C Ratio(X) 0.23 0.17 0.19 0.20 0.37 0.38 0.68 0.52 0.53 0.16 1.22 1.22 Avail Cap(c_a), veh/h 494 639 580 619 641 656 258 525 540 398 462 455 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 16.5 19.7 19.8 16.1 21.2 21.3 24.1 26.4 26.4 22.6 33.3 33.3 Incr Delay (d2), s/veh 0.2 0.6 0.7 0.1 1.7 1.6 5.2 1.0 0.9 0.2 118.0 118.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 1.6 1.6 1.3 3.9 4.0 2.6 4.9 5.1 0.7 24.9 24.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 16.7 20.2 20.5 16.2 22.9 22.9 29.3 27.4 27.4 22.8 151.3 152.2 LnGrp LOS B C C B C C C C C C F F
Approach Vol, veh/h 317 593 713 1170
Approach Delay, s/veh 19.2 21.7 27.8 146.4
Approach LOS B C C F
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 10.2 38.4 12.0 29.4 10.1 38.5 8.8 32.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 9.0 27.4 9.0 23.4 9.0 27.4 9.0 23.4 Max Q Clear Time (g_c+I1), s 5.4 6.2 7.5 25.4 5.1 11.0 3.8 13.7 Green Ext Time (p_c), s 0.1 1.7 0.0 0.0 0.1 3.6 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 75.2
HCM 6th LOS E
ATTACHMENT 10 -684
HCM 6th Signalized Intersection Summary
35: Alameda Ave & Glenoaks Blvd 10/27/2021
Existing (2019) AM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 30 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 187 114 119 91 403 15 213 533 14 53 966 321 Future Volume (veh/h) 187 114 119 91 403 15 213 533 14 53 966 321 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 0.99 0.99 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 195 119 124 95 420 16 222 555 15 55 1006 334 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 222 611 513 119 482 18 270 2036 624 401 1299 431 Arrive On Green 0.12 0.33 0.33 0.07 0.27 0.27 0.10 0.40 0.40 0.04 0.34 0.34 Sat Flow, veh/h 1781 1870 1570 1781 1789 68 1781 5106 1565 1781 3781 1254 Grp Volume(v), veh/h 195 119 124 95 0 436 222 555 15 55 906 434 Grp Sat Flow(s),veh/h/ln 1781 1870 1570 1781 0 1857 1781 1702 1565 1781 1702 1632 Q Serve(g_s), s 13.7 5.8 7.3 6.7 0.0 28.5 9.9 9.3 0.7 2.5 30.2 30.2 Cycle Q Clear(g_c), s 13.7 5.8 7.3 6.7 0.0 28.5 9.9 9.3 0.7 2.5 30.2 30.2 Prop In Lane 1.00 1.00 1.00 0.04 1.00 1.00 1.00 0.77
Lane Grp Cap(c), veh/h 222 611 513 119 0 500 270 2036 624 401 1169 560 V/C Ratio(X) 0.88 0.19 0.24 0.80 0.00 0.87 0.82 0.27 0.02 0.14 0.77 0.78 Avail Cap(c_a), veh/h 351 663 557 420 0 731 661 2413 740 750 1341 643 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.6 30.7 31.2 58.4 0.0 44.3 28.4 25.8 23.2 24.9 37.3 37.3 Incr Delay (d2), s/veh 9.2 0.2 0.3 8.6 0.0 9.3 2.4 0.1 0.0 0.1 2.8 5.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.7 2.7 2.9 3.3 0.0 14.3 4.3 3.8 0.3 1.1 13.0 12.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 63.8 30.9 31.6 66.9 0.0 53.6 30.8 25.9 23.2 24.9 40.1 43.1 LnGrp LOS E C C E A D C C C C D D
Approach Vol, veh/h 438 531 792 1395
Approach Delay, s/veh 45.7 56.0 27.2 40.4
Approach LOS D E C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.1 47.5 16.8 49.6 20.4 40.2 9.7 56.6 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 29.9 45.0 40.0 50.0 25.0 50.0 30.0 60.0 Max Q Clear Time (g_c+I1), s 8.7 9.3 11.9 32.2 15.7 30.5 4.5 11.3 Green Ext Time (p_c), s 0.2 1.7 0.3 11.3 0.2 3.7 0.1 6.4 Intersection Summary
HCM 6th Ctrl Delay 40.5
HCM 6th LOS D
ATTACHMENT 10 -685
HCM 6th Signalized Intersection Summary
1: Winona Ave & Hollywood Way 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 20 4 24 98 3 238 29 1639 58 59 1161 7 Future Volume (veh/h) 20 4 24 98 3 238 29 1639 58 59 1161 7 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
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 4 26 107 3 259 32 1782 63 64 1262 8 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 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 90 360 305 314 342 305 355 2209 78 206 3364 21 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 0.04 0.63 0.63 0.05 0.64 0.64 Sat Flow, veh/h 1117 1870 1583 1378 1777 1583 1781 3501 123 1781 5235 33 Grp Volume(v), veh/h 22 4 26 107 3 259 32 900 945 64 821 449 Grp Sat Flow(s),veh/h/ln 1117 1870 1583 1378 1777 1583 1781 1777 1848 1781 1702 1864 Q Serve(g_s), s 2.7 0.2 1.9 9.5 0.2 22.1 0.8 53.0 54.1 1.7 15.9 15.9 Cycle Q Clear(g_c), s 24.8 0.2 1.9 9.8 0.2 22.1 0.8 53.0 54.1 1.7 15.9 15.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.07 1.00 0.02
Lane Grp Cap(c), veh/h 90 360 305 314 342 305 355 1121 1166 206 2187 1198 V/C Ratio(X) 0.24 0.01 0.09 0.34 0.01 0.85 0.09 0.80 0.81 0.31 0.38 0.38 Avail Cap(c_a), veh/h 222 581 492 477 552 492 460 1121 1166 291 2187 1198 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 66.6 45.7 46.4 49.7 45.7 54.6 8.5 19.3 19.5 21.3 11.8 11.8 Incr Delay (d2), s/veh 1.4 0.0 0.1 0.6 0.0 7.8 0.1 6.1 6.2 0.6 0.5 0.9 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 0.1 0.8 3.4 0.1 9.5 0.3 22.8 24.2 1.1 6.1 6.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.0 45.8 46.5 50.3 45.7 62.4 8.6 25.4 25.7 22.0 12.3 12.7 LnGrp LOS E D D D D E A C C C B B
Approach Vol, veh/h 52 369 1877 1334
Approach Delay, s/veh 55.5 58.7 25.3 12.9
Approach LOS E E C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 10.6 96.5 32.9 12.2 94.8 32.9
Change Period (Y+Rc), s 4.9 6.5 6.0 4.9 6.5 6.0
Max Green Setting (Gmax), s 14.0 65.1 43.5 14.0 65.1 43.5 Max Q Clear Time (g_c+I1), s 2.8 17.9 24.1 3.7 56.1 26.8 Green Ext Time (p_c), s 0.0 11.9 1.9 0.1 7.3 0.1
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
ATTACHMENT 10 -686
HCM 6th Signalized Intersection Summary
2: Thornton Ave & Hollywood Way 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 222 28 122 162 112 148 134 1317 122 48 1085 117 Future Volume (veh/h) 222 28 122 162 112 148 134 1317 122 48 1085 117 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.97 0.97 0.98 0.97 1.00 0.99 1.00 0.99 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 239 30 131 174 120 159 144 1416 131 52 1167 126 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 484 249 204 365 270 234 306 2304 1172 190 1952 865 Arrive On Green 0.08 0.13 0.13 0.10 0.15 0.15 0.06 0.65 0.65 0.55 0.55 0.55 Sat Flow, veh/h 3456 1870 1535 1781 1777 1541 1781 3554 1572 334 3554 1576 Grp Volume(v), veh/h 239 30 131 174 120 159 144 1416 131 52 1167 126 Grp Sat Flow(s),veh/h/ln 1728 1870 1535 1781 1777 1541 1781 1777 1572 334 1777 1576 Q Serve(g_s), s 8.2 2.0 11.3 11.7 8.6 13.7 4.6 32.6 3.2 15.1 30.9 5.5 Cycle Q Clear(g_c), s 8.2 2.0 11.3 11.7 8.6 13.7 4.6 32.6 3.2 33.8 30.9 5.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 484 249 204 365 270 234 306 2304 1172 190 1952 865 V/C Ratio(X) 0.49 0.12 0.64 0.48 0.44 0.68 0.47 0.61 0.11 0.27 0.60 0.15 Avail Cap(c_a), veh/h 796 553 454 365 399 346 434 2304 1172 190 1952 865 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 47.3 53.5 57.5 46.0 54.0 56.1 16.4 14.4 5.0 28.3 21.2 15.5 Incr Delay (d2), s/veh 0.8 0.2 3.3 0.4 1.1 3.4 0.8 1.2 0.2 3.5 1.4 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 3.6 1.0 4.6 5.2 4.0 5.6 1.9 13.1 1.1 1.4 13.1 2.1 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.1 53.7 60.8 46.4 55.1 59.6 17.2 15.6 5.2 31.8 22.5 15.8 LnGrp LOS D D E D E E B B A C C B
Approach Vol, veh/h 400 453 1691 1345
Approach Delay, s/veh 52.7 53.3 15.0 22.3
Approach LOS D D B C
Timer - Assigned Phs 1 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.9 83.4 15.5 27.3 97.3 18.1 24.6 Change Period (Y+Rc), s 4.9 6.5 4.6 6.0 6.5 4.6 6.0
Max Green Setting (Gmax), s 19.0 44.1 23.5 31.4 68.0 13.5 41.4 Max Q Clear Time (g_c+I1), s 6.6 35.8 10.2 15.7 34.6 13.7 13.3 Green Ext Time (p_c), s 0.2 5.5 0.6 1.5 15.0 0.0 0.6
Intersection Summary
HCM 6th Ctrl Delay 25.8
HCM 6th LOS C
ATTACHMENT 10 -687
HCM 6th Signalized Intersection Summary
3: Victory Blvd & Hollywood Way 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 230 806 93 102 935 151 161 935 92 191 809 315 Future Volume (veh/h) 230 806 93 102 935 151 161 935 92 191 809 315 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.98 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 235 822 95 104 954 154 164 954 94 195 826 321 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 287 1431 756 287 1293 715 241 1064 556 235 1110 638 Arrive On Green 0.09 0.40 0.40 0.06 0.36 0.36 0.08 0.30 0.30 0.09 0.31 0.31 Sat Flow, veh/h 1781 3554 1572 1781 3554 1571 1781 3554 1560 1781 3554 1561 Grp Volume(v), veh/h 235 822 95 104 954 154 164 954 94 195 826 321 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1571 1781 1777 1560 1781 1777 1561 Q Serve(g_s), s 11.2 25.2 4.7 5.0 32.7 8.3 8.8 36.0 5.8 10.5 29.2 21.5 Cycle Q Clear(g_c), s 11.2 25.2 4.7 5.0 32.7 8.3 8.8 36.0 5.8 10.5 29.2 21.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 287 1431 756 287 1293 715 241 1064 556 235 1110 638 V/C Ratio(X) 0.82 0.57 0.13 0.36 0.74 0.22 0.68 0.90 0.17 0.83 0.74 0.50 Avail Cap(c_a), veh/h 309 1431 756 378 1293 715 255 1152 595 316 1330 734 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.8 32.5 20.1 26.7 38.7 23.1 33.9 47.0 30.9 35.2 43.1 31.0 Incr Delay (d2), s/veh 13.7 1.7 0.3 0.3 3.8 0.7 5.3 9.0 0.1 9.8 1.9 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 5.8 11.2 1.8 2.2 14.9 3.3 4.2 17.2 2.2 5.2 13.1 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 43.5 34.2 20.5 27.0 42.5 23.8 39.2 55.9 31.1 45.0 45.0 31.6 LnGrp LOS D C C C D C D E C D D C
Approach Vol, veh/h 1152 1212 1212 1342
Approach Delay, s/veh 35.0 38.8 51.7 41.8
Approach LOS C D D D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 12.5 62.4 15.5 49.7 17.9 56.9 17.2 47.9 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 39.4 12.0 52.4 15.0 39.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 7.0 27.2 10.8 31.2 13.2 34.7 12.5 38.0 Green Ext Time (p_c), s 0.1 4.8 0.0 7.3 0.1 2.8 0.1 3.9 Intersection Summary
HCM 6th Ctrl Delay 41.9
HCM 6th LOS D
ATTACHMENT 10 -688
HCM 6th Signalized Intersection Summary
4: Burbank Blvd & Hollywood Way 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 4 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 180 694 27 151 767 106 107 1005 104 127 718 137 Future Volume (veh/h) 180 694 27 151 767 106 107 1005 104 127 718 137 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.99 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 184 708 28 154 783 108 109 1026 106 130 733 140 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 308 1274 50 338 1298 574 237 1113 115 181 1034 197 Arrive On Green 0.08 0.37 0.37 0.08 0.37 0.37 0.06 0.34 0.34 0.06 0.35 0.35 Sat Flow, veh/h 1781 3483 138 1781 3554 1573 1781 3247 335 1781 2970 567 Grp Volume(v), veh/h 184 361 375 154 783 108 109 561 571 130 438 435 Grp Sat Flow(s),veh/h/ln 1781 1777 1844 1781 1777 1573 1781 1777 1805 1781 1777 1761 Q Serve(g_s), s 9.0 22.6 22.7 7.4 25.1 6.6 5.5 42.5 42.5 6.6 29.9 29.9 Cycle Q Clear(g_c), s 9.0 22.6 22.7 7.4 25.1 6.6 5.5 42.5 42.5 6.6 29.9 29.9 Prop In Lane 1.00 0.07 1.00 1.00 1.00 0.19 1.00 0.32
Lane Grp Cap(c), veh/h 308 650 674 338 1298 574 237 609 619 181 619 613 V/C Ratio(X) 0.60 0.56 0.56 0.46 0.60 0.19 0.46 0.92 0.92 0.72 0.71 0.71 Avail Cap(c_a), veh/h 358 650 674 389 1298 574 379 640 650 313 640 634 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.3 35.3 35.4 26.0 36.2 30.3 30.6 44.2 44.2 34.6 39.5 39.5 Incr Delay (d2), s/veh 0.9 3.4 3.3 0.4 2.1 0.7 0.5 18.4 18.3 2.0 3.5 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.9 10.5 10.9 3.2 11.3 2.6 2.4 21.7 22.1 2.9 13.7 13.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.2 38.7 38.6 26.4 38.3 31.0 31.1 62.5 62.5 36.6 43.0 43.0 LnGrp LOS C D D C D C C E E D D D
Approach Vol, veh/h 920 1045 1241 1003
Approach Delay, s/veh 36.6 35.8 59.7 42.2
Approach LOS D D E D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 15.6 57.2 12.5 54.7 15.7 57.1 13.2 54.0 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 15.0 34.4 19.0 50.4 15.0 34.4 19.0 50.4 Max Q Clear Time (g_c+I1), s 9.4 24.7 7.5 31.9 11.0 27.1 8.6 44.5 Green Ext Time (p_c), s 0.1 3.2 0.1 5.6 0.1 3.3 0.1 3.5 Intersection Summary
HCM 6th Ctrl Delay 44.5
HCM 6th LOS D
ATTACHMENT 10 -689
HCM 6th Signalized Intersection Summary
5: Magnolia Blvd & Hollywood Way 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 5 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 177 588 95 111 692 185 157 964 123 184 619 269 Future Volume (veh/h) 177 588 95 111 692 185 157 964 123 184 619 269 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.94 0.99 0.93 1.00 0.98 1.00 0.98 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 181 600 97 113 706 189 160 984 126 188 632 274 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 244 948 396 252 854 354 371 1586 694 299 1617 707 Arrive On Green 0.09 0.27 0.27 0.06 0.24 0.24 0.06 0.45 0.45 0.07 0.45 0.45 Sat Flow, veh/h 1781 3554 1483 1781 3554 1472 1781 3554 1554 1781 3554 1555 Grp Volume(v), veh/h 181 600 97 113 706 189 160 984 126 188 632 274 Grp Sat Flow(s),veh/h/ln 1781 1777 1483 1781 1777 1472 1781 1777 1554 1781 1777 1555 Q Serve(g_s), s 10.5 20.9 7.2 6.6 26.4 15.7 6.8 29.7 6.8 8.0 16.5 16.3 Cycle Q Clear(g_c), s 10.5 20.9 7.2 6.6 26.4 15.7 6.8 29.7 6.8 8.0 16.5 16.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 244 948 396 252 854 354 371 1586 694 299 1617 707 V/C Ratio(X) 0.74 0.63 0.25 0.45 0.83 0.53 0.43 0.62 0.18 0.63 0.39 0.39 Avail Cap(c_a), veh/h 325 1152 481 381 1152 477 462 1586 694 374 1617 707 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 37.8 45.3 40.3 37.5 50.4 46.4 19.6 29.7 23.4 23.2 25.3 25.2 Incr Delay (d2), s/veh 3.8 0.8 0.3 0.5 3.8 1.3 0.3 1.8 0.6 0.9 0.7 1.6 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 4.8 9.4 2.7 2.9 12.2 5.9 2.9 13.1 2.7 3.4 7.2 6.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 41.6 46.1 40.6 37.9 54.2 47.6 19.9 31.5 23.9 24.0 26.0 26.9 LnGrp LOS D D D D D D B C C C C C
Approach Vol, veh/h 878 1008 1270 1094
Approach Delay, s/veh 44.5 51.1 29.3 25.9
Approach LOS D D C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 13.5 69.7 17.2 39.6 14.7 68.5 13.5 43.4 Change Period (Y+Rc), s 4.6 6.0 4.6 6.0 4.6 6.0 4.6 6.0 Max Green Setting (Gmax), s 16.0 38.4 19.0 45.4 16.0 38.4 19.0 45.4 Max Q Clear Time (g_c+I1), s 8.8 18.5 12.5 28.4 10.0 31.7 8.6 22.9 Green Ext Time (p_c), s 0.1 5.3 0.1 5.3 0.1 3.8 0.1 4.6 Intersection Summary
HCM 6th Ctrl Delay 36.7
HCM 6th LOS D
ATTACHMENT 10 -690
HCM 6th Signalized Intersection Summary
6: Hollywood Way & Verdugo Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 222 517 35 101 460 56 94 989 102 78 526 121 Future Volume (veh/h) 222 517 35 101 460 56 94 989 102 78 526 121 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.96 1.00 0.96 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 239 556 38 109 495 60 101 1063 110 84 566 130 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 258 623 522 194 541 453 357 1441 618 210 1437 617 Arrive On Green 0.10 0.33 0.33 0.06 0.29 0.29 0.05 0.41 0.41 0.05 0.40 0.40 Sat Flow, veh/h 1781 1870 1568 1781 1870 1565 1781 3554 1524 1781 3554 1524 Grp Volume(v), veh/h 239 556 38 109 495 60 101 1063 110 84 566 130 Grp Sat Flow(s),veh/h/ln 1781 1870 1568 1781 1870 1565 1781 1777 1524 1781 1777 1524 Q Serve(g_s), s 12.9 39.5 2.3 6.0 35.8 4.0 4.6 35.5 6.5 3.8 15.8 7.8 Cycle Q Clear(g_c), s 12.9 39.5 2.3 6.0 35.8 4.0 4.6 35.5 6.5 3.8 15.8 7.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 258 623 522 194 541 453 357 1441 618 210 1437 617 V/C Ratio(X) 0.93 0.89 0.07 0.56 0.91 0.13 0.28 0.74 0.18 0.40 0.39 0.21 Avail Cap(c_a), veh/h 258 668 560 271 668 559 511 1441 618 366 1437 617 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 44.3 31.9 36.5 48.1 36.8 23.2 35.3 26.7 27.4 29.5 27.1 Incr Delay (d2), s/veh 36.0 13.8 0.1 1.0 15.2 0.1 0.2 3.4 0.6 0.5 0.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.2 20.6 0.9 2.7 18.9 1.6 2.0 16.0 2.5 1.6 7.0 3.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.0 58.1 32.0 37.5 63.3 36.9 23.4 38.7 27.3 27.9 30.3 27.9 LnGrp LOS E E C D E D C D C C C C
Approach Vol, veh/h 833 664 1274 780
Approach Delay, s/veh 60.6 56.6 36.5 29.7
Approach LOS E E D C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.9 62.6 19.0 46.5 11.7 62.8 12.9 52.6 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 19.0 35.0 14.0 50.0 19.0 35.0 14.0 50.0 Max Q Clear Time (g_c+I1), s 6.6 17.8 14.9 37.8 5.8 37.5 8.0 41.5 Green Ext Time (p_c), s 0.1 4.0 0.0 2.7 0.0 0.0 0.0 2.4 Intersection Summary
HCM 6th Ctrl Delay 44.4
HCM 6th LOS D
ATTACHMENT 10 -691
HCM 6th Signalized Intersection Summary
7: Riverside Dr & Alameda Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 2 551 349 12 936 21 763 8 26 36 16 31 Future Volume (veh/h) 2 551 349 12 936 21 763 8 26 36 16 31 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 0.99 0.97 1.00 0.97 1.00 1.00 1.00 0.91 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 2 574 364 12 975 22 826 0 0 38 17 32 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 361 1907 1245 326 1905 43 942 495 0 47 21 40 Arrive On Green 0.54 0.54 0.54 1.00 1.00 1.00 0.26 0.00 0.00 0.07 0.07 0.07 Sat Flow, veh/h 561 3554 1539 594 3550 80 3563 1870 0 724 324 610 Grp Volume(v), veh/h 2 574 364 12 488 509 826 0 0 87 0 0 Grp Sat Flow(s),veh/h/ln 561 1777 1539 594 1777 1853 1781 1870 0 1657 0 0 Q Serve(g_s), s 0.2 10.7 7.4 0.4 0.0 0.0 26.6 0.0 0.0 6.2 0.0 0.0 Cycle Q Clear(g_c), s 0.2 10.7 7.4 11.1 0.0 0.0 26.6 0.0 0.0 6.2 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.00 0.44 0.37
Lane Grp Cap(c), veh/h 361 1907 1245 326 954 995 942 495 0 109 0 0 V/C Ratio(X) 0.01 0.30 0.29 0.04 0.51 0.51 0.88 0.00 0.00 0.80 0.00 0.00 Avail Cap(c_a), veh/h 361 1907 1245 326 954 995 1366 717 0 166 0 0 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 0.56 0.56 0.56 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 12.9 15.4 3.1 0.9 0.0 0.0 42.3 0.0 0.0 55.3 0.0 0.0 Incr Delay (d2), s/veh 0.0 0.4 0.6 0.1 1.1 1.1 4.8 0.0 0.0 14.7 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/ln 0.0 4.4 6.2 0.0 0.3 0.3 12.3 0.0 0.0 3.0 0.0 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 13.0 15.8 3.7 1.0 1.1 1.1 47.0 0.0 0.0 70.0 0.0 0.0 LnGrp LOS B B A A A A D A A E A A
Approach Vol, veh/h 940 1009 826 87
Approach Delay, s/veh 11.1 1.1 47.0 70.0
Approach LOS B A D E
Timer - Assigned Phs 2 4 6 8
Phs Duration (G+Y+Rc), s 70.4 12.9 70.4 36.7
Change Period (Y+Rc), s 6.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 46.0 12.0 46.0 46.0
Max Q Clear Time (g_c+I1), s 12.7 8.2 13.1 28.6
Green Ext Time (p_c), s 6.0 0.1 7.9 3.1
Intersection Summary
HCM 6th Ctrl Delay 19.7
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement.

User approved changes to right turn type.

ATTACHMENT 10 -692
HCM 6th Signalized Intersection Summary
8: Pass Ave & Alameda Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 8 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 139 474 12 39 661 145 113 352 34 236 381 188 Future Volume (veh/h) 139 474 12 39 661 145 113 352 34 236 381 188 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 0.99 0.97 0.99 0.97 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 145 494 12 41 689 151 118 367 35 246 397 196 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 199 952 23 307 697 153 431 1301 123 551 992 482 Arrive On Green 0.15 0.54 0.54 0.05 0.24 0.24 0.07 0.40 0.40 0.10 0.43 0.43 Sat Flow, veh/h 1781 3544 86 1781 2884 632 1781 3269 310 1781 2291 1114 Grp Volume(v), veh/h 145 247 259 41 424 416 118 198 204 246 306 287 Grp Sat Flow(s),veh/h/ln 1781 1777 1853 1781 1777 1739 1781 1777 1802 1781 1777 1629 Q Serve(g_s), s 7.3 10.7 10.7 2.0 28.5 28.6 4.6 9.1 9.2 9.5 14.2 14.5 Cycle Q Clear(g_c), s 7.3 10.7 10.7 2.0 28.5 28.6 4.6 9.1 9.2 9.5 14.2 14.5 Prop In Lane 1.00 0.05 1.00 0.36 1.00 0.17 1.00 0.68
Lane Grp Cap(c), veh/h 199 478 498 307 429 420 431 707 717 551 769 705 V/C Ratio(X) 0.73 0.52 0.52 0.13 0.99 0.99 0.27 0.28 0.28 0.45 0.40 0.41 Avail Cap(c_a), veh/h 211 478 498 367 429 420 523 707 717 729 769 705 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.9 22.8 22.8 31.1 45.3 45.3 19.0 24.5 24.5 17.4 23.3 23.4 Incr Delay (d2), s/veh 9.2 0.9 0.9 0.1 40.2 41.0 0.1 1.0 1.0 0.6 1.5 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/ln 3.3 3.8 4.0 0.9 17.3 17.0 1.9 4.0 4.1 3.9 6.3 5.9 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 40.1 23.7 23.7 31.2 85.5 86.3 19.1 25.5 25.5 18.0 24.9 25.2 LnGrp LOS D C C C F F B C C B C C
Approach Vol, veh/h 651 881 520 839
Approach Delay, s/veh 27.4 83.4 24.0 23.0
Approach LOS C F C C
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 11.0 38.2 12.8 57.9 14.2 35.0 17.0 53.8 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 10.0 29.0 14.0 45.0 10.0 29.0 24.0 35.0 Max Q Clear Time (g_c+I1), s 4.0 12.7 6.6 16.5 9.3 30.6 11.5 11.2 Green Ext Time (p_c), s 0.0 2.7 0.1 4.1 0.0 0.0 0.6 2.4 Intersection Summary
HCM 6th Ctrl Delay 42.5
HCM 6th LOS D
ATTACHMENT 10 -693
HCM Signalized Intersection Capacity Analysis
9: Olive Ave & Pass Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 1 ends

Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 491 1363 1419 105 29 410
Future Volume (vph) 491 1363 1419 105 29 410
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.0 6.0 6.0 5.0 5.0
Lane Util. Factor 1.00 0.91 0.91 1.00 0.88
Frpb, ped/bikes 1.00 1.00 0.99 1.00 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.99 1.00 0.85
Flt Protected 0.95 1.00 1.00 0.95 1.00
Satd. Flow (prot) 1770 5085 5006 1770 2787
Flt Permitted 0.07 1.00 1.00 0.95 1.00
Satd. Flow (perm) 134 5085 5006 1770 2787
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94
Adj. Flow (vph) 522 1450 1510 112 31 436
RTOR Reduction (vph) 0 0 6 0 0 310
Lane Group Flow (vph) 522 1450 1616 0 31 126
Confl. Peds. (#/hr) 43 43
Turn Type pm+pt NA NA Prot pt+ov
Protected Phases 3 5 2 6 4 4 3
Permitted Phases 2 3
Actuated Green, G (s) 94.0 94.0 50.4 10.0 34.8
Effective Green, g (s) 94.0 94.0 50.4 10.0 34.8
Actuated g/C Ratio 0.78 0.78 0.42 0.08 0.29
Clearance Time (s) 6.0 6.0 5.0
Vehicle Extension (s) 3.0 3.0 2.0
Lane Grp Cap (vph) 631 4237 2102 147 808
v/s Ratio Prot c0.27 0.21 0.32 c0.02 0.05
v/s Ratio Perm c0.38 0.07
v/c Ratio 0.83 0.34 0.77 0.21 0.16
Uniform Delay, d1 31.1 3.8 29.8 51.3 31.7
Progression Factor 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 8.3 0.0 2.8 0.3 0.0
Delay (s) 39.4 3.9 32.6 51.6 31.7
Level of Service D A C D C
Approach Delay (s) 13.3 32.6 33.0
Approach LOS B C C
Intersection Summary
HCM 2000 Control Delay 23.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.79
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 21.0 Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
ATTACHMENT 10 -694
HCM 6th Signalized Intersection Summary
10: Alameda Ave & Hollywood Way 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 200 818 70 31 907 383 283 637 277 111 389 262 Future Volume (veh/h) 200 818 70 31 907 383 283 637 277 111 389 262 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.97 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 220 899 77 34 997 421 311 700 304 122 427 288 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 223 1486 127 111 1222 373 297 1316 575 255 986 428 Arrive On Green 0.13 0.31 0.31 0.06 0.24 0.24 0.33 0.74 0.74 0.07 0.28 0.28 Sat Flow, veh/h 1781 4786 409 1781 5106 1559 1781 3554 1553 3456 3554 1542 Grp Volume(v), veh/h 220 639 337 34 997 421 311 700 304 122 427 288 Grp Sat Flow(s),veh/h/ln 1781 1702 1791 1781 1702 1559 1781 1777 1553 1728 1777 1542 Q Serve(g_s), s 14.8 19.1 19.2 2.2 22.1 22.5 20.0 10.1 10.0 4.1 11.8 13.7 Cycle Q Clear(g_c), s 14.8 19.1 19.2 2.2 22.1 22.5 20.0 10.1 10.0 4.1 11.8 13.7 Prop In Lane 1.00 0.23 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 223 1057 556 111 1222 373 297 1316 575 255 986 428 V/C Ratio(X) 0.99 0.60 0.61 0.31 0.82 1.13 1.05 0.53 0.53 0.48 0.43 0.67 Avail Cap(c_a), veh/h 223 1057 556 238 1277 390 297 1316 575 288 986 428 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.79 0.79 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.4 35.1 35.2 53.8 43.1 28.0 40.0 11.1 11.1 53.4 35.6 18.3 Incr Delay (d2), s/veh 56.7 1.0 1.9 2.2 4.3 86.2 59.4 1.2 2.7 0.5 1.4 8.2 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 10.1 8.0 8.7 1.1 9.8 17.2 12.2 3.1 2.9 1.8 5.3 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 109.1 36.1 37.0 56.0 47.5 114.1 99.4 12.3 13.8 53.9 37.0 26.5 LnGrp LOS F D D E D F F B B D D C
Approach Vol, veh/h 1196 1452 1315 837
Approach Delay, s/veh 49.8 67.0 33.3 35.8
Approach LOS D E C D
Timer - Assigned Phs 1 2 3 4 5 6 7 8
Phs Duration (G+Y+Rc), s 25.0 39.3 21.0 34.7 13.8 50.4 12.5 43.3 Change Period (Y+Rc), s 5.0 6.0 6.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 20.0 32.0 15.0 30.0 10.0 42.0 16.0 30.0 Max Q Clear Time (g_c+I1), s 22.0 15.7 16.8 24.5 6.1 12.1 4.2 21.2 Green Ext Time (p_c), s 0.0 3.6 0.0 4.2 0.1 6.8 0.1 4.1 Intersection Summary
HCM 6th Ctrl Delay 48.0
HCM 6th LOS D
ATTACHMENT 10 -695
HCM 6th Signalized Intersection Summary
11: Hollywood Way & Riverside Dr 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 113 260 28 6 442 437 87 656 21 82 225 182 Future Volume (veh/h) 113 260 28 6 442 437 87 656 21 82 225 182 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 0.99 0.98 0.99 0.99 1.00 0.99 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 123 283 30 7 480 475 95 713 23 89 245 198 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 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 222 1259 132 436 579 505 385 1214 39 345 1601 707 Arrive On Green 0.08 0.39 0.39 0.02 0.33 0.33 0.69 0.69 0.69 0.11 0.75 0.75 Sat Flow, veh/h 1781 3238 340 1781 1777 1549 940 3512 113 1781 3554 1570 Grp Volume(v), veh/h 123 154 159 7 480 475 95 361 375 89 245 198 Grp Sat Flow(s),veh/h/ln 1781 1777 1801 1781 1777 1549 940 1777 1848 1781 1777 1570 Q Serve(g_s), s 5.1 7.0 7.1 0.3 29.9 35.8 4.7 12.7 12.7 3.6 2.3 4.7 Cycle Q Clear(g_c), s 5.1 7.0 7.1 0.3 29.9 35.8 4.7 12.7 12.7 3.6 2.3 4.7 Prop In Lane 1.00 0.19 1.00 1.00 1.00 0.06 1.00 1.00
Lane Grp Cap(c), veh/h 222 691 700 436 579 505 385 614 639 345 1601 707 V/C Ratio(X) 0.55 0.22 0.23 0.02 0.83 0.94 0.25 0.59 0.59 0.26 0.15 0.28 Avail Cap(c_a), veh/h 225 691 700 566 592 516 385 614 639 381 1601 707 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.73 0.73 0.73 0.76 0.76 0.76 Uniform Delay (d), s/veh 28.2 24.5 24.6 25.8 37.4 39.3 12.9 14.1 14.1 20.9 8.5 8.8 Incr Delay (d2), s/veh 2.4 0.2 0.2 0.0 9.4 25.4 1.1 3.0 2.9 0.2 0.2 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 3.0 3.1 0.1 14.4 17.0 1.0 4.1 4.2 1.5 0.9 1.6 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.5 24.7 24.7 25.9 46.8 64.8 14.0 17.1 17.0 21.1 8.6 9.5 LnGrp LOS C C C C D E B B B C A A
Approach Vol, veh/h 436 962 831 532
Approach Delay, s/veh 26.4 55.5 16.7 11.0
Approach LOS C E B B
Timer - Assigned Phs 1 2 3 4 5 6 8
Phs Duration (G+Y+Rc), s 14.8 45.1 12.6 47.5 7.3 52.7 60.1 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 10.0 40.0 10.0 38.0 11.0 39.0 53.0 Max Q Clear Time (g_c+I1), s 7.1 37.8 5.6 14.7 2.3 9.1 6.7 Green Ext Time (p_c), s 0.1 1.3 0.0 5.4 0.0 1.9 2.4
Intersection Summary
HCM 6th Ctrl Delay 30.6
HCM 6th LOS C
ATTACHMENT 10 -696
HCM 6th Signalized Intersection Summary
12: Hollywood Way & Olive Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline 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) 407 933 26 7 1048 57 43 198 27 28 18 220 Future Volume (veh/h) 407 933 26 7 1048 57 43 198 27 28 18 220 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 0.99 0.99 0.99 0.99 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 433 993 28 7 1115 61 46 211 29 30 19 234 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 490 3580 101 423 3007 164 97 376 52 141 280 718 Arrive On Green 0.11 0.70 0.70 0.02 0.61 0.61 0.15 0.15 0.15 0.15 0.15 0.15 Sat Flow, veh/h 1781 5104 144 1781 4951 271 387 2510 345 1132 1870 2751 Grp Volume(v), veh/h 433 662 359 7 766 410 149 0 137 30 19 234 Grp Sat Flow(s),veh/h/ln 1781 1702 1843 1781 1702 1817 1608 0 1634 1132 1870 1375 Q Serve(g_s), s 10.3 8.7 8.7 0.2 13.7 13.7 6.7 0.0 9.4 3.0 1.0 8.3 Cycle Q Clear(g_c), s 10.3 8.7 8.7 0.2 13.7 13.7 10.1 0.0 9.4 12.4 1.0 8.3 Prop In Lane 1.00 0.08 1.00 0.15 0.31 0.21 1.00 1.00
Lane Grp Cap(c), veh/h 490 2388 1293 423 2067 1104 280 0 244 141 280 718 V/C Ratio(X) 0.88 0.28 0.28 0.02 0.37 0.37 0.53 0.00 0.56 0.21 0.07 0.33 Avail Cap(c_a), veh/h 592 2388 1293 692 2067 1104 551 0 531 340 608 1200 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 12.9 6.6 6.6 8.6 11.9 11.9 47.5 0.0 47.4 53.1 43.8 36.0 Incr Delay (d2), s/veh 12.9 0.3 0.5 0.0 0.5 1.0 1.6 0.0 2.0 0.7 0.1 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 8.9 3.0 3.3 0.1 5.2 5.7 4.3 0.0 4.0 0.9 0.5 2.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.8 6.9 7.2 8.6 12.5 12.9 49.0 0.0 49.4 53.9 43.9 36.2 LnGrp LOS C A A A B B D A D D D D
Approach Vol, veh/h 1454 1183 286 283
Approach Delay, s/veh 12.6 12.6 49.2 38.6
Approach LOS B B D D
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 18.2 78.9 23.0 6.9 90.2 23.0
Change Period (Y+Rc), s 5.0 6.0 5.0 5.0 6.0 5.0
Max Green Setting (Gmax), s 20.0 45.0 39.0 20.0 45.0 39.0 Max Q Clear Time (g_c+I1), s 12.3 15.7 14.4 2.2 10.7 12.1 Green Ext Time (p_c), s 0.9 9.5 1.1 0.0 8.2 1.8
Intersection Summary
HCM 6th Ctrl Delay 18.2
HCM 6th LOS B
ATTACHMENT 10 -697
HCM 6th Signalized Intersection Summary
13: Riverside Dr & Olive Ave 10/27/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 12 ends

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 47 856 127 24 772 188 309 633 68 72 268 16 Future Volume (veh/h) 47 856 127 24 772 188 309 633 68 72 268 16 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 0.99 0.98 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 52 941 140 26 848 207 340 696 75 79 295 0 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2
Cap, veh/h 238 1092 478 193 1005 439 539 1592 171 306 1752 Arrive On Green 0.08 0.31 0.31 0.06 0.28 0.28 0.49 0.49 0.49 0.49 0.49 0.00 Sat Flow, veh/h 1781 3554 1556 1781 3554 1553 1071 3227 347 696 3554 1585 Grp Volume(v), veh/h 52 941 140 26 848 207 340 383 388 79 295 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1556 1781 1777 1553 1071 1777 1798 696 1777 1585 Q Serve(g_s), s 2.3 29.9 8.2 1.2 27.0 13.2 30.9 16.7 16.7 9.9 5.5 0.0 Cycle Q Clear(g_c), s 2.3 29.9 8.2 1.2 27.0 13.2 36.4 16.7 16.7 26.7 5.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.19 1.00 1.00
Lane Grp Cap(c), veh/h 238 1092 478 193 1005 439 539 876 887 306 1752 V/C Ratio(X) 0.22 0.86 0.29 0.13 0.84 0.47 0.63 0.44 0.44 0.26 0.17 Avail Cap(c_a), veh/h 373 1185 519 372 1185 518 539 876 887 306 1752 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 28.3 39.2 31.6 29.7 40.5 35.6 26.9 19.6 19.7 28.3 16.8 0.0 Incr Delay (d2), s/veh 0.3 6.3 0.3 0.2 5.0 0.8 5.5 1.6 1.6 2.0 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 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 13.9 3.2 0.5 12.4 5.1 8.6 7.2 7.3 1.8 2.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 45.5 32.0 29.9 45.5 36.4 32.4 21.2 21.2 30.3 17.0 0.0 LnGrp LOS C D C C D D C C C C B
Approach Vol, veh/h 1133 1081 1111 374 A
Approach Delay, s/veh 43.1 43.4 24.6 19.8
Approach LOS D D C B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 12.0 42.9 65.2 14.9 39.9 65.2
Change Period (Y+Rc), s 5.0 6.0 6.0 5.0 6.0 6.0
Max Green Setting (Gmax), s 19.0 40.0 44.0 19.0 40.0 44.0 Max Q Clear Time (g_c+I1), s 3.2 31.9 28.7 4.3 29.0 38.4 Green Ext Time (p_c), s 0.0 4.2 2.2 0.1 5.0 3.0
Intersection Summary
HCM 6th Ctrl Delay 35.3
HCM 6th LOS D
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.

ATTACHMENT 10 -698
HCM Signalized Intersection Capacity Analysis
14: Alameda Ave & Ontario St & Olive Ave 10/29/2021
Existing (2019) PM Peak Burbank Housing Element Update 5:00 pm 01/06/2021 Baseline Synchro 11 Report

Page 1 ends
← All documents from this meeting