Coronado City Council
April 9, 2024

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

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

Attachment 9
Ped Detector Values
Extend Det Op
Mode Delay
1 Assigned
Phase
Switch
Phase
Queue
Limit
Failed
Time
Added
Initial Lock Volume Log
Occupy
Log Passage Queue Call
Phase Data Bank:
2 2 - 1 0.0 0.0 0 255 0 N N N N N Y
4 4 - 1 0.0 0.0 0 255 0 N N N N N Y
6 6 - 1 0.0 0.0 0 255 0 N N N N N Y
8 8 - 1 0.0 0.0 0 255 0 N N N N N Y
Extend Det Op
Mode Delay
2 Assigned
Phase
Switch
Phase
Queue
Limit
Failed
Time
Added
Initial Lock Volume Log
Occupy
Log Passage Queue Call
Phase Data Bank:
2 2 - 1 0.0 0.0 0 255 0 N N N N N Y
4 4 - 1 0.0 0.0 0 255 0 N N N N N Y
6 6 - 1 0.0 0.0 0 255 0 N N N N N Y
8 8 - 1 0.0 0.0 0 255 0 N N N N N Y
Extend Det Op
Mode Delay
3 Assigned
Phase
Switch
Phase
Queue
Limit
Failed
Time
Added
Initial Lock Volume Log
Occupy
Log Passage Queue Call
Phase Data Bank:
2 2 - 1 0.0 0.0 0 255 0 N N N N N Y
4 4 - 1 0.0 0.0 0 255 0 N N N N N Y
6 6 - 1 0.0 0.0 0 255 0 N N N N N Y
8 8 - 1 0.0 0.0 0 255 0 N N N N N Y
Extend Det Op
Mode Delay
4 Assigned
Phase
Switch
Phase
Queue
Limit
Failed
Time
Added
Initial Lock Volume Log
Occupy
Log Passage Queue Call
Phase Data Bank:
2 2 - 1 0.0 0.0 0 255 0 N N N N N Y
4 4 - 1 0.0 0.0 0 255 0 N N N N N Y
6 6 - 1 0.0 0.0 0 255 0 N N N N N Y
8 8 - 1 0.0 0.0 0 255 0 N N N N N Y
Special Detector Values
Extend Det Op
Mode Delay Assigned
Phase
Switch
Phase
Queue
Limit
Failed
Time
Added
Initial Lock Volume Log
Occupy
Log Passage Queue Call
Phase Data Bank:

Unit Data
6 sec
All Red

4.0 sec
General Control
No
No
0 ABC Input(Entry) Modes: 0
ABC Output(O/STS) Modes: 0
D Input(Entry) Modes: 0
D Output(O/STS) Modes: 0
Output
Selection
Input
Ring Respons
1 Ring 1 Ring 1
2 Ring 2 Ring 2
3 None None
4 None None
Remote Flash
Phase
Test A = Flash
Entry Exit
Default Data
- No Flash
Default Data
- No Flash
Startup Time:

Startup State:

Red Revert:

Auto Ped Clr:

Stop T Reset:

Alt Sequence:

Special Seq: 0-Standard
I/O Modes:

Attachment 9
Not Assigned Overlaps

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

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

ID Peer IP Timeout PeerName
Peer Functions
ID Peer ID Source Index Input Index Fail State
Unit Bank:

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

Attachment 9
Attachment 9
Attachment 9
Attachment 9
Preempt
Preempt Timers
Override
Flash
Override
Next
Ret To
Coord
Override
priority Preempt Detector Extended Ped Clear
1 Yes Yes No Yes Prmpt Det-1 0-Use Phase
2 Yes Yes No Yes Prmpt Det-2 0-Use Phase
3 Yes Yes Yes No Prmpt Det-3 0-Use Phase
4 Yes Yes Yes No Prmpt Det-4 0-Use Phase
5 Yes Yes Yes No Prmpt Det-5 0-Use Phase
6 Yes Yes Yes No Prmpt Det-6 0-Use Phase
7 Yes Yes No No 0 0-Use Phase
8 Yes Yes No No 0 0-Use Phase
9 Yes Yes No No 0 0-Use Phase
10 Yes Yes No No 0 0-Use Phase
11 Yes Yes No No 0 0-Use Phase
12 Yes N/A No No 0 0-Use Phase
Preempt 1
Exit
Phase Phase
Exit
Calls
Preempt 2
Exit
Phase Phase
Exit
Calls
Preempt 3
Exit
Phase Phase
Exit
Calls
2 Yes No
6 Yes No
Preempt 4
Exit
Phase Phase
Exit
Calls
2 Yes No
6 Yes No
Preempt 5
Exit
Phase Phase
Exit
Calls
2 Yes No
6 Yes No
Preempt 6
Exit
Phase Phase
Exit
Calls
2 Yes No
6 Yes No
Preempt 7
Exit
Phase Phase
Exit
Calls
Preempt 8
Exit
Phase Phase
Exit
Calls
Preempt 9
Exit
Phase Phase
Exit
Calls
Preempt 10
Exit
Phase Phase
Exit
Calls
Preempt 11
Exit
Phase Phase
Exit
Calls
Preempt 12
Exit
Phase Phase
Exit
Calls
Priority Timers
NonLockingPrio
rity
Del
ay
Ext
end
Free
Dial
Free
Split
Min
Green
No
Lock
out
Lock
out
A
Lock
out
B
Max
Green
Transit Overlap
Signal Type Blankout
PreGreen Recall
Excl-co
Phase
Svc.
1 No 0 0 4 4 0 0 0 1 0 0.0 0-None No 0-None,0-No Output 0-None,0-No Output 2 No 0 0 4 4 0 0 0 1 0 0.0 0-None No 0-None,0-No Output 0-None,0-No Output 3 No 0 0 4 4 0 0 0 1 0 0.0 0-None No 0-None,0-No Output 0-None,0-No Output 4 No 0 0 4 4 0 0 0 1 0 0.0 0-None No 0-None,0-No Output 0-None,0-No Output 5 No 0 0 4 4 0 0 0 1 0 0.0 0-None No 0-None,0-No Output 0-None,0-No Output 6 No 0 0 4 4 0 0 0 1 0 0.0 0-None No 0-None,0-No Output 0-None,0-No Output

Attachment 9
Priority Detector Channels
1 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority
Detector
2 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority
Detector
3 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority
Detector
4 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority
Detector
5 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority
Detector
6 1A 2A 3A 4A 5A 6A B C X
Channel 0 0 0 0 0 0 0 0 0
Priority
Detector

Attachment 9
Priority Fixed Phases
Priority 1
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
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 3
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 4
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 5
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 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
Legend:

CO-PHASE

QJ-PHASE
0 FALSE
1 TRUE

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

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

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

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

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

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

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

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

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

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

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

Attachment 9
Local Free: No
Local Fash: No
Cycle Failure: No
Cycle Fault: No Coord Fault: No
Coord Failure: 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 Revert to Backup: 15 1st Phone:
2nd Phone:

Local Critical Alarms
System/Detectors Data
Traffic Responsive
Detector
Channel
System
Detector
Min
Volume %
Occupancy
Correction/10
Average
Time(mins)
Veh/
Name Hr
1 11 TulNB1 12 5 10 1
2 12 TulNB2 12 5 10 1
3 13 TarNB1 12 5 10 1
4 14 TarNB2 12 5 10 1
Weight
Factor
System
Detectors
Queue 1
Detectors
Default Data
Weight
Factor
System
Detectors
Queue 2
Detectors
Default Data
Detector Failed Level : 0
Queue: 1 Input Selection: 0=Average
Detector Failed Level : 0
Queue: 2 Input Selection: 0=Average
Level Enter Leave Dial / Split / Offset
Queue:
/ /
Default Data
Sample Interval: 15
Vehical Detector
Diagnostic Value 0
Erratic
Count
No
Activity
Max
Detector Presence
11 60 0 60
12 60 0 60
13 60 0 60
14 60 0 60
31 60 0 60
Vehical Detector
Diagnostic Value 1
Erratic
Count
No
Activity
Max
Detector Presence
Default Data - No Diag 1 Values
Special Detector
Diagnostic Value 0
Erratic
Count
No
Activity
Max
Detector Presence
Default Data - No Diag 0 Valu
Pedestrian Detector
Diagnostic Value 1
Erratic
Count
No
Activity
Max
Detector Presence
Default Data - No Diag 1 Values
Pedestrian Detector
Diagnostic Value 0
Erratic
Count
No
Activity
Max
Detector Presence
Default Data - No Diag 0 Values
Special Detector
Diagnostic Value 1
Erratic
Count
No
Activity
Max
Detector Presence
Default Data - No Diag 1 Values
Speed Trap Data
Speed Trap:

Measurement:

Detector 1 Detector_2 Distance :

Default Data
Speed Trap
High Treshold
Speed Trap
Dial/Split/Offset Low Treshold
//
Default Data

Attachment 9
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc

APPENDIX C

INTERSECTION MANUAL COUNT SHEETS
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 0 0 0 17 46 0 57 0 10 0 3 14 147
7:15 0 0 0 13 47 0 39 0 12 0 8 18 137
7:30 0 0 0 20 36 0 44 0 11 0 4 21 136
7:45 0 0 0 14 44 0 33 0 12 0 3 19 125
8:00 0 0 0 20 39 0 38 0 9 0 8 12 126
8:15 0 0 0 11 27 0 25 0 13 0 13 13 102
8:30 0 0 0 17 26 0 29 0 22 0 4 21 119
8:45 0 0 0 24 23 0 32 0 17 0 14 23 133
Total 0 0 0 136 288 0 297 0 106 0 57 141 1025
Approach% - - - 32.1 67.9 - 73.7 - 26.3 - 28.8 71.2
Total% - - - 13.3 28.1 - 29.0 - 10.3 - 5.6 13.8
AM Intersection Peak Hour:

Volume - - - 64 173 - 173 - 45 - 18 72 545
Approach% - - - 27.0 73.0 - 79.4 - 20.6 - 20.0 80.0
Total% - - - 11.7 31.7 - 31.7 - 8.3 - 3.3 13.2
PHF #DIV/0! 0.94 0.81 0.87 0.93
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 0 0 0 14 26 0 22 0 15 0 43 62 182
16:15 0 0 0 22 16 0 28 0 4 0 56 82 208
16:30 0 0 0 18 27 0 21 0 13 0 51 62 192
16:45 0 0 0 19 20 0 26 0 19 0 51 63 198
17:00 0 0 0 35 21 0 25 0 16 0 38 51 186
17:15 0 0 0 26 16 0 17 0 28 0 22 49 158
17:30 0 0 0 20 19 0 26 0 21 0 18 43 147
17:45 0 0 0 33 11 0 28 0 10 0 24 32 138
Total 0 0 0 187 156 0 193 0 126 0 303 444 1409
Approach% - - - 54.5 45.5 - 60.5 - 39.5 - 40.6 59.4
Total% - - - 13.3 11.1 - 13.7 - 8.9 - 21.5 31.5
PM Intersection Peak Hour:

Volume - - - 94 84 - 100 - 52 - 196 258 784
Approach% - - - 52.8 47.2 - 65.8 - 34.2 - 43.2 56.8
Total% - - - 12.0 10.7 - 12.8 - 6.6 - 25.0 32.9
PHF #DIV/0! 0.79 0.84 0.82 0.94
16:15 to 17:15
#11 ITM-23-101-11
Orange Avenue & 1st Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
-
Southbound
1st Street
Southbound
Westbound
1st Street
Northbound
Orange Avenue
Eastbound
1st Street
07:00 to 08:00
AM
Tuesday October 4, 2023
PM
- 1st Street Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 6 0 0 0 0 0 2 0 8
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 2 0 0 0 1 0 0 1 4
7:45 0 0 0 0 1 0 0 0 0 0 0 0 1
8:00 0 0 0 0 0 0 1 0 0 0 1 1 3
8:15 0 0 0 0 12 0 0 0 0 0 7 1 20
8:30 0 0 0 1 6 0 0 0 0 0 0 0 7
8:45 0 0 0 0 3 0 0 0 0 0 0 2 5
Ped Total
Bike Total 0 0 0 1 30 0 1 0 1 0 10 5 48
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 2 0 0 0 0 0 2 0 4
16:15 0 0 0 0 3 0 0 0 0 0 6 4 13
16:30 0 0 0 1 5 0 0 0 0 0 0 0 6
16:45 0 0 0 0 4 0 0 0 0 0 6 0 10
17:00 0 0 0 0 3 0 0 0 0 0 5 0 8
17:15 0 0 0 2 5 0 0 0 0 0 5 1 13
17:30 0 0 0 0 3 0 1 0 0 0 0 2 6
17:45 0 0 0 0 3 0 0 0 0 0 2 0 5
Ped Total
Bike Total 0 0 0 3 28 0 1 0 0 0 26 7 65
62 112 142
0 3 12 19 34
45 58
45 57
#11 ITM-23-101-11
Orange Avenue & 1st Street LLG Ref. 3-23-3827
29 0 3 16 8 27
Ped
0 0 6 15 21
AM
Tuesday October 4, 2023 Coronado Housing Element
Ped Ped Ped Ped
0 0
Ped
0 1st Street
Southbound
4 1
0 2
0 0
-
0 Orange Avenue
Northbound
Ped
0 2
0 6
Westbound
Ped
1 2
8 4
3 19
17 1st Street
Eastbound
Ped
2 3
2 Totals
3 Ped
7 5
7 17
10 11
Totals Southbound Westbound Northbound
9 31
0 34 25 49
5 9
0 4
108
17 0
5 Eastbound
0 PM
- 1st Street Orange Avenue 1st Street
0 5 8 16
0 17 17 11
0 17 17 24
0 0 9 26 22
8 10 27
316
Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Orange Avenue & 1st Street LLG Ref. 3-23-3827
Tuesday October 4, 2023 Coronado Housing Element
N
Intersection Turning Movement - Peak Hour Summary
#11 ITM-23-101-11 49 / 142
PM: 0 196 258 33 AM: 0 18 72 15
Time Period
AM = 07:00 to 08:00
PM = 16:15 to 17:15
34 / 62
AM: 64 173 0 31 PM: 94 84 0 31
-
AM: 0 0 0 0
PM: 0 0 0 0
0 / 0 1st Street
1st Street 25 / 112
Orange Avenue
AM: 173 0 45 2
PM: 100 0 52 1
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 0 1 0 1 6 0 54 0 1 1 1 1 66
7:15 0 0 0 3 2 0 47 0 2 2 0 2 58
7:30 0 0 0 0 6 0 31 1 0 1 1 4 44
7:45 0 0 0 1 7 0 36 0 3 0 0 1 48
8:00 0 0 0 0 9 0 34 1 0 0 0 2 46
8:15 0 0 1 0 1 0 21 2 1 1 3 5 35
8:30 0 1 0 3 5 0 24 0 3 0 5 5 46
8:45 1 0 0 0 6 1 27 0 5 0 4 5 49
Total 1 2 1 8 42 1 274 4 15 5 14 25 392
Approach% 25.0 50.0 25.0 15.7 82.4 2.0 93.5 1.4 5.1 11.4 31.8 56.8 Total% 0.3 0.5 0.3 2.0 10.7 0.3 69.9 1.0 3.8 1.3 3.6 6.4 AM Intersection Peak Hour:

Volume - 1 - 5 21 - 168 1 6 4 2 8 216
Approach% - 100.0 - 19.2 80.8 - 96.0 0.6 3.4 28.6 14.3 57.1 Total% - 0.5 - 2.3 9.7 - 77.8 0.5 2.8 1.9 0.9 3.7
PHF 0.25 0.81 0.80 0.58 0.82
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 0 1 0 1 3 0 22 0 1 1 4 20 53
16:15 0 0 0 2 1 0 20 0 5 1 5 11 45
16:30 3 2 0 3 2 0 6 0 0 1 1 11 29
16:45 0 0 0 2 8 0 8 0 4 0 6 12 40
17:00 0 0 0 2 10 0 18 0 1 0 9 12 52
17:15 0 0 0 0 6 0 16 0 8 0 0 8 38
17:30 0 0 0 0 3 0 11 0 2 0 7 7 30
17:45 0 0 0 1 4 0 8 0 4 0 3 6 26
Total 3 3 0 11 37 0 109 0 25 3 35 87 313
Approach% 50.0 50.0 - 22.9 77.1 - 81.3 - 18.7 2.4 28.0 69.6 Total% 1.0 1.0 - 3.5 11.8 - 34.8 - 8.0 1.0 11.2 27.8
PM Intersection Peak Hour:

Volume 3 3 - 8 14 - 56 - 10 3 16 54 167
Approach% 50.0 50.0 - 36.4 63.6 - 84.8 - 15.2 4.1 21.9 74.0 Total% 1.8 1.8 - 4.8 8.4 - 33.5 - 6.0 1.8 9.6 32.3
PHF 0.30 0.55 0.66 0.73 0.79
Intersection Turning Movement - Peak Hour Vehicle Count AM
Tuesday October 4, 2023
PM
Driveway 1st Street A Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #14 ITM-23-101-14
A Avenue & 1st Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Driveway
Southbound
1st Street
Southbound
Westbound
1st Street
Northbound
A Avenue
Eastbound
1st Street
07:00 to 08:00
16:00 to 17:00
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 0 0 5 0 0 0 0 0 0 0 5
8:00 0 0 0 0 2 0 2 0 0 0 1 0 5
8:15 0 0 0 0 2 0 2 0 0 0 1 0 5
8:30 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 0 0 0 0 0 0 0 0 0 0 0 0 0
Ped Total
Bike Total 0 0 0 0 9 0 4 0 0 0 2 0 15
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 0 0 0 1 1 2
16:15 0 0 0 0 0 0 0 0 0 0 0 0 0
16:30 0 0 0 0 0 0 2 0 0 0 0 1 3
16:45 0 0 0 0 0 0 1 0 0 0 1 2 4
17:00 0 0 0 0 1 0 0 0 0 0 3 0 4
17:15 0 0 0 0 1 0 1 0 0 0 0 0 2
17:30 0 0 0 1 2 0 0 0 1 0 0 0 4
17:45 0 0 0 0 0 0 8 0 0 0 1 1 10
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 0 0 0 6
1 1 2
0 33
PM
Driveway 1st Street A Avenue 1st Street
0 2 4 0
0 0 1 0
0 2 0 1
0 Totals Southbound Westbound Northbound
0 0
0 0 0 0
0 0
0 0
0 0
0 0
Eastbound
0 0
0 0
0 0
0 1st Street
Eastbound
Ped
0 0
0 Totals
0 Ped
0 0
0 0
0 0
Ped
0 0
Ped
0 1st Street
Southbound
0 0
0 0
0 0
Driveway
0 A Avenue
Northbound
Ped
0 0
0 0
Westbound
Ped
0 0 2 2 4
Ped
0 0 1 2 3
AM
Tuesday October 4, 2023 Coronado Housing Element
Ped Ped Ped
5 11 17
0 0 2 4 6
1 3
4 6
#14 ITM-23-101-14
A Avenue & 1st Street LLG Ref. 3-23-3827
6 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:
1st Street 0 / 11
A Avenue
AM: 168 1 6 4
PM: 56 0 10 13
Driveway
AM: 0 0 1 0
PM: 0 0 3 3
0 / 0 1st Street
0 / 17
PM: 3 16 54 11 AM: 4 2 8 2
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
0 / 5
AM: 5 21 0 9 PM: 8 14 0 5
Intersection Turning Movement - Peak Hour Summary
#14 ITM-23-101-14
A Avenue & 1st Street LLG Ref. 3-23-3827
Tuesday October 4, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 3 1 0 3 79 44 1 0 1 2 14 0 148
7:15 1 2 2 4 59 42 1 0 4 2 13 0 130
7:30 1 2 2 2 65 29 3 1 3 2 9 1 120
7:45 2 4 4 1 49 40 3 1 0 2 17 1 124
8:00 2 0 0 2 38 31 0 0 0 1 17 3 94
8:15 2 1 4 4 35 24 1 1 2 1 26 3 104
8:30 5 4 3 8 27 27 3 1 1 0 15 4 98
8:45 4 1 3 6 23 25 3 3 2 1 17 4 92
Total 20 15 18 30 375 262 15 7 13 11 128 16 910
Approach% 37.7 28.3 34.0 4.5 56.2 39.3 42.9 20.0 37.1 7.1 82.6 10.3 Total% 2.2 1.6 2.0 3.3 41.2 28.8 1.6 0.8 1.4 1.2 14.1 1.8 AM Intersection Peak Hour:

Volume 7 9 8 10 252 155 8 2 8 8 53 2 522
Approach% 29.2 37.5 33.3 2.4 60.4 37.2 44.4 11.1 44.4 12.7 84.1 3.2 Total% 1.3 1.7 1.5 1.9 48.3 29.7 1.5 0.4 1.5 1.5 10.2 0.4 PHF 0.60 0.83 0.64 0.79 0.88
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 13 12 4 2 37 19 3 0 0 2 24 3 119
16:15 5 10 2 4 27 19 1 2 2 3 28 5 108
16:30 9 14 5 2 32 18 4 3 0 1 28 9 125
16:45 5 6 3 4 35 9 2 2 1 4 51 4 126
17:00 4 5 5 4 42 19 4 2 0 5 18 6 114
17:15 5 6 0 1 36 24 2 0 1 6 19 2 102
17:30 1 5 7 1 32 13 1 1 0 0 12 2 75
17:45 4 3 2 2 24 12 3 2 0 4 16 4 76
Total 46 61 28 20 265 133 20 12 4 25 196 35 845
Approach% 34.1 45.2 20.7 4.8 63.4 31.8 55.6 33.3 11.1 9.8 76.6 13.7 Total% 5.4 7.2 3.3 2.4 31.4 15.7 2.4 1.4 0.5 3.0 23.2 4.1 PM Intersection Peak Hour:

Volume 32 42 14 12 131 65 10 7 3 10 131 21 478
Approach% 36.4 47.7 15.9 5.8 63.0 31.3 50.0 35.0 15.0 6.2 80.9 13.0 Total% 6.7 8.8 2.9 2.5 27.4 13.6 2.1 1.5 0.6 2.1 27.4 4.4 PHF 0.76 0.90 0.71 0.69 0.95
Intersection Turning Movement - Peak Hour Vehicle Count AM
Tuesday October 4, 2023
PM
A Avenue 2nd Street A Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #15 ITM-23-101-15
A Avenue & 2nd Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
A Avenue
Southbound
2nd Street
Southbound
Westbound
2nd Street
Northbound
A Avenue
Eastbound
2nd Street
07:00 to 08:00
16:00 to 17:00
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 1 0 1
7:15 0 0 0 0 1 1 0 0 0 0 0 0 2
7:30 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 0 0 6 0 1 0 0 0 0 1 8
8:00 0 0 4 0 1 2 3 0 0 0 2 0 12
8:15 0 0 0 0 6 1 0 0 0 0 3 0 10
8:30 0 0 0 0 0 0 0 0 0 0 2 0 2
8:45 0 1 1 0 2 0 0 0 0 0 3 0 7
Ped Total
Bike Total 0 1 5 0 16 4 4 0 0 0 11 1 42
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 1 0 1 1 4 3 0 0 0 0 5 0 15
16:15 0 0 0 0 0 0 0 0 0 0 1 0 1
16:30 2 0 0 0 0 3 0 1 0 0 8 1 15
16:45 1 0 1 0 1 2 0 0 0 1 3 0 9
17:00 0 0 0 0 3 0 0 0 0 0 0 1 4
17:15 0 0 0 0 1 0 2 0 0 0 2 1 6
17:30 0 0 2 0 0 1 0 0 0 1 1 0 5
17:45 1 0 0 0 9 1 2 0 0 0 0 0 13
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 1 1 10 2
0 8 1
49 123
PM
A Avenue 2nd Street A Avenue 2nd Street
7 0 6 0
12 0 10 0
10 3 3 1
3 Totals Southbound Westbound Northbound
12 10
29 9 28 19
2 0
5 2
85 1
3 6
Eastbound
2 1
4 2
1 13
14 2nd Street
Eastbound
Ped
0 4
2 Totals
9 Ped
11 12
0 4
4 7
Ped
5 0
Ped
3 2nd Street
Southbound
1 0
3 1
5 4
A Avenue
4 A Avenue
Northbound
Ped
3 3
4 3
Westbound
Ped
5 2 10 0 17
Ped
7 0 4 0 11
AM
Tuesday October 4, 2023 Coronado Housing Element
Ped Ped Ped
10 55 9
4 4 4 5 17
22 17
12 14
#15 ITM-23-101-15
A Avenue & 2nd Street LLG Ref. 3-23-3827
13 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:
2nd Street 28 / 55
A Avenue
AM: 8 2 8 4
PM: 10 7 3 5
A Avenue
AM: 6 8 9 7
PM: 9 14 42 32
29 / 49 2nd Street
19 / 9
PM: 10 131 21 25 AM: 8 53 2 12
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
9 / 10
AM: 10 252 155 20 PM: 12 131 65 29
Intersection Turning Movement - Peak Hour Summary
#15 ITM-23-101-15
A Avenue & 2nd Street LLG Ref. 3-23-3827
Tuesday October 4, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 0 66 2 321 426 37 14 35 0 0 0 0 901
7:15 0 68 3 326 457 13 18 23 0 0 0 0 908
7:30 0 78 3 357 430 31 13 33 0 0 0 0 945
7:45 0 70 2 310 438 14 14 25 0 0 0 0 873
8:00 0 89 1 272 445 19 21 55 0 0 0 0 902
8:15 0 70 2 252 401 18 13 45 0 0 0 0 801
8:30 0 68 4 230 391 9 26 62 0 0 0 0 790
8:45 0 78 3 201 328 16 13 40 0 0 0 0 679
Total 0 587 20 2269 3316 157 132 318 0 0 0 0 6799
Approach% - 96.7 3.3 39.5 57.7 2.7 29.3 70.7 - - - -
Total% - 8.6 0.3 33.4 48.8 2.3 1.9 4.7 - - - -
AM Intersection Peak Hour:

Volume - 305 9 1,265 1,770 77 66 136 - - - - 3,628
Approach% - 97.1 2.9 40.6 56.9 2.5 32.7 67.3 - - - -
Total% - 8.4 0.2 34.9 48.8 2.1 1.8 3.7 - - - -
PHF 0.87 0.95 0.66 #DIV/0! 0.96
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 0 143 3 243 19 18 13 63 0 0 0 0 502
16:15 0 115 2 202 173 26 14 47 0 0 0 0 579
16:30 0 143 2 230 159 21 14 42 0 0 0 0 611
16:45 0 117 6 246 142 17 15 49 0 0 0 0 592
17:00 0 154 4 239 107 12 12 62 0 0 0 0 590
17:15 0 130 6 221 123 12 21 55 0 0 0 0 568
17:30 0 121 8 227 115 13 13 55 0 0 0 0 552
17:45 0 83 2 242 137 24 16 41 0 0 0 0 545
Total 0 1006 33 1850 975 143 118 414 0 0 0 0 4539
Approach% - 96.8 3.2 62.3 32.9 4.8 22.2 77.8 - - - -
Total% - 22.2 0.7 40.8 21.5 3.2 2.6 9.1 - - - -
PM Intersection Peak Hour:

Volume - 529 14 917 581 76 55 200 - - - - 2,372
Approach% - 97.4 2.6 58.3 36.9 4.8 21.6 78.4 - - - -
Total% - 22.3 0.6 38.7 24.5 3.2 2.3 8.4 - - - -
PHF 0.86 0.96 0.86 #DIV/0! 0.97
16:15 to 17:15
#10 ITM-23-101-10
Orange Avenue & Third Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Orange Avenue
Southbound
Third Street
Southbound
Westbound
Third Street
Northbound
Orange Avenue
Eastbound
Third Street
07:15 to 08:15
AM
Tuesday October 4, 2023
PM
Orange Avenue Third Street Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 3 0 0 0 0 0 0 0 3
7:45 0 1 0 0 2 0 0 0 0 0 0 0 3
8:00 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 0 3 0 0 3 0 2 0 0 0 0 0 8
8:30 0 2 0 0 1 0 0 0 0 0 0 0 3
8:45 0 2 0 0 0 0 0 0 0 0 0 0 2
Ped Total
Bike Total 0 8 0 0 9 0 2 0 0 0 0 0 19
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 2 0 0 1 0 0 5 0 0 0 0 8
16:15 0 0 0 0 0 0 0 1 0 0 0 0 1
16:30 0 0 0 0 0 0 0 0 0 0 0 0 0
16:45 0 0 0 0 1 0 0 2 0 0 0 0 3
17:00 0 1 0 0 0 0 0 6 0 0 0 0 7
17:15 0 0 0 0 0 0 0 6 0 0 0 0 6
17:30 0 1 0 0 1 0 0 2 0 0 0 0 4
17:45 0 3 0 0 1 0 0 3 0 0 0 0 7
Ped Total
Bike Total 0 7 0 0 4 0 0 25 0 0 0 0 36
47 0 82
0 14 0 10 24
27 41
19 17
#10 ITM-23-101-10
Orange Avenue & Third Street LLG Ref. 3-23-3827
13 0 2 0 3 5
Ped
1 0 0 5 6
AM
Tuesday October 4, 2023 Coronado Housing Element
Ped Ped Ped Ped
0 1
Ped
1 Third Street
Southbound
3 5
2 12
0 0
Orange Avenue
0 Orange Avenue
Northbound
Ped
0 0
0 0
Westbound
Ped
2 12
0 0
13 8
13 Third Street
Eastbound
Ped
1 4
1 Totals
3 Ped
18 14
0 4
3 1
Totals Southbound Westbound Northbound
6 13
4 52 0 23
3 10
0 3
79 2
0 0
Eastbound
23 PM
Orange Avenue Third Street Orange Avenue Third Street
1 5 0 7
2 10 0 15
9 6 0 26
6 4 6 0 7
4 0 9
152
Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Orange Avenue & Third Street LLG Ref. 3-23-3827
Tuesday October 4, 2023 Coronado Housing Element
N
Intersection Turning Movement - Peak Hour Summary
#10 ITM-23-101-10 23 / 82
PM: 0 0 0 0 AM: 0 0 0 0
Time Period
AM = 07:15 to 08:15
PM = 16:15 to 17:15
52 / 47
AM: 1265 1770 77 9 PM: 917 581 76 4
Orange Avenue
AM: 8 9 305 0
PM: 7 14 529 0
4 / 23 Third Street
Third Street 0 / 0
Orange Avenue
AM: 66 136 0 2
PM: 55 200 0 25
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 4 2 7 1 1 0 19 109 11 1 0 2 157
7:15 3 2 6 0 1 5 18 74 2 3 0 1 115
7:30 0 4 5 1 1 2 20 69 5 0 0 3 110
7:45 2 1 8 3 3 1 23 70 7 1 0 1 120
8:00 3 6 12 1 1 0 25 55 4 4 0 1 112
8:15 2 9 13 0 4 2 13 46 0 2 0 0 91
8:30 2 3 9 1 4 0 11 47 4 4 1 1 87
8:45 3 5 10 0 2 1 18 45 9 2 1 0 96
Total 19 32 70 7 17 11 147 515 42 17 2 9 888
Approach% 15.7 26.4 57.9 20.0 48.6 31.4 20.9 73.2 6.0 60.7 7.1 32.1 Total% 2.1 3.6 7.9 0.8 1.9 1.2 16.6 58.0 4.7 1.9 0.2 1.0 AM Intersection Peak Hour:

Volume 9 9 26 5 6 8 80 322 25 5 - 7 502
Approach% 20.5 20.5 59.1 26.3 31.6 42.1 18.7 75.4 5.9 41.7 - 58.3 Total% 1.8 1.8 5.2 1.0 1.2 1.6 15.9 64.1 5.0 1.0 - 1.4
PHF 0.85 0.68 0.77 0.75 0.80
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 15 11 3 4 8 3 7 42 8 1 0 4 106
16:15 12 9 3 6 12 2 8 31 5 0 0 1 89
16:30 8 19 6 2 4 3 11 34 6 0 1 3 97
16:45 34 13 7 4 5 5 9 27 20 2 0 1 127
17:00 12 13 2 11 29 10 12 25 4 0 1 2 121
17:15 7 10 2 8 11 4 7 37 9 1 0 1 97
17:30 8 13 3 5 12 7 13 28 13 0 1 2 105
17:45 7 8 5 4 8 5 8 30 9 0 1 0 85
Total 103 96 31 44 89 39 75 254 74 4 4 14 827
Approach% 44.8 41.7 13.5 25.6 51.7 22.7 18.6 63.0 18.4 18.2 18.2 63.6 Total% 12.5 11.6 3.7 5.3 10.8 4.7 9.1 30.7 8.9 0.5 0.5 1.7 PM Intersection Peak Hour:

Volume 61 49 14 28 57 26 41 117 46 3 2 6 450
Approach% 49.2 39.5 11.3 25.2 51.4 23.4 20.1 57.4 22.5 27.3 18.2 54.5 Total% 13.6 10.9 3.1 6.2 12.7 5.8 9.1 26.0 10.2 0.7 0.4 1.3 PHF 0.57 0.56 0.91 0.92 0.88
Intersection Turning Movement - Peak Hour Vehicle Count AM
Tuesday October 4, 2023
PM
Glorietta Boulevard Third Street Glorietta Boulevard
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #16 ITM-23-101-15
Glorietta Boulevard & Third Street & Mulinex Drive LLG Ref. 3-23-3827 Westbound Northbound Eastbound
Coronado Housing Element
Glorietta Boulevard
Southbound
Mulinex Drive
Southbound
Westbound
Third Street
Northbound
Glorietta Boulevard
Eastbound
Mulinex Drive
07:00 to 08:00
16:45 to 17:45
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 1 0 0 0 0 0 0 0 0 0 0 0 1
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 2 0 0 0 0 0 0 1 0 0 3
8:00 0 0 0 0 2 0 0 0 0 0 1 0 3
8:15 0 0 0 0 0 0 0 0 0 0 1 0 1
8:30 1 0 0 0 0 0 0 0 0 0 2 0 3
8:45 0 0 0 0 0 0 0 0 0 0 0 0 0
Ped Total
Bike Total 2 0 2 0 2 0 0 0 0 1 4 0 11
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 6 0 0 0 0 0 0 0 0 0 0 0 6
16:15 1 0 0 0 0 0 0 0 0 0 2 0 3
16:30 1 0 0 0 0 2 0 0 0 0 0 0 3
16:45 2 0 0 0 0 0 0 0 0 3 0 0 5
17:00 1 0 0 0 0 1 0 0 0 0 0 0 2
17:15 0 0 0 0 0 0 0 0 0 0 0 0 0
17:30 0 0 0 0 0 0 0 0 0 0 0 0 0
17:45 1 0 0 0 0 0 0 2 0 0 0 0 3
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 6 2 0 0
1 0 0
60 93
PM
Glorietta Boulevard Third Street Glorietta Boulevard Mulinex Drive 18 3 0 0
7 3 4 0
9 8 3 0
5 Totals Southbound Westbound Northbound
4 7
25 7 14 7
1 1
3 0
53 2
0 2
Eastbound
1 1
2 2
0 4
7 Mulinex Drive
Eastbound
Ped
0 4
0 Totals
11 Ped
10 3
0 7
1 0
Ped
3 4
Ped
2 Third Street
Southbound
1 0
5 2
1 3
Glorietta Boulevard
4 Glorietta Boulevard
Northbound
Ped
6 0
0 2
Westbound
Ped
9 2 2 0 13
Ped
1 0 2 1 4
AM
Tuesday October 4, 2023 Coronado Housing Element
Ped Ped Ped
19 11 3
5 0 0 2 7
14 20
6 8
#16 ITM-23-101-15
Glorietta Boulevard & Third Street & Mulinex Drive LLG Ref. 3-23-3827 21 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Mulinex Drive 14 / 11
Glorietta Boulevard
AM: 80 322 25 0
PM: 41 117 46 2
Glorietta Boulevard
AM: 4 26 9 9
PM: 12 14 49 61
25 / 60 Third Street
7 / 3
PM: 3 2 6 5 AM: 5 0 7 5
Time Period
AM = 07:00 to 08:00
PM = 16:45 to 17:45
7 / 19
AM: 5 6 8 2 PM: 28 57 26 3
Intersection Turning Movement - Peak Hour Summary
#16 ITM-23-101-15
Glorietta Boulevard & Third Street & Mulinex Drive LLG Ref. 3-23-3827 Tuesday October 4, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 1 11 0 0 0 0 0 37 22 0 61 20 152
7:15 4 18 0 0 0 0 0 24 21 1 80 20 168
7:30 5 23 0 0 0 0 0 25 22 1 78 17 171
7:45 8 26 0 0 0 0 0 24 13 2 68 12 153
8:00 8 30 0 0 0 0 0 33 19 5 67 13 175
8:15 6 36 0 0 0 0 0 27 23 3 75 18 188
8:30 7 31 0 0 0 0 0 31 20 3 98 13 203
8:45 7 37 0 0 0 0 0 27 23 6 115 17 232
Total 46 212 0 0 0 0 0 228 163 21 642 130 1442
Approach% 17.8 82.2 - - - - - 58.3 41.7 2.6 81.0 16.4
Total% 3.2 14.7 - - - - - 15.8 11.3 1.5 44.5 9.0
AM Intersection Peak Hour:

Volume 28 134 - - - - - 118 85 17 355 61 798
Approach% 17.3 82.7 - - - - - 58.1 41.9 3.9 82.0 14.1
Total% 3.5 16.8 - - - - - 14.8 10.7 2.1 44.5 7.6
PHF 0.92 #DIV/0! 0.98 0.78 0.86
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 40 54 0 0 0 0 0 28 9 12 240 50 433
16:15 37 60 0 0 0 0 0 17 8 6 357 36 521
16:30 63 59 0 0 0 0 0 23 20 4 259 28 456
16:45 41 51 0 0 0 0 0 31 25 4 275 24 451
17:00 38 54 0 0 0 0 0 30 18 9 308 23 480
17:15 22 55 0 0 0 0 0 28 21 7 220 20 373
17:30 32 34 0 0 0 0 0 19 35 1 217 24 362
17:45 7 47 0 0 0 0 0 21 26 7 212 19 339
Total 280 414 0 0 0 0 0 197 162 50 2088 224 3415
Approach% 40.3 59.7 - - - - - 54.9 45.1 2.1 88.4 9.5
Total% 8.2 12.1 - - - - - 5.8 4.7 1.5 61.1 6.6
PM Intersection Peak Hour:

Volume 179 224 - - - - - 101 71 23 1,199 111 1,908
Approach% 44.4 55.6 - - - - - 58.7 41.3 1.7 89.9 8.3
Total% 9.4 11.7 - - - - - 5.3 3.7 1.2 62.8 5.8
PHF 0.83 #DIV/0! 0.77 0.84 0.92
16:15 to 17:15
#12 ITM-23-101-12
Alameda Boulevard & 4th Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Alameda Boulevard
Southbound
McCain Boulevard
Southbound
Westbound
4th Street
Northbound
Alameda Boulevard
Eastbound
McCain Boulevard
08:00 to 09:00
AM
Wednesday October 5, 2023
PM
Alameda Boulevard 4th Street Alameda Boulevard
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 1 0 0 0 0 0 1 2 0 0 0 1 5
7:15 0 0 0 0 0 0 0 2 0 0 0 1 3
7:30 0 2 0 0 2 0 0 1 0 1 2 2 10
7:45 1 2 0 0 0 1 0 0 0 0 2 3 9
8:00 0 0 0 0 0 0 1 3 0 0 1 1 6
8:15 0 0 0 0 0 0 1 0 1 0 1 0 3
8:30 0 4 0 0 0 0 0 0 0 0 4 2 10
8:45 0 3 0 0 0 0 0 0 0 0 1 1 5
Ped Total
Bike Total 2 11 0 0 2 1 3 8 1 1 11 11 51
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 2 4 0 0 0 0 0 2 0 0 3 2 13
16:15 0 9 0 0 0 0 0 1 0 1 1 1 13
16:30 2 5 0 0 0 0 0 1 0 0 1 2 11
16:45 0 3 0 0 0 0 0 1 0 0 1 1 6
17:00 1 3 0 0 0 0 0 3 0 1 2 0 10
17:15 1 6 0 0 0 0 0 0 0 0 2 2 11
17:30 2 1 0 0 0 0 0 11 0 0 4 0 18
17:45 0 2 0 0 0 0 0 5 1 1 1 1 11
Ped Total
Bike Total 8 33 0 0 0 0 0 24 1 3 15 9 93
7 0 12
1 1 0 2 4
4 3
5 4
#12 ITM-23-101-12
Alameda Boulevard & 4th Street LLG Ref. 3-23-3827
5 3 0 0 1 4
Ped
2 0 0 3 5
AM
Wednesday October 5, 2023 Coronado Housing Element
Ped Ped Ped Ped
1 1
Ped
3 4th Street
Southbound
1 1
0 4
2 1
Alameda Boulevard
0 Alameda Boulevard
Northbound
Ped
0 0
0 0
Westbound
Ped
0 0
0 0
1 5
8 McCain Boulevard
Eastbound
Ped
0 0
2 Totals
0 Ped
0 4
3 5
2 3
Totals Southbound Westbound Northbound
4 8
9 10 0 15
3 2
1 0
34 3
0 0
Eastbound
15 PM
Alameda Boulevard 4th Street Alameda Boulevard McCain Boulevard 3 1 0 1
1 1 0 2
1 2 0 0
3 1 1 0 2
1 0 1
34 Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Alameda Boulevard & 4th Street LLG Ref. 3-23-3827
Wednesday October 5, 2023 Coronado Housing Element
N
Intersection Turning Movement - Peak Hour Summary
#12 ITM-23-101-12 15 / 12
PM: 23 1199 111 27 AM: 17 355 61 23
Time Period
AM = 08:00 to 09:00
PM = 16:15 to 17:15
10 / 7
AM: 0 0 0 3 PM: 0 0 0 0
Alameda Boulevard
AM: 13 0 134 28
PM: 41 0 224 179
9 / 15 4th Street
McCain Boulevard 0 / 0
Alameda Boulevard
AM: 0 118 85 12
PM: 0 101 71 25
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 65 328 0 0 0 0 0 51 70 5 107 9 635
7:15 73 313 0 0 0 0 0 53 64 5 149 9 666
7:30 73 349 0 0 0 0 0 39 61 6 128 6 662
7:45 63 340 0 0 0 0 0 42 61 4 143 7 660
8:00 56 292 0 0 0 0 0 73 59 11 131 10 632
8:15 41 257 0 0 0 0 0 66 74 6 160 17 621
8:30 56 203 0 0 0 0 0 65 80 11 173 19 607
8:45 56 210 0 0 0 0 0 54 47 4 161 14 546
Total 483 2292 0 0 0 0 0 443 516 52 1152 91 5029
Approach% 17.4 82.6 - - - - - 46.2 53.8 4.0 89.0 7.0
Total% 9.6 45.6 - - - - - 8.8 10.3 1.0 22.9 1.8
AM Intersection Peak Hour:

Volume 274 1,330 - - - - - 185 256 20 527 31 2,623
Approach% 17.1 82.9 - - - - - 42.0 58.0 3.5 91.2 5.4
Total% 10.4 50.7 - - - - - 7.1 9.8 0.8 20.1 1.2
PHF 0.95 #DIV/0! 0.91 0.89 0.98
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 73 216 0 0 0 0 0 52 52 0 415 12 820
16:15 99 256 0 0 0 0 0 52 43 1 466 7 924
16:30 96 251 0 0 0 0 0 58 56 3 451 10 925
16:45 98 247 0 0 0 0 0 61 56 4 395 10 871
17:00 108 282 0 0 0 0 0 50 63 8 359 12 882
17:15 95 233 0 0 0 0 0 69 40 1 338 9 785
17:30 80 262 0 0 0 0 0 67 64 7 319 16 815
17:45 74 271 0 0 0 0 0 39 62 8 269 6 729
Total 723 2018 0 0 0 0 0 448 436 32 3012 82 6751
Approach% 26.4 73.6 - - - - - 50.7 49.3 1.0 96.4 2.6
Total% 10.7 29.9 - - - - - 6.6 6.5 0.5 44.6 1.2
PM Intersection Peak Hour:

Volume 401 1,036 - - - - - 221 218 16 1,671 39 3,602
Approach% 27.9 72.1 - - - - - 50.3 49.7 0.9 96.8 2.3
Total% 11.1 28.8 - - - - - 6.1 6.1 0.4 46.4 1.1
PHF 0.92 #DIV/0! 0.94 0.91 0.97
Intersection Turning Movement - Peak Hour Vehicle Count AM
Tuesday October 4, 2023
PM
Orange Avenue 4th Street Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #09 ITM-23-101-09
Orange Avenue & 4th Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Orange Avenue
Southbound
4th Street
Southbound
Westbound
4th Street
Northbound
Orange Avenue
Eastbound
4th Street
07:00 to 08:00
16:15 to 17:15
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 0 0 0 0 0 0 0 0 0 0 0 0 0
8:00 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 0 3 2 0 0 0 0 1 0 0 0 0 6
8:30 0 4 0 0 0 0 0 1 0 0 0 0 5
8:45 0 6 0 0 0 0 0 1 0 0 0 0 7
Ped Total
Bike Total 0 13 2 0 0 0 0 3 0 0 0 0 18
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0
16:15 0 0 0 0 0 0 0 0 0 0 1 0 1
16:30 0 0 0 0 0 0 0 0 0 0 0 0 0
16:45 0 0 0 0 0 0 0 3 1 0 0 0 4
17:00 0 1 0 0 0 0 0 14 0 0 3 0 18
17:15 0 1 0 0 0 0 0 4 0 0 0 0 5
17:30 1 0 0 0 0 0 0 3 0 0 0 0 4
17:45 0 4 0 0 0 0 0 1 0 0 1 0 6
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 0 3 0 12
5 0 4
0 122
PM
Orange Avenue 4th Street Orange Avenue 4th Street
0 14 0 4
0 3 2 2
0 11 2 20
0 Totals Southbound Westbound Northbound
7 7
0 45 4 25
0 3
0 7
74 4
0 0
Eastbound
0 7
4 0
5 17
11 4th Street
Eastbound
Ped
2 7
3 Totals
2 Ped
14 8
4 8
2 4
Ped
0 0
Ped
0 4th Street
Southbound
4 11
0 7
0 0
Orange Avenue
0 Orange Avenue
Northbound
Ped
0 0
0 0
Westbound
Ped
0 3 1 6 10
Ped
0 0 6 3 9
AM
Tuesday October 4, 2023 Coronado Housing Element
Ped Ped Ped
52 11 59
0 13 0 8 21
7 33
9 15
#09 ITM-23-101-09
Orange Avenue & 4th Street LLG Ref. 3-23-3827
18 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:
4th Street 4 / 11
Orange Avenue
AM: 0 185 256 3
PM: 0 221 218 26
Orange Avenue
AM: 15 0 1330 274
PM: 7 0 1036 401
0 / 0 4th Street
25 / 59
PM: 16 1671 39 5 AM: 20 527 31 0
Time Period
AM = 07:00 to 08:00
PM = 16:15 to 17:15
45 / 52
AM: 0 0 0 0 PM: 0 0 0 0
Intersection Turning Movement - Peak Hour Summary
#09 ITM-23-101-09
Orange Avenue & 4th Street LLG Ref. 3-23-3827
Tuesday October 4, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 1 27 8 3 12 1 1 39 1 11 1 2 107
7:15 2 31 7 1 6 2 7 25 2 20 2 2 107
7:30 2 38 9 4 6 1 2 26 2 15 3 4 112
7:45 2 23 15 1 5 3 4 30 2 8 9 4 106
8:00 1 36 14 6 9 0 8 38 6 13 8 3 142
8:15 1 40 13 5 5 1 3 28 2 18 5 4 125
8:30 0 35 14 3 8 3 6 28 5 15 5 2 124
8:45 0 45 10 2 2 1 5 39 1 12 4 3 124
Total 9 275 90 25 53 12 36 253 21 112 37 24 947
Approach% 2.4 73.5 24.1 27.8 58.9 13.3 11.6 81.6 6.8 64.7 21.4 13.9 Total% 1.0 29.0 9.5 2.6 5.6 1.3 3.8 26.7 2.2 11.8 3.9 2.5 AM Intersection Peak Hour:

Volume 2 156 51 16 24 5 22 133 14 58 22 12 515
Approach% 1.0 74.6 24.4 35.6 53.3 11.1 13.0 78.7 8.3 63.0 23.9 13.0 Total% 0.4 30.3 9.9 3.1 4.7 1.0 4.3 25.8 2.7 11.3 4.3 2.3 PHF 0.95 0.75 0.81 0.85 0.91
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 27 63 8 1 6 3 5 24 2 11 9 8 167
16:15 10 73 5 2 3 0 2 20 2 8 7 2 134
16:30 2 58 16 2 10 3 4 23 1 9 5 3 136
16:45 6 58 9 0 2 1 2 40 2 8 3 8 139
17:00 1 65 9 1 6 1 2 38 3 12 23 1 162
17:15 5 50 13 2 4 2 3 27 3 15 4 2 130
17:30 1 47 8 0 2 0 2 35 2 11 6 2 116
17:45 3 49 8 2 5 3 4 42 1 10 7 2 136
Total 55 463 76 10 38 13 24 249 16 84 64 28 1120
Approach% 9.3 77.9 12.8 16.4 62.3 21.3 8.3 86.2 5.5 47.7 36.4 15.9 Total% 4.9 41.3 6.8 0.9 3.4 1.2 2.1 22.2 1.4 7.5 5.7 2.5 PM Intersection Peak Hour:

Volume 45 252 38 5 21 7 13 107 7 36 24 21 576
Approach% 13.4 75.2 11.3 15.2 63.6 21.2 10.2 84.3 5.5 44.4 29.6 25.9 Total% 7.8 43.8 6.6 0.9 3.6 1.2 2.3 18.6 1.2 6.3 4.2 3.6 PHF 0.85 0.55 0.72 0.72 0.86
Intersection Turning Movement - Peak Hour Vehicle Count AM
Wednesday October 5, 2023
PM
Alameda Boulevard 6th Street Alameda Boulevard
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #13 ITM-23-101-13
Alameda Boulevard & 6th Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Alameda Boulevard
Southbound
6th Street
Southbound
Westbound
6th Street
Northbound
Alameda Boulevard
Eastbound
6th Street
08:00 to 09:00
16:00 to 17:00
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 1 1 0 0 0 0 2 0 0 2 0 6
7:15 0 0 1 0 1 0 0 2 0 0 0 0 4
7:30 1 0 0 0 0 0 0 1 0 0 2 0 4
7:45 2 0 2 0 0 1 0 2 2 0 15 0 24
8:00 0 0 0 1 6 0 0 2 1 0 22 0 32
8:15 0 3 1 1 0 0 0 1 0 0 10 2 18
8:30 0 2 3 0 1 1 0 0 0 0 0 0 7
8:45 0 0 1 0 0 0 0 0 0 0 2 0 3
Ped Total
Bike Total 3 6 9 2 8 2 0 10 3 0 53 2 98
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 1 4 0 1 0 0 0 0 2 3 0 11
16:15 0 5 1 1 2 0 0 0 0 0 0 0 9
16:30 1 2 1 0 0 0 0 0 0 0 2 0 6
16:45 1 2 2 0 1 0 0 0 0 2 1 0 9
17:00 0 2 0 0 1 0 0 2 0 0 2 0 7
17:15 0 4 3 0 1 0 0 0 0 4 2 0 14
17:30 1 0 0 0 3 0 0 6 0 1 1 0 12
17:45 1 0 1 0 3 0 0 3 0 1 6 0 15
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 1 2 1 2
1 2 1
4 37
PM
Alameda Boulevard 6th Street Alameda Boulevard 6th Street 0 2 4 1
0 1 1 3
0 0 2 0
1 Totals Southbound Westbound Northbound
7 16
16 22 27 29
3 3
0 2
94 7
2 2
Eastbound
0 1
6 1
3 17
7 6th Street
Eastbound
Ped
0 6
10 Totals
3 Ped
9 23
1 12
5 1
Ped
2 2
Ped
4 6th Street
Southbound
3 4
1 2
2 3
Alameda Boulevard
2 Alameda Boulevard
Northbound
Ped
1 1
8 6
Westbound
Ped
1 1 2 0 4
Ped
0 0 1 1 2
AM
Wednesday October 5, 2023 Coronado Housing Element
Ped Ped Ped
7 15 11
1 0 2 3 6
5 2
5 6
#13 ITM-23-101-13
Alameda Boulevard & 6th Street LLG Ref. 3-23-3827
7 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:
6th Street 27 / 15
Alameda Boulevard
AM: 22 133 14 13
PM: 13 107 7 11
Alameda Boulevard
AM: 18 51 156 2
PM: 32 38 252 45
16 / 4 6th Street
29 / 11
PM: 36 24 21 27 AM: 58 22 12 55
Time Period
AM = 08:00 to 09:00
PM = 16:00 to 17:00
22 / 7
AM: 16 24 5 12 PM: 5 21 7 13
Intersection Turning Movement - Peak Hour Summary
#13 ITM-23-101-13
Alameda Boulevard & 6th Street LLG Ref. 3-23-3827
Wednesday October 5, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 3 286 14 0 1 5 8 98 2 10 6 8 441
7:15 7 312 15 0 3 4 13 112 4 10 5 3 488
7:30 9 296 10 0 8 2 15 75 1 7 11 7 441
7:45 6 270 13 1 8 4 19 100 5 15 18 1 460
8:00 5 249 17 2 10 1 30 115 4 6 21 19 479
8:15 11 206 19 0 16 5 20 109 2 21 19 17 445
8:30 8 236 9 0 9 5 10 137 2 9 12 6 443
8:45 4 199 13 4 3 7 2 99 3 6 7 9 356
Total 53 2054 110 7 58 33 117 845 23 84 99 70 3553
Approach% 2.4 92.6 5.0 7.1 59.2 33.7 11.9 85.8 2.3 33.2 39.1 27.7 Total% 1.5 57.8 3.1 0.2 1.6 0.9 3.3 23.8 0.6 2.4 2.8 2.0 AM Intersection Peak Hour:

Volume 27 1,127 55 3 29 11 77 402 14 38 55 30 1,868
Approach% 2.2 93.2 4.5 7.0 67.4 25.6 15.6 81.5 2.8 30.9 44.7 24.4 Total% 1.4 60.3 2.9 0.2 1.6 0.6 4.1 21.5 0.7 2.0 2.9 1.6 PHF 0.90 0.83 0.83 0.67 0.94
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 8 229 13 2 5 5 10 121 1 20 39 1 454
16:15 9 197 12 5 5 2 13 103 5 11 37 7 406
16:30 7 210 10 2 9 6 10 122 2 28 30 10 446
16:45 7 231 7 2 11 9 4 110 1 14 19 7 422
17:00 6 245 5 0 9 5 8 142 2 16 19 7 464
17:15 5 230 5 2 6 5 4 98 1 9 10 6 381
17:30 3 245 10 1 2 4 5 123 1 11 13 16 434
17:45 6 222 6 4 9 2 5 90 2 6 13 4 369
Total 51 1809 68 18 56 38 59 909 15 115 180 58 3376
Approach% 2.6 93.8 3.5 16.1 50.0 33.9 6.0 92.5 1.5 32.6 51.0 16.4 Total% 1.5 53.6 2.0 0.5 1.7 1.1 1.7 26.9 0.4 3.4 5.3 1.7 PM Intersection Peak Hour:

Volume 29 883 34 9 34 22 35 477 10 69 105 31 1,738
Approach% 3.1 93.3 3.6 13.8 52.3 33.8 6.7 91.4 1.9 33.7 51.2 15.1 Total% 1.7 50.8 2.0 0.5 2.0 1.3 2.0 27.4 0.6 4.0 6.0 1.8 PHF 0.92 0.74 0.86 0.75 0.90
Intersection Turning Movement - Peak Hour Vehicle Count AM
Wednesday October 5, 2023
PM
Orange Avenue 6th Street Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #08 ITM-23-101-08
Orange Avenue & 6th Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Orange Avenue
Southbound
6th Street
Southbound
Westbound
6th Street
Northbound
Orange Avenue
Eastbound
6th Street
07:15 to 08:15
16:15 to 17:15
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 2 0 2
7:30 0 0 0 0 7 0 0 0 0 0 3 0 10
7:45 0 1 0 0 36 0 0 0 0 0 5 0 42
8:00 0 1 0 0 51 0 0 1 0 0 7 0 60
8:15 0 0 0 0 16 0 0 1 0 0 1 0 18
8:30 0 1 0 0 1 0 0 0 0 0 0 0 2
8:45 0 1 1 0 0 0 0 0 0 0 3 0 5
Ped Total
Bike Total 0 4 1 0 111 0 0 2 0 0 21 0 139
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 1 1 0 2 0 0 0 0 0 9 0 13
16:15 0 1 0 0 1 0 0 0 0 0 7 0 9
16:30 0 1 0 0 1 0 0 0 0 0 4 0 6
16:45 0 0 1 0 3 0 0 0 1 0 1 0 6
17:00 0 0 0 0 0 0 0 0 0 0 4 0 4
17:15 0 0 0 0 6 0 0 3 0 0 5 0 14
17:30 0 0 0 0 2 0 1 0 0 0 6 0 9
17:45 0 3 1 0 3 0 0 2 0 0 3 0 12
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 0 4 3 5
3 4 7
17 158
PM
Orange Avenue 6th Street Orange Avenue 6th Street
0 3 9 9
5 4 7 3
8 10 3 8
0 Totals Southbound Westbound Northbound
13 12
25 29 60 19
3 4
2 3
133
7 5
0 Eastbound
4 5
17 13
4 23
29 6th Street
Eastbound
Ped
1 3
3 Totals
6 Ped
17 15
0 18
0 5
Ped
0 6
Ped
1 6th Street
Southbound
0 2
5 4
4 7
Orange Avenue
0 Orange Avenue
Northbound
Ped
1 4
8 12
Westbound
Ped
4 6 7 3 20
Ped
0 0 5 24 29
AM
Wednesday October 5, 2023 Coronado Housing Element
Ped Ped Ped
43 39 59
0 13 1 0 14
19 29
14 12
#08 ITM-23-101-08
Orange Avenue & 6th Street LLG Ref. 3-23-3827
21 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:
6th Street 60 / 39
Orange Avenue
AM: 77 402 14 2
PM: 35 477 10 7
Orange Avenue
AM: 5 55 1127 27
PM: 9 34 883 29
25 / 17 6th Street
19 / 59
PM: 69 105 31 39 AM: 38 55 30 21
Time Period
AM = 07:15 to 08:15
PM = 16:15 to 17:15
29 / 43
AM: 3 29 11 111 PM: 9 34 22 18
Intersection Turning Movement - Peak Hour Summary
#08 ITM-23-101-08
Orange Avenue & 6th Street LLG Ref. 3-23-3827
Wednesday October 5, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 7 262 15 1 0 0 3 83 2 16 3 8 400
7:15 7 282 15 2 2 1 12 105 4 8 6 4 448
7:30 4 312 8 3 7 4 8 102 2 11 10 7 478
7:45 6 239 11 3 20 13 20 107 1 14 10 9 453
8:00 6 248 12 6 9 4 16 120 2 25 12 6 466
8:15 6 240 11 3 8 6 23 105 5 24 18 11 460
8:30 11 202 7 5 9 6 11 108 7 14 18 8 406
8:45 4 193 10 2 6 0 10 89 5 13 4 5 341
Total 51 1978 89 25 61 34 103 819 28 125 81 58 3452
Approach% 2.4 93.4 4.2 20.8 50.8 28.3 10.8 86.2 2.9 47.3 30.7 22.0 Total% 1.5 57.3 2.6 0.7 1.8 1.0 3.0 23.7 0.8 3.6 2.3 1.7 AM Intersection Peak Hour:

Volume 22 1,039 42 15 44 27 67 434 10 74 50 33 1,857
Approach% 2.0 94.2 3.8 17.4 51.2 31.4 13.1 84.9 2.0 47.1 31.8 21.0 Total% 1.2 56.0 2.3 0.8 2.4 1.5 3.6 23.4 0.5 4.0 2.7 1.8 PHF 0.85 0.60 0.93 0.74 0.97
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 7 171 15 0 9 1 6 95 1 21 24 12 362
16:15 5 194 15 1 6 7 11 83 2 14 27 7 372
16:30 10 188 10 1 8 1 16 100 1 14 11 9 369
16:45 7 202 13 0 6 3 10 99 2 6 11 5 364
17:00 5 213 11 3 3 5 5 95 4 19 15 4 382
17:15 2 223 17 0 4 2 12 96 4 13 12 5 390
17:30 7 214 11 2 6 3 8 91 0 17 16 6 381
17:45 6 214 8 1 7 0 10 82 0 15 11 8 362
Total 49 1619 100 8 49 22 78 741 14 119 127 56 2982
Approach% 2.8 91.6 5.7 10.1 62.0 27.8 9.4 89.0 1.7 39.4 42.1 18.5 Total% 1.6 54.3 3.4 0.3 1.6 0.7 2.6 24.8 0.5 4.0 4.3 1.9 PM Intersection Peak Hour:

Volume 21 852 52 5 19 13 35 381 10 55 54 20 1,517
Approach% 2.3 92.1 5.6 13.5 51.4 35.1 8.2 89.4 2.3 42.6 41.9 15.5 Total% 1.4 56.2 3.4 0.3 1.3 0.9 2.3 25.1 0.7 3.6 3.6 1.3 PHF 0.96 0.84 0.95 0.83 0.97
16:45 to 17:45
#07 ITM-23-101-07
Orange Avenue & 8th Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Orange Avenue
Southbound
8th Street
Southbound
Westbound
8th Street
Northbound
Orange Avenue
Eastbound
8th Street
07:30 to 08:30
AM
Wednesday October 5, 2023
PM
Orange Avenue 8th Street Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 1 0 0 0 0 0 0 0 0 0 2 0 3
7:30 0 1 0 0 0 0 0 0 0 0 0 0 1
7:45 0 1 0 0 4 0 0 0 0 0 1 0 6
8:00 0 0 0 0 0 0 0 1 0 0 1 0 2
8:15 0 0 0 0 1 0 0 1 0 0 0 0 2
8:30 0 1 0 0 0 0 0 0 0 0 0 0 1
8:45 0 0 0 0 0 0 1 0 0 0 2 0 3
Ped Total
Bike Total 1 3 0 0 5 0 1 2 0 0 6 0 18
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0
16:15 0 0 1 0 1 0 0 0 0 0 2 0 4
16:30 0 1 0 0 0 0 1 0 0 0 1 0 3
16:45 0 0 0 0 0 0 1 1 0 0 0 0 2
17:00 0 0 0 0 2 0 0 0 0 0 0 0 2
17:15 0 0 0 0 1 0 0 0 0 0 0 0 1
17:30 0 0 0 0 2 0 0 0 0 0 0 0 2
17:45 0 2 0 0 0 0 0 2 0 0 0 0 4
Ped Total
Bike Total 0 3 1 0 6 0 2 3 0 0 3 0 18
32 70 118
1 5 9 7 22
34 41
36 43
#07 ITM-23-101-07
Orange Avenue & 8th Street LLG Ref. 3-23-3827
14 0 3 7 6 16
Ped
0 0 6 26 32
AM
Wednesday October 5, 2023 Coronado Housing Element
Ped Ped Ped Ped
6 1
Ped
4 8th Street
Southbound
3 6
0 3
0 4
Orange Avenue
0 Orange Avenue
Northbound
Ped
0 2
3 6
Westbound
Ped
4 5
2 1
2 13
17 8th Street
Eastbound
Ped
4 4
5 Totals
8 Ped
11 16
1 11
5 9
Totals Southbound Westbound Northbound
9 22
16 28 23 40
4 8
1 2
107
3 2
7 Eastbound
18 PM
Orange Avenue 8th Street Orange Avenue 8th Street
3 0 4 7
0 4 16 14
3 4 8 26
8 3 13 10 17
3 10 15
238
Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Orange Avenue & 8th Street LLG Ref. 3-23-3827
Wednesday October 5, 2023 Coronado Housing Element
N
Intersection Turning Movement - Peak Hour Summary
#07 ITM-23-101-07 40 / 118
PM: 55 54 20 3 AM: 74 50 33 6
Time Period
AM = 07:30 to 08:30
PM = 16:45 to 17:45
28 / 32
AM: 15 44 27 5 PM: 5 19 13 6
Orange Avenue
AM: 4 42 1039 22
PM: 4 52 852 21
16 / 18 8th Street
8th Street 23 / 70
Orange Avenue
AM: 67 434 10 3
PM: 35 381 10 5
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 9 282 8 1 2 2 14 107 1 10 7 13 456
7:15 7 284 12 1 7 1 16 74 0 6 10 10 428
7:30 8 217 13 0 7 7 12 103 2 4 10 12 395
7:45 9 231 13 5 14 15 16 113 2 5 17 8 448
8:00 5 220 14 4 13 8 22 142 0 5 17 9 459
8:15 7 202 12 0 7 8 21 146 5 10 12 14 444
8:30 11 199 21 5 9 2 14 112 2 12 17 21 425
8:45 19 184 15 5 11 6 17 63 3 16 17 10 366
Total 75 1819 108 21 70 49 132 860 15 68 107 97 3421
Approach% 3.7 90.9 5.4 15.0 50.0 35.0 13.1 85.4 1.5 25.0 39.3 35.7 Total% 2.2 53.2 3.2 0.6 2.0 1.4 3.9 25.1 0.4 2.0 3.1 2.8 AM Intersection Peak Hour:

Volume 32 852 60 14 43 33 73 513 9 32 63 52 1,776
Approach% 3.4 90.3 6.4 15.6 47.8 36.7 12.3 86.2 1.5 21.8 42.9 35.4 Total% 1.8 48.0 3.4 0.8 2.4 1.9 4.1 28.9 0.5 1.8 3.5 2.9 PHF 0.93 0.66 0.86 0.74 0.97
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 9 188 12 7 8 8 10 120 1 19 14 23 419
16:15 6 214 10 4 14 7 14 86 4 12 28 31 430
16:30 12 175 5 6 10 9 14 91 5 12 12 18 369
16:45 18 221 11 6 9 6 8 88 5 11 24 23 430
17:00 8 188 8 4 9 11 15 99 3 15 14 19 393
17:15 14 215 6 5 10 8 10 83 8 8 10 20 397
17:30 12 198 4 1 5 19 15 93 1 16 12 14 390
17:45 15 183 9 3 12 6 15 83 5 9 11 11 362
Total 94 1582 65 36 77 74 101 743 32 102 125 159 3190
Approach% 5.4 90.9 3.7 19.3 41.2 39.6 11.5 84.8 3.7 26.4 32.4 41.2 Total% 2.9 49.6 2.0 1.1 2.4 2.3 3.2 23.3 1.0 3.2 3.9 5.0 PM Intersection Peak Hour:

Volume 45 798 38 23 41 30 46 385 15 54 78 95 1,648
Approach% 5.1 90.6 4.3 24.5 43.6 31.9 10.3 86.3 3.4 23.8 34.4 41.9 Total% 2.7 48.4 2.3 1.4 2.5 1.8 2.8 23.4 0.9 3.3 4.7 5.8 PHF 0.88 0.94 0.85 0.80 0.96
16:00 to 17:00
#06 ITM-23-101-06
Orange Avenue & 10th Street LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Orange Avenue
Southbound
10th Street
Southbound
Westbound
10th Street
Northbound
Orange Avenue
Eastbound
10th Street
07:45 to 08:45
AM
Thursday September 28, 2023
PM
Orange Avenue 10th Street Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 1 0 0 0 0 0 1 1 3
7:15 0 0 0 1 2 0 0 0 0 0 2 0 5
7:30 0 0 0 0 0 0 0 0 0 0 1 0 1
7:45 0 0 0 0 7 0 0 0 0 0 1 1 9
8:00 0 1 0 0 9 0 0 2 0 0 5 0 17
8:15 0 0 0 0 1 0 0 0 0 0 2 0 3
8:30 0 2 0 0 2 0 0 0 0 0 0 1 5
8:45 0 0 0 1 0 0 0 3 0 0 2 1 7
Ped Total
Bike Total 0 3 0 2 22 0 0 5 0 0 14 4 50
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 3 0 0 0 0 0 2 0 5
16:15 0 2 0 0 7 0 0 0 0 0 8 0 17
16:30 0 0 0 0 1 0 0 1 0 0 1 1 4
16:45 0 1 0 2 1 0 0 0 0 0 0 0 4
17:00 0 2 0 0 2 0 0 0 0 0 1 0 5
17:15 0 0 0 0 0 0 0 2 0 0 2 0 4
17:30 0 0 0 0 4 0 0 0 0 2 6 0 12
17:45 0 0 0 0 8 0 0 0 0 0 0 0 8
Ped Total
Bike Total 0 5 0 2 26 0 0 3 0 2 20 1 59
84 208 252
19 8 32 16 75
55 100
76 110
#06 ITM-23-101-06
Orange Avenue & 10th Street LLG Ref. 3-23-3827
65 25 24 37 28 114
Ped
24 0 16 44 84
AM
Thursday September 28, 2023 Coronado Housing Element
Ped Ped Ped Ped
17 4
Ped
26 10th Street
Southbound
8 1
2 5
4 21
Orange Avenue
7 Orange Avenue
Northbound
Ped
1 2
5 1
Westbound
Ped
4 5
5 8
0 18
58 10th Street
Eastbound
Ped
5 5
19 Totals
17 Ped
14 41
6 19
8 24
Totals Southbound Westbound Northbound
39 67
102 25 24 122
16 39
21 2
273
0 0
2 Eastbound
135
PM
Orange Avenue 10th Street Orange Avenue 10th Street
11 7 15 32
14 0 26 15
16 8 30 46
12 14 25 29 42
12 23 29
679
Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Orange Avenue & 10th Street LLG Ref. 3-23-3827
Thursday September 28, 2023 Coronado Housing Element
N
Intersection Turning Movement - Peak Hour Summary
#06 ITM-23-101-06 122 / 252
PM: 54 78 95 23 AM: 32 63 52 18
Time Period
AM = 07:45 to 08:45
PM = 16:00 to 17:00
25 / 84
AM: 14 43 33 24 PM: 23 41 30 28
Orange Avenue
AM: 3 60 852 32
PM: 5 38 798 45
102 / 135 10th Street
10th Street 24 / 208
Orange Avenue
AM: 73 513 9 5
PM: 46 385 15 3
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 0 0 37 0 2 0 0 0 0 140 23 0 202
7:15 2 0 36 0 3 0 0 0 0 106 38 0 185
7:30 1 0 45 0 3 0 0 0 0 115 38 0 202
7:45 0 0 40 0 7 0 0 0 0 102 30 0 179
8:00 2 0 80 0 6 1 0 0 0 92 31 0 212
8:15 0 0 65 0 9 1 0 0 0 83 45 0 203
8:30 1 0 80 0 8 2 0 0 0 114 42 0 247
8:45 2 0 64 0 6 1 0 0 0 80 52 0 205
Total 8 0 447 0 44 5 0 0 0 832 299 0 1635
Approach% 1.8 - 98.2 - 89.8 10.2 - - - 73.6 26.4 -
Total% 0.5 - 27.3 - 2.7 0.3 - - - 50.9 18.3 -
AM Intersection Peak Hour:

Volume 5 - 289 - 29 5 - - - 369 170 - 867
Approach% 1.7 - 98.3 - 85.3 14.7 - - - 68.5 31.5 -
Total% 0.6 - 33.3 - 3.3 0.6 - - - 42.6 19.6 -
PHF 0.90 0.85 #DIV/0! 0.86 0.88
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 1 0 38 0 12 0 0 0 0 103 45 0 199
16:15 2 0 47 0 7 2 0 0 0 90 48 0 196
16:30 0 0 55 0 9 0 0 0 0 98 38 0 200
16:45 1 0 60 0 14 1 0 0 0 76 34 0 186
17:00 0 0 41 0 12 2 0 0 0 84 48 0 187
17:15 4 0 55 0 11 0 0 0 0 84 44 0 198
17:30 1 0 41 0 10 4 0 0 0 81 38 0 175
17:45 0 0 38 0 10 0 0 0 0 62 39 0 149
Total 9 0 375 0 85 9 0 0 0 678 334 0 1490
Approach% 2.3 - 97.7 - 90.4 9.6 - - - 67.0 33.0 -
Total% 0.6 - 25.2 - 5.7 0.6 - - - 45.5 22.4 -
PM Intersection Peak Hour:

Volume 4 - 200 - 42 3 - - - 367 165 - 781
Approach% 2.0 - 98.0 - 93.3 6.7 - - - 69.0 31.0 -
Total% 0.5 - 25.6 - 5.4 0.4 - - - 47.0 21.1 -
PHF 0.84 0.75 #DIV/0! 0.90 0.98
Intersection Turning Movement - Peak Hour Vehicle Count AM
Thursday September 28, 2023
PM
Pomona Avenue Glorietta Boulevard -
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #05 ITM-23-101-05
Pomona Avenue & Glorietta Boulevard LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Pomona Avenue
Southbound
Glorietta Boulevard
Southbound
Westbound
Glorietta Boulevard
Northbound
-
Eastbound
Glorietta Boulevard
08:00 to 09:00
16:00 to 17:00
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 1 0 0 0 0 0 0 0 2 0 3
7:15 0 0 2 0 0 0 0 0 0 1 2 0 5
7:30 0 0 0 0 0 0 0 0 0 0 5 0 5
7:45 0 0 2 0 1 4 0 0 0 5 4 0 16
8:00 0 0 0 0 2 2 0 0 0 9 5 0 18
8:15 0 0 3 0 2 2 0 0 0 9 4 0 20
8:30 0 0 0 0 0 1 0 0 0 4 0 0 5
8:45 0 0 0 0 1 1 0 0 0 1 3 0 6
Ped Total
Bike Total 0 0 8 0 6 10 0 0 0 29 25 0 78
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 0 0 2 2 0 4
16:15 0 0 0 0 2 0 0 0 0 1 4 0 7
16:30 0 0 0 0 2 0 0 0 0 3 3 0 8
16:45 0 0 0 0 1 0 0 0 0 3 5 0 9
17:00 0 0 2 0 1 0 0 0 0 1 2 0 6
17:15 0 0 5 0 0 0 0 0 0 1 4 0 10
17:30 0 0 1 0 7 0 0 0 0 1 2 0 11
17:45 1 0 4 0 3 1 0 0 0 0 16 0 25
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 8 3 0 0
1 0 0
21 25
PM
Pomona Avenue Glorietta Boulevard - Glorietta Boulevard 2 0 0 0
0 0 0 0
5 0 0 0
2 Totals Southbound Westbound Northbound
8 1
32 4 0 4
2 0
5 1
40 0
0 0
Eastbound
0 0
0 0
0 6
6 Glorietta Boulevard
Eastbound
Ped
0 0
0 Totals
1 Ped
3 8
1 7
1 0
Ped
8 5
Ped
1 Glorietta Boulevard
Southbound
1 2
3 0
3 6
Pomona Avenue
1 -
Northbound
Ped
0 0
0 0
Westbound
Ped
3 0 0 0 3
Ped
0 0 0 0 0
AM
Thursday September 28, 2023 Coronado Housing Element
Ped Ped Ped
4 0 0
1 0 0 0 1
0 5
3 11
#05 ITM-23-101-05
Pomona Avenue & Glorietta Boulevard LLG Ref. 3-23-3827
2 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Glorietta Boulevard 0 / 0
-
AM: 0 0 0 0
PM: 0 0 0 0
Pomona Avenue
AM: 8 289 0 5
PM: 13 200 0 4
32 / 21 Glorietta Boulevard
4 / 0
PM: 367 165 0 50 AM: 369 170 0 54
Time Period
AM = 08:00 to 09:00
PM = 16:00 to 17:00
4 / 4
AM: 0 29 5 16 PM: 0 42 3 17
Intersection Turning Movement - Peak Hour Summary
#05 ITM-23-101-05
Pomona Avenue & Glorietta Boulevard LLG Ref. 3-23-3827
Thursday September 28, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 5 226 22 1 1 4 101 131 5 4 5 36 541
7:15 5 271 34 0 1 6 70 86 3 5 6 20 507
7:30 6 215 18 6 4 3 84 125 2 4 3 27 497
7:45 4 164 33 2 4 1 78 140 3 7 3 21 460
8:00 9 165 15 6 10 3 71 177 2 7 5 15 485
8:15 8 196 16 7 9 2 100 173 5 10 4 19 549
8:30 4 135 60 5 6 5 94 124 5 6 7 33 484
8:45 2 132 13 5 11 3 75 98 4 5 5 46 399
Total 43 1504 211 32 46 27 673 1054 29 48 38 217 3922
Approach% 2.4 85.6 12.0 30.5 43.8 25.7 38.3 60.0 1.7 15.8 12.5 71.6 Total% 1.1 38.3 5.4 0.8 1.2 0.7 17.2 26.9 0.7 1.2 1.0 5.5 AM Intersection Peak Hour:

Volume 20 876 107 9 10 14 333 482 13 20 17 104 2,005
Approach% 2.0 87.3 10.7 27.3 30.3 42.4 40.2 58.2 1.6 14.2 12.1 73.8 Total% 1.0 43.7 5.3 0.4 0.5 0.7 16.6 24.0 0.6 1.0 0.8 5.2 PHF 0.81 0.63 0.87 0.78 0.93
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 15 197 22 1 1 3 40 95 2 14 19 99 508
16:15 12 258 23 7 11 5 47 106 3 13 28 110 623
16:30 4 155 18 26 1 5 20 71 2 22 53 100 477
16:45 10 227 18 6 8 4 29 94 5 11 17 75 504
17:00 16 180 18 2 6 6 38 87 1 27 9 65 455
17:15 14 188 12 7 2 8 38 89 4 13 14 46 435
17:30 13 177 21 5 5 7 37 91 3 18 5 54 436
17:45 12 146 35 4 6 7 27 79 1 16 13 35 381
Total 96 1528 167 58 40 45 276 712 21 134 158 584 3819
Approach% 5.4 85.3 9.3 40.6 28.0 31.5 27.4 70.6 2.1 15.3 18.0 66.7 Total% 2.5 40.0 4.4 1.5 1.0 1.2 7.2 18.6 0.5 3.5 4.1 15.3 PM Intersection Peak Hour:

Volume 41 837 81 40 21 17 136 366 12 60 117 384 2,112
Approach% 4.3 87.3 8.4 51.3 26.9 21.8 26.5 71.2 2.3 10.7 20.9 68.4 Total% 1.9 39.6 3.8 1.9 1.0 0.8 6.4 17.3 0.6 2.8 5.5 18.2 PHF 0.82 0.61 0.82 0.80 0.85
Intersection Turning Movement - Peak Hour Vehicle Count AM
Thursday September 28, 2023
PM
Orange Avenue Adella Avenue Orange Avenue
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #04 ITM-23-101-04
Orange Avenue & Adella Avenue & Rh Dana Place LLG Ref. 3-23-3827 Westbound Northbound Eastbound
Coronado Housing Element
Orange Avenue
Southbound
Rh Dana Place
Southbound
Westbound
Adella Avenue
Northbound
Orange Avenue
Eastbound
Rh Dana Place
07:00 to 08:00
16:00 to 17:00
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 1 0 0 0 0 0 0 0 0 2 0 3
7:15 0 0 0 0 1 0 0 1 0 0 0 3 5
7:30 0 0 0 0 0 0 1 0 0 0 1 0 2
7:45 0 3 0 0 2 0 1 0 0 0 0 0 6
8:00 0 0 0 0 0 0 9 4 1 0 0 0 14
8:15 0 0 0 0 1 0 3 0 0 0 0 0 4
8:30 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 0 0 0 0 0 0 0 4 0 0 0 0 4
Ped Total
Bike Total 0 4 0 0 4 0 14 9 1 0 3 3 38
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 2 0 0 0 0 0 0 0 0 2 0 4
16:15 0 0 0 0 1 0 0 1 0 0 2 0 4
16:30 0 0 0 0 0 0 0 0 0 0 1 0 1
16:45 0 1 0 0 0 0 1 0 0 0 4 1 7
17:00 0 2 0 0 2 1 0 0 0 0 1 0 6
17:15 0 0 0 0 0 0 0 1 0 0 1 2 4
17:30 0 0 0 0 0 0 8 0 0 0 2 0 10
17:45 0 1 0 0 1 0 0 0 1 0 0 0 3
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 31 20 36 68
22 36 55
225 973
PM
Orange Avenue Adella Avenue Orange Avenue Rh Dana Place 38 2 11 99
36 19 26 32
21 32 26 56
22 Totals Southbound Westbound Northbound
51 55
65 60 115 113
13 26
11 8
353
2 19
12 Eastbound
10 8
18 9
3 53
33 Rh Dana Place
Eastbound
Ped
11 9
10 Totals
36 Ped
42 33
14 50
16 14
Ped
10 2
Ped
15 Adella Avenue
Southbound
13 9
7 7
10 3
Orange Avenue
7 Orange Avenue
Northbound
Ped
8 18
10 21
Westbound
Ped
28 8 24 31 91
Ped
23 0 10 47 80
AM
Thursday September 28, 2023 Coronado Housing Element
Ped Ped Ped
122 191 435
26 19 22 47 114
113
135
135
155
#04 ITM-23-101-04
Orange Avenue & Adella Avenue & Rh Dana Place LLG Ref. 3-23-3827 150
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Rh Dana Place 115 / 191
Orange Avenue
AM: 333 482 13 24
PM: 136 366 12 12
Orange Avenue
AM: 4 107 876 20
PM: 6 81 837 41
65 / 225 Adella Avenue
113 / 435
PM: 60 117 384 16 AM: 20 17 104 6
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
60 / 122
AM: 9 10 14 4 PM: 40 21 17 5
Intersection Turning Movement - Peak Hour Summary
#04 ITM-23-101-04
Orange Avenue & Adella Avenue & Rh Dana Place LLG Ref. 3-23-3827 Thursday September 28, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
File Name : 01_CNO_Or_Pom AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
City of Coronado
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Groups Printed- Total Volume
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 07:00 AM 0 253 253 26 1 27 189 134 323 603
07:15 AM 0 266 266 30 1 31 200 158 358 655
07:30 AM 0 224 224 28 1 29 206 134 340 593
07:45 AM 0 210 210 28 0 28 264 129 393 631
Total 0 953 953 112 3 115 859 555 1414 2482
08:00 AM 0 231 231 64 1 65 326 132 458 754
08:15 AM 0 208 208 77 1 78 235 133 368 654
08:30 AM 0 189 189 57 0 57 174 106 280 526
08:45 AM 0 136 136 54 1 55 171 73 244 435
Total 0 764 764 252 3 255 906 444 1350 2369
Grand Total 0 1717 1717 364 6 370 1765 999 2764 4851
Apprch % 0 100 98.4 1.6 63.9 36.1
Total % 0 35.4 35.4 7.5 0.1 7.6 36.4 20.6 57
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 0 266 266 30 1 31 200 158 358 655
07:30 AM 0 224 224 28 1 29 206 134 340 593
07:45 AM 0 210 210 28 0 28 264 129 393 631
08:00 AM 0 231 231 64 1 65 326 132 458 754
Total Volume 0 931 931 150 3 153 996 553 1549 2633
% App. Total 0 100 98 2 64.3 35.7
PHF .000 .875 .875 .586 .750 .588 .764 .875 .846 .873
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 01_CNO_Or_Pom AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
City of Coronado
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Orange Avenue
Pomona Avenue
Orange Avenue
Thru
931
Left
0 Out In Total
999 931 1930
Right
3 Left
150
Out Total In
553 153 706
Thru
996
Right
553
Out In Total
1081 1549 2630
Peak Hour Begins at 07:15 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:00 AM 08:00 AM 07:30 AM
+0 mins. 0 253 253 64 1 65 206 134 340
+15 mins. 0 266 266 77 1 78 264 129 393
+30 mins. 0 224 224 57 0 57 326 132 458
+45 mins. 0 210 210 54 1 55 235 133 368
Total Volume 0 953 953 252 3 255 1031 528 1559
% App. Total 0 100 98.8 1.2 66.1 33.9
PHF .000 .896 .896 .818 .750 .817 .791 .985 .851
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 01_CNO_Or_Pom PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
City of Coronado
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Groups Printed- Total Volume
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 04:00 PM 0 255 255 43 1 44 133 146 279 578
04:15 PM 0 255 255 34 1 35 127 144 271 561
04:30 PM 0 283 283 58 5 63 135 134 269 615
04:45 PM 0 267 267 65 0 65 108 112 220 552
Total 0 1060 1060 200 7 207 503 536 1039 2306
05:00 PM 0 256 256 58 1 59 109 110 219 534
05:15 PM 0 213 213 52 1 53 118 102 220 486
05:30 PM 0 197 197 68 1 69 90 95 185 451
05:45 PM 0 226 226 57 1 58 102 77 179 463
Total 0 892 892 235 4 239 419 384 803 1934
Grand Total 0 1952 1952 435 11 446 922 920 1842 4240
Apprch % 0 100 97.5 2.5 50.1 49.9
Total % 0 46 46 10.3 0.3 10.5 21.7 21.7 43.4
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 0 255 255 43 1 44 133 146 279 578
04:15 PM 0 255 255 34 1 35 127 144 271 561
04:30 PM 0 283 283 58 5 63 135 134 269 615
04:45 PM 0 267 267 65 0 65 108 112 220 552
Total Volume 0 1060 1060 200 7 207 503 536 1039 2306
% App. Total 0 100 96.6 3.4 48.4 51.6
PHF .000 .936 .936 .769 .350 .796 .931 .918 .931 .937
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 01_CNO_Or_Pom PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
City of Coronado
N/S: Orange Avenue
E/W: Pomona Avenue
Weather: Clear
Orange Avenue
Pomona Avenue
Orange Avenue
Thru
1060
Left
0 Out In Total
510 1060 1570
Right
7 Left
200
Out Total In
536 207 743
Thru
503
Right
536
Out In Total
1260 1039 2299
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:45 PM 04:00 PM
+0 mins. 0 255 255 65 0 65 133 146 279
+15 mins. 0 283 283 58 1 59 127 144 271
+30 mins. 0 267 267 52 1 53 135 134 269
+45 mins. 0 256 256 68 1 69 108 112 220
Total Volume 0 1061 1061 243 3 246 503 536 1039
% App. Total 0 100 98.8 1.2 48.4 51.6
PHF .000 .937 .937 .893 .750 .891 .931 .918 .931
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
Location: Date: 11/2/2023
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Orange Avenue Pomona Avenue Orange Avenue Dead End
Pedestrians Pedestrians Pedestrians Pedestrians
0100 1
1100 2
1100 2
6000 6
1200 3
8100 9
2200 4
1400 5
20 12 0 0 32
North Leg East Leg South Leg West Leg
Orange Avenue Pomona Avenue Orange Avenue Dead End
Pedestrians Pedestrians Pedestrians Pedestrians
5100 6
4500 9
4000 4
8400 12
3600 9
15 14 0 0 29
7500 12
8100 9
54 36 0 0 90
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Coronado
Orange Avenue
Pomona Avenue

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
Attachment 9
Location: Date: 11/2/2023
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000010000 1
000000010000 1
000000000000 0
000000000000 0
000000030000 3
000000010000 1
000000010000 1
000000070000 7
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 000000000000 0
000000000000 0
020000000000 2
000000000000 0
020000020000 4
070001000000 8
000000050000 5
000000010000 1
0 11 0 0 0 1 0 8 0 0 0 0 20
Dead End
TOTAL VOLUMES:

Orange Avenue Pomona Avenue Orange Avenue Dead End
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Orange Avenue Pomona Avenue Orange Avenue
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Pomona Avenue
Orange Avenue
Coronado

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
Attachment 9
File Name : 02_CNO_Or_ADS AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
City of Coronado
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
Northbound
Avenida Del Sol
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 0 265 10 275 0 0 1 1 2 312 0 314 10 0 1 11 601 07:15 AM 0 287 13 300 0 0 2 2 4 358 2 364 5 0 1 6 672
07:30 AM 0 245 6 251 1 0 0 1 1 319 0 320 18 1 2 21 593
07:45 AM 0 233 7 240 0 0 0 0 5 375 1 381 12 0 1 13 634
Total 0 1030 36 1066 1 0 3 4 12 1364 3 1379 45 1 5 51 2500 08:00 AM 0 285 16 301 0 0 1 1 10 424 1 435 17 0 2 19 756 08:15 AM 0 283 18 301 0 0 3 3 3 369 1 373 13 0 0 13 690 08:30 AM 0 206 14 220 0 0 0 0 2 245 2 249 7 0 3 10 479
08:45 AM 0 186 11 197 0 1 0 1 2 231 0 233 11 1 1 13 444 Total 0 960 59 1019 0 1 4 5 17 1269 4 1290 48 1 6 55 2369 Grand Total 0 1990 95 2085 1 1 7 9 29 2633 7 2669 93 2 11 106 4869 Apprch % 0 95.4 4.6 11.1 11.1 77.8 1.1 98.7 0.3 87.7 1.9 10.4 Total % 0 40.9 2 42.8 0 0 0.1 0.2 0.6 54.1 0.1 54.8 1.9 0 0.2 2.2 Orange Avenue
Southbound
Avenida Del Sol
Westbound
Silver Strand Boulevard
Northbound
Avenida Del Sol
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 245 6 251 1 0 0 1 1 319 0 320 18 1 2 21 593
07:45 AM 0 233 7 240 0 0 0 0 5 375 1 381 12 0 1 13 634
08:00 AM 0 285 16 301 0 0 1 1 10 424 1 435 17 0 2 19 756 08:15 AM 0 283 18 301 0 0 3 3 3 369 1 373 13 0 0 13 690 Total Volume 0 1046 47 1093 1 0 4 5 19 1487 3 1509 60 1 5 66 2673 % App. Total 0 95.7 4.3 20 0 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_Or_ADS AM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
City of Coronado
N/S: Orange Avenue/Silver Strand Blvd
E/W: Avenida Del Sol
Weather: Clear
Orange Avenue
Avenida Del Sol
Avenida Del Sol
Silver Strand Boulevard
Right
47 Thru
1046
Left
0 Out In Total
1551 1093 2644
Right
4 Thru
0 Left
1 Out Total In
4 5 9
Left
19 Thru
1487
Right
3 Out In Total
1052 1509 2561
Left
60 Thru
1 Right
5 Total Out In
66 66 132
Peak Hour Begins at 07:30 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins. 0 245 6 251 1 0 0 1 1 319 0 320 18 1 2 21
+15 mins. 0 233 7 240 0 0 0 0 5 375 1 381 12 0 1 13
+30 mins. 0 285 16 301 0 0 1 1 10 424 1 435 17 0 2 19
+45 mins. 0 283 18 301 0 0 3 3 3 369 1 373 13 0 0 13
Total Volume 0 1046 47 1093 1 0 4 5 19 1487 3 1509 60 1 5 66 % App. Total 0 95.7 4.3 20 0 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_Or_ADS PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 1
City of Coronado
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
Northbound
Avenida Del Sol
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 0 277 19 296 0 0 0 0 3 263 3 269 15 0 12 27 592 04:15 PM 0 284 15 299 0 0 2 2 0 253 6 259 24 0 11 35 595 04:30 PM 0 309 19 328 0 0 0 0 2 237 0 239 19 1 3 23 590 04:45 PM 0 303 26 329 0 0 1 1 1 195 5 201 19 0 4 23 554 Total 0 1173 79 1252 0 0 3 3 6 948 14 968 77 1 30 108 2331 05:00 PM 1 294 35 330 0 1 2 3 0 196 1 197 20 0 7 27 557 05:15 PM 1 238 21 260 0 0 6 6 4 189 1 194 21 1 3 25 485 05:30 PM 0 245 22 267 0 1 0 1 2 157 2 161 23 1 5 29 458 05:45 PM 0 262 28 290 0 0 4 4 2 146 3 151 24 0 6 30 475 Total 2 1039 106 1147 0 2 12 14 8 688 7 703 88 2 21 111 1975 Grand Total 2 2212 185 2399 0 2 15 17 14 1636 21 1671 165 3 51 219 4306 Apprch % 0.1 92.2 7.7 0 11.8 88.2 0.8 97.9 1.3 75.3 1.4 23.3 Total % 0 51.4 4.3 55.7 0 0 0.3 0.4 0.3 38 0.5 38.8 3.8 0.1 1.2 5.1 Orange Avenue
Southbound
Avenida Del Sol
Westbound
Silver Strand Boulevard
Northbound
Avenida Del Sol
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 277 19 296 0 0 0 0 3 263 3 269 15 0 12 27 592 04:15 PM 0 284 15 299 0 0 2 2 0 253 6 259 24 0 11 35 595 04:30 PM 0 309 19 328 0 0 0 0 2 237 0 239 19 1 3 23 590 04:45 PM 0 303 26 329 0 0 1 1 1 195 5 201 19 0 4 23 554 Total Volume 0 1173 79 1252 0 0 3 3 6 948 14 968 77 1 30 108 2331 % App. Total 0 93.7 6.3 0 0 100 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 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_Or_ADS PM
Site Code : 231045
Start Date : 11/2/2023
Page No : 2
City of Coronado
N/S: Orange Avenue/Silver Strand Blvd
E/W: Avenida Del Sol
Weather: Clear
Orange Avenue
Avenida Del Sol
Avenida Del Sol
Silver Strand Boulevard
Right
79 Thru
1173
Left
0 Out In Total
1028 1252 2280
Right
3 Thru
0 Left
0 Out Total In
15 3 18
Left
6 Thru
948
Right
14 Out In Total
1203 968 2171
Left
77 Thru
1 Right
30 Total Out In
85 108 193
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 05:00 PM 04:00 PM 05:00 PM
+0 mins. 0 284 15 299 0 1 2 3 3 263 3 269 20 0 7 27
+15 mins. 0 309 19 328 0 0 6 6 0 253 6 259 21 1 3 25
+30 mins. 0 303 26 329 0 1 0 1 2 237 0 239 23 1 5 29
+45 mins. 1 294 35 330 0 0 4 4 1 195 5 201 24 0 6 30
Total Volume 1 1190 95 1286 0 2 12 14 6 948 14 968 88 2 21 111 % App. Total 0.1 92.5 7.4 0 14.3 85.7 0.6 97.9 1.4 79.3 1.8 18.9 PHF .250 .963 .679 .974 .000 .500 .500 .583 .500 .901 .583 .900 .917 .500 .750 .925 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
Location: Date: 11/2/2023
N/S: Day: Thursday
E/W:

North Leg East Leg South Leg West Leg
Orange Avenue Avenida Del Sol Silver Strand Boulevard Avenida Del Sol Pedestrians Pedestrians Pedestrians Pedestrians
0112 4
0011 2
0232 7
0054 9
0033 6
0 1 7 12 20
0034 7
0173 11
0 5 30 31 66
North Leg East Leg South Leg West Leg
Orange Avenue Avenida Del Sol Silver Strand Boulevard Avenida Del Sol Pedestrians Pedestrians Pedestrians Pedestrians
0 4 7 12 23
0075 12
0 2 15 8 25
0 4 10 12 26
0 1 21 19 41
0 1 24 21 46
0 0 8 14 22
0 2 18 8 28
0 14 110 99 223
5:15 PM
5:30 PM
5:45 PM
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
7:00 AM
7:15 AM
7:30 AM
7:45 AM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Coronado
Orange Ave/Silver Strand Blvd
Avenida Del Sol

PEDESTRIANS
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
Attachment 9
Location: Date: 11/2/2023
N/S: Day: Thursday
E/W:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right 010000040000 5
000000000000 0
000000100000 1
000000300010 4
001000120110 6
011000200000 4
000000000010 1
000000200010 3
0 2 2 0 0 0 9 6 0 1 4 0 24
Left Thru Right Left Thru Right Left Thru Right Left Thru Right 011000000010 3
000000200001 3
003020000003 8
010000100021 5
001000020010 4
512000101010 11
001000160010 9
000000017010 9
5 3 8 0 2 0 5 9 8 0 7 5 52
Avenida Del Sol
TOTAL VOLUMES:

Orange Avenue Avenida Del Sol Silver Strand Boulevard Avenida Del Sol Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Orange Avenue Avenida Del Sol Silver Strand Boulevard
Eastbound
TOTAL VOLUMES:
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
Southbound Westbound Northbound
Avenida Del Sol
Orange Ave/Silver Strand Blvd
Coronado

BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 3 250 4 1 0 0 2 383 8 7 0 3 661
7:15 3 233 16 0 0 1 9 360 8 11 3 2 646
7:30 1 230 7 0 0 1 4 400 13 15 2 2 675
7:45 9 221 13 1 0 2 9 446 8 9 2 3 723
8:00 6 225 16 2 0 0 7 315 1 10 3 3 588
8:15 5 275 12 10 0 2 19 370 10 17 4 1 725
8:30 5 257 15 2 0 0 6 346 16 9 2 4 662
8:45 13 289 20 25 4 2 13 226 21 14 2 5 634
Total 45 1980 103 41 4 8 69 2846 85 92 18 23 5314
Approach% 2.1 93.0 4.8 77.4 7.5 15.1 2.3 94.9 2.8 69.2 13.5 17.3 Total% 0.8 37.3 1.9 0.8 0.1 0.2 1.3 53.6 1.6 1.7 0.3 0.4 AM Intersection Peak Hour:

Volume 21 951 48 13 - 5 39 1,531 32 51 11 9 2,711
Approach% 2.1 93.2 4.7 72.2 - 27.8 2.4 95.6 2.0 71.8 15.5 12.7 Total% 0.8 35.1 1.8 0.5 - 0.2 1.4 56.5 1.2 1.9 0.4 0.3
PHF 0.87 0.38 0.87 0.81 0.93
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 11 294 19 10 1 1 9 262 21 16 1 11 656
16:15 13 318 25 7 2 3 6 214 12 12 2 15 629
16:30 12 302 8 7 2 2 9 210 14 18 0 17 601
16:45 8 311 16 3 0 3 6 207 8 17 2 4 585
17:00 15 286 13 6 0 4 1 243 5 11 0 9 593
17:15 17 255 11 5 3 1 5 194 6 18 1 0 516
17:30 12 217 16 10 0 1 8 191 8 12 1 3 479
17:45 5 199 14 7 1 1 6 157 2 13 0 4 409
Total 93 2182 122 55 9 16 50 1678 76 117 7 63 4468
Approach% 3.9 91.0 5.1 68.8 11.3 20.0 2.8 93.0 4.2 62.6 3.7 33.7 Total% 2.1 48.8 2.7 1.2 0.2 0.4 1.1 37.6 1.7 2.6 0.2 1.4 PM Intersection Peak Hour:

Volume 44 1,225 68 27 5 9 30 893 55 63 5 47 2,471
Approach% 3.3 91.6 5.1 65.9 12.2 22.0 3.1 91.3 5.6 54.8 4.3 40.9 Total% 1.8 49.6 2.8 1.1 0.2 0.4 1.2 36.1 2.2 2.5 0.2 1.9 PHF 0.94 0.85 0.84 0.82 0.94
Intersection Turning Movement - Peak Hour Vehicle Count AM
Wednesday September 26, 2023
PM
Silver Strand Boulevard Avenue De La Arenas Silver Strand Boulevard Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | #02 ITM-23-101-02
Silver Strand Blvd & Avenue De La Arenas LLG Ref. 3-23-3827 Westbound Northbound Eastbound
Coronado Housing Element
Silver Strand Boulevard
Southbound
Avenue De La Arenas
Southbound
Westbound
Avenue De La Arenas
Northbound
Silver Strand Boulevard
Eastbound
Avenue De La Arenas
07:30 to 08:30
16:00 to 17:00
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 5 0 0 0 0 0 4 0 0 0 0 9
7:15 0 5 0 0 0 0 0 3 0 1 0 0 9
7:30 1 4 0 0 0 1 0 11 5 1 0 0 23
7:45 0 1 0 0 0 0 0 16 2 0 0 0 19
8:00 0 8 0 1 0 0 0 13 9 1 1 0 33
8:15 3 2 0 0 0 0 0 6 2 1 1 2 17
8:30 1 6 0 0 0 1 0 1 4 1 1 0 15
8:45 0 2 1 1 5 0 0 2 0 0 2 0 13
Ped Total
Bike Total 5 33 1 2 5 2 0 56 22 5 5 2 138
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 11 0 0 0 0 0 2 1 0 2 0 16
16:15 2 9 0 0 1 0 0 12 1 0 1 0 26
16:30 0 6 0 0 0 1 0 8 1 1 1 0 18
16:45 0 2 0 0 0 1 0 1 0 1 1 0 6
17:00 0 2 0 0 0 2 0 5 1 0 0 0 10
17:15 0 3 0 1 1 0 0 13 0 0 1 0 19
17:30 0 0 0 0 3 2 0 4 0 0 3 0 12
17:45 0 6 0 0 0 1 0 5 7 0 2 0 21
Ped Total
Bike Total 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 | Intersection Turning Movement - Bicycle & Pedestrian Count 7 3 4 1
1 0 0
33 67
PM
Silver Strand Boulevard Avenue De La Arenas Silver Strand Boulevard Avenue De La Arenas 2 0 5 0
0 1 2 0
6 2 0 0
5 Totals Southbound Westbound Northbound
4 6
16 15 24 3
0 0
1 1
58 0
2 4
Eastbound
6 2
5 3
4 9
10 Avenue De La Arenas
Eastbound
Ped
0 0
0 Totals
13 Ped
5 10
0 1
0 3
Ped
0 1
Ped
2 Avenue De La Arenas
Southbound
0 1
1 1
3 3
Silver Strand Boulevard
5 Silver Strand Boulevard
Northbound
Ped
2 2
6 0
Westbound
Ped
2 1 7 0 10
Ped
1 0 2 2 5
AM
Wednesday September 26, 2023 Coronado Housing Element
Ped Ped Ped
9 22 3
10 1 2 0 13
3 8
6 15
#02 ITM-23-101-02
Silver Strand Blvd & Avenue De La Arenas LLG Ref. 3-23-3827 7 Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Avenue De La Arenas 24 / 22
Silver Strand Boulevard
AM: 39 1531 32 78
PM: 30 893 55 61
Silver Strand Boulevard
AM: 39 48 951 21
PM: 41 68 1225 44
16 / 33 Avenue De La Arenas
3 / 3
PM: 63 5 47 13 AM: 51 11 9 12
Time Period
AM = 07:30 to 08:30
PM = 16:00 to 17:00
15 / 9
AM: 13 0 5 9 PM: 27 5 9 13
Intersection Turning Movement - Peak Hour Summary
#02 ITM-23-101-02
Silver Strand Blvd & Avenue De La Arenas LLG Ref. 3-23-3827 Wednesday September 26, 2023 Coronado Housing Element
N
Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
File Name : 01_CNO_SS_Ren AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
City of Coronado
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 App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 64 99 0 163 0 0 0 0 0 425 24 449 0 0 0 0 612
07:15 AM 110 112 0 222 0 0 0 0 0 429 25 454 0 0 0 0 676 07:30 AM 89 129 0 218 0 0 0 0 0 401 22 423 0 0 0 0 641
07:45 AM 118 148 0 266 0 0 1 1 0 373 10 383 0 0 0 0 650 Total 381 488 0 869 0 0 1 1 0 1628 81 1709 0 0 0 0 2579 08:00 AM 93 141 0 234 0 0 0 0 0 405 4 409 0 0 0 0 643
08:15 AM 95 188 0 283 1 0 2 3 0 344 14 358 0 0 0 0 644
08:30 AM 120 220 0 340 0 0 3 3 0 329 28 357 0 0 0 0 700 08:45 AM 130 173 0 303 0 0 3 3 0 272 38 310 0 0 0 0 616 Total 438 722 0 1160 1 0 8 9 0 1350 84 1434 0 0 0 0 2603 Grand Total 819 1210 0 2029 1 0 9 10 0 2978 165 3143 0 0 0 0 5182 Apprch % 40.4 59.6 0 10 0 90 0 94.8 5.2 0 0 0
Total % 15.8 23.4 0 39.2 0 0 0.2 0.2 0 57.5 3.2 60.7 0 0 0 0 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 118 148 0 266 0 0 1 1 0 373 10 383 0 0 0 0 650 08:00 AM 93 141 0 234 0 0 0 0 0 405 4 409 0 0 0 0 643
08:15 AM 95 188 0 283 1 0 2 3 0 344 14 358 0 0 0 0 644
08:30 AM 120 220 0 340 0 0 3 3 0 329 28 357 0 0 0 0 700 Total Volume 426 697 0 1123 1 0 6 7 0 1451 56 1507 0 0 0 0 2637 % App. Total 37.9 62.1 0 14.3 0 85.7 0 96.3 3.7 0 0 0
PHF .888 .792 .000 .826 .250 .000 .500 .583 .000 .896 .500 .921 .000 .000 .000 .000 .942 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 01_CNO_SS_Ren AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Rendova Road
Weather: Clear
Silver Strand Boulevard
Rendova Road
Rendova Road
Silver Strand Boulevard
Right
0 Thru
697
Left
426
Out In Total
1457 1123 2580
Right
6 Thru
0 Left
1 Out Total In
482 7 489
Left
0 Thru
1451
Right
56 Out In Total
698 1507 2205
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 08:00 AM 07:00 AM 07:00 AM
+0 mins. 93 141 0 234 0 0 0 0 0 425 24 449 0 0 0 0
+15 mins. 95 188 0 283 1 0 2 3 0 429 25 454 0 0 0 0
+30 mins. 120 220 0 340 0 0 3 3 0 401 22 423 0 0 0 0
+45 mins. 130 173 0 303 0 0 3 3 0 373 10 383 0 0 0 0
Total Volume 438 722 0 1160 1 0 8 9 0 1628 81 1709 0 0 0 0 % App. Total 37.8 62.2 0 11.1 0 88.9 0 95.3 4.7 0 0 0
PHF .842 .820 .000 .853 .250 .000 .667 .750 .000 .949 .810 .941 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 01_CNO_SS_Ren PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
City of Coronado
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 App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 5 427 0 432 1 0 8 9 0 282 0 282 0 0 0 0 723
04:15 PM 3 355 0 358 1 0 6 7 0 263 1 264 0 0 0 0 629
04:30 PM 1 348 0 349 0 0 7 7 0 240 0 240 0 0 0 0 596
04:45 PM 4 348 0 352 2 0 7 9 0 228 0 228 0 0 0 0 589
Total 13 1478 0 1491 4 0 28 32 0 1013 1 1014 0 0 0 0 2537 05:00 PM 1 326 0 327 0 0 4 4 0 224 0 224 0 0 0 0 555
05:15 PM 3 311 0 314 1 0 6 7 0 205 0 205 0 0 0 0 526
05:30 PM 2 326 0 328 0 0 13 13 2 195 0 197 0 0 0 0 538
05:45 PM 2 213 0 215 0 0 5 5 0 201 1 202 0 0 0 0 422
Total 8 1176 0 1184 1 0 28 29 2 825 1 828 0 0 0 0 2041
Grand Total 21 2654 0 2675 5 0 56 61 2 1838 2 1842 0 0 0 0 4578 Apprch % 0.8 99.2 0 8.2 0 91.8 0.1 99.8 0.1 0 0 0
Total % 0.5 58 0 58.4 0.1 0 1.2 1.3 0 40.1 0 40.2 0 0 0 0 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 5 427 0 432 1 0 8 9 0 282 0 282 0 0 0 0 723
04:15 PM 3 355 0 358 1 0 6 7 0 263 1 264 0 0 0 0 629
04:30 PM 1 348 0 349 0 0 7 7 0 240 0 240 0 0 0 0 596
04:45 PM 4 348 0 352 2 0 7 9 0 228 0 228 0 0 0 0 589
Total Volume 13 1478 0 1491 4 0 28 32 0 1013 1 1014 0 0 0 0 2537 % App. Total 0.9 99.1 0 12.5 0 87.5 0 99.9 0.1 0 0 0
PHF .650 .865 .000 .863 .500 .000 .875 .889 .000 .898 .250 .899 .000 .000 .000 .000 .877 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 01_CNO_SS_Ren PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Rendova Road
Weather: Clear
Silver Strand Boulevard
Rendova Road
Rendova Road
Silver Strand Boulevard
Right
0 Thru
1478
Left
13 Out In Total
1041 1491 2532
Right
28 Thru
0 Left
4 Out Total In
14 32 46
Left
0 Thru
1013
Right
1 Out In Total
1482 1014 2496
Left
0 Thru
0 Right
0 Total Out In
0 0 0
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:45 PM 04:00 PM 04:00 PM
+0 mins. 5 427 0 432 2 0 7 9 0 282 0 282 0 0 0 0
+15 mins. 3 355 0 358 0 0 4 4 0 263 1 264 0 0 0 0
+30 mins. 1 348 0 349 1 0 6 7 0 240 0 240 0 0 0 0
+45 mins. 4 348 0 352 0 0 13 13 0 228 0 228 0 0 0 0
Total Volume 13 1478 0 1491 3 0 30 33 0 1013 1 1014 0 0 0 0 % App. Total 0.9 99.1 0 9.1 0 90.9 0 99.9 0.1 0 0 0
PHF .650 .865 .000 .863 .375 .000 .577 .635 .000 .898 .250 .899 .000 .000 .000 .000 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_SS_Tar AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
Weather: Clear
Groups Printed- Total Volume
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 07:00 AM 15 49 30 94 1 2 13 16 21 457 24 502 14 2 0 16 628 07:15 AM 38 44 36 118 0 8 22 30 15 416 15 446 9 5 0 14 608 07:30 AM 32 67 48 147 1 8 25 34 12 331 14 357 11 3 2 16 554 07:45 AM 21 92 32 145 1 11 22 34 25 355 6 386 3 6 3 12 577 Total 106 252 146 504 3 29 82 114 73 1559 59 1691 37 16 5 58 2367 08:00 AM 35 76 38 149 0 5 28 33 22 375 5 402 6 0 4 10 594 08:15 AM 28 119 38 185 1 8 25 34 24 333 16 373 3 7 3 13 605 08:30 AM 24 133 58 215 1 5 36 42 22 290 18 330 14 10 7 31 618 08:45 AM 32 99 48 179 0 10 17 27 24 275 24 323 15 12 7 34 563 Total 119 427 182 728 2 28 106 136 92 1273 63 1428 38 29 21 88 2380 Grand Total 225 679 328 1232 5 57 188 250 165 2832 122 3119 75 45 26 146 4747 Apprch % 18.3 55.1 26.6 2 22.8 75.2 5.3 90.8 3.9 51.4 30.8 17.8 Total % 4.7 14.3 6.9 26 0.1 1.2 4 5.3 3.5 59.7 2.6 65.7 1.6 0.9 0.5 3.1 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 21 92 32 145 1 11 22 34 25 355 6 386 3 6 3 12 577 08:00 AM 35 76 38 149 0 5 28 33 22 375 5 402 6 0 4 10 594 08:15 AM 28 119 38 185 1 8 25 34 24 333 16 373 3 7 3 13 605 08:30 AM 24 133 58 215 1 5 36 42 22 290 18 330 14 10 7 31 618 Total Volume 108 420 166 694 3 29 111 143 93 1353 45 1491 26 23 17 66 2394 % App. Total 15.6 60.5 23.9 2.1 20.3 77.6 6.2 90.7 3 39.4 34.8 25.8 PHF .771 .789 .716 .807 .750 .659 .771 .851 .930 .902 .625 .927 .464 .575 .607 .532 .968 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_SS_Tar AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
Weather: Clear
Silver Strand Boulevard
Tarawa Road
Tarawa Road
Silver Strand Boulevard
Right
166
Thru
420
Left
108
Out In Total
1490 694 2184
Right
111
Thru
29 Left
3 Out Total In
176 143 319
Left
93 Thru
1353
Right
45 Out In Total
440 1491 1931
Left
26 Thru
23 Right
17 Total Out In
288 66 354
Peak Hour Begins at 07:45 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 07:00 AM 08:00 AM
+0 mins. 35 76 38 149 1 11 22 34 21 457 24 502 6 0 4 10 +15 mins. 28 119 38 185 0 5 28 33 15 416 15 446 3 7 3 13 +30 mins. 24 133 58 215 1 8 25 34 12 331 14 357 14 10 7 31 +45 mins. 32 99 48 179 1 5 36 42 25 355 6 386 15 12 7 34 Total Volume 119 427 182 728 3 29 111 143 73 1559 59 1691 38 29 21 88 % App. Total 16.3 58.7 25 2.1 20.3 77.6 4.3 92.2 3.5 43.2 33 23.9 PHF .850 .803 .784 .847 .750 .659 .771 .851 .730 .853 .615 .842 .633 .604 .750 .647 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_SS_Tar PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
Weather: Clear
Groups Printed- Total Volume
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 04:00 PM 27 361 15 403 1 8 106 115 6 124 0 130 53 7 23 83 731 04:15 PM 14 352 9 375 0 16 80 96 8 118 2 128 44 5 22 71 670 04:30 PM 14 365 12 391 0 15 88 103 10 161 0 171 26 5 16 47 712 04:45 PM 18 308 15 341 1 8 55 64 7 116 0 123 36 7 2 45 573 Total 73 1386 51 1510 2 47 329 378 31 519 2 552 159 24 63 246 2686 05:00 PM 21 297 17 335 0 15 47 62 3 131 0 134 39 4 18 61 592 05:15 PM 20 296 12 328 0 10 57 67 4 133 0 137 24 1 21 46 578 05:30 PM 19 281 17 317 0 4 35 39 5 150 0 155 19 3 13 35 546 05:45 PM 18 179 11 208 0 3 34 37 3 149 0 152 16 1 8 25 422 Total 78 1053 57 1188 0 32 173 205 15 563 0 578 98 9 60 167 2138 Grand Total 151 2439 108 2698 2 79 502 583 46 1082 2 1130 257 33 123 413 4824 Apprch % 5.6 90.4 4 0.3 13.6 86.1 4.1 95.8 0.2 62.2 8 29.8 Total % 3.1 50.6 2.2 55.9 0 1.6 10.4 12.1 1 22.4 0 23.4 5.3 0.7 2.5 8.6 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 27 361 15 403 1 8 106 115 6 124 0 130 53 7 23 83 731 04:15 PM 14 352 9 375 0 16 80 96 8 118 2 128 44 5 22 71 670 04:30 PM 14 365 12 391 0 15 88 103 10 161 0 171 26 5 16 47 712 04:45 PM 18 308 15 341 1 8 55 64 7 116 0 123 36 7 2 45 573 Total Volume 73 1386 51 1510 2 47 329 378 31 519 2 552 159 24 63 246 2686 % App. Total 4.8 91.8 3.4 0.5 12.4 87 5.6 94 0.4 64.6 9.8 25.6 PHF .676 .949 .850 .937 .500 .734 .776 .822 .775 .806 .250 .807 .750 .857 .685 .741 .919 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 02_CNO_SS_Tar PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tarawa Road
Weather: Clear
Silver Strand Boulevard
Tarawa Road
Tarawa Road
Silver Strand Boulevard
Right
51 Thru
1386
Left
73 Out In Total
1007 1510 2517
Right
329
Thru
47 Left
2 Out Total In
99 378 477
Left
31 Thru
519
Right
2 Out In Total
1451 552 2003
Left
159
Thru
24 Right
63 Total Out In
129 246 375
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 05:00 PM 04:00 PM
+0 mins. 27 361 15 403 1 8 106 115 3 131 0 134 53 7 23 83 +15 mins. 14 352 9 375 0 16 80 96 4 133 0 137 44 5 22 71 +30 mins. 14 365 12 391 0 15 88 103 5 150 0 155 26 5 16 47 +45 mins. 18 308 15 341 1 8 55 64 3 149 0 152 36 7 2 45 Total Volume 73 1386 51 1510 2 47 329 378 15 563 0 578 159 24 63 246 % App. Total 4.8 91.8 3.4 0.5 12.4 87 2.6 97.4 0 64.6 9.8 25.6 PHF .676 .949 .850 .937 .500 .734 .776 .822 .750 .938 .000 .932 .750 .857 .685 .741 Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 03_CNO_SS_Tul AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
Weather: Clear
Groups Printed- Total Volume
Silver Strand Boulevard
Southbound
Tulagi Road
Westbound
Silver Strand Boulevard
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 0 47 47 5 1 6 463 47 510 563
07:15 AM 0 46 46 13 0 13 458 46 504 563
07:30 AM 0 52 52 10 0 10 415 44 459 521
07:45 AM 0 104 104 12 0 12 390 34 424 540
Total 0 249 249 40 1 41 1726 171 1897 2187
08:00 AM 0 73 73 15 0 15 368 63 431 519
08:15 AM 0 123 123 8 0 8 378 41 419 550
08:30 AM 0 155 155 10 0 10 361 37 398 563
08:45 AM 0 106 106 11 0 11 322 60 382 499
Total 0 457 457 44 0 44 1429 201 1630 2131
Grand Total 0 706 706 84 1 85 3155 372 3527 4318
Apprch % 0 100 98.8 1.2 89.5 10.5
Total % 0 16.4 16.4 1.9 0 2 73.1 8.6 81.7
Silver Strand Boulevard
Southbound
Tulagi Road
Westbound
Silver Strand Boulevard
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 07:00 AM
07:00 AM 0 47 47 5 1 6 463 47 510 563
07:15 AM 0 46 46 13 0 13 458 46 504 563
07:30 AM 0 52 52 10 0 10 415 44 459 521
07:45 AM 0 104 104 12 0 12 390 34 424 540
Total Volume 0 249 249 40 1 41 1726 171 1897 2187
% App. Total 0 100 97.6 2.4 91 9
PHF .000 .599 .599 .769 .250 .788 .932 .910 .930 .971
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 03_CNO_SS_Tul AM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
Weather: Clear
Silver Strand Boulevard
Tulagi Road
Silver Strand Boulevard
Thru
249
Left
0 Out In Total
1727 249 1976
Right
1 Left
40 Out Total In
171 41 212
Thru
1726
Right
171
Out In Total
289 1897 2186
Peak Hour Begins at 07:00 AM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 07:00 AM
+0 mins. 0 73 73 13 0 13 463 47 510
+15 mins. 0 123 123 10 0 10 458 46 504
+30 mins. 0 155 155 12 0 12 415 44 459
+45 mins. 0 106 106 15 0 15 390 34 424
Total Volume 0 457 457 50 0 50 1726 171 1897
% App. Total 0 100 100 0 91 9
PHF .000 .737 .737 .833 .000 .833 .932 .910 .930
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 03_CNO_SS_Tul PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 1
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
Weather: Clear
Groups Printed- Total Volume
Silver Strand Boulevard
Southbound
Tulagi Road
Westbound
Silver Strand Boulevard
Northbound
Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 0 369 369 51 0 51 126 12 138 558
04:15 PM 0 392 392 61 0 61 131 13 144 597
04:30 PM 0 346 346 50 0 50 151 9 160 556
04:45 PM 0 324 324 26 0 26 139 9 148 498
Total 0 1431 1431 188 0 188 547 43 590 2209
05:00 PM 0 331 331 26 2 28 125 4 129 488
05:15 PM 0 283 283 22 1 23 136 10 146 452
05:30 PM 0 328 328 22 0 22 143 9 152 502
05:45 PM 0 197 197 14 3 17 158 7 165 379
Total 0 1139 1139 84 6 90 562 30 592 1821
Grand Total 0 2570 2570 272 6 278 1109 73 1182 4030
Apprch % 0 100 97.8 2.2 93.8 6.2
Total % 0 63.8 63.8 6.7 0.1 6.9 27.5 1.8 29.3
Silver Strand Boulevard
Southbound
Tulagi Road
Westbound
Silver Strand Boulevard
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 0 369 369 51 0 51 126 12 138 558
04:15 PM 0 392 392 61 0 61 131 13 144 597
04:30 PM 0 346 346 50 0 50 151 9 160 556
04:45 PM 0 324 324 26 0 26 139 9 148 498
Total Volume 0 1431 1431 188 0 188 547 43 590 2209
% App. Total 0 100 100 0 92.7 7.3
PHF .000 .913 .913 .770 .000 .770 .906 .827 .922 .925
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
File Name : 03_CNO_SS_Tul PM
Site Code : 05723875
Start Date : 9/27/2023
Page No : 2
City of Coronado
N/S: Silver Strand Boulevard (SR-75)
E/W: Tulagi Road
Weather: Clear
Silver Strand Boulevard
Tulagi Road
Silver Strand Boulevard
Thru
1431
Left
0 Out In Total
547 1431 1978
Right
0 Left
188
Out Total In
43 188 231
Thru
547
Right
43 Out In Total
1619 590 2209
Peak Hour Begins at 04:00 PM
Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 05:00 PM
+0 mins. 0 369 369 51 0 51 125 4 129
+15 mins. 0 392 392 61 0 61 136 10 146
+30 mins. 0 346 346 50 0 50 143 9 152
+45 mins. 0 324 324 26 0 26 158 7 165
Total Volume 0 1431 1431 188 0 188 562 30 592
% App. Total 0 100 100 0 94.9 5.1
PHF .000 .913 .913 .770 .000 .770 .889 .750 .897
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951) 268-6268
Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 7:00 5 48 0 6 0 17 0 512 0 0 0 0 588
7:15 5 63 0 5 0 15 0 597 4 0 0 0 689
7:30 21 54 0 6 0 28 0 482 8 0 0 0 599
7:45 22 84 0 13 0 14 0 411 3 0 0 0 547
8:00 12 91 0 23 0 28 0 342 6 0 0 0 502
8:15 5 109 0 8 0 12 0 303 3 0 0 0 440
8:30 10 138 0 7 0 12 0 294 2 0 0 0 463
8:45 6 156 0 9 0 5 0 215 1 0 0 0 392
Total 86 743 0 77 0 131 0 3156 27 0 0 0 4220
Approach% 10.4 89.6 - 37.0 - 63.0 - 99.2 0.8 - - -
Total% 2.0 17.6 - 1.8 - 3.1 - 74.8 0.6 - - -
AM Intersection Peak Hour:

Volume 53 249 - 30 - 74 - 2,002 15 - - - 2,423
Approach% 17.5 82.5 - 28.8 - 71.2 - 99.3 0.7 - - -
Total% 2.2 10.3 - 1.2 - 3.1 - 82.6 0.6 - - -
PHF 0.71 0.76 0.84 #DIV/0! 0.88
Left Thru Right Left Thru Right Left Thru Right Left Thru Right Total 16:00 21 352 0 9 0 17 0 101 6 0 0 0 506
16:15 24 306 0 5 0 10 0 114 3 0 0 0 462
16:30 30 288 0 6 0 15 0 111 4 0 0 0 454
16:45 23 274 0 11 0 7 0 118 6 0 0 0 439
17:00 26 237 0 18 0 9 0 103 1 0 0 0 394
17:15 22 235 0 11 0 7 0 127 4 0 0 0 406
17:30 11 195 0 7 0 9 0 123 7 0 0 0 352
17:45 12 159 0 2 0 7 0 95 1 0 0 0 276
Total 169 2046 0 69 0 81 0 892 32 0 0 0 3289
Approach% 7.6 92.4 - 46.0 - 54.0 - 96.5 3.5 - - -
Total% 5.1 62.2 - 2.1 - 2.5 - 27.1 1.0 - - -
PM Intersection Peak Hour:

Volume 98 1,220 - 31 - 49 - 444 19 - - - 1,861
Approach% 7.4 92.6 - 38.8 - 61.3 - 95.9 4.1 - - -
Total% 5.3 65.6 - 1.7 - 2.6 - 23.9 1.0 - - -
PHF 0.88 0.77 0.93 #DIV/0! 0.92
16:00 to 17:00
#01 ITM-23-101-01
Silver Strand Blvd & Leyte Rd LLG Ref. 3-23-3827
Westbound Northbound Eastbound
Coronado Housing Element
Silver Strand Boulevard
Southbound
-
Southbound
Westbound
Leyte Road
Northbound
Silver Strand Boulevard
Eastbound
-
07:00 to 08:00
AM
Thursday September 28, 2023
PM
Silver Strand Boulevard Leyte Road Silver Strand Boulevard Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Intersection Turning Movement - Peak Hour Vehicle Count Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 7:00 0 0 0 0 0 0 0 0 0 0 0 0 0
7:15 0 0 0 0 0 0 0 0 0 0 0 0 0
7:30 0 0 0 0 0 0 0 9 0 0 0 0 9
7:45 0 1 0 0 0 2 0 0 0 0 0 0 3
8:00 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 0 0 0 0 0 0 0 0 0 0 0 0 0
8:30 0 0 0 0 0 0 0 0 0 0 0 0 0
8:45 0 0 0 0 0 0 0 2 0 0 0 0 2
Ped Total
Bike Total 0 1 0 0 0 2 0 11 0 0 0 0 14
B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right B-Left B-Thru B-Right Bicycle 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0
16:15 0 1 0 0 0 0 0 0 0 0 0 0 1
16:30 0 1 0 0 0 0 0 0 0 0 0 0 1
16:45 0 1 0 0 0 0 0 1 0 0 0 0 2
17:00 0 1 0 0 0 0 0 1 0 0 0 0 2
17:15 0 1 0 0 0 0 0 5 0 0 0 0 6
17:30 0 0 0 0 0 0 0 0 0 0 0 0 0
17:45 0 0 0 0 0 0 0 15 0 0 0 0 15
Ped Total
Bike Total 0 5 0 0 0 0 0 22 0 0 0 0 27
3 7 0
0 0 0 0 0
0 3
1 3
#01 ITM-23-101-01
Silver Strand Blvd & Leyte Rd LLG Ref. 3-23-3827
0 0 0 2 0 2
Ped
0 0 1 0 1
AM
Thursday September 28, 2023 Coronado Housing Element
Ped Ped Ped Ped
0 0
Ped
0 Leyte Road
Southbound
0 0
0 0
0 0
Silver Strand Boulevard
0 Silver Strand Boulevard
Northbound
Ped
0 0
1 0
Westbound
Ped
0 0
0 0
1 0
0 -
Eastbound
Ped
0 0
0 Totals
0 Ped
0 2
0 0
0 0
Totals Southbound Westbound Northbound
0 0
0 1 1 0
0 0
0 0
2 0
0 0
Eastbound
0 PM
Silver Strand Boulevard Leyte Road Silver Strand Boulevard - 0 0 0 0
0 0 0 0
0 2 1 0
0 0 0 3 0
1 0 0
10 Intersection Turning Movement - Bicycle & Pedestrian Count Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Attachment 9
Location: File Name:

Intersection: Project:

Date of Count:

Report Generated by Bearcat Enterprises LLC, DBA "Count Data" | 619-987-5136 | Silver Strand Blvd & Leyte Rd LLG Ref. 3-23-3827
Thursday September 28, 2023 Coronado Housing Element
N
Intersection Turning Movement - Peak Hour Summary
#01 ITM-23-101-01 0 / 0
PM: 0 0 0 0 AM: 0 0 0 0
Time Period
AM = 07:00 to 08:00
PM = 16:00 to 17:00
1 / 3
AM: 30 0 74 2 PM: 31 0 49 0
Silver Strand Boulevard
AM: 1 0 249 53
PM: 5 0 1220 98
0 / 0 Leyte Road
- 1 / 7
Silver Strand Boulevard
AM: 0 2002 15 11
PM: 0 444 19 22
Attachment 9
LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc

APPENDIX D

BUS ROUTE SCHEDULES & MAPS
Attachment 9
4th St
3rd St
1st St
Alameda Bl Ocean Bl
O
ar nge Av
Division St
Main St
4th St
8th St
16th St
18th St
National
City
Bl Broadway
National Av
Imperial Av
Market St
Federal Bl
24th St
30th St
E St
G St
H St
Palomar St
Harbor Dr
Pomona
Av
Leyte Rd
Silver Strand
Bl
Seacoast Dr
Rainbow Dr
Imperial Beach Bl
Palm Av
Tocayo Av
Iris Av
9th St
Coronado Av
13th St
27th St
30th St
Saturn Bl
Del Sol Bl
Hollister St
Hollister St
Main St
Beyer Bl
Front St
1st Av3rd Av
Broadway
10th Av
Cesar
Park Bl
Chavez Pkwy
11th Av
Harbor Dr
Pacfic
Hwy
Oro Vista
Rd
National Av
Green
Line
UCSD
Blue Line
Silver Strand
Bl
Coronado Cays Bl
Imperial Av
B St
Orang e Line
UC San Diego Blue Line
UC San Diego Blue Line
5 5
5 5
905
54 15
94 94
163
805
805

CORONADO
Downtown

IMPERIAL
BEACH
Nestor

NATIONAL
CITY
CHULA
VISTA

SAN DIEGO
Coronado
Cays
Otay
Mesa
I
G
H
F
D
E
C
B
A
H
75 75
Coronado Hospital
Ferry Landing
San Diego H.S.

Santa Fe City College Depot
Horton Plaza
Naval Air Station
North Island (NASNI)
NASNI
Front Gate
Silver Strand
State Beach
Imperial Beach
Fishing Pier
Balboa
Park
Pacific Ocean
Pacific Ocean
San Diego Bay
San Diego Bay
C oronado
S an Diego
B ay Bridge
San Diego
International
Airport
Hotel
Del
Coronado
Coronado
City Hall
Naval Base
Coronado
(NAB)
Loews Resort
PETCO Park
934
227 933
934
227 933
933
934
227
933 934
Iris Avenue
Transit Center
UC San Diego Blue Line
227 905 906 907
929 932 933 934
12th & Imperial
Transit Center
UC San Diego Blue Line,
Orange Line, Green Line
4 12 929
Subject to change without notice
Sujeto a cambios sin previo aviso
901
Destinations
• Coronado Cays
• Coronado City Hall
• Hotel del Coronado
• NAS North Island
• Naval Base Coronado
• PETCO Park
Trolley Connections
• Iris Avenue
• 12th & Imperial
Bus Route
Effective October 15, 2023
Iris Avenue Transit Center
Downtown San Diego
via Imperial Beach / Coronado
Timepoint and/or transfer point
Transfer point
Real Time Arrivals
Download the free OneBusAway app.

Llegadas en tiempo real. Descarga la
aplicación gratuita OneBusAway.

All timetables are available online
Todos los horarios están disponibles en línea.

Fare Information
Información de tarifas
RidePRONTO.com • 619-595-5636
Easy transit fare. Get a
card or download the app.
sdmts.com/fares
sdmts.com/oba
sdmts.com/timetables
¡Tarifa de transporte fácil! Obtén una
tarjeta o descarga la aplicación.

MTS Security
MTS Seguridad 619-595-4960
MTS Information & Trip Planning
MTS Información y planeo de viaje 619-233-3004
Customer Service / Suggestions
Servicio al cliente / Sugerencias 619-557-4555
Lost and Found
Objetos extraviados 619-233-3004
Transit Store
12th & Imperial Transit Center
M–F / L-V 8am–5pm
619-234-1060

TTY/TDD
(teletype for hearing impaired)
Teletipo para sordos
619-234-5005
888-722-4889
sdmts.com
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.

Alternative formats available upon request. Call: (619) 231-1466.

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

Coronado Detail
Downtown Detail
Hotel Del
Coronado
Coronado Island
Marriott Resort
Coronado
Hospital
Ferry
Landing
Naval Air
Station
North Island
(NASNI)
Naval Base
Coronado
(N.A.B.)
Library
Coronado
HS
Coronado
City Hall
Pacific Ocean
Glorietta
Bay
San Diego Bay
Coronado
Municipal Beach
San Diego - Coronado
B ay Bridge
9th St
8th St
7th St
6th St
5th St
J Av
I Av
H Av
Olive Av
Palm
Av
E Av
F Av
C Av
B Av
A Av
Alameda
Bl
D Av
Orange Av
G Av
B Av
A Av
Prospect
Pl
4th St
3rd St
2nd St
3rd St
1st St
10th St
Pomona
Av
G ol rietta
Bl
Tarawa Rd
Strand Wy
Silver Strand Bl
Ocean Bl
R.H. Dan a Pl
Avda de las Arenas

CORONADO
904
904
904
901
901
901
901
904
C
D
E
75 75
Balbo
Park
Horton
Plaza
San Diego
H.S.

City
College
San Diego
Courthouse
Ash St
B St
Broadway
5th Av4th Av
3rd Av
1st
Av
10th
Av
11th
Av
Front St
Broadway
Market St
Green
Line
5 163
3 5
901
Broadway & 3rd/5th Av
2 7 225
235 280 290
110
923
215
992
I
H H
A
RidePRONTO.com
619-595-5636
TOCA o ESCANEA - Se requiere antes de abordar
TAP or SCAN - Required Before Boarding
Attachment 9
Downtown San Diego Iris Avenue Transit Center
3rd Av. &
B St.

DEPART
Broadway
& 3rd Av.
12th &
Imperial Transit
Center
Cesar Chavez
Pkwy.
& National Av.

NASNI
(Front Gate)
Hotel del
Coronado
Naval Base
Coronado
(NAB)
9th St. &
Palm Av.

Iris Avenue
Transit Center
ARRIVE
5:05a 5:09a 5:19a 5:23a 5:36a 5:45a 5:49a 6:01a 6:18a
5:34 5:38 5:48 5:52 6:05 6:14 6:18 6:30 6:47
5:53 5:57 6:07 6:11 6:24 6:33 6:37 6:49 7:06
6:13 6:17 6:27 6:31 6:44 6:53 6:57 7:09 7:26
6:34 6:38 6:49 6:53 7:04 7:13 7:17 7:29 7:46
6:54 6:58 7:09 7:13 7:24 7:33 7:37 7:49 8:06
7:16 7:21 7:32 7:36 7:46 7:55 7:58 8:09 8:25
7:38 7:43 7:54 7:58 8:08 8:17 8:20 8:31 8:47
8:00 8:05 8:16 8:20 8:30 8:39 8:42 8:53 9:09
8:28 8:33 8:44 8:48 8:58 9:07 9:10 9:21 9:37
8:58 9:03 9:14 9:18 9:28 9:37 9:40 9:51 10:07
9:28 9:33 9:44 9:48 9:58 10:07 10:10 10:21 10:37
9:58 10:03 10:14 10:18 10:28 10:37 10:40 10:51 11:07
10:28 10:33 10:44 10:48 10:58 11:07 11:10 11:21 11:37
10:58 11:03 11:14 11:18 11:28 11:37 11:40 11:51 12:07p
11:28 11:33 11:44 11:48 11:58 12:08p 12:11p 12:22p 12:38 11:57 12:02p 12:14p 12:18p 12:28p 12:38 12:41 12:52 1:08 12:27p 12:32 12:44 12:48 12:58 1:09 1:12 1:24 1:40
12:56 1:02 1:14 1:18 1:28 1:40 1:43 1:55 2:12
1:26 1:32 1:44 1:48 1:58 2:12 2:16 2:28 2:46
1:45 1:51 2:03 2:07 2:18 2:32 2:36 2:49 3:07
2:05 2:11 2:23 2:27 2:38 2:52 2:56 3:09 3:27
2:25 2:31 2:43 2:47 2:58 3:12 3:16 3:29 3:47
2:45 2:51 3:03 3:07 3:18 3:32 3:36 3:49 4:07
3:05 3:11 3:23 3:27 3:38 3:51 3:55 4:08 4:26
3:25 3:31 3:43 3:47 3:58 4:10 4:14 4:27 4:45
3:45 3:51 4:03 4:07 4:18 4:30 4:34 4:47 5:05
4:05 4:11 4:23 4:27 4:38 4:50 4:54 5:07 5:25
4:25 4:31 4:43 4:47 4:58 5:09 5:13 5:26 5:44
4:45 4:51 5:03 5:07 5:18 5:28 5:32 5:44 6:00
5:05 5:11 5:23 5:26 5:37 5:47 5:51 6:03 6:18
5:25 5:31 5:43 5:46 5:57 6:07 6:11 6:23 6:38
5:45 5:51 6:03 6:06 6:16 6:25 6:28 6:40 6:55
6:15 6:21 6:33 6:36 6:46 6:55 6:58 7:10 7:25
6:46 6:51 7:03 7:06 7:16 7:24 7:27 7:38 7:53
7:31 7:36 7:48 7:51 8:01 8:09 8:12 8:23 8:38
8:31 8:36 8:47 8:50 9:00 9:07 9:10 9:21 9:35
9:28 9:33 9:43 9:46 9:55 10:01 10:04 10:15 10:29
10:29 10:33 10:43 10:46 10:55 11:01 11:04 11:15 11:29
11:29 11:33 11:43 11:46 11:55 12:01a 12:04a 12:15a 12:29a 12:29a 12:33a 12:43a 12:46a 12:55a 1:01 1:04 1:15 1:29
1:20 1:24 1:34 1:37 1:46 1:52 1:55 2:06 2:20
Downtown San Diego Iris Avenue Transit Center
3rd Av. &
B St.

DEPART
Broadway
& 3rd Av.
12th &
Imperial Transit
Center
Cesar Chavez
Pkwy.
& National Av.

NASNI
(Front Gate)
Hotel del
Coronado
Naval Base
Coronado (NAB)
9th St. &
Palm Av.

Iris Avenue
Transit Center
ARRIVE
5:34a 5:38a 5:48a 5:51a 6:00a 6:08a 6:11a 6:22a 6:36a
6:30 6:34 6:44 6:47 6:56 7:04 7:07 7:18 7:32
7:00 7:04 7:14 7:17 7:26 7:34 7:37 7:48 8:02
7:30 7:34 7:44 7:47 7:56 8:04 8:07 8:18 8:32
8:00 8:04 8:14 8:17 8:26 8:34 8:37 8:48 9:02
8:29 8:33 8:44 8:47 8:56 9:05 9:08 9:19 9:33
8:59 9:03 9:14 9:17 9:26 9:35 9:38 9:49 10:03
9:29 9:33 9:44 9:47 9:56 10:05 10:08 10:19 10:33
9:59 10:03 10:14 10:17 10:26 10:35 10:38 10:49 11:04
10:29 10:33 10:44 10:47 10:56 11:05 11:08 11:19 11:34
10:59 11:03 11:14 11:17 11:26 11:35 11:38 11:49 12:04p
11:29 11:33 11:44 11:47 11:56 12:06p 12:09p 12:20p 12:35 11:59 12:03p 12:14p 12:17p 12:26p 12:36 12:39 12:50 1:05 12:27p 12:32 12:44 12:47 12:56 1:06 1:09 1:21 1:36
12:57 1:02 1:14 1:17 1:26 1:37 1:40 1:52 2:08
1:27 1:32 1:44 1:47 1:56 2:07 2:10 2:22 2:38
1:57 2:02 2:14 2:17 2:26 2:37 2:40 2:53 3:09
2:27 2:32 2:44 2:47 2:56 3:07 3:10 3:23 3:39
2:57 3:02 3:14 3:17 3:26 3:37 3:40 3:53 4:09
3:27 3:32 3:44 3:47 3:56 4:07 4:10 4:23 4:39
3:57 4:02 4:14 4:17 4:26 4:37 4:40 4:53 5:09
4:27 4:32 4:44 4:47 4:56 5:07 5:10 5:23 5:39
4:57 5:02 5:14 5:17 5:26 5:36 5:39 5:51 6:07
5:27 5:32 5:44 5:47 5:56 6:05 6:08 6:20 6:35
5:57 6:02 6:14 6:17 6:26 6:35 6:38 6:50 7:05
6:28 6:33 6:44 6:47 6:56 7:05 7:08 7:20 7:35
7:32 7:37 7:48 7:51 8:00 8:08 8:11 8:22 8:36
8:33 8:37 8:47 8:50 8:59 9:06 9:09 9:20 9:34
9:29 9:33 9:43 9:46 9:54 10:00 10:03 10:14 10:28
10:30 10:34 10:43 10:46 10:54 11:00 11:03 11:14 11:28
11:30 11:34 11:43 11:46 11:54 12:00a 12:03a 12:14a 12:28a 12:30a 12:34a 12:43a 12:46a 12:54a 1:00 1:03 1:14 1:28
1:21 1:25 1:34 1:37 1:45 1:51 1:54 2:05 2:19
12th & Imperial Transit Center Iris Avenue Transit Center 3rd Av. &
B St.

Broadway
& 3rd Av.
12th &
Imperial T.C.

DEPART
Cesar Chavez
Pkwy. &
National Av.

NASNI
(Front Gate)
Hotel del
Coronado
Naval Base
Coronado (NAB)
9th St. &
Palm Av.

Iris Avenue
Transit Center
ARRIVE
— — 6:44a 6:47a 6:56a 7:04a 7:07a 7:18a 7:32a
— — 7:44 7:47 7:56 8:04 8:07 8:18 8:32
— — 8:44 8:47 8:56 9:05 9:08 9:19 9:33
— — 9:44 9:47 9:56 10:05 10:08 10:19 10:33
— — 10:44 10:47 10:56 11:05 11:08 11:19 11:34
— — 11:44 11:47 11:56 12:06p 12:09p 12:20p 12:35p
— — 12:44p 12:47p 12:56p 1:06 1:09 1:21 1:36
— — 1:44 1:47 1:56 2:07 2:10 2:22 2:38
— — 2:44 2:47 2:56 3:07 3:10 3:23 3:39
— — 3:44 3:47 3:56 4:07 4:10 4:23 4:39
— — 4:44 4:47 4:56 5:06 5:09 5:21 5:37
— — 5:44 5:47 5:56 6:05 6:08 6:20 6:35
— — 6:44 6:46 6:55 7:03 7:06 7:17 7:31
— — 7:48 7:50 7:59 8:07 8:10 8:21 8:35
— — 8:47 8:50 8:59 9:06 9:09 9:20 9:34
— — 9:43 9:46 9:54 10:00 10:03 10:14 10:28
— — 11:13 11:16 11:24 11:30 11:33 11:44 11:58
Iris Avenue Transit Center Downtown San Diego
Iris Avenue
Transit Center
DEPART
Palm Av.
& 9th St.

Naval Base
Coronado (NAB)
Hotel del
Coronado
NASNI
(Front Gate)
National Av. &
Cesar Chavez
Pkwy.
12th &
Imperial Transit
Center
Broadway
& 5th Av.
3rd Av. &
B St.

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

Naval Base
Coronado (NAB)
Hotel del
Coronado
NASNI
(Front Gate)
National Av. &
Cesar Chavez
Pkwy.
12th &
Imperial Transit
Center
Broadway
& 5th Av.
3rd Av. &
B St.

ARRIVE
5:18a 5:32a 5:42a 5:45a 5:54a 6:01a 6:07a 6:16a 6:19a
6:21 6:36 6:46 6:49 6:58 7:05 7:11 7:20 7:23
6:54 7:10 7:20 7:23 7:33 7:40 7:47 7:56 7:59
7:24 7:41 7:52 7:56 8:06 8:14 8:21 8:30 8:33
7:54 8:11 8:22 8:26 8:37 8:45 8:52 9:02 9:05
8:24 8:41 8:52 8:56 9:07 9:15 9:22 9:32 9:35
8:54 9:11 9:22 9:26 9:37 9:45 9:52 10:02 10:05
9:24 9:41 9:52 9:56 10:07 10:15 10:22 10:32 10:35
9:54 10:12 10:23 10:27 10:38 10:46 10:53 11:03 11:06
10:24 10:42 10:53 10:57 11:08 11:16 11:23 11:33 11:36
10:54 11:12 11:23 11:27 11:38 11:46 11:53 12:03p 12:06p 11:24 11:42 11:53 11:57 12:08p 12:16p 12:23p 12:33 12:36 11:54 12:12p 12:23p 12:27p 12:38 12:46 12:53 1:03 1:06
12:24p 12:42 12:53 12:57 1:09 1:17 1:25 1:35 1:38
12:54 1:12 1:23 1:27 1:39 1:47 1:55 2:05 2:08
1:24 1:43 1:54 1:58 2:10 2:19 2:27 2:37 2:40
1:54 2:13 2:24 2:28 2:40 2:49 2:57 3:08 3:11
2:24 2:43 2:54 2:58 3:10 3:19 3:27 3:38 3:41
2:54 3:13 3:24 3:28 3:40 3:49 3:57 4:08 4:11
3:24 3:43 3:54 3:58 4:10 4:19 4:27 4:38 4:41
3:54 4:13 4:24 4:28 4:40 4:49 4:57 5:08 5:11
4:24 4:42 4:52 4:56 5:08 5:17 5:25 5:36 5:39
4:54 5:12 5:22 5:26 5:38 5:47 5:55 6:06 6:09
5:24 5:42 5:52 5:56 6:08 6:16 6:23 6:34 6:37
5:54 6:12 6:22 6:26 6:38 6:46 6:53 7:04 7:07
6:24 6:41 6:51 6:55 7:06 7:14 7:20 7:31 7:34
7:05 7:22 7:32 7:36 7:47 7:55 8:01 8:11 8:14
8:08 8:24 8:34 8:38 8:47 8:55 9:01 9:10 9:13
9:08 9:23 9:33 9:37 9:46 9:54 10:00 10:09 10:12
10:14 10:28 10:38 10:41 10:49 10:56 11:02 11:11 11:14
11:14 11:28 11:38 11:41 11:49 11:56 12:02a 12:11a 12:14a Iris Avenue Transit Center 12th & Imperial Transit Center Iris Avenue
Transit Center
DEPART
Palm Av.
& 9th St.

Naval Base
Coronado (NAB)
Hotel del
Coronado
NASNI
(Front Gate)
National Av. &
Cesar Chavez
Pkwy.
12th &
Imperial T.C.

ARRIVE
Broadway
& 5th Av.
3rd Av. &
B St.
5:18a 5:32a 5:42a 5:45a 5:54a 6:01a 6:07a — —
6:21 6:36 6:46 6:49 6:58 7:05 7:11 — —
7:24 7:41 7:52 7:56 8:06 8:14 8:21 — —
8:24 8:41 8:52 8:56 9:07 9:15 9:22 — —
9:24 9:41 9:52 9:56 10:07 10:15 10:22 — —
10:24 10:42 10:53 10:57 11:08 11:16 11:23 — —
11:24 11:42 11:53 11:57 12:08p 12:16p 12:23p — —
12:24p 12:42p 12:53p 12:57p 1:09 1:17 1:25 — —
1:24 1:43 1:54 1:58 2:10 2:19 2:27 — —
2:24 2:43 2:54 2:58 3:10 3:19 3:27 — —
3:24 3:43 3:54 3:58 4:10 4:19 4:27 — —
4:24 4:42 4:52 4:56 5:08 5:17 5:25 — —
5:24 5:42 5:52 5:56 6:08 6:16 6:23 — —
6:14 6:32 6:42 6:46 6:58 7:06 7:13 — —
7:03 7:20 7:30 7:34 7:45 7:53 7:59 — —
8:08 8:24 8:34 8:38 8:47 8:55 9:01 — —

A B C D E F G H I I H G F E D C B A

A B C D E F G H I I H G F E D C B A

A B C D E F G H I I H G F E D C B A
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 901 Monday through Friday • lunes a viernes
901 Saturday • sábado
901 Sunday • domingo
Attachment 9
Real Time Arrivals
Download the free OneBusAway app.

Llegadas en tiempo real. Descarga la
aplicación gratuita OneBusAway.

All timetables are available online
Todos los horarios están disponibles en línea.

Fare Information
Información de tarifas
RidePRONTO.com • 619-595-5636
Easy transit fare. Get a
card or download the app.
sdmts.com/fares
sdmts.com/oba
sdmts.com/timetables
¡Tarifa de transporte fácil! Obtén una
tarjeta o descarga la aplicación.

MTS Security
MTS Seguridad 619-595-4960
MTS Information & Trip Planning
MTS Información y planeo de viaje 619-233-3004
Customer Service / Suggestions
Servicio al cliente / Sugerencias 619-557-4555
Lost and Found
Objetos extraviados 619-233-3004
Transit Store
12th & Imperial Transit Center
M–F / L-V 8am–5pm
619-234-1060

TTY/TDD
(teletype for hearing impaired)
Teletipo para sordos
619-234-5005
888-722-4889
sdmts.com
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.

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
Destinations
• Coronado City Hall
• Coronado Hospital
• Coronado Marriott Resort
• Hotel del Coronado
904 Bus Route
Effective June 11, 2023
Cornado City Hall
Ferry Landing
via Hotel Del Cornado
Hotel Del
Coronado
Coronado IslandMarriott Resort
Coronado Hospital
Ferry
Landing
Naval Air
Station
North Island
(NASNI)
Naval Base
Coronado
(N.A.B.)
Library
Coronado
HS
Coronado City Hall Pacific Ocean
Glorietta
Bay
San Diego Bay
Coronado
Municipal Beach
San
D
ei go - Coronado
B ay
Br di ge
9th St
8th St
7th St
6th St
5th St
J vA
AI
v
A H
v
Ol vi e
Av
Palm Av
E vA
F vA
A C v
B vA
A vA
l A ma de a l B
D vA
r O na eg A
A G
v
v
B vA
A vA
r P so
ep t c l P
4th St
3rd
St
2nd
St
3rd
St
1st
St
10th
St
oP
o m
an
v A
att eir ol G
l B
Ta ar
wa Rd
Strand Wy
Silver Strand Bl
Ocean
Bl R.H. Dan a Pl
Avda de las Arenas

CORONADO
904
904
901
901
901
901
904
E
D
C
B
A
75 75
A
Route 901Route 904Timepoint and/or transfer point
Ferry Landing Coronado City Hall
Coronado Island
Marriott Resort
DEPART
1st St. & B Av.
(Ferry Landing)
Orange Av.
& 4th St.

Orange Av. & RH
Dana Pl. (Hotel del
Coronado)
Silver Strand Bl &
Avda de las Arenas
ARRIVE
10:30a 10:35a 10:38a 10:43a 10:48a
11:30 11:35 11:39 11:46 11:52
12:30p 12:35p 12:39p 12:46p 12:52p
1:30 1:35 1:39 1:46 1:522:28 2:33 2:38 2:46 2:523:28 3:33 3:38 3:46 3:524:30 4:35 4:39 4:45 4:515:30 5:35 5:39 5:45 5:516:30 6:35 6:38 6:43 6:48 Coronado City Hall Ferry Landing
Silver Strand Bl &
Avda de las Arenas
DEPART
Orange Av. & RH
Dana Pl. (Hotel del
Coronado)
Orange Av.
& 4th St.
1st St. & B Av.
(Ferry Landing)
Coronado Island
Marriott Resort
ARRIVE
9:52a 9:54a 10:02a 10:05a 10:08a
10:52 10:54 11:02 11:05 11:0811:52 11:54 12:02p 12:05p 12:08p 12:52p 12:54p 1:02 1:05 1:08
1:52 1:54 2:02 2:05 2:082:52 2:54 3:03 3:06 3:103:52 3:54 4:03 4:06 4:104:52 4:54 5:02 5:05 5:085:52 5:54 6:02 6:05 6:08 A
B
C
D
E
E
D
C
B
A
904 Everyday: September-May* Todos los dias: Septiembre-Mayo* * = 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.

Attachment 9
Ferry Landing Coronado City Hall
Coronado Island
Marriott Resort
DEPART
1st St. & B Av.
(Ferry Landing)
Orange Av.
& 4th St.

Orange Av.
& RH Dana Pl.
(Hotel del Coronado)
Silver Strand Bl &
Avda de las Arenas
ARRIVE
9:15a 9:20a 9:23a 9:28a 9:33a
9:30 9:35 9:38 9:43 9:48
9:45 9:50 9:53 9:58 10:03
10:00 10:05 10:08 10:13 10:18
10:15 10:20 10:23 10:28 10:33
10:30 10:35 10:38 10:43 10:48
10:45 10:50 10:53 10:58 11:03
11:00 11:05 11:09 11:16 11:22
11:15 11:20 11:24 11:31 11:37
11:30 11:35 11:39 11:46 11:52
11:45 11:50 11:54 12:01p 12:07p
12:00p 12:05p 12:09p 12:16 12:22
12:15 12:20 12:24 12:31 12:37
12:30 12:35 12:39 12:46 12:52
12:45 12:50 12:54 1:01 1:07
1:00 1:05 1:09 1:16 1:22
1:15 1:20 1:24 1:31 1:37
1:30 1:35 1:39 1:46 1:52
1:44 1:49 1:53 2:00 2:06
1:59 2:04 2:08 2:15 2:21
2:14 2:19 2:24 2:32 2:38
2:28 2:33 2:38 2:46 2:52
2:43 2:48 2:53 3:01 3:07
2:58 3:03 3:08 3:16 3:22
3:13 3:18 3:23 3:31 3:37
3:28 3:33 3:38 3:46 3:52
3:43 3:48 3:53 4:01 4:07
3:58 4:03 4:08 4:16 4:22
4:15 4:20 4:24 4:30 4:36
4:30 4:35 4:39 4:45 4:51
4:45 4:50 4:54 5:00 5:06
5:00 5:05 5:09 5:15 5:21
5:15 5:20 5:24 5:30 5:36
5:30 5:35 5:39 5:45 5:51
5:45 5:50 5:54 6:00 6:06
6:00 6:05 6:08 6:13 6:18
6:15 6:20 6:23 6:28 6:33
6:30 6:35 6:38 6:43 6:48
6:45 6:50 6:53 6:58 7:03
7:00 7:05 7:08 7:13 7:18
7:15 7:20 7:23 7:28 7:33
7:30 7:35 7:38 7:43 7:48
7:45 7:50 7:53 7:58 8:03
8:00 8:05 8:08 8:13 8:18
8:15 8:20 8:23 8:28 8:33
8:30 8:35 8:38 8:43 8:48
8:45 8:50 8:53 8:58 9:03
9:00 9:05 9:08 9:13 9:18
9:15 9:20 9:23 9:28 9:33
9:30 9:35 9:38 9:43 9:48
9:45 9:50 9:53 9:58 10:03
10:00 10:05 10:08 10:13 10:18
10:15 10:20 10:23 10:28 10:33

A B C D E
Coronado City Hall Ferry Landing
Silver Strand Bl &
Avda de las Arenas
DEPART
Orange Av.
& RH Dana Pl.
(Hotel del Coronado)
Orange Av.
& 4th St.
1st St. & B Av.
(Ferry Landing)
Coronado Island
Marriott Resort
ARRIVE
9:07a 9:09a 9:17a 9:20a 9:23a
9:22 9:24 9:32 9:35 9:38
9:37 9:39 9:47 9:50 9:53
9:52 9:54 10:02 10:05 10:08
10:07 10:09 10:17 10:20 10:23
10:22 10:24 10:32 10:35 10:38
10:37 10:39 10:47 10:50 10:53
10:52 10:54 11:02 11:05 11:08
11:07 11:09 11:17 11:20 11:23
11:22 11:24 11:32 11:35 11:38
11:37 11:39 11:47 11:50 11:53
11:52 11:54 12:02p 12:05p 12:08p
12:07p 12:09p 12:17 12:20 12:23
12:22 12:24 12:32 12:35 12:38
12:37 12:39 12:47 12:50 12:53
12:52 12:54 1:02 1:05 1:08
1:07 1:09 1:17 1:20 1:23
1:22 1:24 1:32 1:35 1:38
1:37 1:39 1:47 1:50 1:53
1:52 1:54 2:02 2:05 2:08
2:06 2:08 2:17 2:20 2:24
2:21 2:23 2:32 2:35 2:39
2:38 2:40 2:49 2:52 2:56
2:52 2:54 3:03 3:06 3:10
3:07 3:09 3:18 3:21 3:25
3:22 3:24 3:33 3:36 3:40
3:37 3:39 3:48 3:51 3:55
3:52 3:54 4:03 4:06 4:10
4:07 4:09 4:18 4:21 4:25
4:22 4:24 4:33 4:36 4:40
4:37 4:39 4:47 4:50 4:53
4:52 4:54 5:02 5:05 5:08
5:07 5:09 5:17 5:20 5:23
5:22 5:24 5:32 5:35 5:38
5:37 5:39 5:47 5:50 5:53
5:52 5:54 6:02 6:05 6:08
6:07 6:09 6:17 6:20 6:23
6:22 6:24 6:32 6:35 6:38
6:37 6:39 6:47 6:50 6:53
6:52 6:54 7:02 7:05 7:08
7:07 7:09 7:17 7:20 7:23
7:22 7:24 7:32 7:35 7:38
7:37 7:39 7:47 7:50 7:53
7:52 7:54 8:02 8:05 8:08
8:07 8:09 8:17 8:20 8:23
8:22 8:24 8:32 8:35 8:38
8:37 8:39 8:47 8:50 8:53
8:52 8:54 9:02 9:05 9:08
9:07 9:09 9:17 9:20 9:23
9:22 9:24 9:32 9:35 9:38
9:37 9:39 9:47 9:50 9:53
9:52 9:54 10:02 10:05 10:08
10:07 10:09 10:17 10:20 10:23

E D C B A
904 Everyday: June-August* • Todos los dias: Junio-Agosto* BBBB
BBBB
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.

Attachment
9 LINSCOTT, LAW & GREENSPAN, engineers LLG Ref. 3-23-3827 Coronado Housing Element
N:\3827 - Coronado Housing Element\Report\1. Feb 8, 2024\Appendix.doc

APPENDIX E
PEAK HOUR INTERSECTION ANALYSIS WORKSHEETS –

EXISTING
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
1: Orange Ave & 1st St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 18 72 64 173 173 45
Future Volume (veh/h) 18 72 64 173 173 45
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.93 0.97 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 21 83 68 184 214 56
Peak Hour Factor 0.87 0.87 0.94 0.94 0.81 0.81
Percent Heavy Veh, % 333333
Cap, veh/h 102 405 498 617 786 700
Arrive On Green 0.33 0.33 0.33 0.33 0.44 0.44
Sat Flow, veh/h 308 1216 1241 1856 1767 1572
Grp Volume(v), veh/h 0 104 68 184 214 56
Grp Sat Flow(s),veh/h/ln 0 1524 1241 1856 1767 1572
Q Serve(g_s), s 0.0 2.4 2.1 3.6 3.8 1.0
Cycle Q Clear(g_c), s 0.0 2.4 4.5 3.6 3.8 1.0
Prop In Lane 0.80 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 507 498 617 786 700
V/C Ratio(X) 0.00 0.21 0.14 0.30 0.27 0.08
Avail Cap(c_a), veh/h 0 986 888 1201 786 700
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 0.0 11.8 13.4 12.2 8.7 7.9
Incr Delay (d2), s/veh 0.0 0.2 0.1 0.3 0.9 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 0.8 0.5 1.4 1.4 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 12.0 13.5 12.5 9.5 8.1
LnGrp LOS ABBBAA
Approach Vol, veh/h 104 252 270
Approach Delay, s/veh 12.0 12.8 9.2
Approach LOS B B A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 22.4 22.4 27.0
Change Period (Y+Rc), s 6.0 6.0 5.0
Max Green Setting (Gmax), s 32.0 32.0 22.0
Max Q Clear Time (g_c+I1), s 4.4 6.5 5.8
Green Ext Time (p_c), s 0.6 1.3 0.7
Intersection Summary
HCM 6th Ctrl Delay 11.1
HCM 6th LOS B
Attachment 9
HCM 6th TWSC Existing AM
2: A Ave & 1st St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 2
Intersection
Int Delay, s/veh 8.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 4 2 8 5 21 0 168 16010
Future Vol, veh/h 4 2 8 5 21 0 168 16010
Conflicting Peds, #/hr 10 0 10 10 0 10 10 0 10 10 0 10
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 58 58 58 81 81 81 80 80 80 25 25 25
Heavy Vehicles, % 3 33333333333
Mvmt Flow 7 3 14 6 26 0 210 18040
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 36 0 0 27 0 0 84 82 30 87 89 46
Stage 1 - - - - - - 34 34 - 48 48 -
Stage 2 - - - - - - 50 48 - 39 41 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.13 5.53 -
Critical Hdwy Stg 2 - ----- 6.13 5.53 - 6.13 5.53 -
Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1568 - - 1580 - - 900 806 1042 896 799 1021 Stage 1 - - - - - - 979 865 - 963 853 -
Stage 2 - - - - - - 961 853 - 973 859 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1553 - - 1565 - - 873 783 1022 866 776 1002 Mov Cap-2 Maneuver - - - - - - 873 783 - 866 776 -
Stage 1 - - - - - - 965 852 - 950 841 -
Stage 2 - - - - - - 944 841 - 950 846 -
Approach EB WB NB SB
HCM Control Delay, s 2.1 1.4 10.5 9.7

HCM LOS B A
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 877 1553 - - 1565 - - 776
HCM Lane V/C Ratio 0.249 0.004 - - 0.004 - - 0.005
HCM Control Delay (s) 10.5 7.3 0 - 7.3 0 - 9.7
HCM Lane LOS B A A - A A - A
HCM 95th %tile Q(veh) 1 0 - - 0 - - 0
Attachment 9
HCM 6th TWSC Existing AM
3: A Ave & 2nd St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 3
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 53 2 10 252 155 828798
Future Vol, veh/h 8 53 2 10 252 155 828798
Conflicting Peds, #/hr 29 0 28 28 0 29 19 0 10 10 0 19
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 79 79 79 83 83 83 64 64 64 60 60 60
Heavy Vehicles, % 3 33333333333
Mvmt Flow 10 67 3 12 304 187 13 3 13 12 15 13
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 520 0 0 98 0 0 572 661 107 558 569 446 Stage 1 - - - - - - 117 117 - 451 451 -
Stage 2 - - - - - - 455 544 - 107 118 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.13 5.53 -
Critical Hdwy Stg 2 - ----- 6.13 5.53 - 6.13 5.53 -
Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1041 - - 1489 - - 429 381 944 439 431 610 Stage 1 - - - - - - 885 797 - 586 569 -
Stage 2 - - - - - - 583 517 - 896 796 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1012 - - 1449 - - 383 352 910 407 399 582 Mov Cap-2 Maneuver - - - - - - 383 352 - 407 399 -
Stage 1 - - - - - - 853 768 - 564 546 -
Stage 2 - - - - - - 537 496 - 863 767 -
Approach EB WB NB SB
HCM Control Delay, s 1.1 0.2 12.5 13.8

HCM LOS B B
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 509 1012 - - 1449 - - 449
HCM Lane V/C Ratio 0.055 0.01 - - 0.008 - - 0.089
HCM Control Delay (s) 12.5 8.6 0 - 7.5 0 - 13.8
HCM Lane LOS B A A - A A - B
HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
4: Orange Ave & Third St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 0 0 0 1265 1770 77 66 136 0 0 305 9 Future Volume (veh/h) 0 0 0 1265 1770 77 66 136 0 0 305 9 Initial Q (Qb), veh 30 40 0000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 0.91
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 0 0 1856 1856 Adj Flow Rate, veh/h 819 2581 81 100 206 0 0 351 10
Peak Hour Factor 0.95 0.95 0.95 0.66 0.66 0.66 0.87 0.87 0.87 Percent Heavy Veh, % 333330033
Cap, veh/h 1249 3802 110 120 780 0 0 418 12
Arrive On Green 0.71 0.71 0.71 0.07 0.22 0.00 0.00 0.12 0.12 Sat Flow, veh/h 1767 5366 167 1767 3618 0 0 3583 99
Grp Volume(v), veh/h 819 1778 884 100 206 0 0 177 184
Grp Sat Flow(s),veh/h/ln 1767 1856 1822 1767 1763 0 0 1763 1827 Q Serve(g_s), s 42.9 45.7 46.9 9.5 8.2 0.0 0.0 16.6 16.7 Cycle Q Clear(g_c), s 42.9 45.7 46.9 9.5 8.2 0.0 0.0 16.6 16.7 Prop In Lane 1.00 0.09 1.00 0.00 0.00 0.05
Lane Grp Cap(c), veh/h 1249 2623 1289 120 780 0 0 211 219 V/C Ratio(X) 0.66 0.68 0.69 0.84 0.26 0.00 0.00 0.84 0.84 Avail Cap(c_a), veh/h 1249 2623 1288 180 996 0 0 259 268 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00 Uniform Delay (d), s/veh 16.7 15.4 15.5 78.1 54.6 0.0 0.0 73.0 73.1 Incr Delay (d2), s/veh 2.7 1.4 3.0 18.5 0.2 0.0 0.0 17.6 17.8 Initial Q Delay(d3),s/veh 12.1 2.3 2.4 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 30.7 24.3 25.0 5.0 3.7 0.0 0.0 8.7 9.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 19.1 21.0 96.7 54.8 0.0 0.0 90.7 90.8 LnGrp LOS C B C F D A A F F
Approach Vol, veh/h 3481 306 361
Approach Delay, s/veh 22.5 68.5 90.8
Approach LOS C E F
Timer - Assigned Phs 3 4 6 8
Phs Duration (G+Y+Rc), s 17.2 26.4 126.0 43.6
Change Period (Y+Rc), s * 5.7 6.1 6.1 6.1
Max Green Setting (Gmax), s * 17 24.9 119.9 47.9
Max Q Clear Time (g_c+I1), s 11.5 18.7 48.9 10.2
Green Ext Time (p_c), s 0.1 1.1 59.3 1.5
Intersection Summary
HCM 6th Ctrl Delay 31.8
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th AWSC Existing AM
5: Glorietta Blvd & Third St/Mullinix Dr 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 5
Intersection
Intersection Delay, s/veh12.9
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 5 0 7 5 6 8 80 322 25 9 9 26
Future Vol, veh/h 5 0 7 5 6 8 80 322 25 9 9 26
Peak Hour Factor 0.75 0.75 0.75 0.68 0.68 0.68 0.77 0.77 0.77 0.85 0.85 0.85 Heavy Vehicles, % 3 33333333333
Mvmt Flow 7 0 9 7 9 12 104 418 32 11 11 31
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 8.2 8.3 13.8 7.6

HCM LOS A A B A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 19% 42% 26% 20%
Vol Thru, % 75% 0% 32% 20%
Vol Right, % 6% 58% 42% 59%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 427 12 19 44
LT Vol 80 5 5 9
Through Vol 322 0 6 9
RT Vol 25 7 8 26
Lane Flow Rate 555 16 28 52
Geometry Grp 1111
Degree of Util (X) 0.627 0.022 0.04 0.062
Departure Headway (Hd) 4.069 5.044 5.093 4.287
Convergence, Y/N Yes Yes Yes Yes
Cap 882 713 706 839
Service Time 2.128 3.052 3.099 2.296
HCM Lane V/C Ratio 0.629 0.022 0.04 0.062
HCM Control Delay 13.8 8.2 8.3 7.6
HCM Lane LOS BAAA
HCM 95th-tile Q 4.5 0.1 0.1 0.2
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
6: Alameda Blvd & Mc Cain Blvd/4th St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 17 355 61 0 0 0 0 118 85 28 134 0 Future Volume (veh/h) 17 355 61 0 0 0 0 118 85 28 134 0 Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.96 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 22 455 78 0 120 87 30 146 0
Peak Hour Factor 0.78 0.78 0.78 0.98 0.98 0.98 0.92 0.92 0.92 Percent Heavy Veh, % 3 3 3 033330
Cap, veh/h 91 1986 344 0 180 130 94 625 0
Arrive On Green 0.46 0.46 0.46 0.00 0.18 0.18 0.05 0.34 0.00 Sat Flow, veh/h 197 4283 742 0 980 711 1767 1856 0
Grp Volume(v), veh/h 206 171 177 0 0 207 30 146 0
Grp Sat Flow(s),veh/h/ln1846 1689 1687 0 0 1691 1767 1856 0 Q Serve(g_s), s 3.8 3.4 3.6 0.0 0.0 6.5 0.9 3.2 0.0
Cycle Q Clear(g_c), s 3.8 3.4 3.6 0.0 0.0 6.5 0.9 3.2 0.0 Prop In Lane 0.11 0.44 0.00 0.42 1.00 0.00
Lane Grp Cap(c), veh/h 856 783 782 0 0 310 94 625 0
V/C Ratio(X) 0.24 0.22 0.23 0.00 0.00 0.67 0.32 0.23 0.00 Avail Cap(c_a), veh/h 856 783 782 0 0 698 259 1224 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 9.2 9.1 9.1 0.0 0.0 21.5 25.9 13.5 0.0 Incr Delay (d2), s/veh 0.7 0.6 0.7 0.0 0.0 2.5 1.9 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.5 1.2 1.3 0.0 0.0 2.6 0.4 1.3 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 9.8 9.7 9.8 0.0 0.0 24.0 27.8 13.7 0.0 LnGrp LOS A A A A A C C B A
Approach Vol, veh/h 555 207 176
Approach Delay, s/veh 9.8 24.0 16.1
Approach LOS A C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s8.7 16.0 32.0 24.7
Change Period (Y+Rc), s* 5.7 5.6 * 5.7 5.6
Max Green Setting (Gmax), s* 8.3 23.4 * 26 37.4
Max Q Clear Time (g_c+I1), s2.9 8.5 5.8 5.2
Green Ext Time (p_c), s 0.0 1.1 3.5 0.9
Intersection Summary
HCM 6th Ctrl Delay 14.1
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
7: Orange Ave & 4th St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 527 31 0 0 0 0 185 256 274 1330 0 Future Volume (veh/h) 20 527 31 0 0 0 0 185 256 274 1330 0 Initial Q (Qb), veh 0 10 0 0 0 0 10 50 0
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 0.94 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 0 1856 1856 1856 1856 0 Adj Flow Rate, veh/h 22 592 35 0 203 281 288 1400 0
Peak Hour Factor 0.89 0.89 0.89 0.91 0.91 0.91 0.95 0.95 0.95 Percent Heavy Veh, % 3 3 3 033330
Cap, veh/h 44 1299 423 0 646 1033 435 1876 0
Arrive On Green 0.25 0.25 0.25 0.00 0.35 0.35 0.12 0.56 0.00 Sat Flow, veh/h 176 5048 1522 0 1856 2972 3428 3618 0
Grp Volume(v), veh/h 231 383 35 0 203 281 288 1400 0
Grp Sat Flow(s),veh/h/ln1847 1689 1522 0 1856 1486 1714 1763 0 Q Serve(g_s), s 6.3 5.7 1.0 0.0 4.7 4.0 4.8 17.2 0.0
Cycle Q Clear(g_c), s 6.3 5.7 1.0 0.0 4.7 4.0 4.8 17.2 0.0 Prop In Lane 0.10 1.00 0.00 1.00 1.00 0.00
Lane Grp Cap(c), veh/h 474 868 423 0 646 1033 435 1876 0 V/C Ratio(X) 0.49 0.44 0.08 0.00 0.31 0.27 0.66 0.75 0.00 Avail Cap(c_a), veh/h 1186 2170 978 0 1001 1603 823 3028 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 19.2 19.0 17.4 0.0 16.2 15.9 28.5 17.3 0.0 Incr Delay (d2), s/veh 0.8 0.4 0.1 0.0 0.3 0.1 1.7 0.6 0.0 Initial Q Delay(d3),s/veh 0.7 0.8 0.0 0.0 0.0 0.0 11.2 20.1 0.0 %ile BackOfQ(50%),veh/ln3.1 2.6 0.4 0.0 2.2 1.5 3.4 17.9 0.0 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.7 20.1 17.5 0.0 16.4 16.1 41.4 38.0 0.0 LnGrp LOS C C B A B B D D A
Approach Vol, veh/h 649 484 1688
Approach Delay, s/veh 20.2 16.2 38.6
Approach LOS C B D
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s12.0 26.1 21.1 38.1
Change Period (Y+Rc), s* 4.7 5.1 6.1 5.1
Max Green Setting (Gmax), s* 14 31.9 38.0 50.8
Max Q Clear Time (g_c+I1), s6.8 6.7 8.3 19.2
Green Ext Time (p_c), s 0.6 2.4 4.7 13.7
Intersection Summary
HCM 6th Ctrl Delay 30.5
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th AWSC Existing AM
8: Alameda Blvd & 6th St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 8
Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 58 22 12 16 24 5 22 133 14 2 156 51
Future Vol, veh/h 58 22 12 16 24 5 22 133 14 2 156 51
Peak Hour Factor 0.85 0.85 0.85 0.75 0.75 0.75 0.81 0.81 0.81 0.95 0.95 0.95 Heavy Vehicles, % 3 33333333333
Mvmt Flow 68 26 14 21 32 7 27 164 17 2 164 54
Number of Lanes 0 10010010010
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach RightNB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 9 8.6 9.3 9.2

HCM LOS A A A A

Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 13% 63% 36% 1%
Vol Thru, % 79% 24% 53% 75%
Vol Right, % 8% 13% 11% 24%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 169 92 45 209
LT Vol 22 58 16 2
Through Vol 133 22 24 156
RT Vol 14 12 5 51
Lane Flow Rate 209 108 60 220
Geometry Grp 1111
Degree of Util (X) 0.267 0.152 0.085 0.274
Departure Headway (Hd) 4.603 5.053 5.081 4.477
Convergence, Y/N Yes Yes Yes Yes
Cap 778 707 701 801
Service Time 2.643 3.106 3.139 2.515
HCM Lane V/C Ratio 0.269 0.153 0.086 0.275
HCM Control Delay 9.3 9 8.6 9.2
HCM Lane LOS AAAA
HCM 95th-tile Q 1.1 0.5 0.3 1.1
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
9: Orange Ave & 6th St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 38 55 30 3 29 11 77 402 14 27 1127 55 Future Volume (veh/h) 38 55 30 3 29 11 77 402 14 27 1127 55 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 0.94 0.91 0.96 0.85 1.00 0.95 1.00 0.96 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 57 82 45 4 35 13 93 484 17 30 1252 61 Peak Hour Factor 0.67 0.67 0.67 0.83 0.83 0.83 0.83 0.83 0.83 0.90 0.90 0.90 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 156 216 108 49 336 118 116 1962 69 47 1797 87 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.07 0.57 0.57 0.03 0.53 0.53 Sat Flow, veh/h 411 762 380 60 1186 415 1767 3467 122 1767 3413 166 Grp Volume(v), veh/h 184 0 0 52 0 0 93 246 255 30 646 667 Grp Sat Flow(s),veh/h/ln1554 0 0 1660 0 0 1767 1763 1826 1767 1763 1816 Q Serve(g_s), s 6.7 0.0 0.0 0.0 0.0 0.0 6.2 8.4 8.5 2.0 32.9 33.0 Cycle Q Clear(g_c), s 11.1 0.0 0.0 2.7 0.0 0.0 6.2 8.4 8.5 2.0 32.9 33.0 Prop In Lane 0.31 0.24 0.08 0.25 1.00 0.07 1.00 0.09
Lane Grp Cap(c), veh/h 480 0 0 503 0 0 116 998 1033 47 928 956 V/C Ratio(X) 0.38 0.00 0.00 0.10 0.00 0.00 0.80 0.25 0.25 0.64 0.70 0.70 Avail Cap(c_a), veh/h 522 0 0 548 0 0 166 998 1033 96 928 956 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.98 0.98 0.98 0.63 0.63 0.63 Uniform Delay (d), s/veh 34.6 0.0 0.0 31.8 0.0 0.0 55.3 13.1 13.1 57.9 21.2 21.3 Incr Delay (d2), s/veh 0.5 0.0 0.0 0.1 0.0 0.0 15.8 0.6 0.6 9.0 2.7 2.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln4.4 0.0 0.0 1.1 0.0 0.0 3.3 3.5 3.6 1.0 13.9 14.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.1 0.0 0.0 31.9 0.0 0.0 71.1 13.7 13.7 66.9 24.0 24.0 LnGrp LOS D A A C AAEBBECC
Approach Vol, veh/h 184 52 594 1343
Approach Delay, s/veh 35.1 31.9 22.7 24.9
Approach LOS DCCC
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.9 73.0 39.1 12.6 68.3 39.1
Change Period (Y+Rc), s* 4.7 5.1 5.1 * 4.7 5.1 5.1
Max Green Setting (Gmax), s* 6.5 61.3 37.3 * 11 56.5 37.3 Max Q Clear Time (g_c+I1), s4.0 10.5 13.1 8.2 35.0 4.7
Green Ext Time (p_c), s 0.0 3.4 1.1 0.0 9.8 0.2
Intersection Summary
HCM 6th Ctrl Delay 25.3
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
10: Orange Ave & 8th St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 74 50 33 15 44 27 67 434 10 22 1039 42 Future Volume (veh/h) 74 50 33 15 44 27 67 434 10 22 1039 42 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 0.98 0.96 0.98 0.96 1.00 0.94 1.00 0.93 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 100 68 45 25 73 45 72 467 11 26 1222 49 Peak Hour Factor 0.74 0.74 0.74 0.60 0.60 0.60 0.93 0.93 0.93 0.85 0.85 0.85 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 252 164 90 109 272 146 97 1648 39 51 1523 61 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.06 0.47 0.47 0.03 0.44 0.44 Sat Flow, veh/h 616 586 322 162 972 521 1767 3515 83 1767 3443 138 Grp Volume(v), veh/h 213 0 0 143 0 0 72 234 244 26 625 646 Grp Sat Flow(s),veh/h/ln1525 0 0 1655 0 0 1767 1763 1835 1767 1763 1818 Q Serve(g_s), s 2.8 0.0 0.0 0.0 0.0 0.0 2.7 5.4 5.5 1.0 20.5 20.6 Cycle Q Clear(g_c), s 7.1 0.0 0.0 4.4 0.0 0.0 2.7 5.4 5.5 1.0 20.5 20.6 Prop In Lane 0.47 0.21 0.17 0.31 1.00 0.05 1.00 0.08
Lane Grp Cap(c), veh/h 506 0 0 527 0 0 97 826 860 51 780 804 V/C Ratio(X) 0.42 0.00 0.00 0.27 0.00 0.00 0.74 0.28 0.28 0.51 0.80 0.80 Avail Cap(c_a), veh/h 837 0 0 893 0 0 140 929 967 150 939 969 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 19.8 0.0 0.0 18.9 0.0 0.0 31.2 10.9 10.9 32.1 16.1 16.2 Incr Delay (d2), s/veh 0.6 0.0 0.0 0.3 0.0 0.0 11.5 0.2 0.2 7.8 4.2 4.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 0.0 0.0 1.7 0.0 0.0 1.4 1.9 2.0 0.5 8.2 8.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 20.3 0.0 0.0 19.2 0.0 0.0 42.7 11.1 11.1 39.9 20.4 20.3 LnGrp LOS C AABAADBBDCC
Approach Vol, veh/h 213 143 550 1297
Approach Delay, s/veh 20.3 19.2 15.2 20.8
Approach LOS C B B C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s6.6 36.5 23.9 8.4 34.7 23.9
Change Period (Y+Rc), s* 4.7 5.1 5.1 * 4.7 5.1 5.1
Max Green Setting (Gmax), s* 5.7 35.3 34.1 * 5.3 35.7 34.1 Max Q Clear Time (g_c+I1), s3.0 7.5 9.1 4.7 22.6 6.4
Green Ext Time (p_c), s 0.0 3.0 1.3 0.0 7.0 0.8
Intersection Summary
HCM 6th Ctrl Delay 19.2
HCM 6th LOS B
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
11: Orange Ave & 10th St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 32 63 52 14 43 33 73 513 9 32 852 60 Future Volume (veh/h) 32 63 52 14 43 33 73 513 9 32 852 60 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.85 1.00 0.95 1.00 0.86 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 43 85 70 21 65 50 85 597 10 34 916 65 Peak Hour Factor 0.74 0.74 0.74 0.66 0.66 0.66 0.86 0.86 0.86 0.93 0.93 0.93 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 55 242 199 34 226 174 105 2019 34 44 1765 125 Arrive On Green 0.03 0.26 0.26 0.02 0.25 0.25 0.06 0.57 0.57 0.02 0.54 0.54 Sat Flow, veh/h 1767 916 754 1767 898 691 1767 3545 59 1767 3298 234 Grp Volume(v), veh/h 43 0 155 21 0 115 85 297 310 34 490 491 Grp Sat Flow(s),veh/h/ln1767 0 1670 1767 0 1589 1767 1763 1841 1767 1763 1769 Q Serve(g_s), s 3.9 0.0 12.0 1.9 0.0 9.3 7.6 13.9 14.0 3.1 28.6 28.6 Cycle Q Clear(g_c), s 3.9 0.0 12.0 1.9 0.0 9.3 7.6 13.9 14.0 3.1 28.6 28.6 Prop In Lane 1.00 0.45 1.00 0.43 1.00 0.03 1.00 0.13
Lane Grp Cap(c), veh/h 55 0 441 34 0 400 105 1004 1049 44 943 947 V/C Ratio(X) 0.78 0.00 0.35 0.63 0.00 0.29 0.81 0.30 0.30 0.78 0.52 0.52 Avail Cap(c_a), veh/h 115 0 491 81 0 436 191 1004 1049 114 943 947 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.55 0.55 0.55 Uniform Delay (d), s/veh 76.9 0.0 47.8 77.9 0.0 48.3 74.4 17.8 17.8 77.6 23.9 23.9 Incr Delay (d2), s/veh 20.3 0.0 0.5 17.6 0.0 0.4 13.8 0.7 0.7 14.9 1.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 0.0 5.2 1.0 0.0 3.8 3.9 6.0 6.3 1.6 12.3 12.4 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 97.2 0.0 48.2 95.6 0.0 48.7 88.2 18.6 18.5 92.5 25.1 25.1 LnGrp LOS F A D F A D F B B F C C
Approach Vol, veh/h 198 136 692 1015
Approach Delay, s/veh 58.9 55.9 27.1 27.3
Approach LOS E E C C
Timer - Assigned Phs 1 2345678
Phs Duration (G+Y+Rc), s8.7 96.2 7.7 47.4 14.2 90.7 9.7 45.4 Change Period (Y+Rc), s* 4.7 5.1 * 4.7 5.1 * 4.7 5.1 * 4.7 5.1 Max Green Setting (Gmax), s* 10 75.8 * 7.3 47.0 * 17 68.8 * 10 43.9 Max Q Clear Time (g_c+I1), s5.1 16.0 3.9 14.0 9.6 30.6 5.9 11.3 Green Ext Time (p_c), s 0.0 4.2 0.0 1.0 0.1 7.9 0.0 0.7 Intersection Summary
HCM 6th Ctrl Delay 32.2
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th TWSC Existing AM
12: Glorietta Blvd & Pomona Ave 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 12
Intersection
Int Delay, s/veh 7.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 369 170 29 5 5 289
Future Vol, veh/h 369 170 29 5 5 289
Conflicting Peds, #/hr 32 0 0 32 10 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - 0 -
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 86 86 85 85 90 90
Heavy Vehicles, % 3 33333
Mvmt Flow 429 198 34 6 6 321
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 72 0 - 0 1135 69
Stage 1 - - - - 69 -
Stage 2 - - - - 1066 -
Critical Hdwy 4.13 - - - 6.43 6.23
Critical Hdwy Stg 1 - - - - 5.43 -
Critical Hdwy Stg 2 - - - - 5.43 -
Follow-up Hdwy 2.227 - - - 3.527 3.327
Pot Cap-1 Maneuver 1522 - - - 223 991
Stage 1 - - - - 951 -
Stage 2 - - - - 329 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1476 - - - 141 961
Mov Cap-2 Maneuver - - - - 141 -
Stage 1 - - - - 621 -
Stage 2 - - - - 319 -
Approach EB WB SB
HCM Control Delay, s 5.8 0 11.5

HCM LOS B
Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1
Capacity (veh/h) 1476 - - - 875
HCM Lane V/C Ratio 0.291 - - - 0.373
HCM Control Delay (s) 8.4 0 - - 11.5
HCM Lane LOS A A - - B
HCM 95th %tile Q(veh) 1.2 - - - 1.7
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
13: Orange Ave & Rh Dana Pl/Adella Ave 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 13
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 20 17 104 9 10 14 333 482 13 20 876 107 Future Volume (veh/h) 20 17 104 9 10 14 333 482 13 20 876 107 Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 0.90 0.79 0.91 0.87 1.00 0.92 1.00 0.82 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 26 22 133 14 16 22 383 554 15 25 1081 132 Peak Hour Factor 0.78 0.78 0.78 0.63 0.63 0.63 0.87 0.87 0.87 0.81 0.81 0.81 Percent Heavy Veh, % 333333333333
Cap, veh/h 269 219 676 131 149 186 403 2036 55 36 1154 140 Arrive On Green 0.31 0.31 0.31 0.31 0.31 0.31 0.23 0.58 0.58 0.02 0.37 0.37 Sat Flow, veh/h 765 706 2182 339 481 601 1767 3496 95 1767 3081 375 Grp Volume(v), veh/h 48 0 133 52 0 0 383 279 290 25 617 596 Grp Sat Flow(s),veh/h/ln 1471 0 1091 1421 0 0 1767 1763 1828 1767 1763 1693 Q Serve(g_s), s 0.0 0.0 7.8 0.0 0.0 0.0 37.1 13.6 13.7 2.4 58.5 59.0 Cycle Q Clear(g_c), s 3.3 0.0 7.8 4.0 0.0 0.0 37.1 13.6 13.7 2.4 58.5 59.0 Prop In Lane 0.54 1.00 0.27 0.42 1.00 0.05 1.00 0.22
Lane Grp Cap(c), veh/h 488 0 676 467 0 0 403 1027 1065 36 660 634 V/C Ratio(X) 0.10 0.00 0.20 0.11 0.00 0.00 0.95 0.27 0.27 0.70 0.93 0.94 Avail Cap(c_a), veh/h 489 0 678 468 0 0 440 1054 1093 70 685 658 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.5 0.0 44.1 42.7 0.0 0.0 66.1 18.0 18.0 84.6 52.3 52.4 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.1 0.0 0.0 29.4 0.1 0.1 22.0 19.7 21.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 2.2 1.6 0.0 0.0 20.1 5.8 6.0 1.3 29.5 28.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.6 0.0 44.2 42.8 0.0 0.0 95.4 18.1 18.1 106.6 72.0 73.6 LnGrp LOS D A D D A A F B B F E E
Approach Vol, veh/h 181 52 952 1238
Approach Delay, s/veh 43.8 42.8 49.2 73.5
Approach LOS D D D E
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.2 106.6 58.9 44.3 70.5 58.9
Change Period (Y+Rc), s * 4.7 5.4 5.1 * 4.7 5.4 5.1
Max Green Setting (Gmax), s * 6.9 103.9 54.0 * 43 67.5 54.0 Max Q Clear Time (g_c+I1), s 4.4 15.7 9.8 39.1 61.0 6.0 Green Ext Time (p_c), s 0.0 3.9 1.0 0.5 4.1 0.3
Intersection Summary
HCM 6th Ctrl Delay 61.1
HCM 6th LOS E
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
14: Orange Ave & Pomona Ave 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 14
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 150 3 996 553 0 931
Future Volume (veh/h) 150 3 996 553 0 931
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 0.96 0.97 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 0 1856
Adj Flow Rate, veh/h 254 5 1172 651 0 1058
Peak Hour Factor 0.59 0.59 0.85 0.85 0.88 0.88
Percent Heavy Veh, % 3 33303
Cap, veh/h 314 6 1613 823 0 2549
Arrive On Green 0.18 0.18 1.00 1.00 0.00 0.72
Sat Flow, veh/h 1721 34 2323 1139 0 3711
Grp Volume(v), veh/h 260 0 905 918 0 1058
Grp Sat Flow(s),veh/h/ln1762 0 1763 1606 0 1763
Q Serve(g_s), s 15.6 0.0 0.0 0.0 0.0 13.1
Cycle Q Clear(g_c), s 15.6 0.0 0.0 0.0 0.0 13.1
Prop In Lane 0.98 0.02 0.71 0.00
Lane Grp Cap(c), veh/h 321 0 1275 1162 0 2549
V/C Ratio(X) 0.81 0.00 0.71 0.79 0.00 0.41
Avail Cap(c_a), veh/h 496 0 1275 1162 0 2549
HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 0.78 0.78 0.00 0.55
Uniform Delay (d), s/veh 43.1 0.0 0.0 0.0 0.0 6.0
Incr Delay (d2), s/veh 5.7 0.0 2.6 4.4 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln7.3 0.0 0.9 1.4 0.0 4.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 48.8 0.0 2.6 4.4 0.0 6.1
LnGrp LOS D AAAAA
Approach Vol, veh/h 260 1823 1058
Approach Delay, s/veh 48.8 3.5 6.1
Approach LOS D A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 84.9 84.9 25.1
Change Period (Y+Rc), s 5.4 5.4 5.0
Max Green Setting (Gmax), s 44.6 18.6 31.0
Max Q Clear Time (g_c+I1), s 2.0 15.1 17.6
Green Ext Time (p_c), s 23.7 2.2 0.6
Intersection Summary
HCM 6th Ctrl Delay 8.1
HCM 6th LOS A
Notes
User approved pedestrian interval to be less than phase max green.

User approved volume balancing among the lanes for turning movement.

Attachment 9
HCM Signalized Intersection Capacity Analysis Existing AM 15: Silver Strand Blvd/Orange Ave & Avenida Del Sol 11/28/2023 Coronado Housing Element Synchro 11 Report
3-23-3827 Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 60 0 5 0 0 4 19 1487 3 0 1046 47
Future Volume (vph) 60 0 5 0 0 4 19 1487 3 0 1046 47
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.7 4.7 5.8 5.8 5.8
Lane Util. Factor 0.95 0.95 1.00 1.00 0.95 0.95 1.00
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 1.00 0.93
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 0.98 0.86 1.00 1.00 1.00 0.85
Flt Protected 0.95 0.96 1.00 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1665 1632 1596 1752 3504 3505 1461
Flt Permitted 0.95 0.96 1.00 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1665 1632 1596 1752 3504 3505 1461
Peak-hour factor, PHF 0.79 0.79 0.79 0.42 0.42 0.42 0.87 0.87 0.87 0.91 0.91 0.91 Adj. Flow (vph) 76 0 6 0 0 10 22 1709 3 0 1149 52
RTOR Reduction (vph) 0 36 0 0 0 9 0 0 0 0 0 15
Lane Group Flow (vph) 41 5 0 0 0 1 22 1712 0 0 1149 37
Confl. Peds. (#/hr) 18 21 10 21
Confl. Bikes (#/hr) 10 10 10
Turn Type Perm NA Perm Prot NA NA Perm
Protected Phases 4 5 2 6
Permitted Phases 4 8 6
Actuated Green, G (s) 12.8 12.8 12.1 3.6 87.4 79.1 79.1 Effective Green, g (s) 12.8 12.8 12.1 3.6 87.4 79.1 79.1 Actuated g/C Ratio 0.12 0.12 0.11 0.03 0.79 0.72 0.72
Clearance Time (s) 4.0 4.0 4.7 4.7 5.8 5.8 5.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 193 189 175 57 2784 2520 1050
v/s Ratio Prot 0.01 c0.49 0.33
v/s Ratio Perm c0.02 0.00 0.00 0.03
v/c Ratio 0.21 0.03 0.01 0.39 0.61 0.46 0.04
Uniform Delay, d1 44.0 43.1 43.6 52.1 4.5 6.5 4.5
Progression Factor 1.00 1.00 1.00 1.00 1.00 2.66 3.96
Incremental Delay, d2 0.6 0.1 0.0 4.3 1.0 0.0 0.0
Delay (s) 44.6 43.1 43.6 56.4 5.6 17.2 17.6
Level of Service D D D E A B B
Approach Delay (s) 43.9 43.6 6.2 17.2
Approach LOS D D A B
Intersection Summary
HCM 2000 Control Delay 11.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.60
Actuated Cycle Length (s) 110.0 Sum of lost time (s) 15.2 Intersection Capacity Utilization 77.7% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
16: Silver Strand Blvd & Avenida De Las Arenas 11/28/2023 Coronado Housing Element Synchro 11 Report
3-23-3827 Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 51 11 9 13 0 5 39 1531 32 21 951 48 Future Volume (veh/h) 51 11 9 13 0 5 39 1531 32 21 951 48 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 0.94 0.93 0.96 0.93 1.00 0.93 1.00 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 73 0 11 34 0 13 45 1760 37 24 1093 55 Peak Hour Factor 0.81 0.81 0.81 0.38 0.38 0.38 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 553 0 247 203 6 64 58 2489 52 37 2368 119
Arrive On Green 0.17 0.00 0.17 0.17 0.00 0.17 0.07 1.00 1.00 0.02 0.69 0.69 Sat Flow, veh/h 2602 0 1465 960 38 382 1767 3525 74 1767 3410 172 Grp Volume(v), veh/h 73 0 11 47 0 0 45 877 920 24 565 583 Grp Sat Flow(s),veh/h/ln1301 0 1465 1380 0 0 1767 1763 1836 1767 1763 1819 Q Serve(g_s), s 0.0 0.0 0.9 3.5 0.0 0.0 3.8 0.0 0.0 2.0 21.6 21.6 Cycle Q Clear(g_c), s 2.9 0.0 0.9 4.2 0.0 0.0 3.8 0.0 0.0 2.0 21.6 21.6 Prop In Lane 1.00 1.00 0.72 0.28 1.00 0.04 1.00 0.09
Lane Grp Cap(c), veh/h 553 0 247 274 0 0 58 1245 1296 37 1224 1263 V/C Ratio(X) 0.13 0.00 0.04 0.17 0.00 0.00 0.78 0.70 0.71 0.64 0.46 0.46 Avail Cap(c_a), veh/h 740 0 353 373 0 0 118 1245 1296 67 1224 1263 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 0.00 0.09 0.09 0.09 0.91 0.91 0.91 Uniform Delay (d), s/veh 53.0 0.0 52.2 53.5 0.0 0.0 69.6 0.0 0.0 72.9 10.3 10.3 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.3 0.0 0.0 2.1 0.3 0.3 15.7 1.1 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.2 0.0 0.4 1.6 0.0 0.0 1.7 0.1 0.1 1.1 8.0 8.3 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.1 0.0 52.3 53.8 0.0 0.0 71.7 0.3 0.3 88.6 11.4 11.4 LnGrp LOS D A D D AAEAAFBB
Approach Vol, veh/h 84 47 1842 1172
Approach Delay, s/veh 53.0 53.8 2.1 13.0
Approach LOS D D A B
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s7.9 111.7 30.4 9.6 110.0 30.4
Change Period (Y+Rc), s* 4.7 5.8 5.1 * 4.7 5.8 5.1
Max Green Setting (Gmax), s* 5.7 92.6 36.1 * 10 88.3 36.1 Max Q Clear Time (g_c+I1), s4.0 2.0 4.9 5.8 23.6 6.2
Green Ext Time (p_c), s 0.0 23.1 0.3 0.0 8.8 0.2
Intersection Summary
HCM 6th Ctrl Delay 8.3
HCM 6th LOS A
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
17: Silver Strand Blvd & Rendova Rd 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 17
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 1 6 1451 56 426 697
Future Volume (veh/h) 1 6 1451 56 426 697
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 0.90 0.97 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 2 10 1577 61 513 840
Peak Hour Factor 0.58 0.58 0.92 0.92 0.83 0.83
Percent Heavy Veh, % 3 33333
Cap, veh/h 13 64 2061 888 451 3072
Arrive On Green 0.06 0.06 1.00 1.00 0.51 1.00
Sat Flow, veh/h 229 1144 3618 1518 1767 3618
Grp Volume(v), veh/h 13 0 1577 61 513 840
Grp Sat Flow(s),veh/h/ln1487 0 1763 1518 1767 1763
Q Serve(g_s), s 1.2 0.0 0.0 0.0 38.3 0.0
Cycle Q Clear(g_c), s 1.2 0.0 0.0 0.0 38.3 0.0
Prop In Lane 0.15 0.77 1.00 1.00
Lane Grp Cap(c), veh/h 83 0 2061 888 451 3072
V/C Ratio(X) 0.16 0.00 0.76 0.07 1.14 0.27
Avail Cap(c_a), veh/h 347 0 2061 888 451 3072
HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00
Upstream Filter(I) 1.00 0.00 0.69 0.69 0.90 0.90
Uniform Delay (d), s/veh 67.4 0.0 0.0 0.0 36.7 0.0
Incr Delay (d2), s/veh 0.9 0.0 1.9 0.1 83.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln0.5 0.0 0.6 0.0 22.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 68.3 0.0 1.9 0.1 120.3 0.0
LnGrp LOS E A A A F A
Approach Vol, veh/h 13 1638 1353
Approach Delay, s/veh 68.3 1.9 45.6
Approach LOS E A D
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s43.0 93.5 136.5 13.5
Change Period (Y+Rc), s* 4.7 5.8 5.8 5.1
Max Green Setting (Gmax), s* 38 61.1 104.1 35.0
Max Q Clear Time (g_c+I1), s40.3 2.0 2.0 3.2
Green Ext Time (p_c), s 0.0 18.2 6.4 0.0
Intersection Summary
HCM 6th Ctrl Delay 21.9
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
18: Silver Strand Blvd & Tarawa Rd 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 18
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 26 23 17 3 29 111 93 1353 45 108 420 166 Future Volume (veh/h) 26 23 17 3 29 111 93 1353 45 108 420 166 Initial Q (Qb), veh 0 00000000000
Ped-Bike Adj(A_pbT) 1.00 0.95 1.00 0.95 1.00 0.97 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 1856 Adj Flow Rate, veh/h 46 47 32 4 34 131 100 1455 48 133 519 205 Peak Hour Factor 0.53 0.53 0.53 0.85 0.85 0.85 0.93 0.93 0.93 0.81 0.81 0.81 Percent Heavy Veh, % 3 33333333333
Cap, veh/h 94 98 79 24 205 185 120 2105 907 155 1515 595 Arrive On Green 0.05 0.05 0.05 0.12 0.12 0.12 0.14 1.00 1.00 0.09 0.62 0.62 Sat Flow, veh/h 1767 1856 1488 194 1652 1489 1767 3526 1518 1767 2456 965 Grp Volume(v), veh/h 46 47 32 38 0 131 100 1455 48 133 372 352 Grp Sat Flow(s),veh/h/ln1767 1856 1488 1846 0 1489 1767 1763 1518 1767 1763 1658 Q Serve(g_s), s 3.8 3.7 3.1 2.8 0.0 12.7 8.3 0.0 0.0 11.1 15.4 15.5 Cycle Q Clear(g_c), s 3.8 3.7 3.1 2.8 0.0 12.7 8.3 0.0 0.0 11.1 15.4 15.5 Prop In Lane 1.00 1.00 0.11 1.00 1.00 1.00 1.00 0.58
Lane Grp Cap(c), veh/h 94 98 79 229 0 185 120 2105 907 155 1087 1023 V/C Ratio(X) 0.49 0.48 0.41 0.17 0.00 0.71 0.83 0.69 0.05 0.86 0.34 0.34 Avail Cap(c_a), veh/h 94 99 79 406 0 328 191 2105 907 192 1087 1023 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 0.75 0.75 0.75 0.97 0.97 0.97 Uniform Delay (d), s/veh 69.1 69.0 68.7 58.7 0.0 63.1 64.0 0.0 0.0 67.5 14.0 14.0 Incr Delay (d2), s/veh 3.9 3.6 3.3 0.3 0.0 4.9 12.2 1.4 0.1 25.2 0.8 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 1.9 1.3 1.3 0.0 5.1 3.9 0.4 0.0 6.0 6.1 5.8 Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 73.0 72.6 72.1 59.1 0.0 68.0 76.1 1.4 0.1 92.7 14.8 14.9 LnGrp LOS E EEEAEEAAFBB
Approach Vol, veh/h 125 169 1603 857
Approach Delay, s/veh 72.6 66.0 6.0 26.9
Approach LOS E E A C
Timer - Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s17.9 95.4 13.1 14.9 98.3 23.7
Change Period (Y+Rc), s* 4.7 5.8 5.1 * 4.7 5.8 5.1
Max Green Setting (Gmax), s* 16 72.0 8.0 * 16 72.1 33.0 Max Q Clear Time (g_c+I1), s13.1 2.0 5.8 10.3 17.5 14.7 Green Ext Time (p_c), s 0.1 15.9 0.1 0.1 4.7 0.6
Intersection Summary
HCM 6th Ctrl Delay 19.2
HCM 6th LOS B
Notes
User approved volume balancing among the lanes for turning movement. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM Signalized Intersection Capacity Analysis Existing AM 19: Silver Strand Blvd & Tulagi Rd 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 40 1 1726 171 0 249
Future Volume (vph) 40 1 1726 171 0 249
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900
Total Lost time (s) 5.1 5.8 5.8 5.8
Lane Util. Factor 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 1.00 0.96 1.00
Flpb, ped/bikes 1.00 1.00 1.00 1.00
Frt 1.00 1.00 0.85 1.00
Flt Protected 0.95 1.00 1.00 1.00
Satd. Flow (prot) 1752 3505 1502 3505
Flt Permitted 0.95 1.00 1.00 1.00
Satd. Flow (perm) 1752 3505 1502 3505
Peak-hour factor, PHF 0.79 0.79 0.93 0.93 0.60 0.60
Adj. Flow (vph) 51 1 1856 184 0 415
RTOR Reduction (vph) 1 0 0 37 0 0
Lane Group Flow (vph) 51 0 1856 147 0 415
Confl. Peds. (#/hr) 10
Confl. Bikes (#/hr) 10 10
Turn Type Perm NA Perm NA
Protected Phases 2 6
Permitted Phases 8 2
Actuated Green, G (s) 4.3 59.8 59.8 59.8
Effective Green, g (s) 4.3 59.8 59.8 59.8
Actuated g/C Ratio 0.06 0.80 0.80 0.80
Clearance Time (s) 5.1 5.8 5.8 5.8
Vehicle Extension (s) 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 100 2794 1197 2794
v/s Ratio Prot c0.53 0.12
v/s Ratio Perm c0.03 0.10
v/c Ratio 0.51 0.66 0.12 0.15
Uniform Delay, d1 34.3 3.3 1.7 1.7
Progression Factor 1.00 1.00 1.00 1.25
Incremental Delay, d2 4.3 1.3 0.2 0.1
Delay (s) 38.7 4.5 1.9 2.3
Level of Service D A A A
Approach Delay (s) 38.7 4.3 2.3
Approach LOS D A A
Intersection Summary
HCM 2000 Control Delay 4.7 HCM 2000 Level of Service A
HCM 2000 Volume to Capacity ratio 0.65
Actuated Cycle Length (s) 75.0 Sum of lost time (s) 10.9 Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
Attachment 9
HCM 6th Signalized Intersection Summary Existing AM
20: Silver Strand Blvd & Leyte Rd 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 20
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Volume (veh/h) 30 74 2002 15 53 249
Future Volume (veh/h) 30 74 2002 15 53 249
Initial Q (Qb), veh 0 00000
Ped-Bike Adj(A_pbT) 1.00 1.00 0.97 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 39 97 2383 18 75 351
Peak Hour Factor 0.76 0.76 0.84 0.84 0.71 0.71
Percent Heavy Veh, % 3 33333
Cap, veh/h 139 123 2526 1090 93 2856
Arrive On Green 0.08 0.08 0.72 0.72 0.05 0.81
Sat Flow, veh/h 1767 1572 3618 1521 1767 3618
Grp Volume(v), veh/h 39 97 2383 18 75 351
Grp Sat Flow(s),veh/h/ln1767 1572 1763 1521 1767 1763
Q Serve(g_s), s 2.6 7.6 74.4 0.4 5.3 2.6
Cycle Q Clear(g_c), s 2.6 7.6 74.4 0.4 5.3 2.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 139 123 2526 1090 93 2856
V/C Ratio(X) 0.28 0.79 0.94 0.02 0.81 0.12
Avail Cap(c_a), veh/h 379 337 2583 1115 93 3018
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 54.6 56.9 15.6 5.1 59.0 2.5
Incr Delay (d2), s/veh 1.1 10.4 8.0 0.0 51.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln1.2 3.4 26.1 0.1 3.6 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 55.7 67.4 23.6 5.1 110.4 2.5
LnGrp LOS E E C A F A
Approach Vol, veh/h 136 2401 426
Approach Delay, s/veh 64.0 23.4 21.5
Approach LOS E C C
Timer - Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s11.8 98.5 110.3 15.5
Change Period (Y+Rc), s* 5.2 * 8.4 * 8.4 5.6
Max Green Setting (Gmax), s* 6.6 * 92 * 1.1E2 27.0
Max Q Clear Time (g_c+I1), s7.3 76.4 4.6 9.6
Green Ext Time (p_c), s 0.0 13.7 2.3 0.3
Intersection Summary
HCM 6th Ctrl Delay 25.0
HCM 6th LOS C
Notes
* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Attachment 9
HCM 6th Signalized Intersection Summary Existing PM
1: Orange Ave & 1st St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Volume (veh/h) 196 258 94 84 100 52
Future Volume (veh/h) 196 258 94 84 100 52
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 0.84 0.96 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1856 1856 1856 1856 1856 1856
Adj Flow Rate, veh/h 239 315 119 106 119 62
Peak Hour Factor 0.82 0.82 0.79 0.79 0.84 0.84
Percent Heavy Veh, % 333333
Cap, veh/h 316 417 265 899 608 541
Arrive On Green 0.48 0.48 0.48 0.48 0.34 0.34
Sat Flow, veh/h 653 861 816 1856 1767 1572
Grp Volume(v), veh/h 0 554 119 106 119 62
Grp Sat Flow(s),veh/h/ln 0 1513 816 1856 1767 1572
Q Serve(g_s), s 0.0 19.1 8.9 2.0 3.0 1.7
Cycle Q Clear(g_c), s 0.0 19.1 27.9 2.0 3.0 1.7
Prop In Lane 0.57 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 0 733 265 899 608 541
V/C Ratio(X) 0.00 0.76 0.45 0.12 0.20 0.11
Avail Cap(c_a), veh/h 0 757 278 928 608 541
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 0.0 13.4 24.8 9.0 14.8 14.3
Incr Delay (d2), s/veh 0.0 4.2 1.2 0.1 0.7 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.0 6.5 1.7 0.7 1.3 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 0.0 17.7 26.0 9.1 15.5 14.8
LnGrp LOS A B C A B B
Approach Vol, veh/h 554 225 181
Approach Delay, s/veh 17.7 18.0 15.2
Approach LOS B B B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 37.0 37.0 27.0
Change Period (Y+Rc), s 6.0 6.0 5.0
Max Green Setting (Gmax), s 32.0 32.0 22.0
Max Q Clear Time (g_c+I1), s 21.1 29.9 5.0
Green Ext Time (p_c), s 3.2 0.2 0.5
Intersection Summary
HCM 6th Ctrl Delay 17.3
HCM 6th LOS B
Attachment 9
HCM 6th TWSC Existing PM
2: A Ave & 1st St 11/28/2023
Coronado Housing Element Synchro 11 Report
3-23-3827 Page 2
Intersection
Int Delay, s/veh 5.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 3 16 54 8 14 0 56 0 10 3 3 0
Future Vol, veh/h 3 16 54 8 14 0 56 0 10 3 3 0
Conflicting Peds, #/hr 10 0 11 11 0 10 17 0 10 10 0 17
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - -----------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 73 73 73 55 55 55 66 66 66 30 30 30
Heavy Vehicles, % 3 33333333333
Mvmt Flow 4 22 74 15 25 0 85 0 15 10 10 0
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 35 0 0 107 0 0 155 143 80 150 180 52 Stage 1 - - - - - - 78 78 - 65 65 -
Stage 2 - - - - - - 77 65 - 85 115 -
Critical Hdwy 4.13 - - 4.13 - - 7.13 6.53 6.23 7.13 6.53 6.23 Critical Hdwy Stg 1 - ----- 6.13 5.53 - 6.13 5.53 -
Critical Hdwy Stg 2 - ----- 6.13 5.53 - 6.13 5.53 -
Follow-up Hdwy 2.227 - - 2.227 - - 3.527 4.027 3.327 3.527 4.027 3.327 Pot Cap-1 Maneuver 1570 - - 1478 - - 809 746 977 815 712 1013 Stage 1 - - - - - - 928 828 - 943 839 -
Stage 2 - - - - - - 929 839 - 920 798 -
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1555 - - 1463 - - 771 721 958 779 689 987 Mov Cap-2 Maneuver - - - - - - 771 721 - 779 689 -
Stage 1 - - - - - - 916 817 - 932 822 -
Stage 2 - - - - - - 894 822 - 894 788 -
Approach EB WB NB SB
HCM Control Delay, s 0.3 2.7 10.2 10.1