Agenda packet — Coronado City Council, April 9, 2024 (part 9 of 12)

City of Coronado Page 1404
10 0.0
11 0.0
12 0.0
13 0.0
14 0.0
15 0.0
16 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

0.0 None
None
None
None
None
None
None
None
None
None
None
None
None
None
0 0
0 0
0 0
0 None
None
None
None
None
None
None
0 0
0 0
0 0
0 No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No No 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Attachment 9
No
No
No
No
No
No
No
No
No
No
No
No
Vol/Occ period: 0
Phase Data Bank: 4
1 2
3 4
5 6
7 8
9 0.0

0.0 0.0

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

0.0 None None
Min
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
None
Ped
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Yes
Yes
Yes
Yes
Yes
Yes
No
No
No
No
No
No
No
No
No
No
Yes
Yes
No
No
Yes
Yes
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 NonActI

0.0 0.0

0.0 None
None
None
None
None
None
Min
None
None
None

0.0 NonActI Ped

0.0 0.0

0.0 0.0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
10 0.0
11 0.0
12 0.0
13 0.0
14 0.0
15 0.0
16 0.0
Vol/Occ period: 0

Page 4 of 28 ends

City of Coronado Page 1405
Vehicle Detector Values Attachment 9
Phase Data Bank: 1
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 11
12 19
21 22
23 24
25 33
34 35
37 38
1 2
2 2
2 2
3 4
4 5
6 6
6 6
6 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

0.0 0.0
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
255
255
255
255
255
255
255
255
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
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Phase Data Bank: 2
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 11
12 19
21 22
23 24
25 33
34 35
37 38
1 2
2 2
2 2
3 4
4 5
6 6
6 6
6 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

0.0 0.0
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
255
255
255
255
255
255
255
255
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
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Phase Data Bank: 3
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
1 2
2 2
2 2
-
-
-
-
-
-
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
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y

Page 5 of 28 ends

City of Coronado Page 1406
9 3
4 4
5 6
6 6
6 6
8 8
8 5
7 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

0.0 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
255
255
255
255
255
255
255
255
255
255
255
255
255
255
0 0
0 0
0 0
0 0
0 0
0 0
0 0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y Y Attachment 9
11 12
19 21
22 23
24 25
33 34
35 37
38 Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Phase Data Bank: 4
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 11
12 19
21 22
23 24
25 33
34 35
37 38
1 2
2 2
2 2
3 4
4 5
6 6
6 6
6 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

Page 6 of 28 ends

City of Coronado Page 1407
Ped Detector Values Attachment 9
Phase Data Bank: 1
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 2 4
6 8
2 4
6 8
-
-
-
-
1 1
1 1

0.0 0.0

0.0 0.0
0 0
0 0
255
255
255
255
0 0
0 0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Phase Data Bank: 2
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 2 4
6 8
2 4
6 8
-
-
-
-
1 1
1 1

0.0 0.0

0.0 0.0
0 0
0 0
255
255
255
255
0 0
0 0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Phase Data Bank: 3
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 2 4
6 8
2 4
6 8
-
-
-
-
1 1
1 1

0.0 0.0

0.0 0.0
0 0
0 0
255
255
255
255
0 0
0 0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Phase Data Bank: 4
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 2 4
6 8
2 4
6 8
-
-
-
-
1 1
1 1

0.0 0.0

0.0 0.0
0 0
0 0
255
255
255
255
0 0
0 0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Special Detector Values
Phase Data Bank:

Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode Unit Data
General Control Remote Flash
Test A = Flash
Phase Entry
Startup Time: 6 sec Input Output
Startup State:

Red Revert:

Auto Ped Clr:

Stop T Reset:

Alt Sequence:

Special Seq:

I/O Modes:

All Red

4.0 sec
No
No
Ring Respons Selection Exit Default Data
- No Flash 1
2 3
4 Ring 1
Ring 2
None
Ring 1
Ring 2
None
Default Data
0 - No Flash
None None 0-Standard
ABC Input(Entry) Modes: 0
ABC Output(O/STS) Modes: 0
D Input(Entry) Modes: 0
D Output(O/STS) Modes: 0

Page 7 of 28 ends

City of Coronado Page 1408
Not Assigned Overlaps Attachment 9

A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P
Standard Overlaps
Overlap Trail Green
(sec)
Yellow
(sec)
Red
(sec)
Tr. Grn Pt.
(sec)
Parent
Phases
Plus Green
Phases
Minus G/Y
Phases
Minus PED
Phases
FYA Overlaps
Overlap Delay
(sec)
Permissive
Phases
Protected
Phases
Minus PED
Phases
Permissive
Overlaps
Protected
Overlaps
Pedestrian Overlaps
Overlap Ped Walk 1
(sec)
Ped Clr 1
(sec)
Ped Walk 2
(sec)
Ped Clr 2
(sec)
Parent Phases
(sec)
Priority Overlaps
Overlap Transit Yellow
(sec)
Transit Red
(sec)
Ring Phase(s)
Next
Phase Ring Phase
1 2 3 4 5 6 7 8 9 10
10 11
11 12
12 13
13 14 15 16
1 2 16
5 6
3 7
8 4
7 8
1 2
5 1
2 6
3 4
7 3
4 8
9 14 15
1 2
3 4
5 6
1 1
1 1
2 2
2 3
4 1
6 7
5 6
Alternate Sequences Port 1 Data
BIU Port Basic
Det
Message
Ph. 40
Pair
1 Addr Status
Default Data
Alt. Seq. 1
Alt. Seq. 2
5/6
1/2

Page 8 of 28 ends

City of Coronado Page 1409
Attachment 9
Load Red Type Red Arg Yellow Type Yellow Arg Green Type Green Arg Switch
1 2
3 4
5 6
7 8
1 - Phase Vehicle 1
2 - Phase Vehicle 2
18 - Phase Pedestrian 2
3 - Phase Vehicle 3
4 - Phase Vehicle 4
20 - Phase Pedestrian 4
5 - Phase Vehicle 5
6 - Phase Vehicle 6
22 - Phase Pedestrian 6
7 - Phase Vehicle 7
8 - Phase Vehicle 8
24 - Phase Pedestrian 8
33 - Overlap A
34 - Overlap B
17 - Phase Pedestrian 1
35 - Overlap C
36 - Overlap D
19 - Phase Pedestrian 3
0 - None
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
None
1 - Phase Vehicle 1
2 - Phase Vehicle 2
18 - Phase Pedestrian 2
3 - Phase Vehicle 3
4 - Phase Vehicle 4
20 - Phase Pedestrian 4
5 - Phase Vehicle 5
6 - Phase Vehicle 6
22 - Phase Pedestrian 6
7 - Phase Vehicle 7
8 - Phase Vehicle 8
24 - Phase Pedestrian 8
33 - Overlap A
34 - Overlap B
17 - Phase Pedestrian 1
35 - Overlap C
36 - Overlap D
19 - Phase Pedestrian 3
0 - None
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
None
None
None
None
None
None
None
None
None
1 - Phase Vehicle 1
2 - Phase Vehicle 2
18 - Phase Pedestrian 2
3 - Phase Vehicle 3
4 - Phase Vehicle 4
20 - Phase Pedestrian 4
5 - Phase Vehicle 5
6 - Phase Vehicle 6
22 - Phase Pedestrian 6
7 - Phase Vehicle 7
8 - Phase Vehicle 8
24 - Phase Pedestrian 8
33 - Overlap A
34 - Overlap B
17 - Phase Pedestrian 1
35 - Overlap C
36 - Overlap D
19 - Phase Pedestrian 3
0 - None
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
None
None
None
None
None
None
None
None
None
None
None
None
None
None
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
None
None
None
None
None
None
None
None
None
None
None
None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
None
None
None
None
0 - None None 0 - None None 0 - None
P2P Sources
Unit Bank:

ID Peer IP Timeout PeerName
Peer Functions
Unit Bank:

ID Peer ID Source Functio Source Index Input Function Input Index Fail State Coordination Data Dial/Split Cycle
General Coordination Data 1/1
1/2
150
Operation Mode: 1=Auto Offset Mode: 0=Beg Grn 200
Force Mode: 0=Plan
Manual Dial: 1
Coordination Mode: 0=Permissive Manual Split: 2

Page 9 of 28 ends

City of Coronado Page 1410
Attachment 9
City of Coronado Page 1411
Attachment 9
City of Coronado Page 1412
Attachment 9
City of Coronado Page 1413
Attachment 9
Preempt Timers
Override Override Ret To
Coord
Override
priority Preempt Detector Extended Ped Clear Flash Next 1 2
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
No
No
Yes
No
Yes
No
No
No
No
No
No
No
Yes
Yes
No
No
No
No
No
No
No
No
No
No
Prmpt Det-1 0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
Prmpt Det-2
3 Prmpt Det-3
4 Prmpt Det-4
5 Prmpt Det-5
6 Prmpt Det-6
7 0
0 0
0 0
0 8
9 10
11 12
Preempt 1 Preempt 2 Preempt 3
Exit Exit
Preempt 4 Preempt 5 Preempt 6
Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit
Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls 2 6
Yes
Yes
No
No
2 6
Yes
Yes
No
No
Preempt 7 Preempt 8 Preempt 9 Preempt 10 Preempt 11
Exit Exit
Phase Phase Calls
Preempt 12
Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit
Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Priority Timers
No Lock Lock
Lock out out
Excl-co
Phase
Svc.

Transit Overlap Prio Non- Del Ext Free Free Min
rity Locking ay end Dial SplitGreen
Max PreGreen Green Recall Signal Type Blankout
out A B
1 2
3 4
5 6
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
4 4
4 4
4 4
4 4
4 4
4 4
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 1
1 1
1 0.0

0.0 0.0

0.0 0-None
0-None
0-None
0-None
0-None
0-None
No
No
No
No
No
No
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0-None,0-No Output
0 0
0 0
0

Page 13 of 28 ends

City of Coronado Page 1414
Priority Detector Channels Attachment 9
Priority 1
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 2
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 3
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 4
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 5
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 6
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0

Page 14 of 28 ends

City of Coronado Page 1415
Priority Fixed Phases
1 Attachment 9
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority 2
3 4
5 6
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Legend: 0 1

CO-PHASE

QJ-PHASE

FALSE TRUE

Page 15 of 28 ends

City of Coronado Page 1416
Priority Bank
Level
Attachment 9 Priority 1
Priority Bank : 1 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 16 of 28 ends

City of Coronado Page 1417
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
2 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 17 of 28 ends

City of Coronado Page 1418
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
3 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 18 of 28 ends

City of Coronado Page 1419
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
4 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 19 of 28 ends

City of Coronado Page 1420
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
5 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 20 of 28 ends

City of Coronado Page 1421
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
6 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 21 of 28 ends

City of Coronado Page 1422
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Codes: 0 X

FALSE TRUE
Priority : 1 Priority : 2 Priority : 3
Priority Bank : 1 Priority Bank : 1 Priority Bank : 1
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority Bank : 2 Priority Bank : 2 Priority Bank : 2
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority Bank : 3 Priority Bank : 3 Priority Bank : 3
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority Bank : 4 Priority Bank : 4 Priority Bank : 4
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority : 4 Priority : 5 Priority : 6
Priority Bank : 1 Priority Bank : 1 Priority Bank : 1
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority Bank : 2 Priority Bank : 2 Priority Bank : 2
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority Bank : 3 Priority Bank : 3 Priority Bank : 3
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data
Priority Bank : 4 Priority Bank : 4 Priority Bank : 4
Queue Phase Detector Time Queue Phase Detector Time Queue Phase Detector Time Default data Default data Default data

Page 22 of 28 ends

City of Coronado Page 1423
Attachment 9
City of Coronado Page 1424
Preempt 1 Attachment 9
Vehical Phases Pedestrian Phases Overlaps
Ph. Track
Dark
Dwell Cycle Ph Track Dwell Cycle Ovlp Track Dwell Cycle Trail Grn No Trail 9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
J
K
L
M
N
O
P
Preempt 2
Vehical Phases Pedestrian Phases Overlaps
Ph. Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 9 Dark Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 3
Vehical Phases Pedestrian Phases Overlaps
Ph Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
2 5
9 Green
Green
Dark
Green
Green
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
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Page 24 of 28 ends

City of Coronado Page 1425
Preempt 4 Attachment 9
Vehical Phases Pedestrian Phases Overlaps
Ovlp. Track Dwell Ph. Track Dwell Cycle Ph. Track Dwell Cycle Cycle No
Trail Grn
1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
9 Dark Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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Preempt 5
Vehical Phases Pedestrian Phases Overlaps
Ph. Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 1 6
9 Green
Green
Dark
Green
Green
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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M
N
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P
Preempt 6
Vehical Phases Pedestrian Phases Overlaps
Ph. Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
9 Dark Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
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Page 25 of 28 ends

City of Coronado Page 1426
Preempt 7 Attachment 9
Vehical Phases Pedestrian Phases Overlaps
Ph. Track
Dark
Dwell Cycle Ph Track Dwell Cycle Ovlp Track Dwell Cycle Trail Grn 9 Dark No Trail
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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M
N
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Preempt 8
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 9
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
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Page 26 of 28 ends

City of Coronado Page 1427
Preempt 10 Attachment 9 Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail 9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 11
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 12
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
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Page 27 of 28 ends

City of Coronado Page 1428
System/Detectors Data Attachment 9
Local Critical Alarms Revert to Backup: 15 1st Phone:

Local Free: No 2nd Phone:

Local Fash: No
Cycle Failure: No
Cycle Fault: No
Coord Failure: No
Coord Fault: No
Conflict Flash: No
Premption: No
Remote Flash: No
Voltage Monitor: No
Special Status 1: No Special Status 2: No Special Status 3: No Special Status 4: No Special Status 5: No Special Status 6: No Traffic Responsive
System Detector
Detector Channel Name
Queue 1
Detectors Detectors Factor
System Weight Queue 2 System
Detectors Detectors Factor
Veh/ Average Weight
Hr Time(mins) Correction/10 Volume %
Occupancy Min
1 2
3 4
5 6
7 14
15 17
18 29
31 32
SB_ADV1 12
SB_AVD2 12
SB_EXT1 12
SB_EXT2 12
NB_ADV1 12
5 5
5 5
5 5
5 10
10 10
10 10
10 10
1 1
1 1
1 1
1 Default Data Default Data
SBLT 12
NB_ADV2 12
Sample Interval: 15 Queue: 1 Input Selection: 0=Average Detector Failed Level : 0
Input Selection: 0=Average
Detector Failed Level : 0
Queue:

Level Enter Leave Dial / Split / Offset
Queue: 2 / /
Default Data
Vehical Detector Vehical Detector Special Detector
Diagnostic Value 0 Diagnostic Value 1 Diagnostic Value 0 Max No Erratic Max No Erratic Max No Erratic
Detector Presence Activity Count Detector Presence Activity Count Detector Presence Activity Count 9 60
60 60
60 60
60 60
60 60
60 0
0 0
0 0
0 0
0 0
0 60
60 60
60 60
60 60
60 60
60 11 Default Data - No Diag 1 Values
14 15
17 18
21 29
31 32
Default Data - No Diag 0 Valu
Pedestrian Detector
Diagnostic Value 0
Max No Erratic
Pedestrian Detector Special Detector
Diagnostic Value 1 Diagnostic Value 1
Max No Erratic Max No Erratic
Detector Presence Activity Count Detector Presence Activity Count Detector Presence Activity Count Default Data - No Diag 0 Values Default Data - No Diag 1 Values Default Data - No Diag 1 Values Speed Trap Data
Speed Trap:

Speed Trap
Low Treshold
Speed Trap
Dial/Split/Offset High Treshold
// Measurement:

Default Data Detector 1 Detector_2 Distance :

Default Data

Page 28 of 28 ends

City of Coronado Page 1429
12/1/2021 SEPAC ECOM All Data Attachment 9
1:54:14PM
Intersection Name: Tulagi Intersection Alias: Tulagi
Access Data Access Code: 9999
Revision: 3.58a
Channel:

IP Address:

Address: 1 1 :1200 Baud
3 :1200 Baud
Phase Initialization Data
Phase 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Initial 0-None 3-Yel 0-None 1-Inact 0-None 3-Yel 0-None 1-Inact 0-None 0-None 0-None 0-None 0-None 0-None 0-None 0-None

PHASE DATA
Vehical Basic Timings Misc Timings
Green Yellow Offset Offset Bike Bike
Pedestrian Timings
Alt Walk Walk Act.

Flash Ext Rest in
Walk Ped Clr Walk
Dyn Dyn
Max Max
Limit Step
Min All Ped Alt Ped
Clr Phase Grn Passage Max1 Max2 Yellow Red Delay Delay Time Mode Green Psg Walk Clr Walk Phase Data Bank: 1
2 3
1 3
15 3

2.0 5.3

2.0 3.0

2.0 5.3

2.0 3.0

0.0 0.0

0.0 0.0
0 45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4.0

4.8 4.0

4.0 4.0

4.8 4.0

4.1 3.0

3.0 3.0

3.0 1.0

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

0.0 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance

0.0 0.0

0.0 0.0
0 7
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 14
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
2 3
4 5 25
5 3 0
6 15
3 45
7 0
8 5 25
9 0 0
10 11
12 13
14 15
16 0 0
0 0
0 0
0 0
0 0
0 0
0 0
Phase Data Bank:
1 3
15 3

2.0 5.3

2.0 3.0

2.0 5.3

2.0 3.0

0.0 0.0

0.0 0.0
0 45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4.0

4.8 4.0

4.0 4.0

4.8 4.0

4.1 3.0

3.0 3.0

3.0 1.0

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

0.0 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance

0.0 0.0

0.0 0.0
0 7
0 7
0 7
0 7
0 0
0 0
0 0
0 0
0 8
0 8
0 8
0 8
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
2 3
4 5 25
5 3 0
6 15
3 45
7 0
8 5 25
9 0 0
10 11
12 13
14 15
16 0 0
0 0
0 0
0 0
0 0
0 0
0 0
Phase Data Bank:

Page 1 of 28 ends

City of Coronado Page 1430
1 3
15 3

2.0 5.3

2.0 3.0

2.0 5.3

2.0 3.0

0.0 0.0

0.0 0.0
0 45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4.0

4.8 4.0

4.0 4.0

4.8 4.0

4.1 3.0

3.0 3.0

3.0 1.0

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

0.0 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance

0.0 0.0

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 No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
Attachment 9
2 8
0 8
0 8
0 8
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 3
4 5 25
5 3 0
6 15
3 45
7 0
8 5 25
9 0 0
10 11
12 13
14 15
16 0 0
0 0
0 0
0 0
0 0
0 0
0 0
Phase Data Bank: 4
1 3
15 3

2.0 5.3

2.0 3.0

2.0 5.3

2.0 3.0

0.0 0.0

0.0 0.0
0 45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4.0

4.8 4.0

4.0 4.0

4.8 4.0

4.1 3.0

3.0 3.0

3.0 1.0

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

0.0 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance
0-Advance

0.0 0.0

Page 2 of 28 ends

City of Coronado Page 1431
Attachment 9
Vehicle Density Timings
Time
B4
General Control Miscellaneous No Special Sequence
Veh Simu
Veh Recall Ped
Ped
Recall
Car
B4
Time
To
Last
Added Max Min Non-Act Non Dual Car Condit Gap Minus Omit Ph. Gap Response Recall Delay Recall Delay Lock Entry Pass Service Out Omit Yel Call Initial Initial Redu Redu Redu Phase Data Bank: 1
1 2
3 4
5 6
7 8
9 0.0

0.0 0.0

0.0 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.0 None None
Min
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
Yes
No
Yes
No
Yes
No
Yes
No
No
No
No
No
No
No
No
No
No
No
Yes
No
No
No
Yes
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.0 NonActI

0.0 0.0

0.0 None
None
None
None
None
None

0.0 NonActI Min

0.0 0.0

0.0 0.0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
10 0.0
11 0.0
12 0.0
13 0.0
14 0.0
15 0.0
16 0.0
Vol/Occ period: 0
Phase Data Bank: 2
1 2
3 4
5 6
7 8
9 0.0

0.0 0.0

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

0.0 None None
None
None
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 NonActI

0.0 None

0.0 NonActII None

0.0 0.0 NonActI

0.0 None
None None
None
None

0.0 NonActII None

0.0 0.0

0.0 0.0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
10 0.0
11 0.0
12 0.0
13 0.0
14 0.0
15 0.0
16 0.0
Vol/Occ period: 0
Phase Data Bank: 3
1 2
3 4
5 6
7 8
9 0.0

0.0 0.0

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

0.0 None None
None
None
0 0
0 0
0 0
0 0
0 None
None
None
None
None
None
None
None
None
0 0
0 0
0 0
0 0
0 No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0.0 NonActI

0.0 None

0.0 NonActII None

0.0 0.0 NonActI

0.0 None
None None
None
None

0.0 NonActII None

0.0 None None

Page 3 of 28 ends

City of Coronado Page 1432
10 0.0
11 0.0
12 0.0
13 0.0
14 0.0
15 0.0
16 0.0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

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

0.0 None None
Min
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
No
Yes
No
Yes
No
Yes
No
Yes
No
No
No
No
No
No
No
No
No
No
No
Yes
No
No
No
Yes
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 NonActI

0.0 0.0

0.0 None
None
None
None
None
None

0.0 NonActI Min

0.0 0.0

0.0 0.0
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
10 0.0
11 0.0
12 0.0
13 0.0
14 0.0
15 0.0
16 0.0
Vol/Occ period: 0

Page 4 of 28 ends

City of Coronado Page 1433
Vehicle Detector Values Attachment 9
Phase Data Bank: 1
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 15
17 18
19 21
22 23
24 25
29 31
32 33
34 35
37 38
1 2
2 2
2 2
3 4
1 3
5 6
6 6
6 6
7 8
8 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

0.0 0.0
0 0
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
255
255
255
255
255
255
255
255
255
255
255
255
255
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
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Phase Data Bank: 2
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 15
17 18
19 21
22 23
24 25
29 31
32 33
34 35
37 38
1 2
2 2
2 2
3 4
1 3
5 6
6 6
6 6
7 8
8 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

Page 5 of 28 ends

City of Coronado Page 1434
Phase Data Bank: 3 Attachment 9
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 15
17 18
19 21
22 23
24 25
29 31
32 33
34 35
37 38
1 2
2 2
2 2
3 4
1 3
5 6
6 6
6 6
7 8
8 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

0.0 0.0
0 0
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
255
255
255
255
255
255
255
255
255
255
255
255
255
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
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
Phase Data Bank: 4
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 1 3
4 5
6 7
9 15
17 18
19 21
22 23
24 25
29 31
32 33
34 35
37 38
1 2
2 2
2 2
3 4
1 3
5 6
6 6
6 6
7 8
8 8
8 8
5 7
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0

0.0 0.0

Page 6 of 28 ends

City of Coronado Page 1435
Ped Detector Values Attachment 9
Phase Data Bank: 1
Det Assigned Switch Op Queue Failed
Limit Time
Volume
Log
Occupy
Log
Added
Initial Extend Delay Lock Passage Queue Call Phase Phase Mode 2 4
6 8
2 4
6 8
-
-
-
-
1 1
1 1

0.0 0.0

0.0 0.0
0 0
0 0
255
255
255
255
0 0
0 0
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
Y
Y
Y
Special Detector Values
Phase Data Bank:

Red Revert:

Auto Ped Clr:

Stop T Reset:

Alt Sequence:

Special Seq:

I/O Modes:

All Red

Page 7 of 28 ends

City of Coronado Page 1436
Not Assigned Overlaps Attachment 9

A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P
Standard Overlaps
Overlap Trail Green
(sec)
Yellow
(sec)
Red
(sec)
Tr. Grn Pt.
(sec)
Parent
Phases
Plus Green
Phases
Minus G/Y
Phases
Minus PED
Phases
FYA Overlaps
Overlap Delay
(sec)
Permissive
Phases
Protected
Phases
Minus PED
Phases
Permissive
Overlaps
Protected
Overlaps
Pedestrian Overlaps
Overlap Ped Walk 1
(sec)
Ped Clr 1
(sec)
Ped Walk 2
(sec)
Ped Clr 2
(sec)
Parent Phases
(sec)
Priority Overlaps
Overlap Transit Yellow
(sec)
Transit Red
(sec)
Ring Phase(s)
Next
Phase Ring Phase
1 2 3 4 5 6 7 8 9 10
10 11
11 12
12 13
13 14 15 16
1 2 16
5 6
3 7
8 4
7 8
1 2
5 1
2 6
3 4
7 3
4 8
9 14 15
2 4
6 8
1 1
2 2
3 1
8 7
5 6
Alternate Sequences Port 1 Data
BIU Port Basic
Det
Message
40 No Alternate
Sequences Addr Status
Programmed
Default Data

Page 8 of 28 ends

City of Coronado Page 1437
Attachment 9
Load Red Type Red Arg Yellow Type Yellow Arg Green Type Green Arg Switch
1 2
3 4
5 6
7 8
1 - Phase Vehicle 1
2 - Phase Vehicle 2
18 - Phase Pedestrian 2
3 - Phase Vehicle 3
4 - Phase Vehicle 4
20 - Phase Pedestrian 4
5 - Phase Vehicle 5
6 - Phase Vehicle 6
22 - Phase Pedestrian 6
7 - Phase Vehicle 7
8 - Phase Vehicle 8
24 - Phase Pedestrian 8
33 - Overlap A
34 - Overlap B
17 - Phase Pedestrian 1
35 - Overlap C
36 - Overlap D
19 - Phase Pedestrian 3
0 - None
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
Red
Red
Don't Walk
None
1 - Phase Vehicle 1
2 - Phase Vehicle 2
18 - Phase Pedestrian 2
3 - Phase Vehicle 3
4 - Phase Vehicle 4
20 - Phase Pedestrian 4
5 - Phase Vehicle 5
6 - Phase Vehicle 6
22 - Phase Pedestrian 6
7 - Phase Vehicle 7
8 - Phase Vehicle 8
24 - Phase Pedestrian 8
33 - Overlap A
34 - Overlap B
17 - Phase Pedestrian 1
35 - Overlap C
36 - Overlap D
19 - Phase Pedestrian 3
0 - None
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
Yellow
Yellow
Ped Clear
None
None
None
None
None
None
None
None
None
1 - Phase Vehicle 1
2 - Phase Vehicle 2
18 - Phase Pedestrian 2
3 - Phase Vehicle 3
4 - Phase Vehicle 4
20 - Phase Pedestrian 4
5 - Phase Vehicle 5
6 - Phase Vehicle 6
22 - Phase Pedestrian 6
7 - Phase Vehicle 7
8 - Phase Vehicle 8
24 - Phase Pedestrian 8
33 - Overlap A
34 - Overlap B
17 - Phase Pedestrian 1
35 - Overlap C
36 - Overlap D
19 - Phase Pedestrian 3
0 - None
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
Green
Green
Walk
None
None
None
None
None
None
None
None
None
None
None
None
None
None
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
29 30
31 32
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
None
None
None
None
None
None
None
None
None
None
None
None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
0 - None
None
None
None
None
0 - None None 0 - None None 0 - None
P2P Sources
Unit Bank:

ID Peer IP Timeout PeerName
Peer Functions
Unit Bank:

ID Peer ID Source Functio Source Index Input Function Input Index Fail State Coordination Data Dial/Split Cycle
General Coordination Data 1/1
1/2
75 Operation Mode: 1=Auto Offset Mode: 0=Beg Grn 100
Force Mode: 0=Plan
Manual Dial: 1
Coordination Mode: 0=Permissive Manual Split: 2

Page 9 of 28 ends

City of Coronado Page 1438
Attachment 9
City of Coronado Page 1439
Attachment 9
City of Coronado Page 1440
Attachment 9
City of Coronado Page 1441
Attachment 9
Preempt Timers
Override Override Ret To
Coord
Override
priority Preempt Detector Extended Ped Clear Flash Next 1 2
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
N/A
No
No
Yes
Yes
Yes
Yes
No
No
No
No
No
No
Yes
Yes
No
No
No
No
No
No
No
No
No
No
Prmpt Det-1 0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
0-Use Phase
Prmpt Det-2
3 Prmpt Det-3
4 Prmpt Det-4
5 Prmpt Det-5
6 Prmpt Det-6
7 0
0 0
0 0
0 8
9 10
11 12
Preempt 1 Preempt 2 Preempt 3
Exit Exit
Preempt 4 Preempt 5 Preempt 6
Exit Exit Exit Exit Exit Exit Exit Exit Exit Exit
Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Phase Phase Calls Yes
Yes
No
No
Yes
Yes
No
No
2 6
Yes
Yes
No
No
2 6
2 6
Yes
Yes
No
No
2 6
Preempt 7 Preempt 8 Preempt 9 Preempt 10
Exit Exit
Phase Phase Calls
Preempt 11
Exit Exit
Phase Phase Calls
Preempt 12
Exit Exit
Phase Phase Calls
Exit Exit Exit Exit Exit Exit
Phase Phase Calls Phase Phase Calls Phase Phase Calls
Priority Timers
No Lock Lock
Lock out out
Excl-co
Phase
Svc.

0.0 0.0

Page 13 of 28 ends

City of Coronado Page 1442
Priority Detector Channels Attachment 9
Priority 1
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 2
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 3
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 4
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 5
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority 6
Detector 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0

Page 14 of 28 ends

City of Coronado Page 1443
Priority Fixed Phases
1 Attachment 9
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority 2
3 4
5 6
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Priority
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Co-Phase
QJ-Phase
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
Legend: 0 1

CO-PHASE

QJ-PHASE

FALSE TRUE

Page 15 of 28 ends

City of Coronado Page 1444
Priority Bank
Level
Attachment 9 Priority 1
Priority Bank : 1 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 16 of 28 ends

City of Coronado Page 1445
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
2 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 17 of 28 ends

City of Coronado Page 1446
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
3 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 18 of 28 ends

City of Coronado Page 1447
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
4 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 19 of 28 ends

City of Coronado Page 1448
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
5 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 20 of 28 ends

City of Coronado Page 1449
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority
Priority Bank :
6 1 Level 0
Partial Priority
Alt Seq
Alt Seq Enabled
Min Walk
Full Priority
Freq. Override
Ped skip
Force full Priority
Frequency
Recovery
0 False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 2 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Priority Bank : 3 Level 0
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery

Page 21 of 28 ends

City of Coronado Page 1450
Priority Bank : 4 Level 0
Attachment 9
Partial Priority Full Priority Recovery
Alt Seq
Alt Seq Enabled
Min Walk
0 Freq. Override
Ped skip
Force full Priority
Frequency
False
0 False
0 Method
Return
PedWait
0-Normal
0-Cycle
0 0
False
0 PedOverride
Freq. Level 1-Partial
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
Exit Call 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 Phase Omit
Ped Omit
Recovery
Codes: 0 X

Page 22 of 28 ends

City of Coronado Page 1451
Attachment 9
City of Coronado Page 1452
Preempt 1 Attachment 9
Vehical Phases Pedestrian Phases Overlaps
Ph. Track
Dark
Dwell Cycle Ph Track Dwell Cycle Ovlp Track Dwell Cycle Trail Grn No Trail 9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
J
K
L
M
N
O
P
Preempt 2
Vehical Phases Pedestrian Phases Overlaps
Ph. Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 9 Dark Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 3
Vehical Phases Pedestrian Phases Overlaps
Ph Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
2 5
9 Green
Green
Dark
Green
Green
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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Page 24 of 28 ends

City of Coronado Page 1453
Preempt 4 Attachment 9
Vehical Phases Pedestrian Phases Overlaps
Ovlp. Track Dwell Ph. Track Dwell Cycle Ph. Track Dwell Cycle Cycle No
Trail Grn
1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
3 8
9 Green
Green
Dark
Green
Green
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 5
Vehical Phases Pedestrian Phases Overlaps
Ph. Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 1 6
9 Green
Green
Dark
Green
Green
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 6
Vehical Phases Pedestrian Phases Overlaps
Ph. Track Dwell Cycle Ph. Track Dwell Cycle Ovlp. Track Dwell Cycle Trail Grn 1 3
5 7
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
4 7
9 Green
Green
Dark
Green
Green
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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M
N
O
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Page 25 of 28 ends

City of Coronado Page 1454
Preempt 7 Attachment 9
Vehical Phases Pedestrian Phases Overlaps
Ph. Track
Dark
Dwell Cycle Ph Track Dwell Cycle Ovlp Track Dwell Cycle Trail Grn 9 Dark No Trail
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 8
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 9
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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Page 26 of 28 ends

City of Coronado Page 1455
Preempt 10 Attachment 9 Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail 9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 11
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
L
M
N
O
P
Preempt 12
Pedestrian Phases Overlaps
Dwell
Vehical Phases
Ph Track Dwell Cycle Ovlp Track Cycle Trail Grn Ph. Track Dark
Dwell Cycle
1 Dark
3 Dark
5 Dark
7 Dark
9 Dark
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
A
B
C
D
E
F
G
H
I
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
No Trail
9 Dark
Dark
Dark
Dark
Dark
Dark
Dark
Dark
No
No
No
No
No
No
No
No
10 Dark
11 Dark
12 Dark
13 Dark
14 Dark
15 Dark
16 Dark
J
K
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Page 27 of 28 ends

City of Coronado Page 1456
System/Detectors Data Attachment 9
Local Critical Alarms Revert to Backup: 15 1st Phone:

Local Free: No 2nd Phone:

Local Fash: No
Cycle Failure: No
Cycle Fault: No
Coord Failure: No
Coord Fault: No
Conflict Flash: No
Premption: No
Remote Flash: No
Voltage Monitor: No
Special Status 1: No Special Status 2: No Special Status 3: No Special Status 4: No Special Status 5: No Special Status 6: No Traffic Responsive
System Detector
Detector Channel Name
Queue 1
Detectors Detectors Factor
System Weight Queue 2 System
Detectors Detectors Factor
Veh/ Average Weight
Hr Time(mins) Correction/10 Volume %
Occupancy Min
1 2
3 4
11 12
13 14
TulNB1
TulNB2
TarNB1
TarNB2
12 12
12 12
5 5
5 5
10 10
10 10
1 1
1 1
Default Data Default Data
Sample Interval: 15 Queue: 1 Input Selection: 0=Average Detector Failed Level : 0
Input Selection: 0=Average
Detector Failed Level : 0
Queue:

Level Enter Leave Dial / Split / Offset
Queue: 2 / /
Default Data
Vehical Detector Vehical Detector Special Detector
Diagnostic Value 0
Max No Erratic
Detector Presence Activity Count
Diagnostic Value 1 Diagnostic Value 0
Max No Erratic Max No Erratic
Detector Presence Activity Count Detector Presence Activity Count 11 12
13 14
31 60
60 60
60 60
0 0
0 0
0 60
60 60
60 60
Default Data - No Diag 1 Values Default Data - No Diag 0 Valu Pedestrian Detector
Diagnostic Value 0
Max No Erratic
Pedestrian Detector Special Detector
Diagnostic Value 1 Diagnostic Value 1
Max No Erratic Max No Erratic
Detector Presence Activity Count Detector Presence Activity Count Detector Presence Activity Count Default Data - No Diag 0 Values Default Data - No Diag 1 Values Default Data - No Diag 1 Values Speed Trap Data
Speed Trap:

Speed Trap
Low Treshold
Speed Trap
Dial/Split/Offset High Treshold
// Measurement:

Default Data Detector 1 Detector_2 Distance :

Default Data

Page 28 of 28 ends

City of Coronado Page 1457
Attachment 9

APPENDIX C

INTERSECTION MANUAL COUNT SHEETS
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc City of Coronado Page 1458
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #11 File Name:

Project:

ITM-23-101-11
Intersection:

Date of Count:

Orange Avenue & 1st Street
Tuesday October 4, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
- 1st Street Orange Avenue 1st Street
AM Southbound Westbound Northbound Eastbound
Left
0 0
0 0
0 0
0 0
Thru Right Left
17 13
20 14
20 11
17 24
Thru
46 47
36 44
39 27
26 23
Right Left Thru Right Left
0 0
0 0
0 0
0 0
Thru
3 8
4 3
8 13
4 Right
14 18
21 19
12 13
21 23
Total
147
137
136
125
126
102
119
133
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
57 39
44 33
38 25
29 32
0 0
0 0
0 0
0 0
10 12
11 12
9 13
22 17 14
Total
Approach%
Total%
0 -
-
0 -
-
0 -
-
136

32.1 13.3
288

67.9 28.1
0 -
-
297

73.7 29.0
0 -
-
106

26.3 10.3
0 -
-
57 28.8

5.6 141

71.2 13.8
1025
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
- - - 64

27.0 11.7
173

73.0 31.7
- 173

79.4 31.7
- 45

20.6 8.3
- 18

20.0 3.3
72 545
-
-
-
-
-
-
-
-
-
-
-
-

80.0 13.2
PHF #DIV/0! 0.94 0.81 0.87 0.93
- 1st Street Orange Avenue 1st Street
PM Southbound Westbound Northbound Eastbound
Left
0 0
0 0
0 0
0 0
Thru Right Left
14 22
18 19
35 26
20 33
Thru
26 16
27 20
21 16
19 11
Right Left
22 28
21 26
25 17
26 28
Thru Right
15 4
13 19
16 28
21 10
Left
0 0
0 0
0 0
0 0
Thru
43 56
51 51
38 22
18 24
Right
62 82
62 63
51 49
43 32
Total
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
182
208
192
198
186
158
147
138
Total
Approach%
Total%
0 -
-
0 -
-
0 -
-
187

54.5 13.3
156

45.5 11.1
0 -
-
193

60.5 13.7
0 -
-
126

39.5 8.9
0 -
-
303

40.6 21.5
444

59.4 31.5
1409
PM Intersection Peak Hour: 16:15 to 17:15
Volume
Approach%
Total%
- - - 94 84

47.2 10.7
- 100 - 52 - 196

43.2 25.0
258

56.8 32.9

0.82 784
-
-
-
-
-
-

52.8 12.0
-
-

65.8 12.8
-
-

34.2 6.6

0.84 -
-
PHF #DIV/0! 0.79 0.94
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1459
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #11 File Name:

Project:

ITM-23-101-11
Intersection:

Date of Count:

Orange Avenue & 1st Street
Tuesday October 4, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
- 1st Street
Westbound
Orange Avenue
Northbound
1st Street
Eastbound Totals AM Southbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
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 2
3 4
1 2
4 17
0 0
0 0
0 0
1 0
6 0
2 1
0 12
6 3
0 0
0 0
0 0
0 0
0 2
0 6
8 4
0 5
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
2 3
2 0
0 0
0 0
0 0
0 2
0 0
0 1
7 0
0 0
0 1
0 1
1 0
2 3
7 5
17 19
17 9
8 0
4 1
3 20
7 5
7 10
11 5
9 31
Ped Total
Bike Total
0 34 25 49 108
0 0 0 1 30 0 1 0 1 0 10 5 48
- 1st Street
Westbound
Orange Avenue
Northbound
1st Street
Eastbound Totals PM Southbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 5
3 9
17 8
0 0
1 0
0 2
0 0
2 3
5 4
3 5
3 3
0 0
0 0
0 0
0 0
6 8
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
15 16
8 22
24 27
19 11
0 0
0 0
0 0
0 0
2 6
0 6
5 5
0 2
0 4
0 0
0 1
2 0
21 29
27 57
58 45
34 45
4 13
6 10
8 13
6 5
16 26
17 10
12 17
3 17
Ped Total
Bike Total
0 62 112 142 316
0 0 0 3 28 0 1 0 0 0 26 7 65
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1460
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #11 File Name:

Project:

ITM-23-101-11
Intersection:

Date of Count:

Orange Avenue & 1st Street
Tuesday October 4, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
N
AM:

PM:
0 0
0 0
0 0
0 0
0 / 0 1st Street
Time Period
AM = 07:00 to 08:00
PM = 16:15 to 17:15
1st Street 25 / 112
AM: 173
PM: 100
0 0
45 52
2 1
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1461
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #14 File Name:

Project:

ITM-23-101-14
Intersection: LLG Ref. 3-23-3827
Date of Count:

A Avenue & 1st Street
Tuesday October 4, 2023 Coronado Housing Element
Driveway 1st Street A Avenue 1st Street
AM Southbound Westbound Northbound Eastbound
Left
0 0
0 0
0 0
0 1
Thru Right Left
1 3
0 1
0 0
3 0
Thru Right Left
54 47
31 36
34 21
24 27
Thru Right Left
1 2
1 0
0 1
0 0
Thru Right Total
66 58
44 48
46 35
46 49
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
1 0
0 0
0 0
1 0
0 0
0 0
0 1
0 0
6 2
6 7
9 1
5 6
0 0
0 0
0 0
0 1
0 0
1 0
1 2
0 0
1 2
0 3
0 1
3 5
1 0
1 0
0 3
5 4
1 2
4 1
2 5
5 5
Total
Approach%
Total%
1 25.0

0.3 2

50.0 0.5
1 25.0

0.3 8

15.7 2.0
42 82.4

10.7 1

2.0 0.3
274

93.5 69.9
4 1.4

1.0 15

5.1 3.8
5 11.4

1.3 14

31.8 3.6
25 56.8

6.4 392
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
- 1
100.0

0.5 - 5

19.2 2.3
21 80.8

9.7 - 168

96.0 77.8
1 0.6

0.5 6

3.4 2.8
4 28.6

1.9 2

14.3 0.9
8 57.1

3.7 216
-
-
-
-
-
-
PHF 0.25 0.81 0.80 0.58 0.82
Driveway 1st Street A Avenue 1st Street
PM Southbound Westbound Northbound Eastbound
Left
0 0
3 0
0 0
0 0
Thru Right Left Thru
3 1
2 8
10 6
3 Right Left
22 20
6 Thru Right Left
1 1
1 0
0 0
0 0
Thru Right
20 11
11 12
12 8
Total
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
1 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0
1 2
3 2
2 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 5
0 4
1 8
2 4
4 5
1 6
9 0
7 3
53 45
29 40
52 38
30 26
8 18
16 11
8 7
4 6
Total
Approach%
Total%
3 50.0

1.0 3

50.0 1.0
0 -
-
11 22.9

3.5 37

77.1 11.8
0 -
-
109

81.3 34.8
0 -
-
25 18.7

8.0 3

2.4 1.0
35 28.0

11.2 87

69.6 27.8
313
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
3 50.0

1.8 3

50.0 1.8
- 8 14

63.6 8.4
- 56

84.8 33.5
- 10

15.2 6.0
3 4.1

1.8 16

21.9 9.6
54 74.0

32.3 0.73
167
-
-

36.4 4.8
-
-
-
-
PHF 0.30 0.55 0.66 0.79
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1462
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #14 File Name:

Project:

ITM-23-101-14
Intersection: LLG Ref. 3-23-3827
Date of Count:

A Avenue & 1st Street
Tuesday October 4, 2023 Coronado Housing Element
Driveway
Southbound
1st Street
Westbound
A Avenue
Northbound
1st Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 5
2 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
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 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 5
5 5
0 0
Ped Total
Bike Total
0 0 0 0 0
0 0 0 0 9 0 4 0 0 0 2 0 15
Driveway
Southbound
1st Street
Westbound
A Avenue
Northbound
1st Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 0
2 1
0 0
0 0
0 0
0 0
1 0
0 0
0 0
1 1
2 0
0 0
0 0
0 0
0 0
1 4
2 0
0 1
2 1
0 0
2 1
0 1
0 8
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
2 0
2 6
1 2
4 0
0 0
0 0
0 0
0 0
1 0
0 1
3 0
0 1
1 0
1 2
0 0
0 1
3 6
4 6
3 4
6 1
2 0
3 4
4 2
4 10
Ped Total
Bike Total
0 5 11 17 33
0 0 0 1 4 0 12 0 1 0 6 5 29
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1463
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #14 File Name:

Project:

ITM-23-101-14
Intersection: LLG Ref. 3-23-3827
Date of Count:

A Avenue & 1st Street
Tuesday October 4, 2023 Coronado Housing Element
N
AM:

PM:
0 0
0 0
1 3
0 3
0 / 0 1st Street
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
1st Street 0 / 11
AM: 168
PM: 56
1 6 4
0 10 13
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1464
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #15 File Name:

Project:

ITM-23-101-15
Intersection: LLG Ref. 3-23-3827
Date of Count:

A Avenue & 2nd Street
Tuesday October 4, 2023 Coronado Housing Element
A Avenue 2nd Street A Avenue 2nd Street
AM Southbound Westbound Northbound Eastbound
Left
3 1
1 2
2 2
5 4
Thru Right Left
3 4
2 1
2 4
8 6
Thru
79 59
65 49
38 35
27 23
Right
44 42
29 40
31 24
27 25
Left
1 1
3 3
0 1
3 3
Thru Right Left
2 2
2 2
1 1
0 1
Thru
14 13
9 17
17 26
15 17
Right Total
148
130
120
124
94 104
98 92
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
1 2
2 4
0 1
4 1
0 2
2 4
0 4
3 3
0 0
1 1
0 1
1 3
1 4
3 0
0 2
1 2
0 0
1 1
3 3
4 4
Total
Approach%
Total%
20 37.7

2.2 15

28.3 1.6
18 34.0

2.0 30

4.5 3.3
375

56.2 41.2
262

39.3 28.8
15 42.9

1.6 7

20.0 0.8
13 37.1

1.4 11

7.1 1.2
128

82.6 14.1
16 10.3

1.8 910
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
7 29.2

1.3 9

37.5 1.7
8 33.3

1.5 10

2.4 1.9
252

60.4 48.3
155

37.2 29.7

0.83 8

44.4 1.5
2 11.1

0.4 8

44.4 1.5
8 12.7

1.5 53

84.1 10.2
2 3.2

0.4 522
PHF 0.60 0.64 0.79 0.88
A Avenue 2nd Street A Avenue 2nd Street
PM Southbound Westbound Northbound Eastbound
Left
13 5
9 5
4 5
1 4
Thru
12 10
14 6
5 6
5 3
Right Left Thru
37 27
32 35
42 36
32 24
Right
19 19
18 9
19 24
13 12
Left
3 1
4 2
4 2
1 3
Thru Right Left
2 3
1 4
5 6
0 4
Thru
24 28
28 51
18 19
12 16
Right Total
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
4 2
5 3
5 0
7 2
2 4
2 4
4 1
1 2
0 2
3 2
2 0
1 2
0 2
0 1
0 1
0 0
3 5
9 4
6 2
2 4
119
108
125
126
114
102
75 76
Total
Approach%
Total%
46 34.1

5.4 61

45.2 7.2
28 20.7

3.3 20

4.8 2.4
265

63.4 31.4
133

31.8 15.7
20 55.6

2.4 12

33.3 1.4
4 11.1

0.5 25

9.8 3.0
196

76.6 23.2
35 13.7

4.1 845
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
32 36.4

6.7 42

47.7 8.8
14 12

5.8 2.5
131

63.0 27.4
65 31.3

13.6 0.90
10 50.0

2.1 7

35.0 1.5
3 15.0

0.6 10

6.2 2.1
131

80.9 27.4
21 13.0

4.4 478

15.9 2.9
PHF 0.76 0.71 0.69 0.95
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1465
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #15 File Name:

Project:

ITM-23-101-15
Intersection: LLG Ref. 3-23-3827
Date of Count:

A Avenue & 2nd Street
Tuesday October 4, 2023 Coronado Housing Element
A Avenue
Southbound
2nd Street
Westbound
A Avenue
Northbound
2nd Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
4 3
5 0
5 4
5 3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
4 0
0 1
2 1
1 1
0 1
2 1
0 0
0 0
0 0
0 0
0 1
0 6
1 6
0 2
0 1
0 0
2 1
0 0
3 3
4 3
4 2
3 6
0 0
0 1
3 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4
2 0
4 7
2 0
0 0
0 0
0 0
0 0
1 0
0 0
2 3
2 3
0 0
0 1
0 0
0 0
9 1
2 0
11 12
4 13
14 12
10 8
12 10
2 7
Ped Total
Bike Total
29 9 28 19 85
0 1 5 0 16 4 4 0 0 0 11 1 42
A Avenue
Southbound
2nd Street
Westbound
A Avenue
Northbound
2nd Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
7 7
5 1
10 3
1 0
2 1
0 0
0 1
0 0
0 0
0 0
0 0
1 0
0 1
0 0
2 0
0 0
2 1
3 0
4 0
1 0
0 0
0 0
0 0
4 0
0 1
3 1
0 9
3 0
3 2
0 0
1 1
4 6
10 10
3 8
4 10
0 0
0 0
0 2
0 2
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
1 1
5 0
0 0
0 1
0 0
1 0
5 1
8 3
0 2
1 0
0 0
1 0
1 1
0 0
11 13
17 14
17 12
17 22
15 1
15 9
4 6
4 12
5 13
Ped Total
Bike Total
49 10 55 9 123
5 0 4 1 18 10 4 1 0 2 20 3 68
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1466
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #15 File Name:

Project:

ITM-23-101-15
Intersection: LLG Ref. 3-23-3827
Date of Count:

A Avenue & 2nd Street
Tuesday October 4, 2023 Coronado Housing Element
N
AM:

PM:
6 9
8 9 7
14 42 32
29 / 49 2nd Street
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
2nd Street 28 / 55
AM: 8 2 8 4
PM: 10 7 3 5
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1467
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #10 File Name:

Project:

ITM-23-101-10
Intersection:

Date of Count:

Orange Avenue & Third Street
Tuesday October 4, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
Orange Avenue
Southbound
Third Street
Westbound
Orange Avenue
Northbound
Third Street
AM Eastbound
Left
0 0
0 0
0 0
0 0
Thru
66 68
78 70
89 70
68 78
Right Left
321
326
357
310
272
252
230
201
Thru
426
457
430
438
445
401
391
328
Right
37 13
31 14
19 18
9 Left Thru
35 23
33 25
55 45
62 40
Right Left
0 0
0 0
0 0
0 0
Thru Right Total
901
908
945
873
902
801
790
679
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
2 3
3 2
1 2
4 3
14 18
13 14
21 13
26 13
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 16 0
Total
Approach%
Total%
0 -
-
587

96.7 8.6
20 3.3

0.3 2269

39.5 33.4
3316

57.7 48.8
157

2.7 2.3
132

29.3 1.9
318

70.7 4.7
0 -
-
0 -
-
0 -
-
0 -
-
6799
AM Intersection Peak Hour: 07:15 to 08:15
Volume
Approach%
Total%
- 305

97.1 8.4
9 2.9

0.2 1,265 1,770 77

2.5 2.1
66 32.7

1.8 136

67.3 3.7
- - - - 3,628

0.96 -
-

40.6 34.9

56.9 48.8
-
-
-
-
-
-
-
-
PHF 0.87 0.95 0.66 #DIV/0!
Orange Avenue Third Street Orange Avenue Third Street
PM Southbound Westbound Northbound Eastbound
Left
0 0
0 0
0 0
0 0
Thru
143
115
143
117
154
130
121
83 Right Left
243
202
230
246
239
221
227
242
Thru
19 Right
18 26
21 17
12 12
13 24
Left
13 14
14 15
12 21
13 16
Thru
63 47
42 49
62 55
55 41
Right Left
0 0
0 0
0 0
0 0
Thru Right Total
502
579
611
592
590
568
552
545
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
3 2
2 6
4 6
8 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
173
159
142
107
123
115
137
Total
Approach%
Total%
0 -
-
1006

96.8 22.2
33 3.2

0.7 1850

62.3 40.8
975

32.9 21.5
143

4.8 3.2
118

22.2 2.6
414

77.8 9.1
0 -
-
0 -
-
0 -
-
0 -
-
4539
PM Intersection Peak Hour: 16:15 to 17:15
Volume
Approach%
Total%
- 529

97.4 22.3
14 2.6

0.6 917

58.3 38.7
581

36.9 24.5
76 4.8

3.2 55 200 - - -
-
-
- 2,372

0.97 -
-

21.6 2.3

78.4 8.4
-
-
-
-
-
-
PHF 0.86 0.96 0.86 #DIV/0!
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1468
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #10 File Name:

Project:

ITM-23-101-10
Intersection:

Date of Count:

Orange Avenue & Third Street
Tuesday October 4, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
Orange Avenue
Southbound
Third Street
Westbound
Orange Avenue
Northbound
Third Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 2
0 1
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 1
0 3
2 2
0 0
0 0
0 0
0 0
2 12
13 3
5 12
3 0
0 0
0 0
0 0
0 0
0 3
2 0
3 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
4 1
0 3
1 3
10 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
18 14
4 8
13 6
0 0
3 3
0 8
3 2 13 2
Ped Total
Bike Total
4 52 0 23 79
0 8 0 0 9 0 2 0 0 0 0 0 19
Orange Avenue
Southbound
Third Street
Westbound
Orange Avenue
Northbound
Third Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
1 1
0 4
9 6
0 2
0 0
0 0
0 0
0 0
2 0
0 0
1 0
1 3
0 0
0 0
0 0
0 0
0 5
2 6
6 4
14 10
0 0
0 0
0 0
0 0
1 0
0 1
0 0
1 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
5 1
0 2
6 6
2 3
0 0
0 0
0 0
0 0
5 7
3 7
26 9
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 13
5 17
41 19
24 27
8 1
0 3
7 6
4 7
10 15
Ped Total 23
Bike Total
47 0 82 152
0 7 0 0 4 0 0 25 0 0 0 0 36
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1469
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #10 File Name:

Project:

ITM-23-101-10
Intersection:

Date of Count:

Orange Avenue & Third Street
Tuesday October 4, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
N
AM:

PM:
8 7
9 305 0
14 529 0
4 / 23 Third Street
Time Period
AM = 07:15 to 08:15
PM = 16:15 to 17:15
Third Street 0 / 0
AM: 66
PM: 55
136
200
0 2
0 25
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1470
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #16 File Name:

Project:

ITM-23-101-15
Intersection: LLG Ref. 3-23-3827
Date of Count:

Glorietta Boulevard & Third Street & Mulinex Drive
Tuesday October 4, 2023 Coronado Housing Element
Glorietta Boulevard
Southbound
Third Street
Westbound
Glorietta Boulevard
Northbound
Mulinex Drive
AM Eastbound
Left
4 3
0 2
3 2
2 3
Thru Right
7 6
5 8
12 13
9 Left
1 0
1 3
1 0
1 0
Thru Right Left
19 18
20 23
25 13
11 18
Thru
109
74 69
70 55
46 47
45 Right
11 2
5 7
4 0
4 9
Left
1 3
0 1
4 2
4 2
Thru Right Total
157
115
110
120
112
91 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
2 2
4 1
6 9
3 5
1 1
1 3
1 4
4 2
0 5
2 1
0 2
0 1
0 0
0 0
0 0
1 1
2 1
3 1
1 0
1 0
87 10 96
Total
Approach%
Total%
19 15.7

2.1 32

26.4 3.6
70 57.9

7.9 7

20.0 0.8
17 48.6

1.9 11

31.4 1.2
147

20.9 16.6
515

73.2 58.0
42 6.0

4.7 17

60.7 1.9
2 7.1

0.2 9

32.1 1.0
888
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
9 20.5

1.8 9

20.5 1.8
26 59.1

5.2 5

26.3 1.0
6 31.6

1.2 8

42.1 1.6
80 18.7

15.9 322

75.4 64.1
25 5.9

5.0 5

41.7 1.0
-
-
-
7 58.3

1.4 502
PHF 0.85 0.68 0.77 0.75 0.80
Glorietta Boulevard Third Street Glorietta Boulevard Mulinex Drive PM Southbound Westbound Northbound Eastbound
Left Thru
11 9
19 13
13 10
13 8
Right Left
4 6
2 4
11 8
5 Thru
8 12
4 Right
3 2
3 5
10 4
7 Left
7 8
11 9
12 7
Thru
42 31
34 27
25 37
28 30
Right
8 5
6 20
4 9
13 9
Left
1 0
0 2
0 1
0 0
Thru Right Total
106
89 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
15 12
8 34
12 7
3 3
6 7
2 2
3 5
0 0
1 0
1 0
1 1
4 1
3 1
2 1
2 0
97 5 127
121
97 105
85 29
11 12
8 8
7 13
4 5 8
Total
Approach%
Total%
103

44.8 12.5
96 41.7

11.6 31

13.5 3.7
44 25.6

5.3 89

51.7 10.8
39 22.7

4.7 75

18.6 9.1
254

63.0 30.7
74 18.4

8.9 4

18.2 0.5
4 18.2

0.5 14

63.6 1.7
827
PM Intersection Peak Hour: 16:45 to 17:45
Volume
Approach%
Total%
61 49.2

13.6 49

39.5 10.9
14 28 57

51.4 12.7
26 23.4

5.8 41 117 46 3 2

18.2 0.4
6 54.5

1.3 450

11.3 3.1

0.57 25.2

6.2 20.1

9.1 57.4

26.0 22.5

10.2 0.91

27.3 0.7
PHF 0.56 0.92 0.88
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1471
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #16 File Name:

Project:

ITM-23-101-15
Intersection: LLG Ref. 3-23-3827
Date of Count:

Glorietta Boulevard & Third Street & Mulinex Drive
Tuesday October 4, 2023 Coronado Housing Element
Glorietta Boulevard
Southbound
Third Street
Westbound
Glorietta Boulevard
Northbound
Mulinex Drive
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
4 5
3 4
1 3
3 2
1 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 2
0 0
0 0
1 1
0 1
0 2
0 2
0 0
0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 0
0 0
0 0
0 0
6 0
0 2
2 2
0 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4
0 0
1 0
1 1
0 0
0 1
0 0
0 0
0 0
0 0
1 1
2 0
0 0
0 0
0 0
0 0
11 10
3 7
4 7
4 7
1 0
0 3
3 1
3 0
Ped Total
Bike Total
25 7 14 7 53
2 0 2 0 2 0 0 0 0 1 4 0 11
Glorietta Boulevard
Southbound
Third Street
Westbound
Glorietta Boulevard
Northbound
Mulinex Drive
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
1 18
9 6
9 5
5 7
6 1
1 2
1 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 3
2 2
8 1
0 3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 0
1 0
0 0
2 0
2 0
3 0
0 4
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 0
0 0
0 0
0 0
1 0
0 0
0 0
2 0
0 0
0 3
0 0
0 0
0 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
4 21
13 8
20 6
6 3
3 5
2 0
0 3
7 14
Ped Total
Bike Total
60 19 11 3 93
12 0 0 0 0 3 0 2 0 3 2 0 22
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1472
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #16 File Name:

Project:

ITM-23-101-15
Intersection: LLG Ref. 3-23-3827
Date of Count:

Glorietta Boulevard & Third Street & Mulinex Drive
Tuesday October 4, 2023 Coronado Housing Element
N
AM: 4 26
14 9 9
PM: 12 49 61
25 / 60 Third Street
Time Period
AM = 07:00 to 08:00
PM = 16:45 to 17:45
Mulinex Drive 14 / 11
AM: 80
PM: 41
322
117
25 46
0 2
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1473
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #12 File Name:

Project:

ITM-23-101-12
Intersection: LLG Ref. 3-23-3827
Date of Count:

Alameda Boulevard & 4th Street
Wednesday October 5, 2023 Coronado Housing Element
Alameda Boulevard
Southbound
4th Street
Westbound
Alameda Boulevard McCain Boulevard
AM Northbound Eastbound
Left
1 4
5 8
8 6
7 7
Thru
11 18
23 26
30 36
31 37
Right Left
0 0
0 0
0 0
0 0
Thru Right Left Thru
37 24
25 24
33 27
31 27
Right Left
0 1
1 2
5 3
3 6
Thru
61 80
78 68
67 75
98 115
Right
20 20
17 12
13 18
13 17
Total
152
168
171
153
175
188
203
232
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
22 21
22 13
19 23
20 23
Total
Approach%
Total%
46 17.8

3.2 212

82.2 14.7
0 -
-
0 -
-
0 -
-
0 -
-
0 -
-
228

58.3 15.8
163

41.7 11.3
21 2.6

1.5 642

81.0 44.5
130

16.4 9.0
1442
AM Intersection Peak Hour: 08:00 to 09:00
Volume
Approach%
Total%
28 17.3

3.5 134

82.7 16.8
- - - - - 118

58.1 14.8
85 17

3.9 2.1
355

82.0 44.5
61 14.1

7.6 798
-
-
-
-
-
-
-
-
-
-

41.9 10.7
PHF 0.92 #DIV/0! 0.98 0.78 0.86
Alameda Boulevard 4th Street Alameda Boulevard McCain Boulevard PM Southbound Westbound Northbound Eastbound
Left Thru
54 60
59 51
54 55
34 47
Right Left
0 0
0 0
0 0
0 0
Thru Right Left Thru
28 17
23 31
30 28
19 21
Right
9 8
20 25
18 21
35 26
Left
12 6
4 4
9 7
1 7
Thru
240
357
259
275
308
220
217
212
Right Total
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
40 37
63 41
38 22
32 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
50 36
28 24
23 20
24 19
433
521
456
451
480
373
362
339
Total
Approach%
Total%
280

40.3 8.2
414

59.7 12.1
0 -
-
0 -
-
0 -
-
0 -
-
0 -
-
197

54.9 5.8
162

45.1 4.7
50 2.1

1.5 2088

88.4 61.1
224

9.5 6.6
3415
PM Intersection Peak Hour: 16:15 to 17:15
Volume
Approach%
Total%
179

44.4 9.4
224

55.6 11.7
- - - - - 101 71 23 1,199 111 1,908

0.92 -
-
-
-
-
-
-
-
-
-

58.7 5.3

41.3 3.7

0.77 1.7

1.2 89.9

62.8 8.3

5.8 PHF 0.83 #DIV/0! 0.84
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1474
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #12 File Name:

Project:

ITM-23-101-12
Intersection: LLG Ref. 3-23-3827
Date of Count:

Alameda Boulevard & 4th Street
Wednesday October 5, 2023 Coronado Housing Element
Alameda Boulevard
Southbound
4th Street
Westbound
Alameda Boulevard McCain Boulevard
Eastbound Totals AM Northbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
1 1
2 1
1 3
1 0
0 1
0 0
0 0
0 0
2 2
0 0
4 3
0 0
0 0
0 0
0 0
0 0
1 1
1 4
0 3
0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
1 1
0 0
2 2
1 0
3 0
0 0
0 0
0 0
0 1
0 0
0 0
2 3
2 3
3 2
0 0
1 0
0 0
0 0
0 0
2 2
1 1
4 1
1 1
2 3
1 0
2 1
0 0
4 5
5 8
4 8
5 3
10 9
6 3
10 5
Ped Total
Bike Total
9 10 0 15 34
2 11 0 0 2 1 3 8 1 1 11 11 51
Alameda Boulevard
Southbound
4th Street
Westbound
Alameda Boulevard McCain Boulevard Totals PM Northbound Eastbound Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
2 3
3 1
1 3
1 1
2 0
2 0
1 1
2 0
4 9
5 3
3 6
1 2
0 0
0 0
0 0
0 0
0 1
0 1
2 1
1 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
2 1
1 1
3 0
11 5
0 0
0 0
0 0
0 1
3 1
1 2
0 1
2 2
0 1
0 0
1 0
0 1
3 1
1 1
2 2
4 1
2 1
2 1
0 2
0 1
5 5
4 4
3 5
4 4
13 13
11 6
10 11
18 11
Ped Total 15
Bike Total
7 0 12 34
8 33 0 0 0 0 0 24 1 3 15 9 93
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1475
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #12 File Name:

Project:

ITM-23-101-12
Intersection: LLG Ref. 3-23-3827
Date of Count:

Alameda Boulevard & 4th Street
Wednesday October 5, 2023 Coronado Housing Element
N
AM: 13
PM: 41
0 0
134
224
28 179
9 / 15 4th Street
Time Period
AM = 08:00 to 09:00
PM = 16:15 to 17:15
McCain Boulevard 0 / 0
AM: 0
PM: 0
118
101
85 71
12 25
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1476
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #09 File Name:

Project:

ITM-23-101-09
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 4th Street
Tuesday October 4, 2023 Coronado Housing Element
Orange Avenue 4th Street Orange Avenue 4th Street
AM Southbound Westbound Northbound Eastbound
Left
65 73
73 63
56 41
56 56
Thru
328
313
349
340
292
257
203
210
Right Left
0 0
0 0
0 0
0 0
Thru Right Left Thru
51 53
39 42
73 66
65 54
Right Left
5 5
6 4
11 6
11 4
Thru
107
149
128
143
131
160
173
161
Right
9 9
6 7
10 17
19 14
Total
635
666
662
660
632
621
607
546
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
70 64
61 61
59 74
80 47
Total
Approach%
Total%
483

17.4 9.6
2292

82.6 45.6
0 -
-
0 -
-
0 -
-
0 -
-
0 -
-
443

46.2 8.8
516

53.8 10.3
52 4.0

1.0 1152

89.0 22.9
91 7.0

1.8 5029
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
274 1,330 - - - - - 185

42.0 7.1
256

58.0 9.8
20 3.5

0.8 527

91.2 20.1
31 5.4

1.2 2,623

0.98 17.1

10.4 82.9

50.7 -
-
-
-
-
-
-
-
-
-
PHF 0.95 #DIV/0! 0.91 0.89
Orange Avenue 4th Street Orange Avenue 4th Street
PM Southbound Westbound Northbound Eastbound
Left
73 99
96 98
108
95 80
Thru
216
256
251
247
282
233
262
271
Right Left
0 0
0 0
0 0
0 0
Thru Right Left
0 0
0 0
0 0
0 0
Thru
52 52
58 61
50 69
67 39
Right
52 43
56 56
63 40
64 62
Left Thru
415
466
451
395
359
338
319
269
Right
12 7
10 10
12 9
Total
820
924
925
871
882
785
815
729
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 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
3 4
8 1
7 8
16 74 6
Total
Approach%
Total%
723

26.4 10.7
2018

73.6 29.9
0 -
-
0 -
-
0 -
-
0 -
-
0 -
-
448

50.7 6.6
436

49.3 6.5
32 1.0

0.5 3012

96.4 44.6
82 2.6

1.2 6751
PM Intersection Peak Hour: 16:15 to 17:15
Volume
Approach%
Total%
401 1,036 - - - - - 221 218

49.7 6.1
16 1,671 39

2.3 1.1
3,602

0.97 27.9

11.1 72.1

28.8 -
-
-
-
-
-
-
-
-
-

50.3 6.1

0.9 0.4

96.8 46.4
PHF 0.92 #DIV/0! 0.94 0.91
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1477
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #09 File Name:

Project:

ITM-23-101-09
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 4th Street
Tuesday October 4, 2023 Coronado Housing Element
Orange Avenue
Southbound
4th Street
Westbound
Orange Avenue
Northbound
4th Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 3
4 6
0 0
0 0
0 2
0 0
0 7
5 4
11 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
4 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 1
0 0
0 0
0 0
0 0
2 7
3 4
2 4
0 3
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 14
8 0
0 0
0 0
6 5
7 8
17 11
7 7
4 7
Ped Total
Bike Total
0 45 4 25 74
0 13 2 0 0 0 0 3 0 0 0 0 18
Orange Avenue
Southbound
4th Street
Westbound
Orange Avenue
Northbound
4th Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 0
1 1
0 4
0 0
0 0
0 0
0 0
0 14
3 3
11 5
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 0
1 0
2 0
0 2
0 0
0 0
0 0
0 0
0 0
0 3
14 4
0 0
0 1
0 0
0 0
3 4
6 12
20 4
0 0
0 0
0 0
0 0
0 1
0 0
3 0
0 1
0 0
0 0
0 0
0 0
9 0
1 0
4 18
5 18
10 15
33 9
13 3
3 1
8 2
21 7
4 6
Ped Total
Bike Total
0 52 11 59 122
1 6 0 0 0 0 0 25 1 0 5 0 38
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1478
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #09 File Name:

Project:

ITM-23-101-09
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 4th Street
Tuesday October 4, 2023 Coronado Housing Element
N
AM: 15 0 1330
1036
274
PM: 7 0 401
0 / 0 4th Street
Time Period
AM = 07:00 to 08:00
PM = 16:15 to 17:15
4th Street 4 / 11
AM:

PM:
0 0
185
221
256
218
3 26
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1479
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #13 File Name:

Project:

ITM-23-101-13
Intersection: LLG Ref. 3-23-3827
Date of Count:

Alameda Boulevard & 6th Street
Wednesday October 5, 2023 Coronado Housing Element
Alameda Boulevard
Southbound
6th Street
Westbound
Alameda Boulevard 6th Street
AM Northbound Eastbound
Left
1 2
2 2
1 1
0 0
Thru
27 31
38 23
36 40
35 45
Right
8 7
Left
3 1
4 1
6 5
3 2
Thru
12 6
6 5
9 5
8 2
Right Left Thru
39 25
26 30
38 28
28 39
Right Left
11 20
15 8
13 18
15 12
Thru Right Total
107
107
112
106
142
125
124
124
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
1 2
1 3
0 1
3 1
1 7
2 4
8 3
6 5
1 2
2 2
6 2
5 1
1 2
3 9
8 5
5 4
2 2
4 4
3 4
2 3
9 15
14 13
14 10
Total
Approach%
Total%
9 2.4

1.0 275

73.5 29.0
90 24.1

9.5 25

27.8 2.6
53 58.9

5.6 12

13.3 1.3
36 11.6

3.8 253

81.6 26.7
21 6.8

2.2 112

64.7 11.8
37 21.4

3.9 24

13.9 2.5
947
AM Intersection Peak Hour: 08:00 to 09:00
Volume
Approach%
Total%
2 1.0

0.4 156

74.6 30.3
51 24.4

9.9 16

35.6 3.1
24 53.3

4.7 5

11.1 1.0
22 13.0

4.3 133

78.7 25.8
14 8.3

2.7 58

63.0 11.3
22 23.9

4.3 12

13.0 2.3
515
PHF 0.95 0.75 0.81 0.85 0.91
Alameda Boulevard 6th Street Alameda Boulevard 6th Street PM Southbound Westbound Northbound Eastbound
Left Thru
63 73
58 58
65 50
47 49
Right
8 5
16 9
9 13
8 8
Left
1 2
2 0
1 2
0 2
Thru
6 3
10 2
6 4
2 5
Right Left Thru
24 20
23 40
38 27
35 42
Right Left
11 8
9 8
12 15
11 10
Thru
9 7
5 3
23 4
6 Right Total
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
27 10
2 6
1 5
1 3
3 0
3 1
1 2
0 3
5 2
4 2
2 3
2 4
2 2
1 2
3 3
2 1
8 2
3 8
1 2
2 2
167
134
136
139
162
130
116
7 136
Total
Approach%
Total%
55 9.3

4.9 463

77.9 41.3
76 12.8

6.8 10

16.4 0.9
38 62.3

3.4 13

21.3 1.2
24 8.3

2.1 249

86.2 22.2
16 5.5

1.4 84

47.7 7.5
64 36.4

5.7 28

15.9 2.5
1120
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
45 13.4

7.8 252

75.2 43.8
38 5 21

63.6 3.6
7 21.2

1.2 13 107 7 36

44.4 6.3
24 29.6

4.2 21

25.9 3.6
576

11.3 6.6

15.2 0.9

10.2 2.3

84.3 18.6

5.5 1.2
PHF 0.85 0.55 0.72 0.72 0.86
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1480
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #13 File Name:

Project:

ITM-23-101-13
Intersection: LLG Ref. 3-23-3827
Date of Count:

Alameda Boulevard & 6th Street
Wednesday October 5, 2023 Coronado Housing Element
Alameda Boulevard
Southbound
6th Street
Westbound
Alameda Boulevard 6th Street
Eastbound Totals AM Northbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
2 1
2 2
2 3
0 4
0 0
1 2
0 0
0 0
1 0
0 0
0 3
2 0
1 1
0 2
0 1
3 1
0 1
3 3
4 2
2 7
0 0
0 0
1 1
0 0
0 1
0 0
6 0
1 0
0 0
0 1
0 0
1 0
1 1
8 6
6 1
2 2
0 0
0 0
0 0
0 0
2 2
1 2
2 1
0 0
0 0
0 2
1 0
0 0
0 6
10 1
5 1
0 0
0 0
0 0
0 0
2 0
2 15
22 10
0 0
0 0
0 0
2 0
0 3
9 23
12 17
7 6
4 4
24 32
18 3 7
3 7
2 16 3
Ped Total 16
Bike Total
22 27 29 94
3 6 9 2 8 2 0 10 3 0 53 2 98
Alameda Boulevard
Southbound
6th Street
Westbound
Alameda Boulevard 6th Street
Eastbound Totals PM Northbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
1 1
0 1
1 0
0 0
1 1
0 0
1 1
1 5
2 2
2 4
0 0
4 1
1 2
0 3
0 1
0 2
1 2
0 1
0 1
0 1
0 0
0 0
0 0
1 2
0 1
1 1
3 3
0 0
0 0
0 0
0 0
1 4
2 1
2 2
2 1
0 0
0 0
0 0
0 0
0 0
0 0
2 0
6 3
0 0
0 0
0 0
0 0
1 1
0 2
0 1
3 3
2 0
0 2
0 4
1 1
3 0
2 1
2 2
1 6
0 0
0 0
0 0
0 0
2 7
4 6
2 5
6 5
11 9
6 9
7 14
12 15
Ped Total
Bike Total
4 7 15 11 37
4 16 12 1 12 0 0 11 0 10 17 0 83
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1481
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #13 File Name:

Project:

ITM-23-101-13
Intersection: LLG Ref. 3-23-3827
Date of Count:

Alameda Boulevard & 6th Street
Wednesday October 5, 2023 Coronado Housing Element
N
AM: 18
PM: 32
51 38
156
252
2 45
16 / 4 6th Street
Time Period
AM = 08:00 to 09:00
PM = 16:00 to 17:00
6th Street 27 / 15
AM: 22
PM: 13
133
107
14 13
7 11
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1482
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #08 File Name:

Project:

ITM-23-101-08
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 6th Street
Wednesday October 5, 2023 Coronado Housing Element
Orange Avenue
Southbound
6th Street
Westbound
Orange Avenue
Northbound
6th Street
AM Eastbound
Left
3 7
9 6
5 11
8 Thru
286
312
296
270
249
206
236
199
Right
14 15
10 13
17 19
9 Left
0 0
0 1
2 0
0 4
Thru
1 3
8 8
10 16
9 Right Left
8 Thru
98 112
75 100
115
109
137
99 Right Left
10 10
7 15
6 21
9 6
Thru
6 5
11 18
21 19
12 7
Right
8 3
7 1
19 17
6 Total
441
488
441
460
479
445
443
356
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
5 4
2 4
1 5
5 7
2 4
1 5
4 2
2 3
13 15
19 30
20 10
4 13 3 2 9
Total
Approach%
Total%
53 2.4

1.5 2054

92.6 57.8
110

5.0 3.1
7 7.1

0.2 58

59.2 1.6
33 33.7

0.9 117

11.9 3.3
845

85.8 23.8
23 2.3

0.6 84

33.2 2.4
99 39.1

2.8 70

27.7 2.0
3553
AM Intersection Peak Hour: 07:15 to 08:15
Volume
Approach%
Total%
27 1,127 55

4.5 2.9
3 7.0

0.2 29

67.4 1.6
11 25.6

0.6 77

15.6 4.1
402

81.5 21.5
14 2.8

0.7 38

30.9 2.0
55 44.7

2.9 30

24.4 1.6
1,868

0.94 2.2

1.4 93.2

60.3 PHF 0.90 0.83 0.83 0.67
Orange Avenue 6th Street Orange Avenue 6th Street
PM Southbound Westbound Northbound Eastbound
Left
8 9
7 7
6 5
3 6
Thru
229
197
210
231
245
230
245
222
Right
13 12
10 7
5 5
10 6
Left Thru
5 5
9 11
9 6
2 9
Right Left
10 13
10 4
8 4
5 5
Thru
121
103
122
110
142
98 Right Left
20 11
28 14
16 9
Thru
39 37
30 19
19 10
13 13
Right
1 7
10 7
7 6
16 4
Total
454
406
446
422
464
381
434
369
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
2 5
2 2
0 2
1 4
5 2
6 9
5 5
4 2
1 5
2 1
2 1
1 2
123
90 11
6 Total
Approach%
Total%
51 2.6

1.5 1809

93.8 53.6
68 3.5

2.0 18

16.1 0.5
56 50.0

1.7 38

33.9 1.1
59 6.0

1.7 909

92.5 26.9
15 1.5

0.4 115

32.6 3.4
180

51.0 5.3
58 16.4

1.7 3376
PM Intersection Peak Hour: 16:15 to 17:15
Volume
Approach%
Total%
29 3.1

1.7 883

93.3 50.8
34 3.6

2.0 9 34

52.3 2.0
22 33.8

1.3 35 477 10 69

33.7 4.0
105

51.2 6.0
31 15.1

1.8 1,738

0.90 13.8

0.5 6.7

2.0 91.4

27.4 1.9

0.6 PHF 0.92 0.74 0.86 0.75
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1483
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #08 File Name:

Project:

ITM-23-101-08
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 6th Street
Wednesday October 5, 2023 Coronado Housing Element
Orange Avenue
Southbound
6th Street
Westbound
Orange Avenue
Northbound
6th Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 5
0 6
4 7
2 1
0 0
0 0
0 0
0 0
0 0
0 1
1 0
1 1
0 0
0 0
0 0
0 1
4 5
4 0
2 4
3 7
0 0
0 0
0 0
0 0
0 0
7 36
51 16
1 0
0 0
0 0
0 0
0 1
4 8
12 17
13 5
0 0
0 0
0 0
0 0
0 0
0 0
1 1
0 0
0 0
0 0
0 0
0 0
1 3
3 0
0 5
3 4
0 0
0 0
0 0
0 0
0 2
3 5
7 1
0 3
0 0
0 0
0 0
0 0
6 0
17 2
15 18
23 29
13 12
10 42
60 18
2 0 0 5
Ped Total 25
Bike Total
29 60 19 133
0 4 1 0 111 0 0 2 0 0 21 0 139
Orange Avenue
Southbound
6th Street
Westbound
Orange Avenue
Northbound
6th Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
4 0
8 0
0 5
0 0
0 0
0 0
0 0
1 1
1 0
0 0
0 3
1 0
0 1
0 0
0 1
0 3
6 4
10 3
0 0
0 0
0 0
0 0
2 1
1 3
0 6
2 3
0 0
0 0
0 0
0 0
5 9
7 3
3 4
1 7
0 0
0 0
0 0
1 0
0 0
0 0
0 3
0 2
0 0
0 1
0 0
0 0
24 9
3 5
8 7
0 3
0 0
0 0
0 0
0 0
9 7
4 1
4 5
6 3
0 0
0 0
0 0
0 0
29 21
20 12
29 14
14 19
13 9
6 6
4 14
9 12
13 4
Ped Total 17
Bike Total
43 39 59 158
0 6 3 0 18 0 1 5 1 0 39 0 73
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1484
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #08 File Name:

Project:

ITM-23-101-08
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 6th Street
Wednesday October 5, 2023 Coronado Housing Element
N
AM:

PM:
5 9
55 34
1127
883
27 29
25 / 17 6th Street
Time Period
AM = 07:15 to 08:15
PM = 16:15 to 17:15
6th Street 60 / 39
AM: 77
PM: 35
402
477
14 10
2 7
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1485
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #07 File Name:

Project:

ITM-23-101-07
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 8th Street
Wednesday October 5, 2023 Coronado Housing Element
Orange Avenue
Southbound
8th Street
Westbound
Orange Avenue
Northbound
8th Street
AM Eastbound
Left
7 7
4 6
6 6
11 4
Thru
262
282
312
239
248
240
202
193
Right
15 15
8 11
12 11
7 Left
1 2
3 3
6 3
5 2
Thru
0 2
7 20
9 8
9 6
Right
0 1
4 13
4 6
6 0
Left
3 12
8 20
16 23
11 10
Thru
83 Right Left
16 8
11 14
25 24
14 13
Thru
3 6
10 10
12 18
18 4
Right
8 4
7 9
6 11
8 Total
400
448
478
453
466
460
406
341
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
2 4
2 1
2 5
7 5
105
102
107
120
105
108
10 89 5
Total
Approach%
Total%
51 2.4

1.5 1978

93.4 57.3
89 4.2

2.6 25

20.8 0.7
61 50.8

1.8 34

28.3 1.0
103

10.8 3.0
819

86.2 23.7
28 2.9

0.8 125

47.3 3.6
81 30.7

2.3 58

22.0 1.7
3452
AM Intersection Peak Hour: 07:30 to 08:30
Volume
Approach%
Total%
22 1,039 42

3.8 2.3
15 17.4

0.8 44

51.2 2.4
27 31.4

1.5 67

13.1 3.6
434

84.9 23.4
10 2.0

0.5 74

47.1 4.0
50 31.8

2.7 33

21.0 1.8
1,857

0.97 2.0

1.2 94.2

56.0 PHF 0.85 0.60 0.93 0.74
Orange Avenue 8th Street Orange Avenue 8th Street
PM Southbound Westbound Northbound Eastbound
Left
7 5
10 7
5 2
7 6
Thru
171
194
188
202
213
223
214
214
Right
15 15
10 13
11 17
11 8
Left
0 1
1 0
3 0
2 1
Thru Right Left
6 11
16 10
5 12
8 10
Thru
95 83
100
99 95
96 91
82 Right Left
21 14
14 6
19 13
17 15
Thru
24 27
11 11
15 12
16 11
Right
12 7
9 5
4 5
6 8
Total
362
372
369
364
382
390
381
362
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
9 6
8 6
3 4
6 7
1 7
1 3
5 2
3 0
1 2
1 2
4 4
0 0
Total
Approach%
Total%
49 2.8

1.6 1619

91.6 54.3
100

5.7 3.4
8 10.1

0.3 49

62.0 1.6
22 27.8

0.7 78

9.4 2.6
741

89.0 24.8
14 1.7

0.5 119

39.4 4.0
127

42.1 4.3
56 18.5

1.9 2982
PM Intersection Peak Hour: 16:45 to 17:45
Volume
Approach%
Total%
21 2.3

1.4 852

92.1 56.2
52 5 19

51.4 1.3
13 35.1

0.9 35 381 10 55

42.6 3.6
54 41.9

3.6 20

15.5 1.3
1,517

0.97 5.6

3.4 0.96

13.5 0.3

8.2 2.3

89.4 25.1

2.3 0.7
PHF 0.84 0.95 0.83
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1486
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #07 File Name:

Project:

ITM-23-101-07
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 8th Street
Wednesday October 5, 2023 Coronado Housing Element
Orange Avenue
Southbound
8th Street
Westbound
Orange Avenue
Northbound
8th Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
6 1
0 4
1 4
0 1
0 0
0 0
0 0
0 0
1 1
0 0
1 0
0 0
0 0
0 0
0 0
4 5
2 3
6 3
2 3
0 0
0 0
0 0
0 0
0 0
0 4
0 1
0 0
0 0
0 0
0 0
0 0
0 2
3 6
2 1
2 7
0 0
0 0
0 0
0 1
0 0
0 0
1 1
0 0
0 0
0 0
0 0
0 0
4 4
5 1
5 9
4 8
0 0
0 0
0 0
0 0
0 2
0 1
1 0
0 2
0 0
0 0
0 0
0 0
8 0
3 1
6 2
2 1
3 11
16 11
13 17
9 22
Ped Total 16
Bike Total
28 23 40 107
1 3 0 0 5 0 1 2 0 0 6 0 18
Orange Avenue
Southbound
8th Street
Westbound
Orange Avenue
Northbound
8th Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 3
0 3
3 8
1 0
0 0
0 0
0 0
0 0
0 0
1 0
0 0
0 2
0 1
0 0
0 0
0 0
0 0
3 13
4 3
0 0
0 0
0 0
0 0
0 1
0 0
2 1
2 0
0 0
0 0
0 0
0 0
6 4
7 10
8 10
9 0
0 1
1 0
0 0
0 0
0 0
1 0
0 0
2 0
0 0
0 0
0 0
0 26
7 6
17 26
15 7
0 0
0 0
0 0
0 0
0 2
1 0
0 0
0 0
0 0
0 0
0 0
0 0
32 14
16 43
41 36
22 34
0 4
3 2
2 1
2 4
5 4 16 14
Ped Total 18
Bike Total
32 70 118 238
0 3 1 0 6 0 2 3 0 0 3 0 18
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1487
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #07 File Name:

Project:

ITM-23-101-07
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 8th Street
Wednesday October 5, 2023 Coronado Housing Element
N
AM:

PM:
4 4
42 52
1039
852
22 21
16 / 18 8th Street
Time Period
AM = 07:30 to 08:30
PM = 16:45 to 17:45
8th Street 23 / 70
AM: 67
PM: 35
434
381
10 10
3 5
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1488
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #06 File Name:

Project:

ITM-23-101-06
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 10th Street
Thursday September 28, 2023 Coronado Housing Element
Orange Avenue
Southbound
10th Street
Westbound
Orange Avenue
Northbound
10th Street
AM Eastbound
Left
9 7
8 9
5 7
11 19
Thru
282
284
217
231
220
202
199
184
Right
8 Left
1 1
0 5
4 0
5 5
Thru
2 7
Right
2 1
7 15
8 8
2 6
Left Thru
107
74 103
113
142
146
112
63 Right Left
10 6
4 5
Thru
7 Right
13 10
12 8
Total
456
428
395
448
459
444
425
366
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
14 16
12 16
22 21
14 17
1 0
2 2
0 5
2 3
12 13
13 14
12 21
15 10
10 17
17 12
17 17
7 14
13 7
9 11
5 9
10 12
16 14
21 10
Total
Approach%
Total%
75 3.7

2.2 1819

90.9 53.2
108

5.4 3.2
21 15.0

0.6 70

50.0 2.0
49 35.0

1.4 132

13.1 3.9
860

85.4 25.1
15 1.5

0.4 68

25.0 2.0
107

39.3 3.1
97 35.7

2.8 3421
AM Intersection Peak Hour: 07:45 to 08:45
Volume
Approach%
Total%
32 3.4

1.8 852

90.3 48.0
60 6.4

3.4 14

15.6 0.8
43 47.8

2.4 33

36.7 1.9
73 12.3

4.1 513

86.2 28.9
9 1.5

0.5 32

21.8 1.8
63 42.9

3.5 52

35.4 2.9
1,776
PHF 0.93 0.66 0.86 0.74 0.97
Orange Avenue 10th Street Orange Avenue 10th Street
PM Southbound Westbound Northbound Eastbound
Left
9 6
12 18
8 14
12 15
Thru
188
214
175
221
188
215
198
183
Right Left
7 4
6 6
4 5
1 3
Thru
8 14
10 9
9 10
5 Right
8 7
9 6
11 8
19 6
Left
10 14
14 8
15 10
15 15
Thru
120
86 91
88 99
83 93
83 Right Left
19 12
12 11
15 8
Thru
14 28
12 24
14 10
12 11
Right
23 31
18 23
19 20
14 11
Total
419
430
369
430
393
397
390
362
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
12 10
5 11
8 6
4 9
1 4
5 5
3 8
1 5
16 12 9
Total
Approach%
Total%
94 5.4

2.9 1582

90.9 49.6
65 3.7

2.0 36

19.3 1.1
77 41.2

2.4 74

39.6 2.3
101

11.5 3.2
743

84.8 23.3
32 3.7

1.0 102

26.4 3.2
125

32.4 3.9
159

41.2 5.0
3190
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
45 5.1

2.7 798

90.6 48.4
38 23 41

43.6 2.5
30 31.9

1.8 46 385 15 54

23.8 3.3
78 34.4

4.7 95

41.9 5.8
1,648

0.96 4.3

2.3 0.88

24.5 1.4

10.3 2.8

86.3 23.4

3.4 0.9
PHF 0.94 0.85 0.80
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1489
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #06 File Name:

Project:

ITM-23-101-06
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 10th Street
Thursday September 28, 2023 Coronado Housing Element
Orange Avenue
Southbound
10th Street
Westbound
Orange Avenue
Northbound
10th Street
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
7 2
17 4
0 0
0 0
0 0
0 0
0 0
0 0
1 0
2 0
0 0
0 0
0 0
0 0
4 5
0 8
1 5
2 0
0 1
0 0
0 0
0 1
1 2
0 7
9 1
2 0
0 0
0 0
0 0
0 0
1 2
5 1
5 8
0 2
0 0
0 0
0 0
0 0
0 0
0 0
2 0
0 3
0 0
0 0
0 0
0 0
5 5
19 6
0 0
0 0
0 0
0 0
1 2
1 1
5 2
0 2
1 0
0 1
0 0
1 1
17 14
41 19
18 58
39 67
3 5
1 9
17 3
4 8
21 21
26 24
16 39
5 7
Ped Total 102
Bike Total
25 24 122 273
0 3 0 2 22 0 0 5 0 0 14 4 50
Orange Avenue
Southbound
10th Street
Westbound
Orange Avenue
Northbound
10th Street
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
24 11
25 14
16 12
19 14
0 0
0 0
0 0
0 0
0 2
0 1
2 0
0 0
0 0
0 0
0 0
0 0
0 7
24 25
8 12
8 0
0 0
0 2
0 0
0 0
3 7
1 1
2 0
4 8
0 0
0 0
0 0
0 0
16 15
37 29
30 23
32 26
0 0
0 0
0 0
0 0
0 0
1 0
0 2
0 0
0 0
0 0
0 0
0 0
44 32
28 42
46 29
16 15
0 0
0 0
0 0
2 0
2 8
1 0
1 2
6 0
0 0
1 0
0 0
0 0
84 65
114
110
100
76 5
17 4
4 5
4 12
8 75
55 Ped Total 135
Bike Total
84 208 252 679
0 5 0 2 26 0 0 3 0 2 20 1 59
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1490
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #06 File Name:

Project:

ITM-23-101-06
Intersection: LLG Ref. 3-23-3827
Date of Count:

Orange Avenue & 10th Street
Thursday September 28, 2023 Coronado Housing Element
N
AM:

PM:
3 5
60 38
852
798
32 45
102 / 135 10th Street
Time Period
AM = 07:45 to 08:45
PM = 16:00 to 17:00
10th Street 24 / 208
AM: 73
PM: 46
513 9 5
385 15 3
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1491
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #05 File Name:

Project:

ITM-23-101-05
Intersection: LLG Ref. 3-23-3827
Date of Count:

Pomona Avenue & Glorietta Boulevard
Thursday September 28, 2023 Coronado Housing Element
Pomona Avenue
Southbound
Glorietta Boulevard - Glorietta Boulevard
AM Westbound Northbound Eastbound
Left
0 2
1 0
2 0
1 2
Thru Right
37 36
45 40
80 65
80 64
Left Thru Right Left
0 0
0 0
0 0
0 0
Thru Right Left
140
106
115
102
92 83
114
80 Thru
23 38
38 30
31 45
42 52
Right Total
202
185
202
179
212
203
247
205
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 3
3 7
6 9
8 6
0 0
0 0
1 1
2 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
Total
Approach%
Total%
8 1.8

0.5 0
-
-
447

98.2 27.3
0 -
-
44 89.8

2.7 5

10.2 0.3
0 -
-
0 -
-
0 -
-
832

73.6 50.9
299

26.4 18.3
0 -
-
1635
AM Intersection Peak Hour: 08:00 to 09:00
Volume
Approach%
Total%
5 1.7

0.6 - 289

98.3 33.3

0.90 - 29

85.3 3.3
5 14.7

0.6 - - - 369

68.5 42.6
170

31.5 19.6
- 867
-
-
-
-
-
-
-
-
-
-
-
-
PHF 0.85 #DIV/0! 0.86 0.88
Pomona Avenue Glorietta Boulevard - Glorietta Boulevard PM Southbound Westbound Northbound Eastbound
Left
1 2
0 1
0 4
1 0
Thru Right
38 47
55 60
41 55
41 38
Left Thru
12 7
Right Left
0 0
0 0
0 0
0 0
Thru Right Left Thru
45 48
38 34
48 44
38 39
Right Total
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 1
2 0
4 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
103
90 98
76 84
84 81
62 0
0 0
0 0
0 0
0 199
196
200
186
187
198
175
149
9 14
12 11
10 10
Total
Approach%
Total%
9 2.3

0.6 0
-
-
375

97.7 25.2
0 -
-
85 90.4

5.7 9

9.6 0.6
0 -
-
0 -
-
0 -
-
678

67.0 45.5
334

33.0 22.4
0 -
-
1490
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
4 2.0

0.5 - 200

98.0 25.6

0.84 - 42 3 - - - 367 165 - 781
-
-
-
-

93.3 5.4

6.7 0.4

0.75 -
-
-
-
-
-

69.0 47.0

31.0 21.1
-
-
PHF #DIV/0! 0.90 0.98
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1492
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #05 File Name:

Project:

ITM-23-101-05
Intersection: LLG Ref. 3-23-3827
Date of Count:

Pomona Avenue & Glorietta Boulevard
Thursday September 28, 2023 Coronado Housing Element
Pomona Avenue
Southbound
Glorietta Boulevard - Glorietta Boulevard
Eastbound Totals AM Westbound Northbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
1 3
8 5
3 6
5 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 2
0 2
0 3
0 0
0 0
0 1
2 0
1 0
0 0
0 0
0 0
0 0
0 0
0 1
2 2
0 1
0 0
0 4
2 2
1 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 1
1 0
2 0
0 1
0 5
9 9
4 1
2 2
5 4
5 4
0 3
0 0
0 0
0 0
0 0
1 3
8 7
6 6
8 1
3 5
5 16
18 20
5 6
Ped Total 32
Bike Total
4 0 4 40
0 0 8 0 6 10 0 0 0 29 25 0 78
Pomona Avenue
Southbound
Glorietta Boulevard - Glorietta Boulevard Totals PM Westbound Northbound Eastbound Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 2
3 8
5 2
1 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
0 0
0 0
2 5
1 4
0 0
0 3
0 1
0 0
0 0
0 0
0 0
0 0
0 2
2 1
1 0
7 3
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
2 1
3 3
1 1
1 0
2 4
3 5
2 4
2 16
0 0
0 0
0 0
0 0
0 2
3 11
5 3
4 7
8 9
6 10
11 25
1 0
Ped Total 21
Bike Total
4 0 0 25
1 0 12 0 16 1 0 0 0 12 38 0 80
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1493
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #05 File Name:

Project:

ITM-23-101-05
Intersection: LLG Ref. 3-23-3827
Date of Count:

Pomona Avenue & Glorietta Boulevard
Thursday September 28, 2023 Coronado Housing Element
N
AM: 8 289
200
0 5
PM: 13 0 4
32 / 21 Glorietta Boulevard
Time Period
AM = 08:00 to 09:00
PM = 16:00 to 17:00
Glorietta Boulevard 0 / 0
AM: 0
PM: 0
0 0
0 0
0 0
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1494
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #04 File Name:

Project:

ITM-23-101-04
Intersection:

Date of Count:

Orange Avenue & Adella Avenue & Rh Dana Place
Thursday September 28, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
Orange Avenue
Southbound
Adella Avenue
Westbound
Orange Avenue
Northbound
Rh Dana Place
AM Eastbound
Left
5 5
6 4
9 8
4 2
Thru
226
271
215
164
165
196
135
132
Right
22 34
18 33
15 16
60 13
Left
1 0
6 2
6 7
5 5
Thru
1 1
4 4
10 9
6 Right Left
101
70 84
78 71
100
94 Thru
131
86 125
140
177
173
124
98 Right Left
4 5
4 7
7 10
6 Thru Right
36 20
27 21
15 19
33 46
Total
541
507
497
460
485
549
484
399
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
4 6
3 1
3 2
5 3
5 3
2 3
2 5
5 4
5 6
3 3
5 4
7 11 75 5 5
Total
Approach%
Total%
43 2.4

1.1 1504

85.6 38.3
211

12.0 5.4
32 30.5

0.8 46

43.8 1.2
27 25.7

0.7 673

38.3 17.2
1054

60.0 26.9
29 1.7

0.7 48

15.8 1.2
38 12.5

1.0 217

71.6 5.5
3922
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
20 2.0

1.0 876

87.3 43.7
107

10.7 5.3
9 27.3

0.4 10

30.3 0.5
14 42.4

0.7 333

40.2 16.6
482

58.2 24.0
13 1.6

0.6 20

14.2 1.0
17 12.1

0.8 104

73.8 5.2
2,005
PHF 0.81 0.63 0.87 0.78 0.93
Orange Avenue Adella Avenue Orange Avenue Rh Dana Place PM Southbound Westbound Northbound Eastbound
Left
15 12
4 10
16 14
13 12
Thru
197
258
155
227
180
188
177
146
Right
22 23
18 18
18 12
21 35
Left
1 7
26 6
2 7
5 4
Thru Right Left
40 47
20 29
38 38
37 27
Thru
95 106
71 94
87 89
91 79
Right Left
14 13
22 11
27 13
18 16
Thru
19 28
53 17
9 14
5 13
Right Total
508
623
477
504
455
435
436
381
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
1 11
1 8
6 2
5 6
3 5
5 4
6 8
7 7
2 3
2 5
1 4
3 1
99 110
100
75 65
46 54
35 Total
Approach%
Total%
96 5.4

2.5 1528

85.3 40.0
167

9.3 4.4
58 40.6

1.5 40

28.0 1.0
45 31.5

1.2 276

27.4 7.2
712

70.6 18.6
21 2.1

0.5 134

15.3 3.5
158

18.0 4.1
584

66.7 15.3
3819
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
41 4.3

1.9 837

87.3 39.6
81 8.4

3.8 40

51.3 1.9
21 17 136 366 12 60 117 384 2,112

0.85 26.9

1.0 21.8

0.8 0.61

26.5 6.4

71.2 17.3

2.3 0.6

0.82 10.7

2.8 20.9

5.5 68.4

18.2 PHF 0.82 0.80
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1495
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #04 File Name:

Project:

ITM-23-101-04
Intersection:

Date of Count:

Orange Avenue & Adella Avenue & Rh Dana Place
Thursday September 28, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
Orange Avenue
Southbound
Adella Avenue
Westbound
Orange Avenue
Northbound
Rh Dana Place
Eastbound Totals AM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
7 7
10 2
10 3
11 15
0 0
0 0
0 0
0 0
1 0
0 3
0 0
0 0
0 0
0 0
0 0
0 0
10 8
3 13
9 7
0 0
0 0
0 0
0 0
0 1
0 2
0 1
0 0
0 0
0 0
0 0
0 0
8 0
0 1
1 9
3 0
0 0
1 0
0 4
0 0
4 0
0 0
0 1
0 0
0 11
9 0
0 0
0 0
0 0
0 2
0 1
0 0
0 0
0 0
3 0
0 0
0 0
0 36
42 33
50 53
33 51
55 3
5 2
6 14
4 18
10 21
18 9
10 14
16 14
13 26
8 2
19 12
0 4
Ped Total
Bike Total
65 60 115 113 353
0 4 0 0 4 0 14 9 1 0 3 3 38
Orange Avenue
Southbound
Adella Avenue
Westbound
Orange Avenue
Northbound
Rh Dana Place
Eastbound Totals PM
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
23 38
28 31
21 22
26 36
0 0
0 0
0 0
0 0
2 0
0 1
2 0
0 1
0 0
0 0
0 0
0 0
0 2
8 20
32 22
19 19
0 0
0 0
0 0
0 0
0 1
0 0
2 0
0 1
0 0
0 0
1 0
0 0
10 11
24 36
26 36
22 26
0 0
0 1
0 0
8 0
0 1
0 0
0 1
0 0
0 0
0 0
0 0
0 1
47 99
31 68
56 55
47 32
0 0
0 0
0 0
0 0
2 2
1 4
1 1
2 0
0 0
0 1
0 2
0 0
80 150
91 155
135
135
114
113
4 4
1 7
6 4
10 3
Ped Total 225
Bike Total
122 191 435 973
0 6 0 0 4 1 9 2 1 0 13 3 39
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1496
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #04 File Name:

Project:

ITM-23-101-04
Intersection:

Date of Count:

Orange Avenue & Adella Avenue & Rh Dana Place
Thursday September 28, 2023
LLG Ref. 3-23-3827
Coronado Housing Element
N
AM:

PM:
4 6
107
81 876
837
20 41
65 / 225 Adella Avenue
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
Rh Dana Place 115 / 191
AM: 333
PM: 136
482
366
13 12
24 12
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1497
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_Or_Pom AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Groups Printed- Total Volume
Orange Avenue Pomona Avenue
Southbound
Orange Avenue
Westbound Northbound
Right
134
Start Time
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Left
0 0
0 0
Thru
253
266
224
210
953
App. Total Left
26 30
28 28
Right App. Total Thru
189
200
206
264
859
App. Total
323
Int. Total
253 603
266
224
210
953
1 1
1 0
3 27
31 29
28 115
158
134
129
555
358
340
393
1414
655
593
631
0 112 2482
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0 0
0 0
0 231
208
189
136
764
231
208
189
136
764
64 77
57 54
252
1 1
0 1
3 65
78 57
55 255
326
235
174
171
906
132
133
106
73 458
368
280
244
1350
754
654
526
435
444 2369
Grand Total
Apprch %
Total %
0 0
0 1717
100

35.4 1717

35.4 364

98.4 7.5
6 1.6

0.1 370

7.6 1765

63.9 36.4
999

36.1 20.6
2764
57 4851
Orange Avenue
Southbound
Pomona Avenue
Westbound
Orange Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM
07:30 AM
07:45 AM
08:00 AM
Total Volume
% App. Total
PHF
0 0
0 0
0 266
224
210
231
931
100
.875
266
224
210
231
931
30 28
28 64
150
1 1
0 1
3 31
29 28
65 153
200
206
264
326
996

64.3 .764
158
134
129
132
553

35.7 .875
358
340
393
458
1549
655
593
631
754
2633
0 98
.586
2 .000 .875 .750 .588 .846 .873
City of Coronado Page 1498
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_Or_Pom AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Out
999
In
931
Total
1930
931 0
Thru Left
Peak Hour Data
North
Peak Hour Begins at 07:15 AM
Total Volume
Thru Right
996 553
1081
Out
1549
In
2630
Total
Orange Avenue
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 08:00 AM 07:30 AM
+0 mins. 206
+15 mins.
+30 mins.
+45 mins.

Total Volume
% App. Total
PHF
0 0
0 0
0 253
266
224
210
953
100
.896
253
266
224
210
953
64 77
57 54
252

98.8 .818
1 1
0 1
3 65
78 57
55 255
134
129
132
133
528

33.9 .985
340
393
458
368
1559
264
326
235
1031

66.1 .791
0 1.2
.000 .896 .750 .817 .851
City of Coronado Page 1499
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_Or_Pom PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Groups Printed- Total Volume
Orange Avenue Pomona Avenue
Southbound
Orange Avenue
Westbound Northbound
Right
146
Start Time
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
Left
0 0
0 0
Thru
255
App. Total Left
43 34
58 65
Right App. Total Thru
133
127
135
108
503
App. Total
279
Int. Total
255 578
255
283
267
1060
1 1
5 0
7 44
35 63
65 207
255
283
267
1060
144
134
112
536
271
269
220
1039
561
615
552
0 200 2306
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0 0
0 0
0 256
213
197
226
892
256
213
197
226
892
58 52
68 57
235
1 1
1 1
4 59
53 69
58 239
109
118
90 102
419
110
102
95 77
384
219
220
185
179
803
534
486
451
463
1934
Grand Total
Apprch %
Total %
0 0
0 1952
100
46 1952
46 435

97.5 10.3
11 2.5

0.3 446 922

50.1 21.7
920

49.9 21.7
1842

43.4 4240

10.5 Orange Avenue
Southbound
Pomona Avenue
Westbound
Orange Avenue
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total Volume
% App. Total
PHF
0 0
0 0
0 255
255
283
267
1060
255
255
283
267
1060
43 34
58 1
1 5
0 7
44 35
63 65
207
133
127
135
108
503

48.4 .931
146
144
134
112
536

51.6 .918
279
271
269
220
1039
578
561
615
552
2306
65 200

96.6 .769
0 100
.936

3.4 .000 .936 .350 .796 .931 .937
City of Coronado Page 1500
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_Or_Pom PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Out
510
In
1060
Total
1570
1060 0
Thru Left
Peak Hour Data
North
Peak Hour Begins at 04:00 PM
Total Volume
Thru Right
503 536
1260
Out
1039
In
2299
Total
Orange Avenue
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:45 PM 04:00 PM
+0 mins. 133
+15 mins.
+30 mins.
+45 mins.

Total Volume
% App. Total
PHF
0 0
0 255
283
267
255
283
267
65 58
52 0
1 1
65 59
53 146
144
134
112
536

51.6 .918
279
271
269
220
1039
127
135
0 0
0 256
1061
100
256
1061
68 1
3 1.2
.750
69 246
108
503

48.4 .931
243

98.8 .000 .937 .937 .893 .891 .931
City of Coronado Page 1501
Attachment 9
Location:

N/S:

E/W:

Coronado
Orange Avenue
Pomona Avenue
Date: 11/2/2023
Day: Thursday

PEDESTRIANS
North Leg
Orange Avenue
Pedestrians
East Leg
Pomona Avenue
Pedestrians
South Leg
Orange Avenue
Pedestrians
West Leg
Dead End
Pedestrians
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 1
1 6
1 8
2 1
1 1
1 0
2 1
2 4
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 2
2 6
3 9
4 5
TOTAL VOLUMES: 20 12 0 0 32
North Leg
Orange Avenue
Pedestrians
East Leg
Pomona Avenue
Pedestrians
South Leg
Orange Avenue
Pedestrians
West Leg
Dead End
Pedestrians
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
5 4
4 8
3 15
7 8
1 5
0 4
6 14
5 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 9
4 12
9 29
12 9
TOTAL VOLUMES: 54 36 0 0 90
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
City of Coronado Page 1502
Attachment 9
Location:

N/S:

E/W:

Coronado
Orange Avenue
Pomona Avenue
Date: 11/2/2023
Day: Thursday

BICYCLES
Southbound
Orange Avenue
Thru
Westbound
Pomona Avenue
Thru
Northbound
Orange Avenue
Thru
Eastbound
Dead End
Left Thru
0 0
0 0
0 0
Right Left
0 0
0 0
Right Left
0 0
0 0
Right Left
0 0
0 0
Right
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 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
1 0
0 3
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0
0 3
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 1
0 0
0 0
0 0
0 0
TOTAL VOLUMES: 0 0 0 0 0 0 0 7 0 0 0 0 7
Southbound
Orange Avenue
Thru
Westbound
Pomona Avenue
Thru
Northbound
Orange Avenue
Thru
Eastbound
Dead End
Left Right Left Right Left Right Left Thru Right
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 0
0 0
0 0
2 0
2 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 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 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
2 0
4 8
5 1
TOTAL VOLUMES: 0 11 0 0 0 1 0 8 0 0 0 0 20
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
City of Coronado Page 1503
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 02_CNO_Or_ADS AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
N/S: Orange Avenue/Silver Strand Blvd
E/W: Avenida Del Sol
Weather: Clear
Groups Printed- Total Volume
Orange Avenue
Southbound
Avenida Del Sol
Westbound
Silver Strand Boulevard Avenida Del Sol
Northbound Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0 0
0 0
0 265
287
245
233
1030
10 13
6 7
36 275
300
0 0
1 0
1 0
0 0
0 0
1 2
0 0
3 1
2 1
0 4
2 4
1 5
312
358
319
375
0 2
0 1
3 314
364
10 5
0 0
1 0
1 1
1 2
1 5
11 6
601
672
593
634
251
240
1066
320
381
1379
18 12
45 21
13 12 1364 51 2500
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0 0
0 0
0 285
283
206
186
960
16 18
14 11
59 301
301
220
197
1019
0 0
0 0
0 0
0 0
1 1
1 3
0 0
4 1
3 0
1 5
10 424 1
1 2
0 4
435
373
249
233
1290
17 13
7 11
48 0
0 0
1 1
2 0
3 1
6 19
13 10
13 55
756
690
479
444
2369
3 2
2 369
245
231
17 1269
Grand Total
Apprch %
Total %
0 0
0 1990

95.4 40.9
95 4.6
2 2085

42.8 1 1 7 9 29 2633

1.1 98.7

0.6 54.1
7 0.3

0.1 2669

54.8 93

87.7 1.9
2 11 106

2.2 4869

11.1 11.1 77.8 1.9 10.4
0 0 0.1 0.2 0 0.2
Orange Avenue
Southbound
Avenida Del Sol
Westbound
Silver Strand Boulevard
Northbound
Avenida Del Sol
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM
07:45 AM
08:00 AM
08:15 AM
Total Volume
% App. Total
0 0
0 0
0 0
245
233
285
283
1046
6 7
16 18
47 4.3
251
240
301
301
1093
1 0
0 0
1 0
0 0
0 0
0 0
0 1
3 4
1 0
1 3
5 1
5 10
3 319
375
424
369
0 1
1 1
3 320
381
435
373
1509
18 12
17 13
60 1
0 0
0 1
2 1
2 0
5 21
13 19
13 66
593
634
756
690
19 1487 2673

95.7 20 80 1.3 98.5 0.2 90.9 1.5 7.6
PHF .000 .918 .653 .908 .250 .000 .333 .417 .475 .877 .750 .867 .833 .250 .625 .786 .884 City of Coronado Page 1504
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 02_CNO_Or_ADS AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
N/S: Orange Avenue/Silver Strand Blvd
E/W: Avenida Del Sol
Weather: Clear
Out
1551
In
1093
Total
2644
47 1046 0
Right Thru Left
Peak Hour Data
North
Peak Hour Begins at 07:30 AM
Total Volume
Left Thru Right
19 1487 3
1052
Out
1509
In
2561
Total
Silver Strand Boulevard
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
% App. Total
0 0
0 0
0 0
245
233
285
283
1046

95.7 6
7 16
18 47

4.3 251
240
301
301
1093
1 0
0 0
0 0
0 0
0 1
3 4
1 0
1 3
5 1
5 319
375
424
369
0 1
1 1
3 320
381
435
373
1509
18 12
1 0
0 0
1 2
1 2
0 5
21 13
19 13
66 0
0 0
1 20
10 3
17 13
60 90.9
19 1487

1.3 98.5
.417 .475 .877 .750
80 0.2 1.5 7.6
PHF .000 .918 .653 .908 .250 .000 .333 .867 .833 .250 .625 .786 City of Coronado Page 1505
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 02_CNO_Or_ADS PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
N/S: Orange Avenue/Silver Strand Blvd
E/W: Avenida Del Sol
Weather: Clear
Groups Printed- Total Volume
Orange Avenue
Southbound
Avenida Del Sol
Westbound
Silver Strand Boulevard Avenida Del Sol
Northbound Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total 04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0 0
0 0
0 277
284
309
303
1173
19 15
19 26
79 296
299
0 0
0 0
0 0
0 0
0 0
0 2
0 1
3 0
2 0
1 3
3 0
2 1
6 263
253
237
195
948
3 6
0 5
14 269
259
239
201
968
15 24
19 19
77 0
0 1
0 1
12 11
3 4
30 27
35 592
595
590
554
328
329
1252
23 23
108 2331
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
1 1
0 0
2 294
238
245
262
35 21
22 28
330
260
267
290
1147
0 0
0 0
0 1
0 1
0 2
2 6
0 4
12 3
6 1
4 14
0 4
2 2
8 196
189
157
146
688
1 1
2 3
7 197
194
161
151
703
20 21
23 24
88 0
1 1
0 2
7 3
5 6
21 27
25 29
30 111
557
485
458
475
1039 106 1975
Grand Total
Apprch %
Total %
2 2212 185 2399

55.7 0
0 0
2 15 17 14 1636

0.8 97.9
21 1.3

0.5 1671 165

75.3 3 51 219

5.1 4306

0.1 92.2
0 7.7

4.3 11.8 88.2 1.4 23.3

51.4 0 0.3 0.4 0.3 38 38.8 3.8 0.1 1.2
Orange Avenue
Southbound
Avenida Del Sol
Westbound
Silver Strand Boulevard
Northbound
Avenida Del Sol
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right App. Total App. Total App. Total App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total Volume
% App. Total
0 0
0 0
0 0
277
284
309
303
1173
19 15
19 26
79 6.3
296
299
328
329
1252
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 1
3 0
2 0
1 3
3 0
2 1
6 263
253
237
195
948
3 6
0 5
14 269
259
239
201
968
15 24
19 19
77 0
0 1
0 1
12 11
3 4
30 27
35 23
23 108
592
595
590
554
2331

93.7 100 0.6 97.9 1.4 71.3 0.9 27.8
PHF .000 .949 .760 .951 .000 .000 .375 .375 .500 .901 .583 .900 .802 .250 .625 .771 .979 City of Coronado Page 1506
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 02_CNO_Or_ADS PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
N/S: Orange Avenue/Silver Strand Blvd
E/W: Avenida Del Sol
Weather: Clear
Out
1028
In
1252
Total
2280
79 1173 0
Right Thru Left
Peak Hour Data
North
Peak Hour Begins at 04:00 PM
Total Volume
Left Thru Right
6 948 14
1203
Out
968
In
2171
Total
Silver Strand Boulevard
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 04:00 PM 05:00 PM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
% App. Total
0 0
0 1
1 284
309
303
294
1190
15 19
26 35
95 7.4
299
328
329
330
1286
0 0
0 0
0 0
1 0
1 0
2 2
6 0
4 12
3 6
1 4
14 3
0 2
1 6
263
253
237
195
948
3 6
0 5
14 1.4
269
259
239
201
968
20 21
0 1
1 0
2 7
3 5
6 21
27 25
29 30
111
23 24
88 0.1 92.5 79.3
PHF .250 .963 .679

14.3 85.7 0.6 97.9
.583 .500 .901 .583

1.8 18.9
.974 .000 .500 .500 .900 .917 .500 .750 .925
City of Coronado Page 1507
Attachment 9
Location:

N/S:

E/W:

Coronado
Orange Ave/Silver Strand Blvd
Avenida Del Sol
Date: 11/2/2023
Day: Thursday

PEDESTRIANS
North Leg
Orange Avenue
Pedestrians
East Leg
Avenida Del Sol
Pedestrians
South Leg
Silver Strand Boulevard
Pedestrians
West Leg
Avenida Del Sol
Pedestrians
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
0 0
0 0
0 0
0 0
1 0
2 0
0 1
0 1
1 1
3 5
3 7
3 7
2 1
2 4
3 12
4 3
4 2
7 9
6 20
7 11
TOTAL VOLUMES: 0 5 30 31 66
North Leg
Orange Avenue
Pedestrians
East Leg
Avenida Del Sol
Pedestrians
South Leg
Silver Strand Boulevard
Pedestrians
West Leg
Avenida Del Sol
Pedestrians
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 0
0 0
4 0
2 4
1 1
0 2
7 7
12 5
8 12
19 21
14 8
23 12
25 26
41 46
22 28
223
15 10
21 24
8 18
TOTAL VOLUMES: 0 14 110 99
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
City of Coronado Page 1508
Attachment 9
Location:

N/S:

E/W:

Coronado
Orange Ave/Silver Strand Blvd
Avenida Del Sol
Date: 11/2/2023
Day: Thursday

BICYCLES
Southbound
Orange Avenue
Westbound
Avenida Del Sol
Thru
Northbound
Silver Strand Boulevard
Eastbound
Avenida Del Sol
Left
0 0
0 0
0 0
0 0
Thru Right Left
0 0
0 0
Right Left Thru Right Left
0 0
0 0
Thru Right
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
1 0
0 0
0 1
0 0
0 0
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 3
1 2
4 0
0 0
2 0
0 0
0 0
0 0
0 0
0 1
1 0
0 0
0 0
0 0
5 0
1 4
6 4
1 3
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 2
0 0
0 0
0 0
1 1
0 0
TOTAL VOLUMES: 0 2 2 0 0 0 9 6 0 1 4 0 24
Southbound
Orange Avenue
Thru
Westbound
Avenida Del Sol
Thru
Northbound
Silver Strand Boulevard
Eastbound
Avenida Del Sol
Left Right Left Right Left Thru Right Left Thru Right
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
0 0
0 0
0 5
0 0
1 0
0 1
0 1
0 0
1 0
3 0
1 2
1 0
0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 0
0 0
0 0
0 0
0 0
0 2
0 1
0 1
1 0
0 0
0 0
2 0
6 1
0 0
0 0
0 1
0 7
0 0
0 0
0 0
0 0
1 0
0 2
1 1
1 1
0 1
3 1
0 0
0 0
3 3
8 5
4 11
9 9
TOTAL VOLUMES: 5 3 8 0 2 0 5 9 8 0 7 5 52
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
City of Coronado Page 1509
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #02 File Name:

Project:

ITM-23-101-02
Intersection: LLG Ref. 3-23-3827
Date of Count:

Silver Strand Blvd & Avenue De La Arenas
Wednesday September 26, 2023 Coronado Housing Element
Silver Strand Boulevard Avenue De La Arenas Silver Strand Boulevard Avenue De La Arenas AM Southbound Westbound Northbound Eastbound
Left
3 3
1 9
6 5
5 13
Thru
250
233
230
221
225
275
257
289
Right
4 16
7 13
16 12
15 20
Left
1 0
0 1
2 10
2 Thru Right Left
2 9
4 9
7 19
6 Thru
383
360
400
446
315
370
346
226
Right
8 8
13 8
1 10
16 21
Left
7 11
15 9
10 17
9 Thru Right Total
661
646
675
723
588
725
662
634
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 4
0 1
1 2
0 2
0 2
0 3
2 2
3 4
2 2
3 2
2 3
3 1
4 25 13 14 5
Total
Approach%
Total%
45 2.1

0.8 1980

93.0 37.3
103

4.8 1.9
41 77.4

0.8 4

7.5 0.1
8 15.1

0.2 69

2.3 1.3
2846

94.9 53.6
85 2.8

1.6 92

69.2 1.7
18 13.5

0.3 23

17.3 0.4
5314
AM Intersection Peak Hour: 07:30 to 08:30
Volume
Approach%
Total%
21 2.1

0.8 951

93.2 35.1
48 4.7

1.8 13

72.2 0.5
- 5

27.8 0.2
39 1,531 32

2.0 1.2
51 71.8

1.9 11

15.5 0.4
9 12.7

0.3 2,711

0.93 -
-

2.4 1.4

95.6 56.5
PHF 0.87 0.38 0.87 0.81
Silver Strand Boulevard Avenue De La Arenas Silver Strand Boulevard Avenue De La Arenas PM Southbound Westbound Northbound Eastbound
Left
11 13
12 8
15 17
12 5
Thru
294
318
302
311
286
255
217
199
Right
19 25
8 16
13 11
16 14
Left
10 7
7 3
6 5
10 7
Thru Right Left
9 6
9 6
1 5
8 6
Thru
262
214
210
207
243
194
191
157
Right Left
16 12
18 17
11 18
12 13
Thru Right Total
656
629
601
585
593
516
479
409
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
1 2
2 0
0 3
0 1
1 3
2 3
4 1
1 1
21 12
14 8
5 6
1 2
0 2
0 1
1 0
11 15
17 4
9 0
8 2
3 4
Total
Approach%
Total%
93 3.9

2.1 2182

91.0 48.8
122

5.1 2.7
55 68.8

1.2 9

11.3 0.2
16 20.0

0.4 50

2.8 1.1
1678

93.0 37.6
76 4.2

1.7 117

62.6 2.6
7 3.7

0.2 63

33.7 1.4
4468
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
44 1,225 68

5.1 2.8
27 65.9

1.1 5 9 30 893

91.3 36.1
55 63 5 47 2,471

0.94 3.3

1.8 91.6

49.6 12.2

0.2 22.0

0.4 0.85

3.1 1.2

5.6 2.2

0.84 54.8

2.5 4.3

0.2 40.9

1.9 PHF 0.94 0.82
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1510
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #02 File Name:

Project:

ITM-23-101-02
Intersection: LLG Ref. 3-23-3827
Date of Count:

Silver Strand Blvd & Avenue De La Arenas
Wednesday September 26, 2023 Coronado Housing Element
Silver Strand Boulevard Avenue De La Arenas Silver Strand Boulevard Avenue De La Arenas Eastbound Totals AM Southbound Westbound Northbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
5 1
0 1
3 3
1 2
0 0
1 0
0 3
1 0
5 5
4 1
8 2
6 2
0 0
0 0
0 0
0 1
6 2
4 0
1 1
1 0
0 0
0 0
1 0
0 1
0 0
0 0
0 0
0 5
0 0
1 0
0 0
1 0
2 2
6 0
5 3
2 4
0 0
0 0
0 0
0 0
4 3
11 16
13 6
0 0
5 2
9 2
4 0
0 0
0 0
0 3
0 0
0 1
1 0
1 1
1 0
0 0
0 0
1 1
1 2
0 0
0 0
0 2
0 0
13 5
10 1
9 10
4 9
9 23
19 33
17 15
13 1
2 6
Ped Total 16
Bike Total
15 24 3 58
5 33 1 2 5 2 0 56 22 5 5 2 138
Silver Strand Boulevard Avenue De La Arenas Silver Strand Boulevard Avenue De La Arenas Totals PM Southbound Westbound Northbound Eastbound Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
1 2
2 7
6 5
10 0
0 2
0 0
0 0
0 0
11 9
6 2
2 3
0 6
0 0
0 0
0 0
0 0
0 0
1 3
2 1
1 1
0 0
0 0
0 1
0 0
0 1
0 0
0 1
3 0
0 0
1 1
2 0
2 1
2 5
7 4
0 0
2 2
0 0
0 0
0 0
0 0
2 12
8 1
5 13
4 5
1 1
1 0
1 0
0 7
2 0
0 1
0 0
0 0
0 0
1 1
0 0
0 0
2 1
1 1
0 1
3 2
0 0
0 0
0 0
0 0
5 7
10 15
8 6
13 3
16 26
18 6
10 19
12 21
Ped Total 33
Bike Total
9 22 3 67
2 39 0 1 5 7 0 50 11 2 11 0 128
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1511
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #02 File Name:

Project:

ITM-23-101-02
Intersection: LLG Ref. 3-23-3827
Date of Count:

Silver Strand Blvd & Avenue De La Arenas
Wednesday September 26, 2023 Coronado Housing Element
N
AM: 39
PM: 41
48 951 21
68 1225 44
16 / 33 Avenue De La Arenas
Time Period
AM = 07:30 to 08:30
PM = 16:00 to 17:00
Avenue De La Arenas 24 / 22
AM: 39
PM: 30
1531
893
32 55
78 61
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1512
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_SS_Ren AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
N/S: Silver Strand Boulevard (SR-75)
E/W: Rendova Road
Weather: Clear
Groups Printed- Total Volume
Silver Strand Boulevard
Southbound
Rendova Road
Westbound
Silver Strand Boulevard
Northbound
Rendova Road
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 612
676
641
650
2579
App. Total App. Total App. Total App. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
64 110
89 99
112
129
148
488
0 0
0 0
0 163
222
218
266
869
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 0 0
0 0
0 0
425
429
401
373
1628
24 25
22 10
81 449
454
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 1
0 0
0 0
423
383
1709
118
Total 381
08:00 AM 93
95 120
130
141
188
220
173
722
0 0
0 0
0 234
283
340
303
1160
0 1
0 0
1 0
0 0
0 0
0 2
3 3
8 0
3 3
3 9
0 0
0 0
0 405
344
329
272
1350
4 14
28 38
84 409
358
357
310
1434
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
643
644
700
616
2603
08:15 AM
08:30 AM
08:45 AM
Total 438
Grand Total 819 1210
Apprch % 40.4 59.6
Total % 15.8 23.4
0 0
0 2029

39.2 1
10 0
0 0
0 9
90 0.2
10 0
0 0
2978

94.8 57.5
165

5.2 3.2
3143

60.7 0
0 0
0 0
0 0
0 0
0 0
5182

0.2 Silver Strand Boulevard
Southbound
Rendova Road
Westbound
Silver Strand Boulevard
Northbound
Rendova Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
08:00 AM
08:15 AM
08:30 AM
Total Volume
118
93 95
120
426
148
141
188
220
697
0 0
0 0
0 0
266
234
283
340
1123
0 0
1 0
1 0
0 0
0 0
0 1
0 2
3 6
1 0
3 3
7 0
0 0
0 0
0 373
405
344
329
1451

96.3 10
4 14
28 56

3.7 383
409
358
357
1507
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 650
643
644
700
2637
% App. Total 37.9 62.1 14.3 85.7
PHF .888 .792 .000 .826 .250 .000 .500 .583 .000 .896 .500 .921 .000 .000 .000 .000 .942 City of Coronado Page 1513
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_SS_Ren AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
N/S: Silver Strand Boulevard (SR-75)
E/W: Rendova Road
Weather: Clear
Out
1457
In
1123
Total
2580
0 697 426
Right Thru Left
Peak Hour Data
North
Peak Hour Begins at 07:45 AM
Total Volume
Left
698
Thru Right
0 1451 56
1507
In
2205
Out Total
Silver Strand Boulevard
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM
93 95
120
130
438
08:00 AM 07:00 AM 07:00 AM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
141
188
220
173
722
0 0
0 0
0 0
234
283
340
303
1160
0 1
0 0
1 0
0 0
0 0
0 0
2 3
3 8
0 3
3 3
9 0
0 0
0 0
0 425
429
401
373
1628

95.3 24
25 22
10 81
449
454
423
383
1709
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 % App. Total 37.8 62.2 11.1 88.9 4.7
PHF .842 .820 .000 .853 .250 .000 .667 .750 .000 .949 .810 .941 .000 .000 .000 .000 City of Coronado Page 1514
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_SS_Ren PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
N/S: Silver Strand Boulevard (SR-75)
E/W: Rendova Road
Weather: Clear
Groups Printed- Total Volume
Silver Strand Boulevard
Southbound
Rendova Road
Westbound
Silver Strand Boulevard
Northbound
Rendova Road
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 723
629
596
589
2537
App. Total App. Total App. Total App. Total
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
5 3
1 4
427
355
348
348
0 0
0 0
0 432
358
1 1
0 2
4 0
0 0
0 0
8 6
7 7
28 9 0
0 0
0 0
282
263
240
228
1013
0 1
0 0
1 282
264
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
7 7
9 0
0 0
0 349
352
1491
240
228
13 1478 32 1014
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
1 3
2 2
8 326
311
326
213
1176
0 0
0 0
0 327
314
328
215
1184
0 1
0 0
1 0
0 0
0 0
4 6
13 5
4 7
13 5
0 0
2 0
2 224
205
195
201
825
0 0
0 1
1 224
205
197
202
828
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
555
526
538
422
28 29 2041
Grand Total
Apprch %
Total %
21 2654

0.8 99.2
0 0
0 2675

58.4 5

8.2 0.1
0 0
0 56

91.8 1.2
61 2 1838 2

0.1 0
1842

40.2 0
0 0
0 0
0 0
0 0
0 0
4578

0.1 99.8

0.5 58 1.3 0 40.1
Silver Strand Boulevard
Southbound
Rendova Road
Westbound
Silver Strand Boulevard
Northbound
Rendova Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
5 3
1 4
427
355
348
348
0 0
0 0
0 0
432
358
349
352
1 1
0 2
4 0
0 0
0 0
0 8
6 7
9 7
7 9
32 0
0 0
0 0
0 282
263
240
228
1013

99.9 0
1 0
0 1
282
264
240
228
1014
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 723
629
596
589
2537
04:45 PM 7
Total Volume
% App. Total
13 1478

0.9 99.1
1491 28

12.5 87.5 0.1
PHF .650 .865 .000 .863 .500 .000 .875 .889 .000 .898 .250 .899 .000 .000 .000 .000 .877 City of Coronado Page 1515
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado File Name : 01_CNO_SS_Ren PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
N/S: Silver Strand Boulevard (SR-75)
E/W: Rendova Road
Weather: Clear
Out
1041
In
1491
Total
2532
0 1478 13
Right Thru Left
Peak Hour Data
North
Peak Hour Begins at 04:00 PM
Total Volume
Left Thru Right
0 1013 1
1482
Out
1014
In
2496
Total
Silver Strand Boulevard
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:00 PM 04:00 PM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
5 427
355
348
348
0 0
0 0
0 0
432
358
349
352
1491
2 0
0 0
0 0
0 7
4 6
13 30
9 4
7 13
33 0
0 0
0 0
0 282
263
240
228
1013

99.9 0
1 0
0 1
282
264
240
228
1014
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 3
1 4
0 1
0 3

9.1 13 1478
% App. Total 0.9 99.1 90.9 0.1
PHF .650 .865 .000 .863 .375 .000 .577 .635 .000 .898 .250 .899 .000 .000 .000 .000 City of Coronado Page 1516
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
File Name : 02_CNO_SS_Tar AM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 1
Groups Printed- Total Volume
Silver Strand Boulevard
Southbound
Tarawa Road
Westbound
Silver Strand Boulevard
Northbound
Tarawa Road
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 628
608
554
577
2367
App. Total App. Total App. Total App. Total
07:00 AM
07:15 AM
07:30 AM
07:45 AM
15 38
32 21
49 44
67 30
36 48
94 118
147
145
504
1 0
1 1
3 2
8 8
11 29
13 22
25 22
82 16 21
15 12
25 457
416
331
355
24 15
14 6
502
446
14 9
2 5
0 0
2 3
5 16
30 34
34 14
16 12
58 357
386
1691
11 3
3 92 32 6
Total 106 252 146 114 73 1559 59 37 16
08:00 AM 35
28 24
32 76
119
133
99 38
38 58
48 182
149
185
215
179
728
0 1
1 0
2 5
8 5
10 28
28 25
36 17
106
33 34
42 27
136
22 24
22 24
375
333
290
275
5 16
18 24
63 402
373
330
323
1428
6 3
14 15
38 0
7 10
12 29
4 3
7 7
21 10
13 31
34 88
594
605
618
563
2380
08:15 AM
08:30 AM
08:45 AM
Total 119 427 92 1273
Grand Total 225
Apprch % 18.3 55.1 26.6
Total % 4.7 14.3 6.9
679 328 1232
26 5
2 0.1
57 188 250

5.3 165 2832

5.3 90.8

3.5 59.7
122

3.9 2.6
3119

65.7 75 45 26 146

3.1 4747

22.8 75.2

1.2 51.4 30.8 17.8
4 1.6 0.9 0.5
Silver Strand Boulevard
Southbound
Tarawa Road
Westbound
Silver Strand Boulevard
Northbound
Tarawa Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM
08:00 AM
08:15 AM
08:30 AM
Total Volume
21 35
28 24
108
92 76
119
133
420
32 38
38 58
166
145
149
185
215
694
1 0
1 1
3 11
5 8
5 22
28 25
36 111
34 33
34 42
143
25 22
24 22
355
375
333
290
6 5
16 18
45 3
386
402
373
330
1491
3 6
3 14
26 6
0 7
10 23
3 4
3 7
17 12
10 13
31 66
577
594
605
618
29 93 1353 2394

6.2 90.7
.851 .930 .902 .625
% App. Total 15.6 60.5 23.9
PHF .771 .789 .716

2.1 20.3 77.6
.807 .750 .659 .771

39.4 34.8 25.8
.927 .464 .575 .607 .532 .968
City of Coronado Page 1517
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
File Name : 02_CNO_SS_Tar AM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 2
Out
1490
In
694
Total
2184
166
Right Thru
420 108
Left
Peak Hour Data
North
Peak Hour Begins at 07:45 AM
Total Volume
Left
93 1353
Thru Right
45 440
Out
1491
In
1931
Total
Silver Strand Boulevard
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 07:00 AM 08:00 AM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
35 76
119
133
99 427
38 38
58 48
182
25 149
185
215
179
728
1 11
5 8
5 29
22 28
25 36
34 33
34 42
21 15
12 25
457
416
331
355
24 15
14 6
59 3.5
502
446
357
386
1691
6 3
14 15
38 43.2
0 7
10 12
29 33 23.9
4 3
7 7
21 10
13 31
34 28
24 32
0 1
1 119 3 111 143 73 1559

4.3 92.2
.851 .730 .853 .615
88 % App. Total 16.3 58.7 2.1 20.3 77.6
PHF .850 .803 .784 .847 .750 .659 .771 .842 .633 .604 .750 .647 City of Coronado Page 1518
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
File Name : 02_CNO_SS_Tar PM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 1
Groups Printed- Total Volume
Silver Strand Boulevard
Southbound
Tarawa Road
Westbound
Silver Strand Boulevard
Northbound
Tarawa Road
Eastbound
Start Time Left Thru Right Left Thru Right Left Thru Right Left Thru Right Int. Total 731
670
712
573
2686
App. Total App. Total App. Total App. Total
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
27 14
14 18
361
352
365
308
15 9
12 15
51 403
375
1 0
0 1
2 8
16 15
8 106
80 88
55 329
115 6
8 124
118
161
116
519
0 2
0 0
2 130
128
171
123
552
53 44
26 7
5 5
23 22
16 2
83 96
103
64 71
47 45
391
341
1510
10 7
31 36 7
73 1386 47 378 159 24 63 246
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
21 20
19 18
297
296
281
179
17 12
17 11
57 335
328
317
208
1188
0 0
0 0
0 15
10 4
3 32
47 57
35 34
173
62 67
39 37
205
3 4
5 3
15 131
133
150
149
563
0 0
0 0
0 134
137
155
152
578
39 24
19 16
98 4
1 3
1 9
18 21
13 8
61 46
35 25
167
592
578
546
422
78 1053 60 2138
Grand Total 151 2439 108
4 2.2
2698

55.9 2 79 502 583 46 1082

4.1 95.8
2 0.2
0 1130

23.4 257

62.2 5.3
33 8

0.7 123

29.8 2.5
413

8.6 4824
Apprch %
Total %

5.6 90.4

3.1 50.6

0.3 13.6 86.1
0 1.6 10.4 12.1 1 22.4
Silver Strand Boulevard
Southbound
Tarawa Road
Westbound
Silver Strand Boulevard
Northbound
Tarawa Road
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
27 14
14 18
361
352
365
308
15 9
12 15
51 3.4
403
375
391
341
1 0
0 1
2 8
16 15
8 106
80 88
55 329
87 115
96 103
64 6
8 10
7 31

5.6 124
118
161
116
519
94 0
2 0
0 2
130
128
171
123
552
53 44
26 36
159

64.6 7
5 5
7 24
23 22
16 2
83 71
47 45
246
731
670
712
573
2686
04:45 PM
Total Volume
% App. Total
73 1386

4.8 91.8
1510 47 378 63

0.5 12.4 0.4 9.8 25.6
PHF .676 .949 .850 .937 .500 .734 .776 .822 .775 .806 .250 .807 .750 .857 .685 .741 .919 City of Coronado Page 1519
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
File Name : 02_CNO_SS_Tar PM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 2
Out
1007
In
1510
Total
2517
51 1386
Right Thru
73 Left
Peak Hour Data
North
Peak Hour Begins at 04:00 PM
Total Volume
Left
31 Thru Right
519 2
1451
Out
552
In
2003
Total
Silver Strand Boulevard
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 05:00 PM 04:00 PM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
27 361
352
365
15 9
12 15
51 3.4
403
375
391
341
1510
1 8
16 15
8 47
106
80 88
55 329
87 115
96 103
64 3
4 5
3 15
131
133
150
149
563
0 0
0 0
0 0
134
137
155
152
578
53 7
5 5
7 24
23 22
16 2
83 71
47 45
246
14 14
18 0
0 1
2 44
26 36
159

64.6 308
73 1386

4.8 91.8
378 63
% App. Total 0.5 12.4 2.6 97.4 9.8 25.6
PHF .676 .949 .850 .937 .500 .734 .776 .822 .750 .938 .000 .932 .750 .857 .685 .741 City of Coronado Page 1520
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
File Name : 03_CNO_SS_Tul AM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 1
Groups Printed- Total Volume
Silver Strand Boulevard Tulagi Road Silver Strand Boulevard Southbound Westbound Northbound
Start Time
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
Left
0 0
0 0
Thru
47 46
52 104
249
App. Total Left
5 13
10 12
40 Right App. Total Thru
463
458
415
390
Right
47 46
44 34
App. Total
510
Int. Total
47 563
46 52
104
249
1 0
0 0
1 6
13 10
12 41
504
459
424
1897
563
521
540
0 1726 171 2187
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0 0
0 0
0 73
123
155
106
457
73 123
155
106
457
15 8
10 11
44 0
0 0
0 0
15 8
10 11
44 368
378
361
322
1429
63 41
37 60
201
431
419
398
382
1630
519
550
563
499
2131
Grand Total
Apprch %
Total %
0 0
0 706
100

16.4 706 84

98.8 1.9
1 1.2
0 85
2 3155

89.5 73.1
372

10.5 8.6
3527

81.7 4318

16.4 Silver Strand Boulevard
Southbound
Tulagi Road
Westbound
Right
Silver Strand Boulevard
Northbound
Start Time Left Thru App. Total Left App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total Volume
% App. Total
PHF
0 0
0 0
0 47
46 52
104
249
100
.599
47 46
52 104
249
5 13
10 12
40 1
0 0
0 1
6 13
10 12
41 463
458
415
390
1726
91 47
46 44
34 171
9 510
504
459
424
1897
563
563
521
540
2187
0 97.6
.769

2.4 .000 .599 .250 .788 .932 .910 .930 .971
City of Coronado Page 1521
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
File Name : 03_CNO_SS_Tul AM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 2
Out
1727
In
249
Total
1976
249
Thru
0 Left
Peak Hour Data
North
Peak Hour Begins at 07:00 AM
Total Volume
Thru Right
1726 171
289
Out
1897
In
2186
Total
Silver Strand Boulevard
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 07:00 AM
+0 mins.
+15 mins.
+30 mins.
+45 mins.

Total Volume
% App. Total
PHF
0 0
0 0
0 73
123
155
106
457
100
.737
73 123
155
106
457
13 10
12 15
50 100
0 0
0 0
0 13
10 12
15 463 47
46 44
34 171
9 510
504
459
424
1897
458
415
390
1726
91 50
0 0
.000 .737 .833 .000 .833 .932 .910 .930
City of Coronado Page 1522
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
File Name : 03_CNO_SS_Tul PM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 1
Groups Printed- Total Volume
Silver Strand Boulevard Tulagi Road Silver Strand Boulevard Southbound
Thru
Westbound Northbound
Start Time
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
Left
0 0
0 0
App. Total
369
Left
51 61
50 26
Right App. Total Thru
126
131
151
139
547
Right
12 13
9 9
43 App. Total
138
Int. Total
369 558
392
346
324
0 0
0 0
0 51
61 50
26 188
392
346
324
1431
144
160
148
590
597
556
498
0 1431 188 2209
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0 0
0 0
0 331
283
328
197
1139
331
283
328
197
1139
26 22
22 14
84 2
1 0
3 6
28 23
22 17
90 125
136
143
158
562
4 10
9 7
30 129
146
152
165
592
488
452
502
379
1821
Grand Total
Apprch %
Total %
0 0
0 2570
100

63.8 2570

63.8 272

97.8 6.7
6 2.2

0.1 278

6.9 1109

93.8 27.5
73 6.2

1.8 1182

29.3 4030
Silver Strand Boulevard
Southbound
Tulagi Road
Westbound
Right
Silver Strand Boulevard
Northbound
Start Time Left Thru App. Total Left App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total Volume
% App. Total
PHF
0 0
0 0
0 369
392
346
324
1431
100
369
392
346
324
1431
51 61
50 0
0 0
0 0
51 61
50 26
188
126
131
151
139
547

92.7 .906
12 13
9 9
43 138
144
160
148
590
558
597
556
498
2209
26 188
100
.770
0 0 7.3
.000 .913 .913 .000 .770 .827 .922 .925
City of Coronado Page 1523
Counts Unlimited, Inc. Attachment 9
PO Box 1178
Corona, CA 92878
(951) 268-6268
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
File Name : 03_CNO_SS_Tul PM
Site Code : 05723875
Start Date : 9/27/2023
Weather: Clear Page No : 2
Out
547
In
1431
Total
1978
1431
Thru
0 Left
Peak Hour Data
North
Peak Hour Begins at 04:00 PM
Total Volume
Thru Right
547 43
1619
Out
590
In
2209
Total
Silver Strand Boulevard
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 05:00 PM
+0 mins. 125
+15 mins.
+30 mins.
+45 mins.

Total Volume
% App. Total
PHF
0 369 369 51 0 51 4
10 9
7 30
129
146
152
165
0 0
0 0
0 392
346
324
1431
100
.913
392
346
324
61 50
26 188
100
.770
0 0
0 0
0 61
50 26
136
143
158
562

94.9 .889
1431 188 592

5.1 .000 .913 .000 .770 .750 .897
City of Coronado Page 1524
Attachment 9
Intersection Turning Movement - Peak Hour Vehicle Count Location: #01 File Name:

Project:

ITM-23-101-01
Intersection: LLG Ref. 3-23-3827
Date of Count:

Silver Strand Blvd & Leyte Rd
Thursday September 28, 2023 Coronado Housing Element
Silver Strand Boulevard Leyte Road Silver Strand Boulevard - AM Southbound Westbound Northbound Eastbound
Left
5 5
21 22
12 5
10 6
Thru
48 63
54 84
Right Left
6 5
Thru Right
17 15
28 14
28 12
12 5
Left
0 0
0 0
0 0
0 0
Thru
512
597
482
411
342
303
294
215
Right Left
0 0
0 0
0 0
0 0
Thru Right Total
588
689
599
547
502
440
463
392
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 4
8 3
6 3
2 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 13
23 8
7 9
91 109
138
156
Total
Approach%
Total%
86 10.4

2.0 743

89.6 17.6
0 -
-
77 37.0

1.8 0
-
-
131

63.0 3.1
0 -
-
3156

99.2 74.8
27 0.8

0.6 0
-
-
0 -
-
0 -
-
4220
AM Intersection Peak Hour: 07:00 to 08:00
Volume
Approach%
Total%
53 17.5

2.2 249

82.5 10.3
- 30

28.8 1.2
- 74

71.2 3.1
- 2,002

99.3 82.6
15 0.7

0.6 - - - 2,423

0.88 -
-
-
-
-
-
-
-
-
-
-
-
PHF 0.71 0.76 0.84 #DIV/0!
Silver Strand Boulevard Leyte Road Silver Strand Boulevard - PM Southbound Westbound Northbound Eastbound
Left
21 24
30 23
26 22
11 12
Thru
352
306
288
274
237
235
195
159
Right Left
9 5
Thru Right Left
0 0
0 0
0 0
0 0
Thru
101
114
111
118
103
127
123
95 Right Left
0 0
0 0
0 0
0 0
Thru Right Total
506
462
454
439
394
406
352
276
16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
17 10
15 7
9 7
6 3
4 6
1 4
7 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
6 11
18 11
7 9
2 7
Total
Approach%
Total%
169

7.6 5.1
2046

92.4 62.2
0 -
-
69 46.0

2.1 0
-
-
81 54.0

2.5 0
-
-
892

96.5 27.1
32 3.5

1.0 0
-
-
0 -
-
0 -
-
3289
PM Intersection Peak Hour: 16:00 to 17:00
Volume
Approach%
Total%
98 1,220 - 31

38.8 1.7
- 49

61.3 2.6
- 444 19 - -
-
-
- 1,861

0.92 7.4

5.3 92.6

65.6 -
-
-
-
-
-

95.9 23.9

4.1 1.0

0.93 -
-
-
-
PHF 0.88 0.77 #DIV/0!
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1525
Attachment 9
Intersection Turning Movement - Bicycle & Pedestrian Count Location: #01 File Name:

Project:

ITM-23-101-01
Intersection: LLG Ref. 3-23-3827
Date of Count:

Silver Strand Blvd & Leyte Rd
Thursday September 28, 2023 Coronado Housing Element
Silver Strand Boulevard Leyte Road
Westbound
Silver Strand Boulevard -
Totals AM Southbound Northbound Eastbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
0 0
0 0
0 0
0 0
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 2
0 0
0 0
0 0
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
9 0
0 0
0 2
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 0
0 0
0 0
0 0
9 3
0 0
0 2
Ped Total
Bike Total
0 1 1 0 2
0 1 0 0 0 2 0 11 0 0 0 0 14
Silver Strand Boulevard Leyte Road
Westbound
Silver Strand Boulevard -
Totals PM Southbound Northbound Eastbound
Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped B-Left B-Thru B-Right Ped Bicycle 16:00
16:15
16:30
16:45
17:00
17:15
17:30
17:45
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 1
1 1
0 0
0 0
0 0
0 0
0 0
0 0
0 0
2 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
1 0
2 3
1 0
0 0
0 0
0 0
0 0
0 0
0 0
0 1
1 5
0 15
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
1 0
2 3
3 1
0 0
0 1
1 2
2 6
0 15
Ped Total
Bike Total
0 3 7 0 10
0 5 0 0 0 0 0 22 0 0 0 0 27
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1526
Attachment 9
Intersection Turning Movement - Peak Hour Summary
Location: #01 File Name:

Project:

ITM-23-101-01
Intersection: LLG Ref. 3-23-3827
Date of Count:

Silver Strand Blvd & Leyte Rd
Thursday September 28, 2023 Coronado Housing Element
N
AM:

PM:
1 5
0 0
249 53
1220 98
0 / 0 Leyte Road
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
-
1 / 7
AM:

PM:
0 0
2002
444
15 19
11 22
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | City of Coronado Page 1527
Attachment 9

APPENDIX D

BUS ROUTE SCHEDULES & MAPS
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc City of Coronado Page 1528
Effective October 15, 2023
901 Fare Information Attachment 9 Bus Route
Información de tarifas sdmts.com/fares sdmts.com
MTS Security
MTS Seguridad 619-595-4960
619-233-3004
619-557-4555
619-233-3004
Iris Avenue Transit Center
Downtown San Diego
Easy transit fare. Get a MTS Information & Trip Planning MTS Información y planeo de viaje card or download the app.

Customer Service / Suggestions ¡Tarifa de transporte fácil! Obtén una via Imperial Beach / Coronado tarjeta o descarga la aplicación. Servicio al cliente / Sugerencias Lost and Found
Objetos extraviados RidePRONTO.com • 619-595-5636 Destinations • Coronado Cays
• Coronado City Hall
• Hotel del Coronado
• NAS North Island
• Naval Base Coronado
• PETCO Park
Transit Store
12th & Imperial Transit Center
M–F / L-V 8am–5pm
619-234-1060 All timetables are available online
Todos los horarios están disponibles en línea.

TTY/TDD
(teletype for hearing impaired)
Teletipo para sordos
619-234-5005
888-722-4889
sdmts.com/timetables
Trolley Connections
Real Time Arrivals • Iris Avenue
Download the free OneBusAway app.

Llegadas en tiempo real. Descarga la
aplicación gratuita OneBusAway.

Buses on all MTS routes are accessible via lift or ramp.

Autobuses en todas las rutas de MTS son accesibles mediante un ascensor o rampa.
• 12th & Imperial
sdmts.com/oba Alternative formats available upon request. Call: (619) 231-1466.

Formato alternativo disponible al preguntar. Llamar: (619) 231-1466.

Subject to change without notice
Sujeto a cambios sin previo aviso
San Diego
International
Airport 5 163 Downtown Detail
805 Balboa
Park
SAN DIEGO Broadway & 3rd/5th Av
2 Transfer point 7 110 215 225 5 San Diego
A Timepoint and/or transfer point 235 280 290 923 992 H.S. San Diego H.S.

Santa Fe
Depot
City College 12th & Imperial
I Transit Center
12 929
City
4 College Broadway H H I UC San Diego Blue Line,
Orange Line, Green Line
94 San Diego
Courthouse Horton Plaza
Downtown H H 901 PETCO Park
Naval Air Station
North Island (NASNI)
G
Ferry Landing Horton
Plaza 3 5
NASNI
Front Gate
15 E F
Coronado Hospital
5 CORONADO 75
D
Hotel
Del
Coronado
Coronado
City Hall
C Naval Base
Coronado
(NAB)
San Diego
Bay
75 NATIONAL
CITY 54
Pacific Ocean
5 Coronado Detail
San Diego
Naval Air Bay
Station
North Island Ferry
(NASNI) E Landing
901 Loews Resort CHULA
VISTA
904
Coronado
Hospital Coronado
Cays
Silver Strand
State Beach
Coronado Island
Marriott Resort
Coronado
HS
Library San Diego
904
904
Bay
901
75 901 CORONADO
D
Main St
Pacific Ocean
Iris Avenue Hotel Del
Coronado Transit Center
933 934 904
901
Glorietta 227 905 906 907
929 932 933 934
UC San Diego Blue Line
Coronado
City Hall Bay Palm Av B
227 933
934
227 933
934
Coronado Av
Avda de las Arenas Imperial Beach
Fishing Pier
Pacific Ocean Naval Base
Coronado
(N.A.B.)
C
Del Sol Bl 227 933
934 5 Otay
Mesa
75 A
Iris Av Nestor IMPERIAL
BEACH
905
Tocayo Av
619-595-5636
RidePRONTO.com
TAP or SCAN Required Before Boarding
TOCA o ESCANEA Se requiere antes de abordar
City of Coronado Page 1529
901 Monday through Friday • lunes a viernes Attachment 9 Iris Avenue Transit Center Downtown San Diego Downtown San Diego Iris Avenue Transit Center

A B C D E F G H I I H G F E D C B A
Iris Avenue
Transit Center
DEPART
National Av. & 12th & 3rd Av. &
B St.

ARRIVE
3rd Av. &
B St.

DEPART
12th &
Imperial Transit
Center
Cesar Chavez
Pkwy.
& National Av.

Naval Base
Coronado
(NAB)
Iris Avenue
Transit Center
ARRIVE
Palm Av. Naval Base Hotel del NASNI
(Front Gate)
Broadway
& 5th Av.

Broadway
& 3rd Av.

NASNI
(Front Gate)
Hotel del
Coronado
9th St. &
Palm Av. Cesar Chavez Imperial Transit & 9th St. Coronado (NAB) Coronado Pkwy. Center 4:18a
4:38
4:58
5:18
5:38
5:58
6:20
6:42
7:04
7:26
7:49
8:24
8:54
9:24
9:54
10:24
10:54
11:24
11:54
12:24p
12:54
1:24
1:43
2:03
2:23
2:43
3:03
3:23
3:45
4:05
4:23
4:43
5:15
5:47
6:18
6:53
7:23
8:08
9:08
10:14
11:14
4:32a
4:52
5:12
5:33
5:53
6:13
6:37
7:00
7:23
7:45
8:08
8:43
9:12
9:42
10:12
10:42
11:12
11:42
12:12p
12:43
1:13
1:43
2:02
2:22
2:42
3:02
3:22
3:42
4:04
4:24
4:42
5:02
5:34
6:05
6:35
7:10
7:40
8:25
9:23
10:28
11:28
4:42a
5:02
5:22
5:43
6:03
6:23
6:48
7:12
7:36
7:58
8:20
8:55
9:23
9:53
10:23
10:53
11:23
11:53
12:23p
12:54
1:24
1:54
2:13
2:33
2:53
3:13
3:33
3:53
4:15
4:35
4:53
5:12
5:44
6:15
6:45
7:20
7:50
8:35
9:33
10:38
11:38
4:45a
5:05
5:25
5:46
6:06
6:26
6:52
7:16
7:40
8:02
8:24
8:59
9:27
9:57
10:27
10:57
11:27
11:57
12:27p
12:58
1:28
1:58
2:17
2:37
2:57
3:17
3:37
3:57
4:19
4:39
4:57
5:16
5:48
6:19
6:49
7:24
7:54
8:39
9:37
10:41
11:41
4:58a
5:18
5:38
5:59
6:19
6:39
7:04
7:28
7:52
8:14
8:35
9:10
9:38
10:08
10:38
11:08
11:39
12:09p
12:39
1:10
1:41
2:11
2:30
2:50
3:10
3:30
3:50
4:10
4:32
4:52
5:10
5:28
6:00
6:31
7:00
7:35
8:04
8:49
9:46
10:49
11:49
5:06a
5:26
5:46
6:07
6:27
6:47
7:12
7:36
8:00
8:22
8:43
9:18
9:46
10:16
10:46
11:16
11:47
12:17p
12:48
1:20
1:52
2:23
2:42
3:02
3:22
3:42
4:02
4:22
4:43
5:01
5:19
5:37
6:08
6:39
7:08
7:43
8:12
8:57
9:54
10:57
11:57
5:16a
5:36
5:56
6:17
6:37
6:57
7:19
7:43
8:07
8:29
8:50
9:25
9:53
10:23
10:53
11:23
11:54
12:24p
12:56
1:29
2:01
2:33
2:55
3:15
3:35
3:55
4:15
4:35
4:54
5:11
5:29
5:46
6:16
6:46
7:14
7:49
8:18
9:03
10:00
11:03
12:03a
5:27a
5:47
6:07
6:28
6:48
7:08
7:30
7:54
8:18
8:40
9:01
9:36
10:04
10:34
11:04
11:34
12:05p
12:35
1:07
1:40
2:12
2:44
3:06
3:26
3:46
4:06
4:26
4:46
5:05
5:22
5:40
5:57
6:27
6:57
7:25
8:00
8:29
9:13
10:09
11:12
12:12a
5:30a
5:50
6:10
6:31
6:51
7:11
7:33
7:57
8:21
8:43
9:04
9:39
10:07
10:37
11:07
11:37
12:08p
12:38
1:10
1:43
2:15
2:47
3:09
3:29
3:49
4:09
4:29
4:49
5:08
5:25
5:43
6:00
6:30
7:00
7:28
8:03
8:32
9:16
10:12
11:15
12:15a
5:05a
5:34
5:53
6:13
6:34
6:54
7:16
7:38
8:00
8:28
8:58
9:28
9:58
10:28
10:58
11:28
11:57
12:27p
12:56
1:26
1:45
2:05
2:25
2:45
3:05
3:25
3:45
4:05
4:25
4:45
5:05
5:25
5:45
6:15
6:46
7:31
8:31
9:28
10:29
11:29
12:29a
1:20
5:09a
5:38
5:57
6:17
6:38
6:58
7:21
7:43
8:05
8:33
9:03
9:33
10:03
10:33
11:03
11:33
12:02p
12:32
1:02
1:32
1:51
2:11
2:31
2:51
3:11
3:31
3:51
4:11
4:31
4:51
5:11
5:31
5:51
6:21
6:51
7:36
8:36
9:33
10:33
11:33
12:33a
1:24
5:19a
5:48
6:07
6:27
6:49
7:09
7:32
7:54
8:16
8:44
9:14
9:44
10:14
10:44
11:14
11:44
12:14p
12:44
1:14
1:44
2:03
2:23
2:43
3:03
3:23
3:43
4:03
4:23
4:43
5:03
5:23
5:43
6:03
6:33
7:03
7:48
8:47
9:43
10:43
11:43
12:43a
1:34
5:23a
5:52
6:11
6:31
6:53
7:13
7:36
7:58
8:20
8:48
9:18
9:48
10:18
10:48
11:18
11:48
12:18p
12:48
1:18
1:48
2:07
2:27
2:47
3:07
3:27
3:47
4:07
4:27
4:47
5:07
5:26
5:46
6:06
6:36
7:06
7:51
8:50
9:46
10:46
11:46
12:46a
1:37
5:36a
6:05
6:24
6:44
7:04
7:24
7:46
8:08
8:30
8:58
9:28
9:58
10:28
10:58
11:28
11:58
12:28p
12:58
1:28
1:58
2:18
2:38
2:58
3:18
3:38
3:58
4:18
4:38
4:58
5:18
5:37
5:57
6:16
6:46
7:16
8:01
9:00
9:55
10:55
11:55
12:55a
1:46
5:45a
6:14
6:33
6:53
7:13
7:33
7:55
8:17
8:39
9:07
9:37
10:07
10:37
11:07
11:37
12:08p
12:38
1:09
1:40
2:12
2:32
2:52
3:12
3:32
3:51
4:10
4:30
4:50
5:09
5:28
5:47
6:07
6:25
6:55
7:24
8:09
9:07
10:01
11:01
12:01a
1:01
1:52
5:49a
6:18
6:37
6:57
7:17
7:37
7:58
8:20
8:42
9:10
9:40
10:10
10:40
11:10
11:40
12:11p
12:41
1:12
1:43
2:16
2:36
2:56
3:16
3:36
3:55
4:14
4:34
4:54
5:13
5:32
5:51
6:11
6:28
6:58
7:27
8:12
9:10
10:04
11:04
12:04a
1:04
1:55
6:01a
6:30
6:49
7:09
7:29
7:49
8:09
8:31
8:53
9:21
9:51
10:21
10:51
11:21
11:51
12:22p
12:52
1:24
1:55
2:28
2:49
3:09
3:29
3:49
4:08
4:27
4:47
5:07
5:26
5:44
6:03
6:23
6:40
7:10
7:38
8:23
9:21
10:15
11:15
12:15a
1:15
2:06
6:18a
6:47
7:06
7:26
7:46
8:06
8:25
8:47
9:09
9:37
10:07
10:37
11:07
11:37
12:07p
12:38
1:08
1:40
2:12
2:46
3:07
3:27
3:47
4:07
4:26
4:45
5:05
5:25
5:44
6:00
6:18
6:38
6:55
7:25
7:53
8:38
9:35
10:29
11:29
12:29a
1:29
2:20
901 Saturday • sábado
Iris Avenue Transit Center Downtown San Diego Downtown San Diego Iris Avenue Transit Center

A B C D E F G H I I H G F E D C B A
Iris Avenue
Transit Center
DEPART
National Av. & 12th & 3rd Av. &
B St.

ARRIVE
3rd Av. &
B St.

DEPART
12th &
Imperial Transit
Center
Cesar Chavez
Pkwy.
& National Av.

Iris Avenue
Transit Center
ARRIVE
Palm Av. Naval Base Hotel del NASNI
(Front Gate)
Broadway
& 5th Av.

Broadway
& 3rd Av.

NASNI
(Front Gate)
Hotel del Naval Base 9th St. & Cesar Chavez Imperial Transit & 9th St. Coronado (NAB) Coronado Coronado Coronado (NAB) Palm Av. Pkwy. Center 5:18a
6:21
5:32a
6:36
5:42a
6:46
5:45a
6:49
5:54a
6:58
6:01a
7:05
6:07a
7:11
6:16a
7:20
6:19a
7:23
5:34a
6:30
5:38a
6:34
5:48a
6:44
5:51a
6:47
6:00a
6:56
6:08a
7:04
6:11a
7:07
6:22a
7:18
6:36a
7:32
6:54 7:10 7:20 7:23 7:33 7:40 7:47 7:56 7:59 7:00 7:04 7:14 7:17 7:26 7:34 7:37 7:48 8:02 7:24 7:41 7:52 7:56 8:06 8:14 8:21 8:30 8:33 7:30 7:34 7:44 7:47 7:56 8:04 8:07 8:18 8:32 7:54 8:11 8:22 8:26 8:37 8:45 8:52 9:02 9:05 8:00 8:04 8:14 8:17 8:26 8:34 8:37 8:48 9:02 8:24 8:41 8:52 8:56 9:07 9:15 9:22 9:32 9:35 8:29 8:33 8:44 8:47 8:56 9:05 9:08 9:19 9:33 8:54
9:24
9:54
10:24
10:54
11:24
11:54
12:24p
12:54
1:24
9:11
9:41
9:22
9:52
9:26
9:56
9:37 9:45 9:52 10:02
10:32
11:03
11:33
12:03p
12:33
1:03
1:35
2:05
2:37
10:05
10:35
11:06
11:36
12:06p
12:36
1:06
1:38
2:08
2:40
8:59
9:29
9:59
10:29
10:59
11:29
11:59
12:27p
12:57
1:27
9:03
9:33
9:14
9:44
9:17
9:47
9:26
9:56
9:35 9:38 9:49 10:03
10:33
11:04
11:34
12:04p
12:35
1:05
1:36
2:08
2:38
10:07
10:38
11:08
11:38
12:08p
12:38
1:09
10:15
10:46
11:16
11:46
12:16p
12:46
1:17
10:22
10:53
11:23
11:53
12:23p
12:53
1:25
10:05
10:35
11:05
11:35
12:06p
12:36
1:06
10:08
10:38
11:08
11:38
12:09p
12:39
1:09
10:19
10:49
11:19
11:49
12:20p
12:50
1:21
10:12
10:42
11:12
11:42
12:12p
12:42
1:12
10:23
10:53
11:23
11:53
12:23p
12:53
1:23
10:27
10:57
11:27
11:57
12:27p
12:57
1:27
10:03
10:33
11:03
11:33
12:03p
12:32
1:02
10:14
10:44
11:14
11:44
12:14p
12:44
1:14
10:17
10:47
11:17
11:47
12:17p
12:47
1:17
10:26
10:56
11:26
11:56
12:26p
12:56
1:39 1:26
2:10
1:47
2:19
1:55
2:27
1:37
2:07
1:40
2:10
1:52
1:43 1:54 1:58 1:32 1:44 1:47 1:56 2:22
1:54 2:13 2:24 2:28 2:40 2:49 2:57 3:08 3:11 1:57 2:02 2:14 2:17 2:26 2:37 2:40 2:53 3:09 2:24 2:43 2:54 2:58 3:10 3:19 3:27 3:38 3:41 2:27 2:32 2:44 2:47 2:56 3:07 3:10 3:23 3:39 2:54 3:13 3:24 3:28 3:40 3:49 3:57 4:08 4:11 2:57 3:02 3:14 3:17 3:26 3:37 3:40 3:53 4:09 3:24 3:43 3:54 3:58 4:10 4:19 4:27 4:38 4:41 3:27 3:32 3:44 3:47 3:56 4:07 4:10 4:23 4:39 3:54 4:13 4:24 4:28 4:40 4:49 4:57 5:08 5:11 3:57 4:02 4:14 4:17 4:26 4:37 4:40 4:53 5:09 4:24 4:42 4:52 4:56 5:08 5:17 5:25 5:36 5:39 4:27 4:32 4:44 4:47 4:56 5:07 5:10 5:23 5:39 4:54 5:12 5:22 5:26 5:38 5:47 5:55 6:06 6:09 4:57 5:02 5:14 5:17 5:26 5:36 5:39 5:51 6:07 5:24 5:42 5:52 5:56 6:08 6:16 6:23 6:34 6:37 5:27 5:32 5:44 5:47 5:56 6:05 6:08 6:20 6:35 5:54 6:12 6:22 6:26 6:38 6:46 6:53 7:04 7:07 5:57 6:02 6:14 6:17 6:26 6:35 6:38 6:50 7:05 6:24 6:41 6:51 6:55 7:06 7:14 7:20 7:31 7:34 6:28 6:33 6:44 6:47 6:56 7:05 7:08 7:20 7:35 7:05 7:22 7:32 7:36 7:47 7:55 8:01 8:11 8:14 7:32 7:37 7:48 7:51 8:00 8:08 8:11 8:22 8:36 8:08 8:24 8:34 8:38 8:47 8:55 9:01 9:10 9:13 8:33 8:37 8:47 8:50 8:59 9:06 9:09 9:20 9:34 9:08
10:14
11:14
9:23
10:28
11:28
9:33
10:38
11:38
9:37
10:41
11:41
9:46
10:49
11:49
9:54
10:56
11:56
10:00
11:02
12:02a
10:09
11:11
12:11a
10:12
11:14
12:14a
9:29 9:33 9:43 9:46 9:54 10:00
11:00
12:00a
1:00
10:03
11:03
12:03a
1:03
10:14
11:14
12:14a
1:14
10:28
11:28
12:28a
1:28
10:30
11:30
12:30a
1:21
10:34
11:34
12:34a
1:25
10:43
11:43
12:43a
1:34
10:46
11:46
12:46a
1:37
10:54
11:54
12:54a
1:45 1:51 1:54 2:05 2:19
901 Sunday • domingo
Iris Avenue Transit Center 12th & Imperial Transit Center 12th & Imperial Transit Center Iris Avenue Transit Center

A B C D E F G H I I H G F E D C B A
Iris Avenue
Transit Center
DEPART
National Av. & 12th & 12th &
Imperial T.C.

DEPART
Cesar Chavez
Pkwy. &
National Av.

Iris Avenue
Transit Center
ARRIVE
Palm Av. Naval Base Hotel del NASNI
(Front Gate)
Broadway
& 5th Av.
3rd Av. &
B St.
3rd Av. &
B St.

Broadway
& 3rd Av.

NASNI
(Front Gate)
Hotel del Naval Base 9th St. & Cesar Chavez Imperial T.C. & 9th St. Coronado (NAB) Coronado Coronado Coronado (NAB) Palm Av. Pkwy. ARRIVE 5:18a
6:21
7:24
8:24
9:24
10:24
11:24
12:24p
1:24
2:24
3:24
5:32a
6:36
7:41
8:41
9:41
10:42
11:42
12:42p
1:43
2:43
3:43
5:42a
6:46
7:52
8:52
9:52
10:53
11:53
12:53p
1:54
2:54
3:54
5:45a
6:49
7:56
8:56
9:56
10:57
11:57
12:57p
1:58
2:58
3:58
5:54a
6:58
8:06
6:01a
7:05
8:14
6:07a
7:11
8:21
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—
6:44a
7:44
8:44
6:47a
7:47
8:47
6:56a
7:56
8:56
7:04a
8:04
9:05
10:05
11:05
12:06p
1:06
2:07
3:07
4:07
5:06
6:05
7:03
8:07
9:06
10:00
11:30
7:07a
8:07
9:08
10:08
11:08
12:09p
1:09
2:10
3:10
4:10
5:09
6:08
7:06
8:10
9:09
10:03
11:33
7:18a
8:18
9:19
10:19
11:19
12:20p
1:21
2:22
3:23
4:23
5:21
6:20
7:17
8:21
9:20
10:14
11:44
7:32a
8:32
9:33
10:33
11:34
12:35p
1:36
2:38
3:39
4:39
5:37
6:35
7:31
8:35
9:34
10:28
11:58
9:07 9:15 9:22 9:44 9:47 9:56
10:07
11:08
12:08p
1:09
2:10
3:10
4:10
5:08
6:08
6:58
10:15
11:16
12:16p
1:17
2:19
3:19
4:19
5:17
6:16
7:06
10:22
11:23
12:23p
1:25
2:27
3:27
4:27
5:25
6:23
7:13
10:44
11:44
12:44p
1:44
2:44
3:44
4:44
5:44
6:44
7:48
10:47
11:47
12:47p
1:47
2:47
3:47
4:47
5:47
6:46
7:50
10:56
11:56
12:56p
1:56
2:56
3:56
4:56
5:56
6:55
7:59
4:24
5:24
6:14
7:03
4:42
5:42
6:32
7:20
4:52
5:52
6:42
7:30
4:56
5:56
6:46
7:34 7:45
8:47
7:53
8:55
7:59
9:01
8:47
9:43
11:13
8:50
9:46
11:16
8:59
9:54
11:24
8:08 8:24 8:34 8:38
A Saturday or Sunday schedule will be operated on the following holidays and observed holidays / Se operará con horario de sábado o domingo durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas City of Coronado Page 1530
Effective June 11, 2023
904
Cornado City Hall
Ferry Landing
Fare Information Attachment 9 Bus Route sdmts.com/fares sdmts.com Información de tarifas MTS Security
MTS Seguridad 619-595-4960
619-233-3004
619-557-4555
619-233-3004
Easy transit fare. Get a MTS Information & Trip Planning MTS Información y planeo de viaje card or download the app.

Customer Service / Suggestions via Hotel Del Cornado ¡Tarifa de transporte fácil! Obtén una tarjeta o descarga la aplicación. Servicio al cliente / Sugerencias Lost and Found
Objetos extraviados RidePRONTO.com • 619-595-5636 Destinations • Coronado City Hall
• Coronado Hospital
• Coronado Marriott Resort
• Hotel del Coronado
Transit Store
12th & Imperial Transit Center
M–F / L-V 8am–5pm
619-234-1060 All timetables are available online
Todos los horarios están disponibles en línea.

TTY/TDD
(teletype for hearing impaired)
Teletipo para sordos
619-234-5005
888-722-4889
sdmts.com/timetables
Real Time Arrivals
Download the free OneBusAway app.

Llegadas en tiempo real. Descarga la
aplicación gratuita OneBusAway.

Buses on all MTS routes are accessible via lift or ramp.

Autobuses en todas las rutas de MTS son accesibles mediante un ascensor o rampa.
sdmts.com/oba Alternative formats available upon request. Call: (619) 231-1466. Subject to change without notice Formato alternativo disponible al preguntar. Llamar: (619) 231-1466. Sujeto a cambios sin previo aviso City of Coronado Page 1531
904 Everyday: June-August* • Todos los dias: Junio-Agosto* Attachment 9 Ferry Landing Coronado City Hall Coronado City Hall Ferry Landing

A B C D E E D C B A
Coronado Island
Marriott Resort
DEPART
Orange Av.
& RH Dana Pl.
(Hotel del Coronado)
Silver Strand Bl &
Avda de las Arenas
ARRIVE
Silver Strand Bl &
Avda de las Arenas
DEPART
Orange Av.
& RH Dana Pl.
(Hotel del Coronado)
Coronado Island
Marriott Resort
ARRIVE
1st St. & B Av.
(Ferry Landing)
Orange Av.
& 4th St.

Orange Av.
& 4th St.
1st St. & B Av.
(Ferry Landing)
9:15a
9:30
9:45
10:00
10:15
10:30
10:45
11:00
11:15
11:30
11:45
12:00p
12:15
12:30
12:45
1:00
1:15
1:30
1:44
1:59
2:14
2:28
2:43
2:58
3:13
3:28
3:43
3:58
4:15
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:15
6:30
6:45
7:00
7:15
7:30
7:45
8:00
8:15
8:30
8:45
9:00
9:15
9:20a
9:35
9:50
10:05
10:20
10:35
10:50
11:05
11:20
11:35
11:50
12:05p
12:20
12:35
12:50
1:05
1:20
1:35
1:49
2:04
2:19
2:33
2:48
3:03
3:18
3:33
3:48
4:03
4:20
4:35
4:50
5:05
5:20
5:35
5:50
6:05
6:20
6:35
6:50
7:05
7:20
7:35
7:50
8:05
8:20
8:35
8:50
9:05
9:20
9:35
9:50
10:05
10:20
9:23a
9:38
9:53
10:08
10:23
10:38
10:53
11:09
11:24
11:39
11:54
12:09p
12:24
12:39
12:54
1:09
1:24
1:39
1:53
2:08
2:24
2:38
2:53
3:08
3:23
3:38
3:53
4:08
4:24
4:39
4:54
5:09
5:24
5:39
5:54
6:08
6:23
6:38
6:53
7:08
7:23
7:38
7:53
8:08
8:23
8:38
8:53
9:08
9:23
9:38
9:53
10:08
10:23
9:28a
9:43
9:58
10:13
10:28
10:43
10:58
11:16
11:31
11:46
12:01p
12:16
12:31
12:46
1:01
1:16
1:31
1:46
2:00
2:15
2:32
2:46
3:01
3:16
3:31
3:46
4:01
4:16
4:30
4:45
5:00
5:15
5:30
5:45
6:00
6:13
6:28
6:43
6:58
7:13
7:28
7:43
7:58
8:13
8:28
8:43
8:58
9:13
9:28
9:43
9:58
10:13
10:28
9:33a
9:48
10:03
10:18
10:33
10:48
11:03
11:22
11:37
11:52
12:07p
12:22
12:37
12:52
1:07
1:22
1:37
1:52
2:06
2:21
2:38
2:52
3:07
3:22
3:37
3:52
4:07
4:22
4:36
4:51
5:06
5:21
5:36
5:51
6:06
6:18
6:33
6:48
7:03
7:18
7:33
7:48
8:03
8:18
8:33
8:48
9:03
9:18
9:33
9:48
10:03
10:18
10:33
9:07a
9:22
9:37
9:52
10:07
10:22
10:37
10:52
11:07
11:22
11:37
11:52
12:07p
12:22
12:37
12:52
1:07
1:22
1:37
1:52
2:06
2:21
2:38
2:52
3:07
3:22
3:37
3:52
4:07
4:22
4:37
4:52
5:07
5:22
5:37
5:52
6:07
6:22
6:37
6:52
7:07
7:22
7:37
7:52
8:07
8:22
8:37
8:52
9:07
9:09a
9:24
9:39
9:54
10:09
10:24
10:39
10:54
11:09
11:24
11:39
11:54
12:09p
12:24
12:39
12:54
1:09
1:24
1:39
1:54
2:08
2:23
2:40
2:54
3:09
3:24
3:39
3:54
4:09
4:24
4:39
4:54
5:09
5:24
5:39
5:54
6:09
6:24
6:39
6:54
7:09
7:24
7:39
7:54
8:09
8:24
8:39
8:54
9:09
9:24
9:39
9:54
10:09
9:17a
9:32
9:47
10:02
10:17
10:32
10:47
11:02
11:17
11:32
11:47
12:02p
12:17
12:32
12:47
1:02
1:17
1:32
1:47
2:02
2:17
2:32
2:49
3:03
3:18
3:33
3:48
4:03
4:18
4:33
4:47
5:02
5:17
5:32
5:47
6:02
6:17
6:32
6:47
7:02
7:17
7:32
7:47
8:02
8:17
8:32
8:47
9:02
9:17
9:32
9:47
10:02
10:17
9:20a
9:35
9:50
10:05
10:20
10:35
10:50
11:05
11:20
11:35
11:50
12:05p
12:20
12:35
12:50
1:05
1:20
1:35
1:50
2:05
2:20
2:35
2:52
3:06
3:21
3:36
3:51
4:06
4:21
4:36
4:50
5:05
5:20
5:35
5:50
6:05
6:20
6:35
6:50
7:05
7:20
7:35
7:50
8:05
8:20
8:35
8:50
9:05
9:20
9:35
9:50
10:05
10:20
9:23a
9:38
9:53
10:08
10:23
10:38
10:53
11:08
11:23
11:38
11:53
12:08p
12:23
12:38
12:53
1:08
1:23
1:38
1:53
2:08
2:24
2:39
2:56
3:10
3:25
3:40
3:55
4:10
4:25
4:40
4:53
5:08
5:23
5:38
5:53
6:08
6:23
6:38
6:53
7:08
7:23
7:38
7:53
8:08
8:23
8:38
8:53
9:08
9:23
9:38
9:53
10:08
10:23
B 9:30
9:45
B
B
B
B
9:22
B 9:37
B
B
10:00
10:15
9:52
10:07
B = Trip operates Friday & Saturday only / Este viaje opera el viernes y el sábado solamente *
= Exact effective dates vary each year. See sdmts.com for more details. / Las fechas de validez exactas varían cada año. Vea sdmts.com para más detalles.

City of Coronado Page 1532
Attachment 9

APPENDIX E
PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS –

EXISTING
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc City of Coronado Page 1533
Attachment 9
HCM 6th Signalized Intersection Summary
1: Orange Ave & 1st St
Existing AM
11/28/2023
Move me nt EBT EBR WBL WBT NBL NBR
La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
18 18
0 72
72 0
64 64
0 173
173
0 173
173
0 45
45 0
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green

0.93 1.00

0.97 1.00

1.00 1.00
No

1.00 1.00 1.00
No

1.00 No
1856 1856 1856 1856 1856 1856
21 0.87
3 102

0.33 83

0.87 3
405

0.33 68

0.94 3
498

0.33 184

0.94 3
617

0.33 214

0.81 3
786

0.44 56

0.81 3
700

0.44 Sat Flow, veh/h 308 1216 1241 1856 1767 1572
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0

0.0 0.0
104 68 184 214 56
1524 1241 1856 1767 1572

2.4 2.4

2.1 4.5

1.00 498

0.14 3.6

3.6 3.8

3.8 1.0

1.0 0.80
507

0.21 986

1.00 1.00

11.8 0.2

1.00 786

0.27 786

1.00 1.00

8.7 0.9

0.0 1.4

1.00 700

0.08 700

1.00 1.00

7.9 0.2

0.0 0.3
0 0.00
0 1.00

0.00 0.0

0.0 0.0

0.0 617

0.30 888 1201

1.00 1.00

13.4 0.1

0.0 0.5

1.00 1.00

12.2 0.3

0.0 1.4

0.0 0.8

0.0 A

12.0 B

13.5 B

12.5 B

9.5 A

8.1 A
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
104

12.0 B
252

12.8 B
270

9.2 A
Timer - Assigned Phs 2

22.4 6.0

32.0 4.4
6 22.4

6.0 32.0

6.5 8

27.0 5.0

22.0 5.8
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s 0.6 1.3 0.7
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS

11.1 B
Coronado Housing Element
3-23-3827
Synchro 11 Report

Page 1 ends

City of Coronado Page 1534
Attachment 9
HCM 6th TWSC
2: A Ave & 1st St
Existing AM
11/28/2023
Intersection
Int De la y, s/veh 8.7
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
Sign Control
4 4
10 2
2 0
8 8
10 5
5 10
21 21
0 0
0 10
168
168
10 1
1 0
6 6
10 0
0 10
1 1
0 0
0 10
Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
58 3
7 58
3 3
58 3
14 81
3 6
81 3
26 81
3 0
80 3
210
80 3
1 80
3 8
25 3
0 25
3 4
25 3
0 Ma jor/Minor
Conflicting Flow All
Stage 1
Ma jor1 Ma jor2 Minor1
84 Minor2
36 87
-
-

4.13 -
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
27 -
-
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
82 34
48 30
-
-
89 48
41 46
-
-
34 50
48 Stage 2 39
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy

4.13 7.13 6.53 6.23 7.13 6.53 6.23

6.13 5.53

6.13 5.53
-
-
-
-

6.13 5.53

6.13 5.53
-
- -

2.227 - 2.227
- 1580
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1568 -
-
-
-
-
-
-
-
900 806 1042 896 799 1021
979 865
961 853
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1553
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
-
-
-
963 853
973 859
-
-
- 1565 873 783 1022 866 776 1002
-
-
-
-
-
-
-
-
-
873 783
965 852
944 841
-
-
-
866 776
950 841
950 846
-
-
Stage 2 -
Approa ch
HCM Control Delay, s

HCM LOS
EB

2.1 WB

1.4 NB

10.5 B
SB

9.7 A
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
877 1553

0.249 0.004

10.5 7.3
-
-
0 A
-
- 1565
- 0.004
-
-
0 A
-
- 776
- 0.005
-
-
-

7.3 A
-
-
-

9.7 B A
1 A
HCM95th %tile Q(veh) 0 0 0
Coronado Housing Element
3-23-3827
Synchro 11 Report

Page 2 ends

City of Coronado Page 1535
Attachment 9
HCM 6th TWSC Existing AM
3: A Ave & 2nd St 11/28/2023
Intersection
Int De la y, s/veh 1.7
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Conflicting Peds, #/hr
8 8
29 53
53 0
2 2
28 10 252 155
10 252 155
8 8
19 2
2 0
8 8
10 7
7 10
9 9
0 8
8 28 0 29 19
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized
Storage Le ngth
Veh in Median Storage, #
Grade, %
-
-
-
- None -
-
-
- None -
-
-
- None -
-
-
- None
-
0 -
-
-
0 -
-
-
0 -
-
-
0 -
-
- 0 - - 0 - - 0 - - 0 -
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
79 3
10 79
3 67
79 3
3 83
3 83
3 83
3 64
3 13
64 3
3 64
3 13
60 3
12 60
3 15
60 3
12 304 187 13
Ma jor/Minor
Conflicting Flow All
Stage 1
Ma jor1 Ma jor2
98 Minor1 Minor2
520 0
-
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
0 -
-
-
-
-
-
-
-
-
-
-
-
-
-
0 -
-
-
-
-
572 661 107 558 569 446
117 117
455 544

7.13 6.53 6.23 7.13 6.53 6.23

6.13 5.53

6.13 5.53
- -
-
-
-
451 451
107 118
-
Stage 2 - -

4.13 -
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy

4.13 -
-
-
-

6.13 5.53

6.13 5.53
-
- -

2.227 - 2.227
- 1489
- 3.527 4.027 3.327 3.527 4.027 3.327
Pot Cap-1 Maneuver 1041 -
-
-
-
-
-
-
-
429 381 944 439 431 610
885 797
583 517
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver 1012
Mov Cap-2 Maneuver
Stage 1
-
-
-
-
-
-
-
-
-
586 569
896 796
-
-
- 1449 383 352 910 407 399 582
-
-
-
-
-
-
-
-
-
383 352
853 768
537 496
-
-
-
407 399
564 546
863 767
-
-
Stage 2 -
Approa ch
HCM Control Delay, s

HCM LOS
EB

1.1 WB

0.2 NB

12.5 B
SB

13.8 B
Minor La ne /Ma jor Mvmt
Capacity (veh/h)
HCM La ne V/C Ratio
HCMControl Delay (s)
HCM La ne LOS
NBLn1 EBL EBT EBR WBL WBT WBR SBLn1
509 1012

0.055 0.01

12.5 8.6
-
-
0 A
-
- 1449
- 0.008
-
-
0 A
-
- 449
- 0.089
-
-
-

7.5 A
-
-
-

13.8 B B

0.2 A
HCM95th %tile Q(veh) 0 0 0.3
Coronado Housing Element
3-23-3827
Synchro 11 Report

Page 3 ends

City of Coronado Page 1536
Attachment 9
HCM 6th Signalized Intersection Summary
4: Orange Ave & Third St
Existing AM
11/28/2023
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h)
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
0 0
0 0
0 0
1265 1770
1265 1770
77 77
0 0.98

1.00 66
66 0

1.00 1.00
136
136
0 0
0 0
0 0
0 305
305
0 9
9 30 0

1.00 1.00
40 1.00

1.00 1.00

1.00 0.91

1.00 1.00
No

1.00 No

1.00 No
1856 1856
351

0.87 3
418

0.12 3583
177
1856 1856 1856 1856 1856
819 2581
0 0

0.66 0
0 0.00
0 0
0 0.87
0 0

0.00 0
81 0.95
3 110

0.71 100

0.66 3
120

0.07 206

0.66 3
780

0.22 10

0.87 3
12 0.12
99 0.95
3 0.95
3 1249 3802

0.71 0.71
1767 5366
819 1778
1767 1856 1822 1767 1763
Arrive On Green
Sat Flow, veh/h 167 1767 3618
Grp Volume(v), veh/h 884 100 206
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h
V/C Ra tio(X)
Avail Cap(c_a), veh/h
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
Uns ig. Move me nt De la y, s/veh
LnGrp Delay(d),s/veh
LnGrp LOS
0 0
0 0
184
1763 1827

16.6 16.6

42.9 42.9

1.00 45.7

45.7 46.9

46.9 0.09

9.5 9.5

8.2 8.2

0.0 0.0

0.00 0

1.00 0.00

0.0 0.0

0.00 0

1.00 0.00

0.0 0.0

16.7 16.7

0.05 219

0.84 268

1.00 1.00

73.1 17.8

0.0 1.00
120

0.84 180

1.00 1.00

78.1 18.5

0.0 1249 2623 1289

0.66 0.68 0.69
1249 2623 1288
780

0.26 996

1.00 1.00

54.6 0.2
211

0.84 259

1.00 1.00

73.0 17.6

0.0 1.00

1.00 16.7

2.7 1.00

1.00 15.4

1.4 1.00

1.00 15.5

3.0 2.4

25.0 12.1

30.7 2.3

24.3 0.0

5.0 3.7 8.7 9.0

31.5 C

19.1 B

21.0 C

96.7 F

54.8 D

0.0 A

90.7 F

90.8 F
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS
3481

22.5 C
306

68.5 E
361

90.8 F
Timer - Assigned Phs 3

17.2 *5.7
*17

11.5 0.1
4 26.4

6.1 24.9

18.7 1.1
6 126.0

6.1 119.9

48.9 59.3
8 43.6

6.1 47.9

10.2 1.5
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS

31.8 C
Note s
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Coronado Housing Element
3-23-3827
Synchro 11 Report

Page 4 ends

City of Coronado Page 1537
Attachment 9
HCM 6th AWSC Existing AM
5: Glorietta Blvd & Third St/Mullinix Dr 11/28/2023
Intersection
Intersection De la y, s/veh12.9
Intersection LOS B
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Vo l, veh/h
Future Vo l, veh/h
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
5 5
0 0
7 7
5 5
6 6
8 8
80 322
80 322
25 25
9 9
9 9
26 26

0.75 0.75 0.75 0.68 0.68 0.68 0.77 0.77 0.77 0.85 0.85 0.85 3 7
0 3
0 1
3 9
0 3
7 0
3 9
1 3 3 3 3
32 0
3 11
0 3
11 1
3 31
0 12 104 418
Number of Lanes 0 0 1
Approa ch
Opposing Approa ch
Opposing Lanes
EB
WB
1 WB
EB
1 NB
SB
1 SB
NB
1 Conflicting Approa ch Le ft SB
Conflicting Lanes Le ft
Conflicting Approa ch RighNt B
NB
1 SB
1 8.3
A
EB
1 WB
1 13.8
B
WB
1 EB
1 7.6
A
1 Conflicting Lanes Right
HCMControl Delay

HCM LOS
1 8.2
A
La ne
Vol Left, %
Vol Thru, %
Vol Right, %
NBLn1 EBLn1WBLn1 SBLn1
19% 42% 26% 20%
75% 0% 32% 20%
6% 58% 42% 59%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane
LT Vol
427
80 12
5 19
5 44
9 Through Vol
RT Vol
322
25 555
1 0
7 16
1 6
8 28
1 9
26 52
1 La ne Flow Rate
Geometry Grp
De gre e of Util (X)
Departure Headway (Hd)
Convergence, Y/N
Cap
Service Time
HCM La ne V/C Ratio
HCMControl Delay
HCM La ne LOS
HCM95th-tile Q

0.627 0.022 0.04 0.062

4.069 5.044 5.093 4.287
Yes Yes Yes Ye s
882 713 706 839

2.128 3.052 3.099 2.296

0.629 0.022 0.04 0.062

13.8 8.2 8.3 7.6

B A A A

4.5 0.1 0.1 0.2
Coronado Housing Element
3-23-3827
Synchro 11 Report

Page 5 ends

City of Coronado Page 1538
Attachment 9
HCM 6th Signalized Intersection Summary
6: Alameda Blvd & Mc Cain Blvd/4th St
Existing AM
11/28/2023
Move me nt EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR La ne Configurations
Traffic Volume (veh/h)
Future Volume (veh/h) 17 355
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT) 1.00
17 355 61
61 0
0 0
0 0
0 0
0 0
0 118
118
0 85
85 0
28 134
28 134
0 0
0 0 0 0 0

0.96 1.00 0.96 1.00 1.00
Parking Bus , Adj
Work Zone On Approa ch
Adj Sat Flow, veh/h/ln 1856 1856 1856
Adj Flow Rate, veh/h
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h

1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
No No
0 1856 1856 1856 1856
120 87 30 146
No
0 22 455 78 0 0

0.78 0.78 0.78 0.98 0.98 0.98 0.92 0.92 0.92
3 3 3 0
0 3 3 3 3 0
91 1986 344 0

0.46 0.46 0.46
197 4283 742
180 130 94 625

0.00 0.18 0.18 0.05 0.34 0.00
0 0
0 980 711 1767 1856
207 30 146
0 1691 1767 1856
0 0
0 Grp Volume(v), veh/h 206 171 177
Grp Sat Flow(s),veh/h/ln1846 1689 1687
0 Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In La ne
La ne Grp Cap(c), veh/h 856 783 782
V/C Ra tio(X) 0.24 0.22 0.23
Avail Cap(c_a), veh/h 856 783 782

3.8 3.4 3.6

0.0 0.0 6.5 0.9 3.2 0.0

0.11 0.44 0.00
0 0.42 1.00
310 94 625

0.00 0 0

0.00 0.00 0.67 0.32 0.23 0.00
0 0 698 259 1224 0
HCMPlatoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh 9.2 9.1 9.1
Incr Delay (d2), s/veh 0.7 0.6 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0
%ile Ba ckOfQ(50%),ve h/ln1.5 1.2 1.3
Uns ig. Move me nt De la y, s/veh

1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00

0.00 0.00 1.00 1.00 1.00 0.00

0.0 0.0 21.5 25.9 13.5 0.0

0.0 0.0 2.5 1.9 0.2 0.0

0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 2.6 0.4 1.3 0.0
LnGrp Delay(d),s/veh
LnGrp LOS
Approa ch Vo l, veh/h
Approa ch De la y, s/veh
Approa ch LOS

9.8 9.7 9.8 0.0 0.0 24.0 27.8 13.7 0.0
A A
555

9.8 A
A A A
207

24.0 C
C C B
176

16.1 B
A
Timer - Assigned Phs 1 2 4

32.0 *5.7
*26

5.8 6

24.7 5.6

37.4 5.2
Phs Duration (G+Y+Rc), s8.7 16.0
Change Period (Y+Rc), s* 5.7 5.6
Max Green Setting (Gma*x8),. 3s 23.4
Max Q Clear Time (g_c+I12).,9s 8.5
Green Ext Time (p_c), s 0.0 1.1 3.5 0.9
Intersection Summary
HCM6th Ctrl Delay
HCM6th LOS

14.1 B
Note s
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Coronado Housing Element
3-23-3827
Synchro 11 Report

Page 6 ends

Coronado City CouncilApril 9, 2024

Coronado City Council
April 9, 2024