HomeMy WebLinkAboutN - Traffic Study (Appendix)Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 1.1:
APPROVED TRAFFIC STUDY SCOPING AGREEMENT
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
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1.1-1
Provide truck turning templates for project driveway 1, 3 (including on site 90-degree turn), 4 & 5.
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1.1-18
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 3.1:
EXISTING & HISTORICAL TRAFFIC COUNTS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
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I-10 Westbound Ramps
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6
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28
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44
23
67
Left
0
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Right
0
Total OutIn
6 0 6
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(9
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2
6
8
3.1-29
Fi
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(9
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2
6
8
3.1-30
Location: Date: 8/17/2021
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Citrus Avenue I‐10 WB Ramps Citrus Avenue I‐10 WB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
00000
01001
01001
04004
05005
00000
00000
00000
0110 011
North Leg East Leg South Leg West Leg
Citrus Avenue I‐10 WB Ramps Citrus Avenue I‐10 WB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
00000
00000
00000
00000
00000
00000
00000
00000
00000
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
Fontana
Citrus Avenue
I‐10 WB Ramps
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-31
Location: Date: 8/17/2021
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000000000 0
010000000000 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
010000000000 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000000000 0
000000010000 1
I‐10 WB Ramps
TOTAL VOLUMES:
Citrus Avenue I‐10 WB Ramps Citrus Avenue I‐10 WB Ramps
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Citrus Avenue I‐10 WB Ramps Citrus 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
I‐10 WB Ramps
Citrus Avenue
Fontana
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-32
Fi
l
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N
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:
0
2
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72
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9
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Gr
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59
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p
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%
39
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7
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%
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s
81
2
12
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% P
a
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% L
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(9
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9
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8
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2
6
8
3.1-39
Fi
l
e
N
a
m
e
:
0
2
_
F
O
N
_
C
i
t
r
u
s
_
1
0
E
A
M
Si
t
e
C
o
d
e
:
0
5
1
2
1
4
0
3
St
a
r
t
D
a
t
e
:
8
/
1
7
/
2
0
2
1
Pa
g
e
N
o
:
2
Ci
t
y
o
f
F
o
n
t
a
n
a
N/
S
:
C
i
t
r
u
s
A
v
e
n
u
e
E/
W
:
I
-
1
0
E
a
s
t
b
o
u
n
d
R
a
m
p
s
We
a
t
h
e
r
:
C
l
e
a
r
C
i
t
r
u
s
A
v
e
n
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e
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
C
i
t
r
u
s
A
v
e
n
u
e
Rig
h
t
0
Th
r
u
20
Le
f
t
27
In
Ou
t
To
t
a
l
30
47
77
Right
0
Thru
0
Left
0
Out TotalIn
40 0 40
Le
f
t
0
Th
r
u
18
Ri
g
h
t
13
Ou
t
To
t
a
l
In
27
31
58
Left
12
Thru
0
Right
7
Total OutIn
0 19 19
Pe
a
k
H
o
u
r
B
e
g
i
n
s
a
t
0
7
:
3
0
A
M
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r
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e
2
A
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e
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e
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s
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No
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h
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s
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n
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,
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n
c
.
PO
B
o
x
1
1
7
8
Co
r
o
n
a
,
C
A
9
2
8
7
8
(9
5
1
)
2
6
8
-6
2
6
8
3.1-40
Fi
l
e
N
a
m
e
:
0
2
_
F
O
N
_
C
i
t
r
u
s
_
1
0
E
A
M
Si
t
e
C
o
d
e
:
0
5
1
2
1
4
0
3
St
a
r
t
D
a
t
e
:
8
/
1
7
/
2
0
2
1
Pa
g
e
N
o
:
3
Ci
t
y
o
f
F
o
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n
a
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S
:
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i
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s
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v
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W
:
I
-
1
0
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a
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t
b
o
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n
d
R
a
m
p
s
We
a
t
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r
:
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e
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r
Cit
r
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s
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e
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h
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o
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d
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1
0
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e
No
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h
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d
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1
0
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p
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p
.
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t
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o
t
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t
.
T
o
t
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l
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k
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r
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n
a
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y
s
i
s
F
r
o
m
0
7
:
3
0
A
M
t
o
0
8
:
1
5
A
M
-
P
e
a
k
1
o
f
1
Pe
a
k
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o
u
r
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a
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h
A
p
p
r
o
a
c
h
B
e
g
i
n
s
a
t
:
07
:
3
0
A
M
07
:
3
0
A
M
07
:
3
0
A
M
07
:
3
0
A
M
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m
i
n
s
.
9
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0
1
1
0
0
0
0
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2
4
6
4
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4
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5
m
i
n
s
.
5
5
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1
0
0
0
0
0
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4
4
8
3
0
4
7
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0
m
i
n
s
.
4
5
0
9
0
0
0
0
0
8
3
11
2
0
1
3
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5
m
i
n
s
.
9
8
0
17
0
0
0
0
0
4
2
6
3
0
2
5
To
t
a
l
V
o
l
u
m
e
27
20
0
47
0
0
0
0
0
18
13
31
12
0
7
19
%
A
p
p
.
T
o
t
a
l
57
.
4
42
.
6
0
0
0
0
0
58
.
1
41
.
9
63
.
2
0
36
.
8
PH
F
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5
0
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2
5
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0
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9
1
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0
0
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0
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0
0
.0
0
0
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0
0
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6
3
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1
3
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0
5
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5
0
.0
0
0
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3
8
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7
9
Co
u
n
t
s
U
n
l
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m
i
t
e
d
,
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n
c
.
PO
B
o
x
1
1
7
8
Co
r
o
n
a
,
C
A
9
2
8
7
8
(9
5
1
)
2
6
8
-6
2
6
8
3.1-41
Fi
l
e
N
a
m
e
:
0
2
_
F
O
N
_
C
i
t
r
u
s
_
1
0
E
A
M
Si
t
e
C
o
d
e
:
0
5
1
2
1
4
0
3
St
a
r
t
D
a
t
e
:
8
/
1
7
/
2
0
2
1
Pa
g
e
N
o
:
1
Ci
t
y
o
f
F
o
n
t
a
n
a
N/
S
:
C
i
t
r
u
s
A
v
e
n
u
e
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W
:
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-
1
0
E
a
s
t
b
o
u
n
d
R
a
m
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We
a
t
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r
:
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r
Gr
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s
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r
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e
d
-
3
A
x
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s
Cit
r
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s
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h
b
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d
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1
0
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d
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n
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p
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t
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Cit
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s
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e
No
r
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h
b
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n
d
I-
1
0
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t
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d
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d
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r
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p
.
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o
t
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l
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c
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.
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o
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.
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o
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l
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t
.
T
o
t
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l
07
:
0
0
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M
0
0
0
0
0
0
0
0
0
0
0
2
2
0
4
1
0
0
0
1
0
5
5
07
:
1
5
A
M
3
3
0
0
6
0
0
0
0
0
0
4
2
2
6
0
0
1
0
1
2
13
1
5
07
:
3
0
A
M
2
6
0
0
8
0
0
0
0
0
0
1
0
0
1
0
0
2
1
2
1
11
1
2
07
:
4
5
A
M
3
0
0
0
3
0
0
0
0
0
0
3
2
1
5
1
0
2
1
3
2
11
1
3
To
t
a
l
8
9
0
0
17
0
0
0
0
0
0
10
6
3
16
2
0
5
2
7
5
40
45
08
:
0
0
A
M
3
2
0
0
5
0
0
0
0
0
0
10
0
0
1
0
0
0
4
3
4
3
19
2
2
08
:
1
5
A
M
2
3
0
0
5
0
0
0
0
0
0
4
2
0
6
1
0
2
0
3
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14
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4
08
:
3
0
A
M
3
3
0
0
6
0
0
0
0
0
0
5
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0
6
1
0
1
0
2
0
14
1
4
08
:
4
5
A
M
2
3
0
0
5
0
0
0
0
0
0
3
0
0
3
1
0
2
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3
1
11
1
2
To
t
a
l
10
11
0
0
21
0
0
0
0
0
0
22
3
0
25
3
0
9
4
12
4
58
62
Gr
a
n
d
T
o
t
a
l
18
20
0
0
3
8
0
0
0
0
0
0
32
9
3
4
1
5
0
1
4
6
1
9
9
98
1
0
7
Ap
p
r
c
h
%
47
.
4
52
.
6
0
0
0
0
0
78
2
2
26
.
3
0
7
3
.
7
To
t
a
l
%
18
.
4
20
.
4
0
3
8
.
8
0
0
0
0
0
32
.
7
9
.
2
4
1
.
8
5.
1
0
1
4
.
3
1
9
.
4
8.
4
91
.
6
Cit
r
u
s
A
v
e
n
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e
So
u
t
h
b
o
u
n
d
I-
1
0
E
a
s
t
b
o
u
n
d
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n
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a
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p
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s
t
b
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d
Ci
t
r
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s
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v
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e
No
r
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h
b
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u
n
d
I-
1
0
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t
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r
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l
In
t
.
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o
t
a
l
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k
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r
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n
a
l
y
s
i
s
F
r
o
m
0
7
:
3
0
A
M
t
o
0
8
:
1
5
A
M
-
P
e
a
k
1
o
f
1
Pe
a
k
H
o
u
r
f
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r
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n
t
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r
e
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n
t
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r
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e
c
t
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o
n
B
e
g
i
n
s
a
t
0
7
:
3
0
A
M
07
:
3
0
A
M
2
6
0
8
0
0
0
0
0
1
0
1
0
0
2
2
11
07
:
4
5
A
M
3
0
0
3
0
0
0
0
0
3
2
5
1
0
2
3
11
08
:
0
0
A
M
3
2
0
5
0
0
0
0
0
10
0
10
0
0
4
4
19
08
:
1
5
A
M
2
3
0
5
0
0
0
0
0
4
2
6
1
0
2
3
14
To
t
a
l
V
o
l
u
m
e
10
11
0
21
0
0
0
0
0
18
4
22
2
0
10
12
55
%
A
p
p
.
T
o
t
a
l
47
.
6
52
.
4
0
0
0
0
0
81
.
8
18
.
2
16
.
7
0
83
.
3
PH
F
.8
3
3
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5
8
.0
0
0
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5
6
.0
0
0
.0
0
0
.0
0
0
.0
0
0
.0
0
0
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5
0
.5
0
0
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5
0
.5
0
0
.0
0
0
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2
5
.7
5
0
.7
2
4
Co
u
n
t
s
U
n
l
i
m
i
t
e
d
,
I
n
c
.
PO
B
o
x
1
1
7
8
Co
r
o
n
a
,
C
A
9
2
8
7
8
(9
5
1
)
2
6
8
-6
2
6
8
3.1-42
Fi
l
e
N
a
m
e
:
0
2
_
F
O
N
_
C
i
t
r
u
s
_
1
0
E
A
M
Si
t
e
C
o
d
e
:
0
5
1
2
1
4
0
3
St
a
r
t
D
a
t
e
:
8
/
1
7
/
2
0
2
1
Pa
g
e
N
o
:
2
Ci
t
y
o
f
F
o
n
t
a
n
a
N/
S
:
C
i
t
r
u
s
A
v
e
n
u
e
E/
W
:
I
-
1
0
E
a
s
t
b
o
u
n
d
R
a
m
p
s
We
a
t
h
e
r
:
C
l
e
a
r
C
i
t
r
u
s
A
v
e
n
u
e
I-10 Eastbound Off Ramp
I-10 Eastbound On Ramp
C
i
t
r
u
s
A
v
e
n
u
e
Rig
h
t
0
Th
r
u
11
Le
f
t
10
In
Ou
t
To
t
a
l
20
21
41
Right
0
Thru
0
Left
0
Out TotalIn
14 0 14
Le
f
t
0
Th
r
u
18
Ri
g
h
t
4
Ou
t
To
t
a
l
In
21
22
43
Left
2
Thru
0
Right
10
Total OutIn
0 12 12
Pe
a
k
H
o
u
r
B
e
g
i
n
s
a
t
0
7
:
3
0
A
M
3
A
x
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e
V
e
h
i
c
l
e
s
Pe
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k
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o
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r
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a
t
a
No
r
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h
Co
u
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t
s
U
n
l
i
m
i
t
e
d
,
I
n
c
.
PO
B
o
x
1
1
7
8
Co
r
o
n
a
,
C
A
9
2
8
7
8
(9
5
1
)
2
6
8
-6
2
6
8
3.1-43
Fi
l
e
N
a
m
e
:
0
2
_
F
O
N
_
C
i
t
r
u
s
_
1
0
E
A
M
Si
t
e
C
o
d
e
:
0
5
1
2
1
4
0
3
St
a
r
t
D
a
t
e
:
8
/
1
7
/
2
0
2
1
Pa
g
e
N
o
:
3
Ci
t
y
o
f
F
o
n
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Right
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u 87
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3.1-61
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(9
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2
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8
3.1-62
Location: Date: 8/17/2021
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Citrus Avenue I‐10 EB Ramps Citrus Avenue I‐10 EB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
00000
01001
00000
04004
04004
02002
00000
00000
0110 011
North Leg East Leg South Leg West Leg
Citrus Avenue I‐10 EB Ramps Citrus Avenue I‐10 EB Ramps
Pedestrians Pedestrians Pedestrians Pedestrians
00000
00000
00000
00000
00000
00000
00000
00000
00000
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
Fontana
Citrus Avenue
I‐10 EB Ramps
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-63
Location: Date: 8/17/2021
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000020000 2
000000000000 0
000000000000 0
000000000000 0
000000010000 1
000000010000 1
000000000000 0
000000040000 4
I‐10 EB Ramps
TOTAL VOLUMES:
Citrus Avenue I‐10 EB Ramps Citrus Avenue I‐10 EB Ramps
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Citrus Avenue I‐10 EB Ramps Citrus 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
I‐10 EB Ramps
Citrus Avenue
Fontana
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-64
Fi
l
e
N
a
m
e
:
0
6
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:
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:
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49
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1
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97
9
10
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9
20
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Right
181
Thru
422
Left
87
Out TotalIn
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f
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38
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2
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44
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6
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Left
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Thru
156
Right
19
Total OutIn
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9
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7
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0
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Out TotalIn
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2
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8
22
.
2
63
11
.
1
66
.
7
22
.
2
23
.
1
76
.
9
0
39
.
5
60
.
5
0
PH
F
.5
0
0
.3
0
0
.6
0
7
.8
4
4
.5
0
0
.7
5
0
.5
0
0
.7
5
0
.3
7
5
.8
3
3
.0
0
0
.6
5
0
.5
3
1
.8
1
3
.0
0
0
.6
7
2
.8
1
5
Co
u
n
t
s
U
n
l
i
m
i
t
e
d
PO
B
o
x
1
1
7
8
Co
r
o
n
a
,
C
A
9
2
8
7
8
(9
5
1
)
2
6
8
-
6
2
6
8
3.1-79
Fi
l
e
N
a
m
e
:
0
6
_
F
O
N
_
C
i
t
r
u
s
_
S
l
o
v
e
r
P
M
Sit
e
C
o
d
e
:
0
5
1
1
9
1
8
1
St
a
r
t
D
a
t
e
:
3
/
1
4
/
2
0
1
9
Pa
g
e
N
o
:
2
Ci
t
y
o
f
F
o
n
t
a
n
a
N/
S
:
C
i
t
r
u
s
A
v
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E/
W
:
S
l
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We
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:
C
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Slover Avenue
Slover Avenue
C
i
t
r
u
s
A
v
e
n
u
e
Rig
h
t
17
Th
r
u
6
Le
f
t
4
In
Ou
t
To
t
a
l
31
27
58
Right
4
Thru
12
Left
2
Out TotalIn
30 18 48
Le
f
t
3
Th
r
u
10
Ri
g
h
t
0
Ou
t
To
t
a
l
In
8
13
21
Left
17
Thru
26
Right
0
Total OutIn
32 43 75
Pe
a
k
H
o
u
r
B
e
g
i
n
s
a
t
0
4
:
3
0
P
M
4+
A
x
l
e
T
r
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c
k
s
Pe
a
k
H
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D
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No
r
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h
Co
u
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U
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m
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t
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d
PO
B
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x
1
1
7
8
Co
r
o
n
a
,
C
A
9
2
8
7
8
(9
5
1
)
2
6
8
-
6
2
6
8
3.1-80
Location: Date: 3/14/2019
N/S: Day: Thursday
E/W:
North Leg East Leg South Leg West Leg
Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
463013
02002
20002
00000
00000
00000
00000
00000
683017
North Leg East Leg South Leg West Leg
Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
03003
20002
00101
10102
04004
01001
00000
21003
592016
Fontana
Citrus Avenue
Slover Avenue
PEDESTRIANS
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
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
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-81
Location: Date: 3/14/2019
N/S: Day: Thursday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
010000010000 2
000000000000 0
000000000000 0
000000000000 0
100010000000 2
010000000000 1
000000000000 0
000000000000 0
120010010000 5
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000020 2
000000010000 1
000000010030 4
Slover Avenue
Citrus Avenue
Fontana
BICYCLES
7:30 AM
7:00 AM
7:15 AM
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
5:30 PM
5:45 PM
Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue
TOTAL VOLUMES:
Citrus Avenue Slover Avenue Citrus Avenue Slover Avenue
Southbound Westbound Northbound Eastbound
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-82
T42321
DATE:LOCATION:PROJECT #:SCTue, Apr 13, 21 NORTH & SOUTH:LOCATION #:2 EAST & WEST:CONTROL:STOP E/W
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:0 1 0 0 1 0 0 1 0 0 1 0 0 0 0 0 X X X X
7:00 AM 3 0 0 0 2 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 07:15 AM 0 0 2 0 0 0 0 0 2 1 0 0 5 0 0 0 0 0 0 0 0 07:30 AM 1 0 0 0 0 0 0 0 4 2 0 0 7 0 0 0 0 0 0 0 0 07:45 AM 5 1 2 0 1 0 0 0 1 0 0 0 10 0 0 0 0 0 0 0 0 08:00 AM 5 1 1 0 0 0 0 0 2 2 0 0 11 0 0 0 0 0 0 0 0 08:15 AM 0 1 0 0 2 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 08:30 AM 1 0 2 0 0 0 0 0 3 2 0 0 8 0 0 0 0 0 0 0 0 08:45 AM 0 1 3 0 0 0 0 0 2 1 0 0 7 0 0 0 0 0 0 0 0 0VOLUMES15 4 10 0 5 0 0 0 15 8 0 0 57 0 0 0 0 0 0 0 0 0APPROACH %52%14%34%0%100%0%0%0%100%100%0%0%APP/DEPART 29 /4 5 /28 15 /10 8 /15 0 BEGIN PEAK HRVOLUMES 11 2 5 0 1 0 0 0 9 5 0 0 33 0 0 0 0APPROACH %61%11%28%0%100%0%0%0%100%100%0%0%PEAK HR FACTOR 0.563 0.250 0.563 0.625 0.750 APP/DEPART 18 /2 1 /15 9 /5 5 /11 0 04:00 PM 4 1 1 0 2 0 0 0 4 3 0 0 15 0 0 0 0 0 0 0 0 04:15 PM 5 0 2 0 0 0 0 0 2 3 0 0 12 0 0 0 0 0 0 0 0 04:30 PM 4 0 4 1 0 0 0 1 7 5 1 1 24 1 0 0 0 1 0 0 0 04:45 PM 2 0 2 0 0 0 0 0 4 1 0 0 9 0 0 0 0 0 0 0 0 05:00 PM 4 4 2 0 0 0 0 0 6 3 0 0 19 0 0 0 0 0 0 0 0 05:15 PM 2 0 2 0 2 0 0 0 7 1 0 0 14 0 0 0 0 0 0 0 0 05:30 PM 5 0 4 0 1 0 0 0 4 3 1 0 18 0 0 0 0 0 0 0 0 05:45 PM 6 2 2 1 1 0 0 0 2 3 0 0 17 0 0 0 0 0 0 0 0 0VOLUMES32 7 19 2 6 0 0 1 36 22 2 1 128 1 0 0 0 1 0 0 0 0APPROACH %55%12%33%25%75%0%0%3%97%88%8%4%APP/DEPART 58 /8 8 /65 37 /22 25 /33 0 BEGIN PEAK HRVOLUMES 17 6 10 1 4 0 0 0 19 10 1 0 68 0 0 0 0APPROACH %52%18%30%20%80%0%0%0%100%91%9%0%PEAK HR FACTOR 0.825 0.625 0.679 0.688 0.895 APP/DEPART 33 /6 5 /33 19 /11 11 /18 0
Oleander
NORTH SIDE
Boyle WEST SIDE EAST SIDE Boyle
SOUTH SIDE
Oleander
E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0
4:00 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 1 1 0 0 2 1 1 0 0 2 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 1 1 0 3 1 1 1 0 3 0 0 0 0 0
RTOR
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Fontana
OleanderBoyle
U-TURNS
Oleander Oleander Boyle Boyle
BICYCLE CROSSINGS
AM
PM
AM
7:15 AM
PM
5:00 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
3.1-83
13 0 11 2 TOTAL 12
8 0 6 2 PM 8
5 0 5 0 AM 4
8
25
33
48
33
15
0
1
1
0
2
2
TO
T
A
L
PM AM 8
22
30
0
0
0
AM PM
TO
T
A
L
1
1
0
51
36
15
10
22
32
52
37
15
28 AM 15 4 10 29
65 PM 32 7 19 58
93 TOTAL 47 11 29 87
6 0 5 1 TOTAL 8
5 0 4 1 PM 6
1 0 1 0 AM 2
5
11
16
29
18
11
0
0
0
0
1
1
TO
T
A
L
PM AM AM 7:15 AM
8:45 AM
5
10
15
0
0
0
#N/A
AM PM
TO
T
A
L
0
0
0
PM 5:00 PM
3:45 PM
28
19
9
5
11
16
28
19
9
15 AM 11 2 5 18
33 PM 17 6 10 33
48 Total 28 8 15 51
Oleander
AimTD LLC
TURNING MOVEMENT COUNTS
Oleander
Bo
y
l
e
Bo
y
l
e
Fontana
SC
ALL HOURS
Oleander
Oleander
Bo
y
l
e
Bo
y
l
e
PEAK HOUR
3.1-84
DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 2 TUESDAY EAST & WEST:Boyle CONTROL: STOP E/W
CLASS 2: NOTES:AM ▲2-AXLE PM N
WORK MD ◄ W E ►
VEHICLES/OTHER S
TRUCKS OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:010010010010 X X X X
7:00 AM 2 0 0 0 0 0 0 0 0 0 0 0 2 00000 00007:15 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 00000 00007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:45 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 00000 00008:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 00000 00008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES 2 0 1 0 0 0 0 0 1 1 0 0 5 0000 0 0000APPROACH % 67% 0% 33% 0% 0% 0% 0% 0% 100% 100% 0% 0%APP/DEPART 3 /0 0 /2 1 /1 1 /2 0 BEGIN PEAK HRVOLUMES 0 0 1 0 0 0 0 0 1 1 0 0 3 0000APPROACH % 0% 0% 100% 0% 0% 0% 0% 0% 100% 100% 0% 0%PEAK HR FACTOR 0.250 0.000 0.250 0.250 0.750 APP/DEPART 1 /0 0 /2 1 /1 1 /0 0 04:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 1 00000 00004:15 PM 0 0 1 0 0 0 0 0 0 2 0 0 3 00000 00004:30 PM 2 0 0 1 0 0 0 1 1 2 1 1 9 00000 00004:45 PM 0 0 1 0 0 0 0 0 0 0 0 0 1 00000 00005:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:30 PM 1 0 1 0 0 0 0 0 0 0 1 0 3 00000 00005:45 PM 1 0 0 0 0 0 0 0 0 0 0 0 1 00000 0000VOLUMES 4 0 3 1 0 0 0 1 1 5 2 1 18 0000 0 0000APPROACH % 57% 0% 43% 100% 0% 0% 0% 50% 50% 63% 25% 13%APP/DEPART 7 /1 1 /6 2 /5 8 /6 0 BEGIN PEAK HRVOLUMES 2 0 1 0 0 0 0 0 0 0 1 0 4 0000APPROACH % 67% 0% 33% 0% 0% 0% 0% 0% 0% 0% 100% 0%PEAK HR FACTOR 0.375 0.000 0.000 0.250 0.333 APP/DEPART 3 /0 0 /0 0 /1 1 /3 0
Oleander
NORTH SIDE
Boyle WEST SIDE EAST SIDE Boyle
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Boyle Boyle
AM
7:15 AM
PM
5:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-85
DATE:LOCATION:Fontana PROJECT #: SC
4/13/21 NORTH & SOUTH: Oleander LOCATION #: 2
TUESDAY EAST & WEST:Boyle CONTROL: STOP E/W
CLASS 3: NOTES:AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:0100 1 0010010 X X X X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00007:15 AM 0 0 0 0 0 0 0 0 0 1 0 0 1 0000 0 00007:30 AM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 00007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00008:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000VOLUMES 0 0 0 0 0 0 0 0 1 1 0 0 2 0000 0 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 100% 0% 0%APP/DEPART 0 /0 0 /2 1 /0 1 /0 0 BEGIN PEAK HRVOLUMES 0 0 0 0 0 0 0 0 1 1 0 0 2 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 100% 0% 0%PEAK HR FACTOR 0.000 0.000 0.250 0.250 0.500 APP/DEPART 0 /0 0 /2 1 /0 1 /0 0
04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
4:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000
4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000
4:45 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
VOLUMES 0 0 0 0 0 0 0 0 3 0 0 0 3 0000 0 0000
APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%
APP/DEPART 0 /0 0 /3 3 /0 0 /0 0
BEGIN PEAK HR
VOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0000APPROACH % 0%0%0%0% 0% 0%0%0%0%0%0%0%PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0
Oleander
NORTH SIDE
Boyle WEST SIDE EAST SIDE Boyle
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Boyle Boyle
AM
7:15 AM
PM
5:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-86
DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 2 TUESDAY EAST & WEST:Boyle CONTROL: STOP E/W
CLASS 4:NOTES:AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►
TRUCKS OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:010010010010 X X X X
7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00007:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00008:45 AM 0 1 1 0 0 0 0 0 0 0 0 0 2 00000 0000VOLUMES 0 1 1 0 0 0 0 0 0 0 0 0 2 0000 0 0000APPROACH % 0% 50% 50% 0% 0% 0% 0% 0% 0% 0% 0% 0%APP/DEPART 2 /1 0 /0 0 /1 0 /0 0 BEGIN PEAK HRVOLUMES 0 0 0 0 0 0 0 0 0 0 0 0 0 0000APPROACH % 0%0%0%0%0%0%0%0%0%0%0%0%PEAK HR FACTOR 0.000 0.000 0.000 0.000 0.000 APP/DEPART 0 /0 0 /0 0 /0 0 /0 0 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:15 PM 0 0 0 0 0 0 0 0 1 0 0 0 1 00000 00005:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00005:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES 0 0 0 0 0 0 0 0 1 0 0 0 1 0000 0 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%APP/DEPART 0 /0 0 /1 1 /0 0 /0 0 BEGIN PEAK HRVOLUMES 0 0 0 0 0 0 0 0 1 0 0 0 1 0000APPROACH % 0% 0% 0% 0% 0% 0% 0% 0% 100% 0% 0% 0%PEAK HR FACTOR 0.000 0.000 0.250 0.000 0.250
APP/DEPART 0 /0 0 /1 1 /0 0 /0 0
Oleander
NORTH SIDE
Boyle WEST SIDE EAST SIDE Boyle
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Boyle Boyle
AM
7:15 AM
PM
5:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-87
T816
DATE:LOCATION:PROJECT #:SC1715Tue, May 8, 18 NORTH & SOUTH:LOCATION #:14 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 35 1 101 0 33 4 2 51 59 110 129 32 557 0 0 0 0 0 44 0 22 77:15 AM 30 2 121 2 66 8 6 59 82 114 167 72 729 0 0 0 0 0 52 1 14 227:30 AM 16 0 70 6 6 6 2 67 28 36 152 5 394 0 0 0 0 0 35 2 6 17:45 AM 9 0 12 2 2 7 1 70 33 19 150 8 313 0 0 0 0 0 3 6 4 38:00 AM 7 0 7 8 0 7 2 64 18 17 76 2 208 0 0 0 0 0 5 3 2 08:15 AM 12 0 12 3 1 5 3 48 20 17 79 3 203 0 0 0 0 0 3 5 3 28:30 AM 1 1 16 2 2 4 4 48 18 20 80 2 198 0 0 0 0 0 9 2 2 08:45 AM 4 2 9 2 0 4 5 79 15 12 45 6 183 0 0 0 0 0 5 2 2 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VOLUMES114 6 348 25 110 45 25 486 273 345 878 130 2,785 0 0 0 0 0 156 21 55 35APPROACH %24%1%74%14%61%25%3%62%35%25%65%10%APP/DEPART 468 /161 180 /728 784 /859 1,353 /1,037 0 BEGIN PEAK HRVOLUMES 90 3 304 10 107 25 11 247 202 279 598 117 1,993 134 9 46 33APPROACH %23%1%77%7%75%18%2%54%44%28%60%12%PEAK HR FACTOR 0.649 0.467 0.782 0.704 0.683 APP/DEPART 397 /131 142 /588 460 /561 994 /713 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 3 0 26 6 0 5 2 248 17 18 79 5 409 0 0 0 0 0 8 4 1 04:15 PM 8 1 16 7 1 2 4 242 14 10 83 2 390 0 0 0 0 0 5 1 5 14:30 PM 8 1 11 7 2 1 9 232 21 5 78 3 378 0 0 0 0 0 5 0 3 04:45 PM 5 0 8 4 1 7 3 208 18 11 61 1 327 0 0 0 0 0 3 6 5 05:00 PM 13 1 13 5 1 2 7 261 19 16 67 6 411 0 0 0 0 0 4 0 4 15:15 PM 5 1 14 3 0 2 8 246 25 18 70 6 398 0 0 1 0 1 8 2 7 05:30 PM 16 1 25 6 0 3 4 199 23 18 74 4 373 0 0 0 0 0 11 1 9 15:45 PM 8 1 9 2 0 1 6 154 18 23 81 4 307 0 0 0 0 0 5 0 3 1VOLUMES66 6 122 40 5 23 43 1,790 155 119 593 31 2,993 0 0 1 0 1 49 14 37 4APPROACH %34%3%63%59%7%34%2%90%8%16%80%4%APP/DEPART 194 /79 68 /279 1,988 /1,952 743 /683 0 BEGIN PEAK HRVOLUMES 31 3 46 19 4 12 27 947 83 50 276 16 1,514 20 8 19 1APPROACH %39%4%58%54%11%34%3%90%8%15%81%5%PEAK HR FACTOR 0.741 0.729 0.921 0.910 0.921 APP/DEPART 80 /45 35 /137 1,057 /1,012 342 /320 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 0 20 4 6 30 0 20 3 6 29 0 0 1 0 1 7:15 AM 0 16 5 5 26 0 16 4 4 24 0 0 1 1 2 7:30 AM 0 0 2 0 2 0 0 1 0 1 0 0 1 0 1
7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 2 1 2 0 5 2 1 2 0 5 0 0 0 0 0 8:15 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0 8:30 AM 0 2 1 1 4 0 2 1 1 4 0 0 0 0 0 8:45 AM 2 0 0 0 2 2 0 0 0 2 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 40 15 12 71 4 40 12 11 67 0 0 3 1 4 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 5:00 PM 2 1 0 0 3 2 1 0 0 3 0 0 0 0 0 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 3 1 2 1 7 3 1 2 0 6 0 0 0 1 1
RTOR
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Fontana
OleanderSlover
U-TURNS
Oleander Oleander Slover Slover
BICYCLE CROSSINGS
AM
PM
AM
7:00 AM
PM
4:30 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
3.1-88
248 68 115 65 TOTAL 240
68 23 5 40 PM 79
180 45 110 25 AM 161
1,
3
5
3
74
3
2,
0
9
6
1,
7
2
0
68
3
1,
0
3
7
13
0
31
16
1
87
8
59
3
1,
4
7
1
TO
T
A
L
PM AM
34
5
11
9
46
4
68
43
25
AM PM
TO
T
A
L
2,
2
7
6
1,
7
9
0
48
6
42
8
15
5
27
3
85
9
1,
9
5
2
2,
8
1
1
2,
7
7
2
1,
9
8
8
78
4
728 AM 114 6 348 468
279 PM 66 6 122 194
1,007 TOTAL 180 12 470 662
177 37 111 29 TOTAL 176
35 12 4 19 PM 45
142 25 107 10 AM 131
99
4
34
2
1,
3
3
6
1,
0
3
3
32
0
71
3
11
7
16
13
3
59
8
27
6
87
4
TO
T
A
L
PM AM AM 7:00 AM
8:45 AM
27
9
50
32
9
38
27
11
#N/A
AM PM
TO
T
A
L
1,
1
9
4
94
7
24
7
PM 4:30 PM
3:45 PM
28
5
83
20
2
56
1
1,
0
1
2
1,
5
7
3
1,
5
1
7
1,
0
5
7
46
0
588 AM 90 3 304 397
137 PM 31 3 46 80
725 Total 121 6 350 477
Oleander
AimTD LLC
TURNING MOVEMENT COUNTS
Oleander
Sl
o
v
e
r
Sl
o
v
e
r
Fontana
SC1715
ALL HOURS
Oleander
Oleander
Sl
o
v
e
r
Sl
o
v
e
r
PEAK HOUR
3.1-89
DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Oleander LOCATION #: 14 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 2: NOTES:AM ▲2-AXLE PM N
WORK MD ◄ W E ►
VEHICLES/OTHER S
TRUCKS OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000
7:00 AM 0 0 0 0 0 0 0 2 1 0 8 0 11 00000 00007:15 AM 0 0 0 1 0 0 2 6 3 0 3 2 17 00000 00217:30 AM 0 0 1 0 1 0 0 10 3 0 7 0 22 00000 00007:45 AM 1 0 1 0 0 1 0 5 1 0 7 0 16 00000 11008:00 AM 0 0 2 1 0 1 0 5 1 0 4 0 14 00000 11008:15 AM 1 0 2 0 0 0 0 3 1 0 6 0 13 00000 10008:30 AM 0 1 1 0 1 0 0 6 3 1 9 0 22 00000 10008:45 AM 0 0 1 0 0 0 1 9 3 0 6 1 21 00000 00109:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES2 1 8 2 2 2 3 46 16 1 50 3 136 0000 0 4231APPROACH % 18% 9% 73% 33% 33% 33% 5% 71% 25% 2% 93% 6%APP/DEPART 11 /7 6 /19 65 /56 54 /54 0 BEGIN PEAK HRVOLUMES 1 1 6 1 1 1 1 23 8 1 25 1 70 3110APPROACH % 13% 13% 75% 33% 33% 33% 3% 72% 25% 4% 93% 4%PEAK HR FACTOR 0.667 0.375 0.615 0.675 0.795 APP/DEPART 8 /3 3 /10 32 /30 27 /27 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 0 0 1 0 0 0 11 0 0 3 0 15 00000 00004:15 PM 0 0 0 0 0 0 0 14 0 0 3 0 17 00000 00004:30 PM 1 0 2 1 0 0 0 10 0 0 4 0 18 00000 00004:45 PM 0 0 0 0 0 0 0 14 2 0 1 0 17 00000 00005:00 PM 0 0 0 0 0 0 1 11 0 0 5 1 18 00000 00005:15 PM 0 0 1 0 0 1 2 8 3 0 3 0 18 00000 01105:30 PM 0 0 0 0 0 0 0 7 1 2 1 0 11 00000 00005:45 PM 2 0 1 0 0 0 1 6 1 0 1 0 12 00000 1000VOLUMES3 0 4 2 0 1 4 81 7 2 21 1 126 0000 0 1110APPROACH % 43% 0% 57% 67% 0% 33% 4% 88% 8% 8% 88% 4%APP/DEPART 7 /5 3 /9 92 /87 24 /25 0 BEGIN PEAK HR
VOLUMES 1 0 3 1 0 1 3 43 5 0 13 1 71 0110
APPROACH % 25% 0% 75% 50% 0% 50% 6% 84% 10% 0% 93% 7%
PEAK HR FACTOR 0.333 0.500 0.797 0.583 0.986
APP/DEPART 4 /4 2 /5 51 /47 14 /15 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Slover Slover
AM
8:00 AM
PM
4:30 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-90
DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Oleander LOCATION #: 14 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 3: NOTES:AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1101 1 0120120 0000
7:00 AM 0 0 0 0 0 0 0 1 1 0 1 0 3 0000 0 00007:15 AM 1 0 0 0 0 0 1 1 0 0 2 0 5 0000 0 00007:30 AM 0 0 0 0 0 0 0 2 1 0 1 0 4 0000 0 00007:45 AM 0 0 0 0 0 0 0 2 0 0 3 1 6 0000 0 00008:00 AM 0 0 0 0 0 0 0 2 0 0 0 0 2 0000 0 00008:15 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0000 0 00008:30 AM 0 0 0 0 0 0 0 2 1 0 1 0 4 0000 0 00108:45 AM 0 0 0 0 0 0 0 3 0 0 0 0 3 0000 0 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000VOLUMES 2 0 0 0 0 0 1 13 3 0 8 1 28 0000 0 0010APPROACH % 100% 0% 0% 0% 0% 0% 6% 76% 18% 0% 89% 11%APP/DEPART 2 /2 0 /3 17 /13 9 /10 0 BEGIN PEAK HRVOLUMES 1 0 0 0 0 0 1 6 2 0 7 1 18 0000APPROACH % 100% 0% 0% 0% 0% 0% 11% 67% 22% 0% 88% 13%PEAK HR FACTOR 0.250 0.000 0.750 0.500 0.750 APP/DEPART 1 /2 0 /2 9 /6 8 /8 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
4:00 PM 0 0 0 0 0 1 0 5 1 0 1 0 8 0000 0 0000
4:15 PM 0 0 0 0 0 0 0 5 1 1 2 0 9 0000 0 0000
4:30 PM 0 0 0 0 0 0 0 3 0 0 3 0 6 0000 0 0000
4:45 PM 0 0 0 0 1 0 0 0 0 0 1 1 3 0000 0 0000
5:00 PM 0 0 0 0 0 0 2 2 0 0 1 0 5 0000 0 0000
5:15 PM 0 0 0 0 0 0 0 4 0 0 0 0 4 0000 0 0000
5:30 PM 0 0 0 0 0 1 1 0 0 0 0 0 2 0000 0 0000
5:45 PM 0 0 0 1 0 0 0 5 0 0 1 0 7 0000 0 0000VOLUMES 0 0 0 1 1 2 3 24 2 1 9 1 44 0000 0 0000APPROACH % 0% 0% 0% 25% 25% 50% 10% 83% 7% 9% 82% 9%APP/DEPART 0 /4 4 /4 29 /25 11 /11 0 BEGIN PEAK HRVOLUMES 0 0 0 0 1 1 0 13 2 1 7 1 26 0000APPROACH % 0% 0% 0% 0% 50% 50% 0% 87% 13% 11% 78% 11%PEAK HR FACTOR 0.000 0.500 0.625 0.750 0.722 APP/DEPART 0 /1 2 /4 15 /13 9 /8 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Slover Slover
AM
7:00 AM
PM
4:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-91
DATE:LOCATION:Fontana PROJECT #: SC1715
5/8/18 NORTH & SOUTH: Oleander LOCATION #: 14
TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 4:NOTES:AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►
TRUCKS OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000
7:00 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 00000 00007:15 AM 1 0 0 0 0 1 0 1 0 0 3 0 6 00000 00007:30 AM 0 0 0 1 0 2 0 1 2 0 1 0 7 00000 00107:45 AM 1 0 0 0 0 2 0 2 0 0 3 0 8 00000 01008:00 AM 0 0 0 2 0 1 0 3 2 0 4 0 12 00000 01008:15 AM 0 0 0 0 0 1 0 4 1 0 1 0 7 00000 01008:30 AM 0 0 0 0 0 0 0 1 1 0 5 0 7 00000 00008:45 AM 0 0 0 0 0 0 2 3 0 0 4 0 9 00000 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES 2 0 0 3 0 7 2 18 6 0 22 0 60 0000 0 0310APPROACH % 100% 0% 0% 30% 0% 70% 8% 69% 23% 0% 100% 0%APP/DEPART 2 /2 10 /6 26 /21 22 /31 0 BEGIN PEAK HRVOLUMES 0 0 0 2 0 2 2 11 4 0 14 0 35 0200APPROACH % 0% 0% 0% 50% 0% 50% 12% 65% 24% 0% 100% 0%PEAK HR FACTOR 0.000 0.333 0.850 0.700 0.729 APP/DEPART 0 /2 4 /4 17 /13 14 /16 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 0 0 0 0 0 1 15 3 0 9 0 28 00000 00004:15 PM 0 0 2 1 0 1 0 5 0 0 4 0 13 00000 00004:30 PM 0 0 0 0 0 0 2 9 2 0 6 0 19 00000 00004:45 PM 0 0 0 0 0 0 1 10 2 0 2 0 15 00000 00005:00 PM 0 0 0 0 0 0 2 8 0 0 7 0 17 00000 00005:15 PM 0 0 0 0 0 0 0 6 1 0 2 1 10 00000 00005:30 PM 0 0 0 0 0 0 1 9 1 0 1 0 12 00000 00005:45 PM 0 0 0 0 0 1 0 3 0 0 4 0 8 00000 0000VOLUMES0 0 2 1 0 2 7 65 9 0 35 1 122 0000 0 0000APPROACH % 0% 0% 100% 33% 0% 67% 9% 80% 11% 0% 97% 3%APP/DEPART 2 /8 3 /9 81 /68 36 /37 0
BEGIN PEAK HR
VOLUMES 0 0 2 1 0 1 4 39 7 0 21 0 75 0000
APPROACH % 0% 0% 100% 50% 0% 50% 8% 78% 14% 0% 100% 0%
PEAK HR FACTOR 0.250 0.250 0.658 0.583 0.670
APP/DEPART 2 /4 2 /7 50 /42 21 /22 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Slover Slover
AM
8:00 AM
PM
4:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-92
T42321
DATE:LOCATION:PROJECT #:SCTue, Apr 13, 21 NORTH & SOUTH:LOCATION #:3 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1 1 0 1 1 0 1 2 0 1 2 0 0 0 0 0 0 0 0 0
7:00 AM 6 0 9 0 0 1 2 30 17 7 52 1 125 0 0 0 0 0 5 0 0 07:15 AM 5 0 4 3 0 1 2 26 9 10 69 0 129 0 0 0 0 0 3 1 0 07:30 AM 5 0 6 3 0 4 2 47 7 5 91 1 171 0 0 0 0 0 5 1 1 17:45 AM 2 1 5 1 0 2 2 48 16 6 119 4 206 0 0 0 0 0 4 2 4 08:00 AM 4 0 5 2 1 1 2 52 5 7 65 5 149 0 0 0 0 0 5 1 0 08:15 AM 1 2 0 1 1 2 0 45 9 4 61 3 129 0 0 0 0 0 0 2 0 08:30 AM 3 1 3 1 0 4 4 57 5 4 65 2 149 0 0 1 0 1 2 4 0 08:45 AM 3 0 3 2 0 3 2 47 3 5 62 3 133 0 0 0 0 0 2 3 1 0VOLUMES29 4 35 13 2 18 16 352 71 48 584 19 1,191 0 0 1 0 1 26 14 6 1APPROACH %43%6%51%39%6%55%4%80%16%7%90%3%APP/DEPART 68 /38 33 /121 439 /400 651 /632 0 BEGIN PEAK HRVOLUMES 16 1 20 9 1 8 8 173 37 28 344 10 655 17 5 5 1APPROACH %43%3%54%50%6%44%4%79%17%7%90%3%PEAK HR FACTOR 0.841 0.643 0.826 0.740 0.795 APP/DEPART 37 /19 18 /66 218 /202 382 /368 0 04:00 PM 13 0 6 3 0 5 3 194 4 5 85 3 321 0 0 1 0 1 4 5 0 04:15 PM 10 2 5 3 0 2 4 207 2 13 72 3 323 0 0 0 0 0 2 1 0 14:30 PM 13 0 10 2 2 7 5 222 4 8 80 5 358 0 0 1 0 1 6 4 2 24:45 PM 6 2 7 1 2 5 2 201 4 6 65 2 303 0 0 0 0 0 4 4 2 05:00 PM 15 1 21 7 1 6 7 215 4 12 87 6 382 0 0 0 0 0 9 5 2 15:15 PM 14 1 32 5 0 11 5 184 16 6 52 2 328 0 1 0 0 1 16 9 4 15:30 PM 23 2 25 5 4 1 6 186 9 15 77 2 355 0 0 0 0 0 13 1 3 15:45 PM 14 3 16 5 0 3 2 111 8 9 55 8 234 0 0 0 0 0 7 2 4 0VOLUMES108 11 122 31 9 40 34 1,520 51 74 573 31 2,604 0 1 2 0 3 61 31 17 6APPROACH %45%5%51%39%11%50%2%95%3%11%85%5%APP/DEPART 241 /75 80 /134 1,605 /1,672 678 /723 0 BEGIN PEAK HRVOLUMES 48 4 70 15 5 29 19 822 28 32 284 15 1,371 35 22 10 4APPROACH %39%3%57%31%10%59%2%95%3%10%86%5%PEAK HR FACTOR 0.649 0.766 0.940 0.788 0.897 APP/DEPART 122 /38 49 /65 869 /906 331 /362 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 2 0 3 1 0 0 0 1 0 0 2 0 2 8:15 AM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTAL 1 0 4 1 6 1 0 2 0 3 0 0 2 1 3
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 4:30 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 3 3 0 0 0 3 3 0 0 0 0 0 5:15 PM 0 0 1 1 2 0 0 1 0 1 0 0 0 1 1
5:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1
5:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 1 1 2
TOTAL 0 0 5 6 11 0 0 2 3 5 0 0 3 3 6
RTOR
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Fontana
OleanderSlover
U-TURNS
Oleander Oleander Slover Slover
BICYCLE CROSSINGS
AM
PM
AM
7:15 AM
PM
4:30 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
3.1-93
113 58 11 44 TOTAL 113
80 40 9 31 PM 75
33 18 2 13 AM 38
65
1
67
8
1,
3
2
9
1,
3
5
5
72
3
63
2
19
31
50
58
4
57
3
1,
1
5
7
TO
T
A
L
PM AM 48
74
12
2
50
34
16
AM PM
TO
T
A
L
1,
8
7
2
1,
5
2
0
35
2
12
2
51
71
40
0
1,
6
7
2
2,
0
7
2
2,
0
4
4
1,
6
0
5
43
9
121 AM 29 4 35 68
134 PM 108 11 122 241
255 TOTAL 137 15 157 309
67 37 6 24 TOTAL 57
49 29 5 15 PM 38
18 8 1 9 AM 19
38
2
33
1
71
3
73
0
36
2
36
8
10
15
25
34
4
28
4
62
8
TO
T
A
L
PM AM AM 7:15 AM
8:45 AM
28
32
60
27
19
8
#N/A
AM PM
TO
T
A
L
99
5
82
2
17
3
PM 4:30 PM
3:45 PM
65
28
37
20
2
90
6
1,
1
0
8
1,
0
8
7
86
9
21
8
66 AM 16 1 20 37
65 PM 48 4 70 122
131 Total 64 5 90 159
Oleander
AimTD LLC
TURNING MOVEMENT COUNTS
Oleander
Sl
o
v
e
r
Sl
o
v
e
r
Fontana
SC
ALL HOURS
Oleander
Oleander
Sl
o
v
e
r
Sl
o
v
e
r
PEAK HOUR
3.1-94
DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 3 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 2: NOTES:AM ▲2-AXLE PM N
WORK MD ◄ W E ►
VEHICLES/OTHER S
TRUCKS OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000
7:00 AM 0 0 1 0 0 0 2 3 0 0 4 0 10 00000 00007:15 AM 1 0 1 1 0 0 0 3 0 0 6 0 12 00000 00007:30 AM 0 0 1 0 0 0 0 5 0 0 8 0 14 00000 10007:45 AM 0 0 0 0 0 0 0 10 0 0 6 1 17 00000 00008:00 AM 0 0 1 0 1 0 0 7 0 0 9 0 18 00000 10008:15 AM 0 1 0 0 0 0 0 5 1 0 3 0 10 00000 00008:30 AM 0 0 0 0 0 1 0 10 0 0 7 0 18 00000 01008:45 AM 1 0 0 0 0 0 1 4 0 0 12 0 18 00000 0000VOLUMES2 1 4 1 1 1 3 47 1 0 55 1 117 0000 0 2100APPROACH % 29% 14% 57% 33% 33% 33% 6% 92% 2% 0% 98% 2%APP/DEPART 7 /5 3 /2 51 /52 56 /58 0 BEGIN PEAK HRVOLUMES 1 0 3 1 1 0 0 25 0 0 29 1 61 2000APPROACH % 25% 0% 75% 50% 50% 0% 0% 100% 0% 0% 97% 3%PEAK HR FACTOR 0.500 0.500 0.625 0.833 0.847 APP/DEPART 4 /1 2 /1 25 /29 30 /30 0 04:00 PM 1 0 0 0 0 1 0 17 0 0 4 0 23 00000 01004:15 PM 1 1 0 1 0 0 1 7 0 0 6 0 17 00000 00004:30 PM 1 0 0 0 1 1 1 18 0 0 4 2 28 00000 01004:45 PM 0 1 0 0 1 0 0 1 1 0 5 0 9 00000 00005:00 PM 1 0 1 2 0 1 0 14 0 0 6 0 25 00000 01005:15 PM 0 0 0 0 0 0 0 8 1 1 3 0 13 00000 00005:30 PM 0 0 0 0 0 1 2 12 0 0 2 0 17 00000 01005:45 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 00000 0000VOLUMES4 2 1 3 2 4 4 79 2 1 31 2 135 0000 0 0400APPROACH % 57% 29% 14% 33% 22% 44% 5% 93% 2% 3% 91% 6%APP/DEPART 7 /8 9 /5 85 /83 34 /39 0 BEGIN PEAK HRVOLUMES 2 1 1 2 2 2 1 41 2 1 18 2 75 0200APPROACH % 50% 25% 25% 33% 33% 33% 2% 93% 5% 5% 86% 10%PEAK HR FACTOR 0.500 0.500 0.579 0.875 0.670 APP/DEPART 4 /4 6 /5 44 /44 21 /22 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Slover Slover
AM
7:15 AM
PM
4:30 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-95
DATE:LOCATION:Fontana PROJECT #: SC
4/13/21 NORTH & SOUTH: Oleander LOCATION #: 3
TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 3: NOTES:AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1101 1 0120120 0000
7:00 AM 0 0 0 0 0 0 0 2 0 0 4 0 6 0000 0 00007:15 AM 0 0 0 1 0 0 0 2 0 0 1 0 4 0000 0 00007:30 AM 0 0 1 0 0 1 0 0 0 0 1 0 3 0000 0 10007:45 AM 0 0 0 0 0 0 0 2 1 0 1 0 4 0000 0 00008:00 AM 0 0 0 0 0 0 0 1 0 0 4 0 5 0000 0 00008:15 AM 0 0 0 0 0 0 0 3 0 0 1 0 4 0000 0 00008:30 AM 0 0 0 0 0 0 0 5 0 0 3 0 8 0000 0 00008:45 AM 0 0 0 0 0 0 0 0 1 0 2 0 3 0000 0 0000VOLUMES0 0 1 1 0 1 0 15 2 0 17 0 37 0000 0 1000APPROACH % 0% 0% 100% 50% 0% 50% 0% 88% 12% 0% 100% 0%APP/DEPART 1 /0 2 /2 17 /17 17 /18 0 BEGIN PEAK HRVOLUMES 0 0 1 1 0 1 0 5 1 0 7 0 16 1000APPROACH % 0% 0% 100% 50% 0% 50% 0% 83% 17% 0% 100% 0%PEAK HR FACTOR 0.250 0.500 0.500 0.438 0.800 APP/DEPART 1 /0 2 /1 6 /7 7 /8 0
04:00 PM 0 0 0 0 0 0 0 4 0 0 3 0 7 0000 0 0000
4:15 PM 0 0 0 0 0 1 0 5 0 0 1 0 7 0000 0 0000
4:30 PM 0 0 0 1 0 0 0 6 0 0 3 0 10 0000 0 0000
4:45 PM 0 0 0 0 0 1 0 4 0 0 1 0 6 0000 0 0000
5:00 PM 0 0 0 0 0 0 1 3 0 0 2 0 6 0000 0 0000
5:15 PM 0 0 1 0 0 0 0 2 0 0 3 0 6 0000 0 0000
5:30 PM 0 0 0 0 0 0 0 2 0 0 3 0 5 0000 0 0000
5:45 PM 0 0 0 0 0 0 0 3 0 0 0 0 3 0000 0 0000
VOLUMES 0 0 1 1 0 2 1 29 0 0 16 0 50 0000 0 0000
APPROACH % 0% 0% 100% 33% 0% 67% 3% 97% 0% 0% 100% 0%
APP/DEPART 1 /1 3 /0 30 /31 16 /18 0
BEGIN PEAK HR
VOLUMES 0 0 1 1 0 1 1 15 0 0 9 0 28 0000APPROACH % 0% 0% 100% 50% 0% 50% 6% 94% 0% 0% 100% 0%PEAK HR FACTOR 0.250 0.500 0.667 0.750 0.700 APP/DEPART 1 /1 2 /0 16 /17 9 /10 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Slover Slover
AM
7:15 AM
PM
4:30 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-96
DATE:LOCATION:Fontana PROJECT #: SC4/13/21 NORTH & SOUTH: Oleander LOCATION #: 3 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 4:NOTES:AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►
TRUCKS OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:110110120120 0000
7:00 AM 1 0 0 0 0 0 0 2 1 0 3 0 7 00000 00007:15 AM 2 0 0 0 0 0 0 2 0 0 3 0 7 00000 00007:30 AM 1 0 1 0 0 0 0 9 0 0 6 0 17 00000 00007:45 AM 0 0 0 0 0 0 0 4 0 1 18 0 23 00000 00008:00 AM 0 0 0 0 0 0 0 4 0 0 7 0 11 00000 00008:15 AM 0 0 0 0 0 0 0 4 1 0 16 0 21 00000 00008:30 AM 0 0 0 0 0 0 0 4 0 0 12 0 16 00000 00008:45 AM 0 0 0 0 0 0 0 2 0 0 10 2 14 00000 0000VOLUMES4 0 1 0 0 0 0 31 2 1 75 2 116 0000 0 0000APPROACH % 80% 0% 20% 0% 0% 0% 0% 94% 6% 1% 96% 3%APP/DEPART 5 /2 0 /3 33 /32 78 /79 0 BEGIN PEAK HRVOLUMES 3 0 1 0 0 0 0 19 0 1 34 0 58 0000APPROACH % 75% 0% 25% 0% 0% 0% 0% 100% 0% 3% 97% 0%PEAK HR FACTOR 0.500 0.000 0.528 0.461 0.630 APP/DEPART 4 /0 0 /1 19 /20 35 /37 0 04:00 PM 0 0 0 0 0 0 0 15 0 0 7 0 22 00000 00004:15 PM 0 0 0 0 0 0 0 15 0 1 1 0 17 00000 00004:30 PM 0 0 1 0 0 0 0 5 0 0 3 0 9 00000 10004:45 PM 0 0 0 0 0 0 0 12 0 1 6 0 19 00000 00005:00 PM 0 0 1 0 0 0 0 12 0 0 4 0 17 00000 00005:15 PM 1 0 0 0 0 1 0 11 1 0 1 0 15 00000 00005:30 PM 0 0 0 0 0 0 0 13 0 1 12 0 26 00000 00005:45 PM 0 0 1 0 0 0 0 8 0 0 4 0 13 00000 0000VOLUMES1 0 3 0 0 1 0 91 1 3 38 0 138 0000 0 1000APPROACH % 25% 0% 75% 0% 0% 100% 0% 99% 1% 7% 93% 0%APP/DEPART 4 /0 1 /4 92 /94 41 /40 0 BEGIN PEAK HRVOLUMES 1 0 2 0 0 1 0 40 1 1 14 0 60 1000APPROACH % 33% 0% 67% 0% 0% 100% 0% 98% 2% 7% 93% 0%PEAK HR FACTOR 0.750 0.250 0.854 0.536 0.789
APP/DEPART 3 /0 1 /2 41 /42 15 /16 0
Oleander
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Oleander
RTORU-TURNS
Oleander Oleander Slover Slover
AM
7:15 AM
PM
4:30 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-97
T816
DATE:LOCATION:PROJECT #:SC1715Tue, May 8, 18 NORTH & SOUTH:LOCATION #:15 EAST & WEST:CONTROL:SIGNAL
NOTES:AM ▲
PM N
MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1 2 0 2 1 1 2 2 0 1 2 1 0 0 0 0 0 0 0 0
7:00 AM 9 57 13 26 72 150 69 57 11 11 125 28 628 0 0 0 0 0 6 41 6 47:15 AM 9 72 14 44 111 173 89 88 9 8 162 47 826 0 0 0 0 0 3 50 1 127:30 AM 16 85 14 36 80 72 60 67 9 8 93 30 570 0 0 0 0 0 1 18 1 97:45 AM 13 68 12 30 58 70 27 60 4 5 101 37 485 0 0 0 0 0 4 27 1 138:00 AM 7 60 10 29 41 30 17 62 5 3 60 29 353 0 0 0 0 0 1 19 0 118:15 AM 12 55 8 25 46 44 20 31 5 3 49 27 325 0 0 0 0 0 0 21 0 78:30 AM 6 64 12 22 39 27 21 40 9 4 58 24 326 0 0 0 0 0 6 14 3 158:45 AM 8 54 6 33 45 27 17 69 7 9 24 20 319 0 0 0 0 0 0 15 5 79:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0VOLUMES80 515 89 245 492 593 320 474 59 51 672 242 3,832 0 0 0 0 0 21 205 17 78APPROACH %12%75%13%18%37%45%38%56%7%5%70%25%APP/DEPART 684 /1,077 1,330 /602 853 /808 965 /1,345 0 BEGIN PEAK HRVOLUMES 47 282 53 136 321 465 245 272 33 32 481 142 2,509 14 136 9 38APPROACH %12%74%14%15%35%50%45%49%6%5%73%22%PEAK HR FACTOR 0.830 0.703 0.739 0.755 0.759 APP/DEPART 382 /669 922 /386 550 /461 655 /993 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 3 145 4 56 45 20 73 160 11 2 60 83 662 0 0 0 0 0 0 14 3 234:15 PM 10 104 5 49 54 18 92 180 12 5 70 70 669 0 0 0 0 0 1 3 1 214:30 PM 4 108 6 53 60 24 67 172 9 7 64 57 631 0 0 0 0 0 0 12 3 154:45 PM 5 122 3 53 52 22 61 143 14 5 50 64 594 0 0 0 0 0 1 8 2 105:00 PM 8 102 3 53 67 29 81 181 14 3 50 71 662 0 0 0 0 0 1 8 3 195:15 PM 5 111 10 61 69 27 73 170 16 8 60 58 668 0 0 0 0 0 0 3 3 215:30 PM 5 114 11 64 57 32 65 163 11 8 57 52 639 0 0 0 0 0 1 17 2 115:45 PM 7 84 15 57 56 36 42 126 12 5 61 51 552 0 0 0 0 0 2 11 2 20VOLUMES47 890 57 446 460 208 554 1,295 99 43 472 506 5,077 0 0 0 0 0 6 76 19 140APPROACH %5%90%6%40%41%19%28%66%5%4%46%50%APP/DEPART 994 /1,950 1,114 /602 1,948 /1,798 1,021 /727 0 BEGIN PEAK HRVOLUMES 23 449 27 231 245 110 280 657 55 24 217 245 2,563 3 36 10 61APPROACH %5%90%5%39%42%19%28%66%6%5%45%50%PEAK HR FACTOR 0.960 0.933 0.899 0.964 0.959 APP/DEPART 499 /974 586 /324 992 /915 486 /350 0
Cypress
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Cypress
E SIDE W SIDE S SIDE N SIDE TOTAL E SIDE W SIDE S SIDE N SIDE TOTAL ES WS SS NS TOTAL7:00 AM 1 5 1 1 8 1 3 1 1 6 0 2 0 0 2 7:15 AM 2 5 4 0 11 1 5 3 0 9 1 0 1 0 2 7:30 AM 1 1 2 1 5 1 1 1 1 4 0 0 1 0 1
7:45 AM 0 1 1 0 2 0 1 1 0 2 0 0 0 0 0 8:00 AM 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 8:15 AM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 8:30 AM 0 0 3 0 3 0 0 3 0 3 0 0 0 0 0 8:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 4 14 12 3 33 3 10 6 2 28 1 2 2 0 5 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0
4:15 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 5:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 5:15 PM 0 0 0 1 1 0 0 0 1 1 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 1 1 0 2 0 0 1 0 1 0 1 0 0 1
TOTAL 0 5 1 2 8 0 2 0 1 6 0 0 0 0 2
RTOR
INTERSECTION TURNING MOVEMENT COUNTSPREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
Fontana
CypressSlover
U-TURNS
Cypress Cypress Slover Slover
BICYCLE CROSSINGS
AM
PM
AM
7:00 AM
PM
4:45 PM
ALL PED AND BIKE PEDESTRIAN CROSSINGS
Add U-Turns to Left Turns
3.1-98
2,444 801 952 691 TOTAL 3,027
1,114 208 460 446 PM 1,950
1,330 593 492 245 AM 1,077
96
5
1,
0
2
1
1,
9
8
6
2,
0
7
2
72
7
1,
3
4
5
24
2
50
6
74
8
67
2
47
2
1,
1
4
4
TO
T
A
L
PM AM 51
43
94
87
4
55
4
32
0
AM PM
TO
T
A
L
1,
7
6
9
1,
2
9
5
47
4
15
8
99
59
80
8
1,
7
9
8
2,
6
0
6
2,
8
0
1
1,
9
4
8
85
3
602 AM 80 515 89 684
602 PM 47 890 57 994
1,204 TOTAL 127 1,405 146 1,678
1,508 575 566 367 TOTAL 1,643
586 110 245 231 PM 974
922 465 321 136 AM 669
65
5
48
6
1,
1
4
1
1,
3
4
3
35
0
99
3
14
2
24
5
38
7
48
1
21
7
69
8
TO
T
A
L
PM AM AM 7:00 AM
8:45 AM
32
24
56
52
5
28
0
24
5
#N/A
AM PM
TO
T
A
L
92
9
65
7
27
2
PM 4:45 PM
3:45 PM
88
55
33
46
1
91
5
1,
3
7
6
1,
5
4
2
99
2
55
0
386 AM 47 282 53 382
324 PM 23 449 27 499
710 Total 70 731 80 881
Cypress
AimTD LLC
TURNING MOVEMENT COUNTS
Cypress
Sl
o
v
e
r
Sl
o
v
e
r
Fontana
SC1715
ALL HOURS
Cypress
Cypress
Sl
o
v
e
r
Sl
o
v
e
r
PEAK HOUR
3.1-99
DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Cypress LOCATION #: 15 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 2: NOTES:AM ▲2-AXLE PM N
WORK MD ◄ W E ►
VEHICLES/OTHER S
TRUCKS OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:120211220121 0000
7:00 AM 1 2 0 1 3 0 0 2 0 1 6 0 16 00000 00007:15 AM 1 1 0 4 0 0 1 7 0 0 4 2 20 00000 00007:30 AM 0 3 1 0 2 1 2 4 1 2 5 1 22 00000 01017:45 AM 1 2 1 0 5 0 3 4 0 0 5 2 23 00000 10018:00 AM 0 5 0 0 2 1 3 5 1 0 2 1 20 00000 01008:15 AM 1 2 0 1 1 0 1 3 0 0 4 1 14 00000 00008:30 AM 0 3 1 2 1 2 2 3 2 0 3 0 19 00000 12108:45 AM 1 2 0 2 3 2 1 5 1 0 1 1 19 00000 01109:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES5 20 3 10 17 6 13 33 5 3 30 8 153 0000 0 2522APPROACH % 18% 71% 11% 30% 52% 18% 25% 65% 10% 7% 73% 20%APP/DEPART 28 /41 33 /25 51 /46 41 /41 0 BEGIN PEAK HRVOLUMES 2 11 2 4 9 2 9 20 2 2 16 6 85 1202APPROACH % 13% 73% 13% 27% 60% 13% 29% 65% 6% 8% 67% 25%PEAK HR FACTOR 0.750 0.750 0.861 0.750 0.924 APP/DEPART 15 /26 15 /13 31 /26 24 /20 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 4 0 1 0 0 0 10 0 0 1 0 16 00000 00004:15 PM 1 4 0 2 2 0 2 9 0 0 3 2 25 00000 00004:30 PM 0 3 0 1 1 0 0 6 0 0 3 4 18 00000 00014:45 PM 0 8 0 0 0 1 2 10 0 0 0 1 22 00000 00005:00 PM 0 3 0 1 0 2 0 7 0 0 3 1 17 00000 00005:15 PM 0 5 1 1 1 1 2 6 1 0 2 1 21 00000 00005:30 PM 0 6 1 1 1 0 0 4 0 0 1 0 14 00000 00005:45 PM 0 2 0 2 1 1 0 7 0 0 2 0 15 00000 0100VOLUMES1 35 2 9 6 5 6 59 1 0 15 9 148 0000 0 0101APPROACH % 3% 92% 5% 45% 30% 25% 9% 89% 2% 0% 63% 38%APP/DEPART 38 /50 20 /7 66 /70 24 /21 0 BEGIN PEAK HR
VOLUMES 1 18 0 4 3 3 4 32 0 0 9 8 82 0001
APPROACH % 5% 95% 0% 40% 30% 30% 11% 89% 0% 0% 53% 47%
PEAK HR FACTOR 0.594 0.625 0.750 0.607 0.820
APP/DEPART 19 /30 10 /3 36 /36 17 /13 0
Cypress
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Cypress
RTORU-TURNS
Cypress Cypress Slover Slover
AM
7:15 AM
PM
4:15 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-100
DATE:LOCATION:Fontana PROJECT #: SC17155/8/18 NORTH & SOUTH: Cypress LOCATION #: 15 TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 3: NOTES:AM ▲
3-AXLE PM N
TRUCKS MD ◄ W E ►
OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:1202 1 1220121 0000
7:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0000 0 00007:15 AM 0 0 0 0 0 0 1 1 0 0 1 0 3 0000 0 00007:30 AM 0 0 0 0 0 0 0 1 0 0 1 0 2 0000 0 00007:45 AM 1 0 0 0 0 0 2 1 0 0 3 0 7 0000 0 00008:00 AM 0 0 0 0 0 0 0 2 0 0 1 0 3 0000 0 00008:15 AM 0 0 0 0 0 0 0 0 0 0 2 0 2 0000 0 00008:30 AM 0 0 0 0 2 0 0 2 0 0 1 1 6 0000 0 00018:45 AM 0 0 0 0 0 0 0 5 0 0 0 0 5 0000 0 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES1 0 0 0 2 0 3 12 0 0 10 1 29 0000 0 0001APPROACH % 100% 0% 0% 0% 100% 0% 20% 80% 0% 0% 91% 9%APP/DEPART 1 /4 2 /2 15 /12 11 /11 0 BEGIN PEAK HRVOLUMES 1 0 0 0 2 0 2 5 0 0 7 1 18 0001APPROACH % 100% 0% 0% 0% 100% 0% 29% 71% 0% 0% 88% 13%PEAK HR FACTOR 0.250 0.250 0.583 0.667 0.643 APP/DEPART 1 /3 2 /2 7 /5 8 /8 0
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
3:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0000
4:00 PM 0 1 0 0 0 0 0 3 0 0 3 0 7 0000 0 0000
4:15 PM 0 1 0 0 0 0 0 3 0 0 1 0 5 0000 0 0000
4:30 PM 0 0 0 0 1 1 0 3 0 0 2 0 7 0000 0 0100
4:45 PM 1 1 0 0 0 0 0 3 0 0 0 0 5 0000 0 0000
5:00 PM 0 0 0 0 0 0 0 2 0 0 1 0 3 0000 0 0000
5:15 PM 0 0 0 0 0 0 0 5 0 0 1 0 6 0000 0 0000
5:30 PM 1 1 1 0 0 0 0 1 0 0 0 0 4 0000 0 0000
5:45 PM 0 0 0 0 0 0 0 4 0 0 0 0 4 0000 0 0000VOLUMES2 4 1 0 1 1 0 24 0 0 8 0 41 0000 0 0100APPROACH % 29% 57% 14% 0% 50% 50% 0% 100% 0% 0% 100% 0%APP/DEPART 7 /4 2 /1 24 /25 8 /11 0 BEGIN PEAK HRVOLUMES 1 3 0 0 1 1 0 12 0 0 6 0 24 0100APPROACH % 25% 75% 0% 0% 50% 50% 0% 100% 0% 0% 100% 0%PEAK HR FACTOR 0.500 0.250 1.000 0.500 0.857 APP/DEPART 4 /3 2 /1 12 /12 6 /8 0
Cypress
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Cypress
RTORU-TURNS
Cypress Cypress Slover Slover
AM
7:45 AM
PM
4:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-101
DATE:LOCATION:Fontana PROJECT #: SC1715
5/8/18 NORTH & SOUTH: Cypress LOCATION #: 15
TUESDAY EAST & WEST:Slover CONTROL: SIGNAL
CLASS 4:NOTES:AM ▲
4 OR MORE PM N
AXLE MD ◄ W E ►
TRUCKS OTHER S
OTHER ▼
NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NL NT NR SL ST SR EL ET ER WL WT WR TOTAL NB SB EB WB TTL NRR SRR ERR WRRLANES:120211220121 0000
7:00 AM 0 0 0 0 0 0 0 1 1 0 2 0 4 00000 00007:15 AM 0 0 1 0 1 0 0 0 0 0 3 0 5 00000 00007:30 AM 0 0 0 0 0 0 0 2 0 0 1 1 4 00000 00017:45 AM 0 0 0 0 0 0 1 1 0 0 4 2 8 00000 00008:00 AM 0 0 0 1 0 0 0 5 0 1 4 0 11 00000 00008:15 AM 1 1 0 0 0 0 0 2 0 1 3 0 8 00000 00008:30 AM 0 0 1 0 0 0 0 3 0 0 3 0 7 00000 10008:45 AM 0 2 0 0 0 0 0 3 0 0 4 0 9 00000 00009:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00009:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0000VOLUMES1 3 2 1 1 0 1 17 1 2 24 3 56 0000 0 1001APPROACH % 17% 50% 33% 50% 50% 0% 5% 89% 5% 7% 83% 10%APP/DEPART 6 /7 2 /4 19 /20 29 /25 0 BEGIN PEAK HRVOLUMES 1 3 1 1 0 0 0 13 0 2 14 0 35 1000APPROACH % 20% 60% 20% 100% 0% 0% 0% 100% 0% 13% 88% 0%PEAK HR FACTOR 0.625 0.250 0.650 0.800 0.795 APP/DEPART 5 /3 1 /2 13 /15 16 /15 0 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00003:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 00004:00 PM 0 0 0 0 0 0 0 10 0 0 4 0 14 00000 00004:15 PM 1 0 0 0 0 0 1 11 0 0 6 0 19 00000 00004:30 PM 0 0 0 0 0 0 0 9 0 0 5 0 14 00000 00004:45 PM 0 1 0 1 0 0 1 8 0 0 6 2 19 00000 00005:00 PM 0 1 0 0 0 0 0 6 0 0 6 0 13 00000 00005:15 PM 0 0 0 0 0 0 0 9 0 0 2 0 11 00000 00005:30 PM 0 0 0 1 0 0 0 7 1 0 2 0 11 00000 00005:45 PM 0 0 0 0 0 0 0 5 0 0 4 0 9 00000 0000VOLUMES1 2 0 2 0 0 2 65 1 0 35 2 110 0000 0 0000APPROACH % 33% 67% 0% 100% 0% 0% 3% 96% 1% 0% 95% 5%APP/DEPART 3 /6 2 /1 68 /67 37 /36 0
BEGIN PEAK HR
VOLUMES 1 1 0 1 0 0 2 38 0 0 21 2 66 0000
APPROACH % 50% 50% 0% 100% 0% 0% 5% 95% 0% 0% 91% 9%
PEAK HR FACTOR 0.500 0.250 0.833 0.719 0.868
APP/DEPART 2 /5 1 /0 40 /39 23 /22 0
Cypress
NORTH SIDE
Slover WEST SIDE EAST SIDE Slover
SOUTH SIDE
Cypress
RTORU-TURNS
Cypress Cypress Slover Slover
AM
8:00 AM
PM
4:00 PM
INTERSECTION TURNING MOVEMENT COUNTS
PREPARED BY: AimTD LLC. tel: 714 253 7888 cs@aimtd.com
3.1-102
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 2 0 1 3 6 70 0 76 5 0 12 17 4 36 5 45 141
07:15 AM 0 1 4 5 13 119 1 133 10 0 6 16 0 71 9 80 234
07:30 AM 2 1 0 3 17 143 3 163 10 0 13 23 2 62 7 71 260
07:45 AM 1 0 4 5 15 118 2 135 4 0 14 18 5 101 12 118 276
Total 5 2 9 16 51 450 6 507 29 0 45 74 11 270 33 314 911
08:00 AM 3 0 2 5 19 146 2 167 15 0 11 26 2 100 5 107 305
08:15 AM 2 0 1 3 17 94 4 115 4 0 13 17 1 104 16 121 256
08:30 AM 1 1 0 2 16 68 1 85 5 1 9 15 1 92 10 103 205
08:45 AM 4 0 2 6 12 63 2 77 3 0 10 13 2 71 10 83 179
Total 10 1 5 16 64 371 9 444 27 1 43 71 6 367 41 414 945
Grand Total 15 3 14 32 115 821 15 951 56 1 88 145 17 637 74 728 1856
Apprch %46.9 9.4 43.8 12.1 86.3 1.6 38.6 0.7 60.7 2.3 87.5 10.2
Total %0.8 0.2 0.8 1.7 6.2 44.2 0.8 51.2 3 0.1 4.7 7.8 0.9 34.3 4 39.2
Passenger Vehicles 8 2 9 19 112 747 10 869 54 1 85 140 9 574 72 655 1683
% Passenger Vehicles 53.3 66.7 64.3 59.4 97.4 91 66.7 91.4 96.4 100 96.6 96.6 52.9 90.1 97.3 90 90.7
Large 2 Axle Vehicles 3 1 4 8 3 32 1 36 2 0 3 5 4 35 1 40 89
% Large 2 Axle Vehicles 20 33.3 28.6 25 2.6 3.9 6.7 3.8 3.6 0 3.4 3.4 23.5 5.5 1.4 5.5 4.8
3 Axle Vehicles 2 0 1 3 0 18 4 22 0 0 0 0 2 10 0 12 37
% 3 Axle Vehicles 13.3 0 7.1 9.4 0 2.2 26.7 2.3 0 0 0 0 11.8 1.6 0 1.6 2
4+ Axle Trucks 2 0 0 2 0 24 0 24 0 0 0 0 2 18 1 21 47
% 4+ Axle Trucks 13.3 0 0 6.2 0 2.9 0 2.5 0 0 0 0 11.8 2.8 1.4 2.9 2.5
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 2 1 0 3 17 143 3 163 10 0 13 23 2 62 7 71 260
07:45 AM 1 0 4 5 15 118 2 135 4 0 14 18 5 101 12 118 276
08:00 AM 3 0 2 5 19 146 2 167 15 0 11 26 2 100 5 107 305
08:15 AM 2 0 1 3 17 94 4 115 4 0 13 17 1 104 16 121 256
Total Volume 8 1 7 16 68 501 11 580 33 0 51 84 10 367 40 417 1097
% App. Total 50 6.2 43.8 11.7 86.4 1.9 39.3 0 60.7 2.4 88 9.6
PHF .667 .250 .438 .800 .895 .858 .688 .868 .550 .000 .911 .808 .500 .882 .625 .862 .899
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-103
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
7
Thru
1
Left
8
InOut Total
21 16 37
Rig
h
t
11
Th
r
u
50
1
Le
f
t
68
Ou
t
To
t
a
l
In
42
6
58
0
10
0
6
Left
33
Thru
0
Right
51
Out TotalIn
109 84 193
Le
f
t
10
Th
r
u
36
7
Ri
g
h
t
40
To
t
a
l
Ou
t
In
54
1
41
7
95
8
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:30 AM 07:45 AM
+0 mins.0 1 4 5 13 119 1 133 10 0 13 23 5 101 12 118
+15 mins.2 1 0 3 17 143 3 163 4 0 14 18 2 100 5 107
+30 mins.1 0 4 5 15 118 2 135 15 0 11 26 1 104 16 121
+45 mins.3 0 2 5 19 146 2 167 4 0 13 17 1 92 10 103
Total Volume 6 2 10 18 64 526 8 598 33 0 51 84 9 397 43 449
% App. Total 33.3 11.1 55.6 10.7 88 1.3 39.3 0 60.7 2 88.4 9.6
PHF .500 .500 .625 .900 .842 .901 .667 .895 .550 .000 .911 .808 .450 .954 .672 .928
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-104
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 2 0 0 2 5 68 0 73 5 0 12 17 1 32 5 38 130
07:15 AM 0 1 4 5 13 109 1 123 10 0 6 16 0 65 9 74 218
07:30 AM 2 1 0 3 16 129 2 147 8 0 12 20 0 57 7 64 234
07:45 AM 1 0 3 4 14 111 1 126 4 0 13 17 5 88 12 105 252
Total 5 2 7 14 48 417 4 469 27 0 43 70 6 242 33 281 834
08:00 AM 2 0 1 3 19 139 2 160 15 0 10 25 0 93 5 98 286
08:15 AM 0 0 0 0 17 84 1 102 4 0 13 17 1 95 16 112 231
08:30 AM 1 0 0 1 16 51 1 68 5 1 9 15 1 84 10 95 179
08:45 AM 0 0 1 1 12 56 2 70 3 0 10 13 1 60 8 69 153
Total 3 0 2 5 64 330 6 400 27 1 42 70 3 332 39 374 849
Grand Total 8 2 9 19 112 747 10 869 54 1 85 140 9 574 72 655 1683
Apprch %42.1 10.5 47.4 12.9 86 1.2 38.6 0.7 60.7 1.4 87.6 11
Total %0.5 0.1 0.5 1.1 6.7 44.4 0.6 51.6 3.2 0.1 5.1 8.3 0.5 34.1 4.3 38.9
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 07:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 1 0 3 16 129 2 147 8 0 12 20 0 57 7 64 234
07:45 AM 1 0 3 4 14 111 1 126 4 0 13 17 5 88 12 105 252
08:00 AM 2 0 1 3 19 139 2 160 15 0 10 25 0 93 5 98 286
08:15 AM 0 0 0 0 17 84 1 102 4 0 13 17 1 95 16 112 231
Total Volume 5 1 4 10 66 463 6 535 31 0 48 79 6 333 40 379 1003
% App. Total 50 10 40 12.3 86.5 1.1 39.2 0 60.8 1.6 87.9 10.6
PHF .625 .250 .333 .625 .868 .833 .750 .836 .517 .000 .923 .790 .300 .876 .625 .846 .877
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-105
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
4
Thru
1
Left
5
InOut Total
12 10 22
Rig
h
t
6
Th
r
u
46
3
Le
f
t
66
Ou
t
To
t
a
l
In
38
6
53
5
92
1
Left
31
Thru
0
Right
48
Out TotalIn
107 79 186
Le
f
t
6
Th
r
u
33
3
Ri
g
h
t
40
To
t
a
l
Ou
t
In
49
8
37
9
87
7
Peak Hour Begins at 07:30 AM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 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.2 1 0 3 16 129 2 147 8 0 12 20 0 57 7 64
+15 mins.1 0 3 4 14 111 1 126 4 0 13 17 5 88 12 105
+30 mins.2 0 1 3 19 139 2 160 15 0 10 25 0 93 5 98
+45 mins.0 0 0 0 17 84 1 102 4 0 13 17 1 95 16 112
Total Volume 5 1 4 10 66 463 6 535 31 0 48 79 6 333 40 379
% App. Total 50 10 40 12.3 86.5 1.1 39.2 0 60.8 1.6 87.9 10.6
PHF .625 .250 .333 .625 .868 .833 .750 .836 .517 .000 .923 .790 .300 .876 .625 .846
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-106
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 0 0 1 1 1 0 0 1 0 0 0 0 2 1 0 3 5
07:15 AM 0 0 0 0 0 7 0 7 0 0 0 0 0 4 0 4 11
07:30 AM 0 0 0 0 1 4 0 5 2 0 1 3 0 4 0 4 12
07:45 AM 0 0 1 1 1 2 0 3 0 0 1 1 0 6 0 6 11
Total 0 0 2 2 3 13 0 16 2 0 2 4 2 15 0 17 39
08:00 AM 0 0 0 0 0 3 0 3 0 0 1 1 2 7 0 9 13
08:15 AM 2 0 1 3 0 4 1 5 0 0 0 0 0 5 0 5 13
08:30 AM 0 1 0 1 0 8 0 8 0 0 0 0 0 3 0 3 12
08:45 AM 1 0 1 2 0 4 0 4 0 0 0 0 0 5 1 6 12
Total 3 1 2 6 0 19 1 20 0 0 1 1 2 20 1 23 50
Grand Total 3 1 4 8 3 32 1 36 2 0 3 5 4 35 1 40 89
Apprch %37.5 12.5 50 8.3 88.9 2.8 40 0 60 10 87.5 2.5
Total %3.4 1.1 4.5 9 3.4 36 1.1 40.4 2.2 0 3.4 5.6 4.5 39.3 1.1 44.9
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 07:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 1 4 0 5 2 0 1 3 0 4 0 4 12
07:45 AM 0 0 1 1 1 2 0 3 0 0 1 1 0 6 0 6 11
08:00 AM 0 0 0 0 0 3 0 3 0 0 1 1 2 7 0 9 13
08:15 AM 2 0 1 3 0 4 1 5 0 0 0 0 0 5 0 5 13
Total Volume 2 0 2 4 2 13 1 16 2 0 3 5 2 22 0 24 49
% App. Total 50 0 50 12.5 81.2 6.2 40 0 60 8.3 91.7 0
PHF .250 .000 .500 .333 .500 .813 .250 .800 .250 .000 .750 .417 .250 .786 .000 .667 .942
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-107
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
2
Thru
0
Left
2
InOut Total
3 4 7
Rig
h
t
1
Th
r
u
13
Le
f
t
2
Ou
t
To
t
a
l
In
27
16
43
Left
2
Thru
0
Right
3
Out TotalIn
2 5 7
Le
f
t
2
Th
r
u
22
Ri
g
h
t
0
To
t
a
l
Ou
t
In
17
24
41
Peak Hour Begins at 07:30 AM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 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 0 0 0 1 4 0 5 2 0 1 3 0 4 0 4
+15 mins.0 0 1 1 1 2 0 3 0 0 1 1 0 6 0 6
+30 mins.0 0 0 0 0 3 0 3 0 0 1 1 2 7 0 9
+45 mins.2 0 1 3 0 4 1 5 0 0 0 0 0 5 0 5
Total Volume 2 0 2 4 2 13 1 16 2 0 3 5 2 22 0 24
% App. Total 50 0 50 12.5 81.2 6.2 40 0 60 8.3 91.7 0
PHF .250 .000 .500 .333 .500 .813 .250 .800 .250 .000 .750 .417 .250 .786 .000 .667
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-108
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 1 0 0 1 2
07:15 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
07:30 AM 0 0 0 0 0 2 1 3 0 0 0 0 1 0 0 1 4
07:45 AM 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 6
Total 0 0 0 0 0 8 2 10 0 0 0 0 2 2 0 4 14
08:00 AM 0 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6
08:30 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5
08:45 AM 2 0 0 2 0 2 0 2 0 0 0 0 0 5 0 5 9
Total 2 0 1 3 0 10 2 12 0 0 0 0 0 8 0 8 23
Grand Total 2 0 1 3 0 18 4 22 0 0 0 0 2 10 0 12 37
Apprch %66.7 0 33.3 0 81.8 18.2 0 0 0 16.7 83.3 0
Total %5.4 0 2.7 8.1 0 48.6 10.8 59.5 0 0 0 0 5.4 27 0 32.4
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 07:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 2 1 3 0 0 0 0 1 0 0 1 4
07:45 AM 0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2 6
08:00 AM 0 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2 6
Total Volume 0 0 1 1 0 9 4 13 0 0 0 0 1 4 0 5 19
% App. Total 0 0 100 0 69.2 30.8 0 0 0 20 80 0
PHF .000 .000 .250 .250 .000 .750 .500 .813 .000 .000 .000 .000 .250 .500 .000 .625 .792
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-109
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
1
Thru
0
Left
0
InOut Total
5 1 6
Rig
h
t
4
Th
r
u
9
Le
f
t
0
Ou
t
To
t
a
l
In
4
13
17
Left
0
Thru
0
Right
0
Out TotalIn
0 0 0
Le
f
t
1
Th
r
u
4
Ri
g
h
t
0
To
t
a
l
Ou
t
In
10
5
15
Peak Hour Begins at 07:30 AM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 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 0 0 0 0 2 1 3 0 0 0 0 1 0 0 1
+15 mins.0 0 0 0 0 3 1 4 0 0 0 0 0 2 0 2
+30 mins.0 0 1 1 0 2 0 2 0 0 0 0 0 0 0 0
+45 mins.0 0 0 0 0 2 2 4 0 0 0 0 0 2 0 2
Total Volume 0 0 1 1 0 9 4 13 0 0 0 0 1 4 0 5
% App. Total 0 0 100 0 69.2 30.8 0 0 0 20 80 0
PHF .000 .000 .250 .250 .000 .750 .500 .813 .000 .000 .000 .000 .250 .500 .000 .625
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-110
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
07:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 3 0 3 4
07:15 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 1 1 0 2 10
07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
Total 0 0 0 0 0 12 0 12 0 0 0 0 1 11 0 12 24
08:00 AM 1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6
08:30 AM 0 0 0 0 0 5 0 5 0 0 0 0 0 4 0 4 9
08:45 AM 1 0 0 1 0 1 0 1 0 0 0 0 1 1 1 3 5
Total 2 0 0 2 0 12 0 12 0 0 0 0 1 7 1 9 23
Grand Total 2 0 0 2 0 24 0 24 0 0 0 0 2 18 1 21 47
Apprch %100 0 0 0 100 0 0 0 0 9.5 85.7 4.8
Total %4.3 0 0 4.3 0 51.1 0 51.1 0 0 0 0 4.3 38.3 2.1 44.7
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 07:30 AM to 08:15 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 8 0 8 0 0 0 0 1 1 0 2 10
07:45 AM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
08:00 AM 1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0 3
08:15 AM 0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2 6
Total Volume 1 0 0 1 0 16 0 16 0 0 0 0 1 8 0 9 26
% App. Total 100 0 0 0 100 0 0 0 0 11.1 88.9 0
PHF .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .250 .400 .000 .450 .650
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-111
File Name : 03_FON_Juniper_Slover AM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
0
Thru
0
Left
1
InOut Total
1 1 2
Rig
h
t
0
Th
r
u
16
Le
f
t
0
Ou
t
To
t
a
l
In
9
16
25
Left
0
Thru
0
Right
0
Out TotalIn
0 0 0
Le
f
t
1
Th
r
u
8
Ri
g
h
t
0
To
t
a
l
Ou
t
In
16
9
25
Peak Hour Begins at 07:30 AM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 07:30 AM to 08:15 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 0 0 0 0 8 0 8 0 0 0 0 1 1 0 2
+15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5
+30 mins.1 0 0 1 0 2 0 2 0 0 0 0 0 0 0 0
+45 mins.0 0 0 0 0 4 0 4 0 0 0 0 0 2 0 2
Total Volume 1 0 0 1 0 16 0 16 0 0 0 0 1 8 0 9
% App. Total 100 0 0 0 100 0 0 0 0 11.1 88.9 0
PHF .250 .000 .000 .250 .000 .500 .000 .500 .000 .000 .000 .000 .250 .400 .000 .450
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-112
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- Passenger Vehicles - Large 2 Axle Vehicles - 3 Axle Vehicles - 4+ Axle Trucks
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 0 0 1 1 16 169 1 186 19 0 13 32 2 182 6 190 409
04:15 PM 0 0 1 1 17 136 0 153 14 0 12 26 2 176 17 195 375
04:30 PM 0 0 2 2 16 122 3 141 14 0 18 32 3 200 13 216 391
04:45 PM 3 1 3 7 23 96 2 121 8 1 21 30 0 184 14 198 356
Total 3 1 7 11 72 523 6 601 55 1 64 120 7 742 50 799 1531
05:00 PM 0 0 0 0 17 133 0 150 6 0 21 27 0 178 4 182 359
05:15 PM 0 0 1 1 19 115 0 134 5 1 22 28 0 167 6 173 336
05:30 PM 0 0 2 2 16 107 0 123 7 0 18 25 1 194 13 208 358
05:45 PM 0 0 0 0 11 117 1 129 4 1 11 16 1 151 6 158 303
Total 0 0 3 3 63 472 1 536 22 2 72 96 2 690 29 721 1356
Grand Total 3 1 10 14 135 995 7 1137 77 3 136 216 9 1432 79 1520 2887
Apprch %21.4 7.1 71.4 11.9 87.5 0.6 35.6 1.4 63 0.6 94.2 5.2
Total %0.1 0 0.3 0.5 4.7 34.5 0.2 39.4 2.7 0.1 4.7 7.5 0.3 49.6 2.7 52.6
Passenger Vehicles 3 0 10 13 134 921 5 1060 76 2 131 209 8 1308 76 1392 2674
% Passenger Vehicles 100 0 100 92.9 99.3 92.6 71.4 93.2 98.7 66.7 96.3 96.8 88.9 91.3 96.2 91.6 92.6
Large 2 Axle Vehicles 0 1 0 1 1 24 1 26 1 1 4 6 1 38 2 41 74
% Large 2 Axle Vehicles 0 100 0 7.1 0.7 2.4 14.3 2.3 1.3 33.3 2.9 2.8 11.1 2.7 2.5 2.7 2.6
3 Axle Vehicles 0 0 0 0 0 17 0 17 0 0 0 0 0 29 0 29 46
% 3 Axle Vehicles 0 0 0 0 0 1.7 0 1.5 0 0 0 0 0 2 0 1.9 1.6
4+ Axle Trucks 0 0 0 0 0 33 1 34 0 0 1 1 0 57 1 58 93
% 4+ Axle Trucks 0 0 0 0 0 3.3 14.3 3 0 0 0.7 0.5 0 4 1.3 3.8 3.2
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 0 1 1 16 169 1 186 19 0 13 32 2 182 6 190 409
04:15 PM 0 0 1 1 17 136 0 153 14 0 12 26 2 176 17 195 375
04:30 PM 0 0 2 2 16 122 3 141 14 0 18 32 3 200 13 216 391
04:45 PM 3 1 3 7 23 96 2 121 8 1 21 30 0 184 14 198 356
Total Volume 3 1 7 11 72 523 6 601 55 1 64 120 7 742 50 799 1531
% App. Total 27.3 9.1 63.6 12 87 1 45.8 0.8 53.3 0.9 92.9 6.3
PHF .250 .250 .583 .393 .783 .774 .500 .808 .724 .250 .762 .938 .583 .928 .735 .925 .936
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-113
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
7
Thru
1
Left
3
InOut Total
14 11 25
Rig
h
t
6
Th
r
u
52
3
Le
f
t
72
Ou
t
To
t
a
l
In
80
9
60
1
14
1
0
Left
55
Thru
1
Right
64
Out TotalIn
123 120 243
Le
f
t
7
Th
r
u
74
2
Ri
g
h
t
50
To
t
a
l
Ou
t
In
58
5
79
9
13
8
4
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Large 2 Axle Vehicles
3 Axle Vehicles
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins.0 0 1 1 16 169 1 186 19 0 13 32 2 182 6 190
+15 mins.0 0 1 1 17 136 0 153 14 0 12 26 2 176 17 195
+30 mins.0 0 2 2 16 122 3 141 14 0 18 32 3 200 13 216
+45 mins.3 1 3 7 23 96 2 121 8 1 21 30 0 184 14 198
Total Volume 3 1 7 11 72 523 6 601 55 1 64 120 7 742 50 799
% App. Total 27.3 9.1 63.6 12 87 1 45.8 0.8 53.3 0.9 92.9 6.3
PHF .250 .250 .583 .393 .783 .774 .500 .808 .724 .250 .762 .938 .583 .928 .735 .925
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-114
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- Passenger Vehicles
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 0 0 1 1 16 155 0 171 19 0 13 32 2 161 5 168 372
04:15 PM 0 0 1 1 17 122 0 139 14 0 11 25 1 158 16 175 340
04:30 PM 0 0 2 2 16 112 2 130 13 0 16 29 3 176 13 192 353
04:45 PM 3 0 3 6 23 92 2 117 8 1 21 30 0 165 13 178 331
Total 3 0 7 10 72 481 4 557 54 1 61 116 6 660 47 713 1396
05:00 PM 0 0 0 0 16 119 0 135 6 0 20 26 0 170 4 174 335
05:15 PM 0 0 1 1 19 109 0 128 5 1 21 27 0 156 6 162 318
05:30 PM 0 0 2 2 16 102 0 118 7 0 18 25 1 180 13 194 339
05:45 PM 0 0 0 0 11 110 1 122 4 0 11 15 1 142 6 149 286
Total 0 0 3 3 62 440 1 503 22 1 70 93 2 648 29 679 1278
Grand Total 3 0 10 13 134 921 5 1060 76 2 131 209 8 1308 76 1392 2674
Apprch %23.1 0 76.9 12.6 86.9 0.5 36.4 1 62.7 0.6 94 5.5
Total %0.1 0 0.4 0.5 5 34.4 0.2 39.6 2.8 0.1 4.9 7.8 0.3 48.9 2.8 52.1
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 1 1 16 155 0 171 19 0 13 32 2 161 5 168 372
04:15 PM 0 0 1 1 17 122 0 139 14 0 11 25 1 158 16 175 340
04:30 PM 0 0 2 2 16 112 2 130 13 0 16 29 3 176 13 192 353
04:45 PM 3 0 3 6 23 92 2 117 8 1 21 30 0 165 13 178 331
Total Volume 3 0 7 10 72 481 4 557 54 1 61 116 6 660 47 713 1396
% App. Total 30 0 70 12.9 86.4 0.7 46.6 0.9 52.6 0.8 92.6 6.6
PHF .250 .000 .583 .417 .783 .776 .500 .814 .711 .250 .726 .906 .500 .938 .734 .928 .938
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-115
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
7
Thru
0
Left
3
InOut Total
11 10 21
Rig
h
t
4
Th
r
u
48
1
Le
f
t
72
Ou
t
To
t
a
l
In
72
4
55
7
12
8
1
Left
54
Thru
1
Right
61
Out TotalIn
119 116 235
Le
f
t
6
Th
r
u
66
0
Ri
g
h
t
47
To
t
a
l
Ou
t
In
54
2
71
3
12
5
5
Peak Hour Begins at 04:00 PM
Passenger Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins.0 0 1 1 16 155 0 171 19 0 13 32 2 161 5 168
+15 mins.0 0 1 1 17 122 0 139 14 0 11 25 1 158 16 175
+30 mins.0 0 2 2 16 112 2 130 13 0 16 29 3 176 13 192
+45 mins.3 0 3 6 23 92 2 117 8 1 21 30 0 165 13 178
Total Volume 3 0 7 10 72 481 4 557 54 1 61 116 6 660 47 713
% App. Total 30 0 70 12.9 86.4 0.7 46.6 0.9 52.6 0.8 92.6 6.6
PHF .250 .000 .583 .417 .783 .776 .500 .814 .711 .250 .726 .906 .500 .938 .734 .928
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-116
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- Large 2 Axle Vehicles
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 7 0 7 13
04:15 PM 0 0 0 0 0 5 0 5 0 0 0 0 1 4 1 6 11
04:30 PM 0 0 0 0 0 2 1 3 1 0 2 3 0 11 0 11 17
04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 7 1 8 10
Total 0 1 0 1 0 14 1 15 1 0 2 3 1 29 2 32 51
05:00 PM 0 0 0 0 1 7 0 8 0 0 1 1 0 4 0 4 13
05:15 PM 0 0 0 0 0 1 0 1 0 0 1 1 0 2 0 2 4
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3
05:45 PM 0 0 0 0 0 2 0 2 0 1 0 1 0 0 0 0 3
Total 0 0 0 0 1 10 0 11 0 1 2 3 0 9 0 9 23
Grand Total 0 1 0 1 1 24 1 26 1 1 4 6 1 38 2 41 74
Apprch %0 100 0 3.8 92.3 3.8 16.7 16.7 66.7 2.4 92.7 4.9
Total %0 1.4 0 1.4 1.4 32.4 1.4 35.1 1.4 1.4 5.4 8.1 1.4 51.4 2.7 55.4
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 7 0 7 13
04:15 PM 0 0 0 0 0 5 0 5 0 0 0 0 1 4 1 6 11
04:30 PM 0 0 0 0 0 2 1 3 1 0 2 3 0 11 0 11 17
04:45 PM 0 1 0 1 0 1 0 1 0 0 0 0 0 7 1 8 10
Total Volume 0 1 0 1 0 14 1 15 1 0 2 3 1 29 2 32 51
% App. Total 0 100 0 0 93.3 6.7 33.3 0 66.7 3.1 90.6 6.2
PHF .000 .250 .000 .250 .000 .583 .250 .625 .250 .000 .250 .250 .250 .659 .500 .727 .750
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-117
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
0
Thru
1
Left
0
InOut Total
2 1 3
Rig
h
t
1
Th
r
u
14
Le
f
t
0
Ou
t
To
t
a
l
In
31
15
46
Left
1
Thru
0
Right
2
Out TotalIn
3 3 6
Le
f
t
1
Th
r
u
29
Ri
g
h
t
2
To
t
a
l
Ou
t
In
15
32
47
Peak Hour Begins at 04:00 PM
Large 2 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins.0 0 0 0 0 6 0 6 0 0 0 0 0 7 0 7
+15 mins.0 0 0 0 0 5 0 5 0 0 0 0 1 4 1 6
+30 mins.0 0 0 0 0 2 1 3 1 0 2 3 0 11 0 11
+45 mins.0 1 0 1 0 1 0 1 0 0 0 0 0 7 1 8
Total Volume 0 1 0 1 0 14 1 15 1 0 2 3 1 29 2 32
% App. Total 0 100 0 0 93.3 6.7 33.3 0 66.7 3.1 90.6 6.2
PHF .000 .250 .000 .250 .000 .583 .250 .625 .250 .000 .250 .250 .250 .659 .500 .727
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-118
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- 3 Axle Vehicles
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 7 0 7 9
04:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6
04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
Total 0 0 0 0 0 8 0 8 0 0 0 0 0 20 0 20 28
05:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 4 0 4 6
05:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 1 0 1 4
05:45 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 4 0 4 7
Total 0 0 0 0 0 9 0 9 0 0 0 0 0 9 0 9 18
Grand Total 0 0 0 0 0 17 0 17 0 0 0 0 0 29 0 29 46
Apprch %0 0 0 0 100 0 0 0 0 0 100 0
Total %0 0 0 0 0 37 0 37 0 0 0 0 0 63 0 63
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5 6
04:15 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 7 0 7 9
04:30 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3 6
04:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 20 0 20 28
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .667 .000 .667 .000 .000 .000 .000 .000 .714 .000 .714 .778
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-119
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
0
Thru
0
Left
0
InOut Total
0 0 0
Rig
h
t
0
Th
r
u
8
Le
f
t
0
Ou
t
To
t
a
l
In
20
8
28
Left
0
Thru
0
Right
0
Out TotalIn
0 0 0
Le
f
t
0
Th
r
u
20
Ri
g
h
t
0
To
t
a
l
Ou
t
In
8
20
28
Peak Hour Begins at 04:00 PM
3 Axle Vehicles
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 5 0 5
+15 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 7 0 7
+30 mins.0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 3
+45 mins.0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5
Total Volume 0 0 0 0 0 8 0 8 0 0 0 0 0 20 0 20
% App. Total 0 0 0 0 100 0 0 0 0 0 100 0
PHF .000 .000 .000 .000 .000 .667 .000 .667 .000 .000 .000 .000 .000 .714 .000 .714
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-120
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 1
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Groups Printed- 4+ Axle Trucks
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
Eastbound
Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total
04:00 PM 0 0 0 0 0 7 1 8 0 0 0 0 0 9 1 10 18
04:15 PM 0 0 0 0 0 7 0 7 0 0 1 1 0 7 0 7 15
04:30 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 10 0 10 15
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7 8
Total 0 0 0 0 0 20 1 21 0 0 1 1 0 33 1 34 56
05:00 PM 0 0 0 0 0 6 0 6 0 0 0 0 0 4 0 4 10
05:15 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 5 0 5 8
05:30 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 10 0 10 12
05:45 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 5 0 5 7
Total 0 0 0 0 0 13 0 13 0 0 0 0 0 24 0 24 37
Grand Total 0 0 0 0 0 33 1 34 0 0 1 1 0 57 1 58 93
Apprch %0 0 0 0 97.1 2.9 0 0 100 0 98.3 1.7
Total %0 0 0 0 0 35.5 1.1 36.6 0 0 1.1 1.1 0 61.3 1.1 62.4
Juniper Avenue
Southbound
Slover Avenue
Westbound
Juniper Avenue
Northbound
Slover Avenue
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 04:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 0 0 0 0 7 1 8 0 0 0 0 0 9 1 10 18
04:15 PM 0 0 0 0 0 7 0 7 0 0 1 1 0 7 0 7 15
04:30 PM 0 0 0 0 0 5 0 5 0 0 0 0 0 10 0 10 15
04:45 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7 8
Total Volume 0 0 0 0 0 20 1 21 0 0 1 1 0 33 1 34 56
% App. Total 0 0 0 0 95.2 4.8 0 0 100 0 97.1 2.9
PHF .000 .000 .000 .000 .000 .714 .250 .656 .000 .000 .250 .250 .000 .825 .250 .850 .778
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-121
File Name : 03_FON_Juniper_Slover PM
Site Code : 05121403
Start Date : 8/17/2021
Page No : 2
City of Fontana
N/S: Juniper Avenue
E/W: Slover Avenue
Weather: Clear
Juniper Avenue
S
l
o
v
e
r
A
v
e
n
u
e
S
l
o
v
e
r
A
v
e
n
u
e
Juniper Avenue
Right
0
Thru
0
Left
0
InOut Total
1 0 1
Rig
h
t
1
Th
r
u
20
Le
f
t
0
Ou
t
To
t
a
l
In
34
21
55
Left
0
Thru
0
Right
1
Out TotalIn
1 1 2
Le
f
t
0
Th
r
u
33
Ri
g
h
t
1
To
t
a
l
Ou
t
In
20
34
54
Peak Hour Begins at 04:00 PM
4+ Axle Trucks
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 04:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:00 PM 04:00 PM 04:00 PM 04:00 PM
+0 mins.0 0 0 0 0 7 1 8 0 0 0 0 0 9 1 10
+15 mins.0 0 0 0 0 7 0 7 0 0 1 1 0 7 0 7
+30 mins.0 0 0 0 0 5 0 5 0 0 0 0 0 10 0 10
+45 mins.0 0 0 0 0 1 0 1 0 0 0 0 0 7 0 7
Total Volume 0 0 0 0 0 20 1 21 0 0 1 1 0 33 1 34
% App. Total 0 0 0 0 95.2 4.8 0 0 100 0 97.1 2.9
PHF .000 .000 .000 .000 .000 .714 .250 .656 .000 .000 .250 .250 .000 .825 .250 .850
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
(951)268-6268
3.1-122
Location: Date: 8/17/2021
N/S: Day: Tuesday
E/W:
North Leg East Leg South Leg West Leg
Juiper Avenue Slover Avenue Juiper Avenue Slover Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
00101
00000
00000
00000
00101
00000
00000
00101
00303
North Leg East Leg South Leg West Leg
Juiper Avenue Slover Avenue Juiper Avenue Slover Avenue
Pedestrians Pedestrians Pedestrians Pedestrians
10001
00303
00000
10001
00000
00000
10001
00000
30306
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
Fontana
Juiper Avenue
Slover Avenue
PEDESTRIANS
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-123
Location: Date: 8/17/2021
N/S: Day: Tuesday
E/W:
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000000000 0
000000000000 0
000000000010 1
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000010 1
Left Thru Right Left Thru Right Left Thru Right Left Thru Right
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
000000000000 0
Slover Avenue
TOTAL VOLUMES:
Juiper Avenue Slover Avenue Juiper Avenue Slover Avenue
Southbound Westbound Northbound Eastbound
5:30 PM
5:45 PM
Juiper Avenue Slover Avenue Juiper 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
Slover Avenue
Juiper Avenue
Fontana
BICYCLES
7:30 AM
7:00 AM
7:15 AM
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
951‐268‐6268
3.1-124
Page 1
City of Fontana
Citrus Avenue
N/ Slover Avenue
24 Hour Directional Volume Count
FON001
Site Code: 051-19181
Counts Unlimited, Inc.
PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: counts@countsunlimited.com
Start 14-Mar-19 Northbound Hour Totals Southbound Hour Totals Combined Totals
Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon
12:00 64 200 38 159
12:15 27 218 35 193
12:30 32 202 22 140
12:45 18 204 141 824 25 150 120 642 261 1466
01:00 21 159 18 155
01:15 17 204 26 149
01:30 21 344 9 209
01:45 21 262 80 969 23 187 76 700 156 1669
02:00 23 233 32 181
02:15 14 227 22 199
02:30 25 435 20 220
02:45 23 350 85 1245 34 181 108 781 193 2026
03:00 36 346 30 204
03:15 33 293 37 179
03:30 41 357 75 194
03:45 47 346 157 1342 70 162 212 739 369 2081
04:00 62 338 89 172
04:15 75 298 93 180
04:30 82 352 107 173
04:45 82 338 301 1326 208 173 497 698 798 2024
05:00 75 375 70 188
05:15 68 318 125 178
05:30 89 339 249 169
05:45 89 263 321 1295 271 155 715 690 1036 1985
06:00 100 231 159 148
06:15 114 201 146 128
06:30 182 161 211 142
06:45 184 147 580 740 318 118 834 536 1414 1276
07:00 232 131 310 123
07:15 294 133 310 122
07:30 274 109 209 143
07:45 174 96 974 469 264 138 1093 526 2067 995
08:00 135 149 215 112
08:15 122 93 213 116
08:30 171 97 195 93
08:45 168 84 596 423 171 117 794 438 1390 861
09:00 161 80 132 96
09:15 161 73 150 101
09:30 135 69 127 93
09:45 127 57 584 279 118 118 527 408 1111 687
10:00 155 76 122 86
10:15 144 64 113 68
10:30 147 98 134 60
10:45 167 49 613 287 131 60 500 274 1113 561
11:00 156 58 130 53
11:15 160 41 137 43
11:30 192 51 121 37
11:45 198 34 706 184 142 37 530 170 1236 354
Total 5138 9383 5138 9383 6006 6602 6006 6602 11144 15985
Combined
Total 14521 14521 12608 12608 27129
AM Peak -06:45 --- 06:30 -----
Vol.- 984 --- 1149 -----
P.H.F. 0.837 0.903
PM Peak -- 02:30 --- 02:15 ----
Vol.-- 1424 --- 804 ----
P.H.F. 0.818 0.914
Percentag
e 35.4% 64.6% 47.6% 52.4%
ADT/AADT ADT 27,129 AADT 27,129
3.1-125
A81
6
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7
1
5
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1
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u
s
AM
EA
S
T
B
O
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N
D
PM
EA
S
T
B
O
U
N
D
TIME
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
T
O
T
A
L
Ti
m
e
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
T
O
T
A
L
0:
0
0
0
1
6
1
0
0
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0
0
0
0
0
0
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17
12
:
0
0
1
7
5
1
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3.1-130
Pa
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3.1-131
Pa
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3.1-132
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3.1-133
Pa
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.
6
%
1
.
4
%
9
.
1
%
1
.
6
%
0
.
1
%
3
.
6
%
2
.
2
%
0
.
3
%
0
.
2
%
0
.
1
%
0
.
1
%
3.1-138
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 3.2:
EXISTING (2021) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
Page 1 of 2
1: Citrus Av. & I‐10 WB Ramps
PHF:0.935 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:0 783 300 0 1,114 545 0 0 0 427 0 466 3,634
2021 2‐Axle:0 21 7 025600011010 81
2021 3‐Axle:0 7 2091000904 33
2021 4+‐Axle:0927022 400028 09 99
2021 PCE: 0 833 364 0 1196 561 0 0 0 508 0 501 3962
2: Citrus Av. & I‐10 EB Ramps
PHF:0.922 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:0 743 315 611 930 0 340 4 253 0 0 0 3,195
2021 2‐Axle:0 21 5191807019000 88
2021 3‐Axle:0458100501000 34
2021 4+‐Axle:0 31201832 0 5 0 24 0 0 0 129
2021 PCE: 0 831 367 677 1027 0 366 4 320 0 0 0 3,592
3: Citrus Av. & Slover Av.
PHF:0.865 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2019: 38 592 44 191 400 498 206 156 19 87 422 181 2,834
2019 2‐Axle: 1 10 1 2 16 18 7 12 1 5 13 8 94
2019 3‐Axle: 000139730070 30
2019 4+‐Axle: 1161316312850175 114
2021 PCE: 42 649 48 205 463 605 286 187 20 96 470 204 3276
4: Oleander Av. & Driveway 1
PHF:7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021: 0 15 0010 0000000 25
2‐Axle: 0 0 000 0000000 0
3‐Axle: 0 0 000 0000000 0
4+‐Axle: 0 0 000 0000000 0
2021 PCE: 01500100000000 25
5: Oleander Av. & Boyle Av./Drw 2
PHF:0.750 7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021: 83 15 38 0 10 0 0 0 88 49 0 0 283
2‐Axle: 007000008800 23
3‐Axle: 200000008800 18
4+‐Axle: 200000004000 6
2021 PCE: 92 15 46 0 10 0 0 0 118 71 0 0 353
6: Oleander Av. & Driveway 3
PHF:7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021: 0 136 00147 0000000 283
2‐Axle: 0 7 0016 0000000 23
3‐Axle: 0 2 0016 0000000 18
4+‐Axle: 0 2 004 0000000 6
2021 PCE: 0153002000000000 353
7: Oleander Av. & Slover Av.
PHF:0.683 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
ADJ Existing 2021: 93 3 315 10 111 26 11 256 209 289 619 121 2,063
2‐Axle: 12655632481262 89
3‐Axle: 100547162071 35
4+‐Axle: 00020221140140 36
2021 PCE:96 5 321 27 122 47 20 312 229 290 685 125 2,277
4/13/2021
5/8/2018
Volume Development ‐ AM Peak Hour
3/4/2019
3/14/2019
3/14/2019
3.2-1
Page 2 of 2
Volume Development ‐ AM Peak Hour
8: Driveway 4 & Slover Av.
PHF:Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:581 1,029 1,610
2‐Axle:35 29 64
3‐Axle:11 8 19
4+‐Axle:13 14 28
2021 PCE: 0000000660001099 0 1,759
9: Cypress Av. & Slover Av.
PHF:0.759 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2018: 47 282 53 136 321 465 245 272 33 32 481 142 2,509
2018 2‐Axle: 211249292022166 85
2018 3‐Axle: 100020250071 18
2018 4+‐Axle: 13110001302140 35
2021 PCE: 54 310 59 147 345 483 266 337 36 39 554 155 2,786
10: Juniper Av. & Slover Av.
PHF:0.899 7:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:33 0 51 8 1 7 10 367 40 68 501 11 1,097
2021 2‐Axle:20320222202131 49
2021 3‐Axle:000001140094 19
2021 4+‐Axle:0001001800160 26
2021 PCE: 35 0 54 12 1 11 16 411 40 70 560 18 1,227
5/8/2018
8/17/2021
3.2-2
Page 1 of 2
1: Citrus Av. & I‐10 WB Ramps
PHF:0.953 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:0 1,150 304 0 839 467 0 0 0 222 0 446 3,428
2021 2‐Axle:0 15 15 0 14 900017 015 87
2021 3‐Axle:0 13 5 0140000304 40
2021 4+‐Axle:0 11 11 0 18 200029 012 84
2021 PCE: 0 1208 349 0 912 480 0 0 0 303 0 492 3,743
2: Citrus Av. & I‐10 EB Ramps
PHF:0.936 4:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:0 996 520 515 546 0 458 3 152 0 0 0 3,190
2021 2‐Axle:01716112101327000 87
2021 3‐Axle:013810 7 0504000 47
2021 4+‐Axle:0 20161830 0 2 0 18 0 0 0 104
2021 PCE: 0 1073 580 577 638 0 483 5 201 0 0 0 3,556
3: Citrus Av. & Slover Av.
PHF:0.957 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2019: 21 629 98 204 312 212 574 738 25 57 209 179 3,258
2019 2‐Axle: 282461891821115 86
2019 3‐Axle: 0613069150161 48
2019 4+‐Axle: 3 10 0 4 6 17 17 26 0 2 12 4 101
2021 PCE:30 682 104 226 338 279 645 850 28 65 259 198 3,702
4: Oleander Av. & Driveway 1
PHF:SBL Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021: 0 9 007 0000000 16
2‐Axle:0 0 000 0000000 0
3‐Axle:0 0 000 0000000 0
4+‐Axle:0 0 000 0000000 0
2021 PCE: 090070000000 16
5: Oleander Av. & Boyle Av./Drw 2
PHF:0.895 5:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021: 25 9 15 16000321610 104
2‐Axle: 401000004110 12
3‐Axle: 100000001000 2
4+‐Axle: 400000002000 6
2021 PCE: 3991716000411820 134
6: Oleander Av. & Driveway 3
PHF:0:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021: 0 49 0054 0000000 102
2‐Axle: 0 5 005 0000000 10
3‐Axle: 0 1 001 0000000 2
4+‐Axle: 0 4 002 0000000 6
2021 PCE: 06500660000000 131
7: Oleander Av. & Slover Av.
PHF:0.921 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
ADJ Existing 2021: 48 4 70 20 5 29 28 980 86 52 286 17 1,624
2‐Axle: 21112234550131 76
3‐Axle: 0010010132171 27
4+‐Axle: 10210144070220 79
2021 PCE:52 5 77 23 7 35 39 1126 109 53 354 19 1,898
5/8/2018
4/13/2021
Volume Development ‐ PM Peak Hour
3/4/2019
3/14/2019
8/17/2021
3.2-3
Page 2 of 2
Volume Development ‐ PM Peak Hour
8: Driveway 4 & Slover Av.
PHF:Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:1,070 354 1,424
2‐Axle:47 14 61
3‐Axle:14 9 24
4+‐Axle:43 22 65
2021 PCE: 00000001225 0 0 426 0 1,651
9: Cypress Av. & Slover Av.
PHF:0.959 4:45 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2018: 23 449 27 231 245 110 280 657 55 24 217 245 2,563
2018 2‐Axle: 11804334320098 82
2018 3‐Axle: 1300110120060 24
2018 4+‐Axle: 11010023800212 66
2021 PCE:28 490 28 245 258 119 298 811 57 25 287 266 2,912
10: Juniper Av. & Slover Av.
PHF:0.936 4:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
Existing 2021:551643177742507252361,531
2021 2‐Axle:10201012920141 51
2021 3‐Axle:0000000200080 28
2021 4+‐Axle:00100003310201 56
2021 PCE: 561683278867547258991,736
5/8/2018
8/17/2021
3.2-4
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 508 501 833 364 1196 561
Future Volume (vph) 508 501 833 364 1196 561
Turn Type Prot Perm NA Perm NA Free
Protected Phases 8 2 6
Permitted Phases 8 2 Free
Detector Phase 88226
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)26.6 26.6 26.6 26.6 26.6
Total Split (s)52.0 52.0 48.0 48.0 48.0
Total Split (%)52.0% 52.0% 48.0% 48.0% 48.0%
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Citrus Av. & I-10 WB Ramps
3.2-5
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 2
Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER
Lane Configurations
Traffic Volume (veh/h) 508 501 0 833 364 0 1196 561 0 0
Future Volume (veh/h) 508 501 0 833 364 0 1196 561 0 0
Initial Q (Qb), veh 00000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900
Adj Flow Rate, veh/h 540 321 0 886 377 0 1272 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, %00000000
Cap, veh/h 585 916 0 2992 907 0 2082
Arrive On Green 0.32 0.32 0.00 0.77 0.77 0.00 0.58 0.00
Sat Flow, veh/h 1810 2834 0 5358 1573 0 3705 1610
Grp Volume(v), veh/h 540 321 0 886 377 0 1272 0
Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1573 0 1805 1610
Q Serve(g_s), s 28.8 8.6 0.0 5.1 8.2 0.0 23.0 0.0
Cycle Q Clear(g_c), s 28.8 8.6 0.0 5.1 8.2 0.0 23.0 0.0
Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 585 916 0 2992 907 0 2082
V/C Ratio(X) 0.92 0.35 0.00 0.30 0.42 0.00 0.61
Avail Cap(c_a), veh/h 850 1332 0 2992 907 0 2082
HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 0.00 0.77 0.77 0.00 1.00 0.00
Uniform Delay (d), s/veh 32.6 25.8 0.0 5.5 5.9 0.0 13.8 0.0
Incr Delay (d2), s/veh 9.5 0.1 0.0 0.2 1.1 0.0 1.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 13.8 2.9 0.0 1.5 2.2 0.0 8.5 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 42.2 25.9 0.0 5.7 7.0 0.0 15.2 0.0
LnGrp LOS D C AAAAB
Approach Vol, veh/h 861 1263 1272 A
Approach Delay, s/veh 36.1 6.1 15.2
Approach LOS D A B
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 62.7 62.7 37.3
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 43.0 43.0 47.0
Max Q Clear Time (g_c+I1), s 10.2 25.0 30.8
Green Ext Time (p_c), s 4.8 5.6 1.5
Intersection Summary
HCM 6th Ctrl Delay 17.1
HCM 6th LOS B
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.
3.2-6
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 366 4 831 677 1027
Future Volume (vph) 366 4 831 677 1027
Turn Type Split NA NA Prot NA
Protected Phases 44216
Permitted Phases
Detector Phase 44216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 25.0 9.0 10.0
Total Split (s)32.0 32.0 39.0 29.0 68.0
Total Split (%)32.0% 32.0% 39.0% 29.0% 68.0%
Yellow Time (s)4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None C-Min None C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
3.2-7
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 366 4 320 00008313676771027 0
Future Volume (veh/h) 366 4 320 00008313676771027 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 398 4 247 0 903 273 736 1116 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 644 5 291 0 1779 536 789 2587 0
Arrive On Green 0.18 0.18 0.18 0.00 0.45 0.45 0.45 1.00 0.00
Sat Flow, veh/h 3510 26 1588 0 4110 1186 3510 3705 0
Grp Volume(v), veh/h 398 0 251 0 792 384 736 1116 0
Grp Sat Flow(s),veh/h/ln 1755 0 1614 0 1729 1667 1755 1805 0
Q Serve(g_s), s 10.4 0.0 15.0 0.0 16.3 16.4 19.9 0.0 0.0
Cycle Q Clear(g_c), s 10.4 0.0 15.0 0.0 16.3 16.4 19.9 0.0 0.0
Prop In Lane 1.00 0.98 0.00 0.71 1.00 0.00
Lane Grp Cap(c), veh/h 644 0 296 0 1562 753 789 2587 0
V/C Ratio(X)0.62 0.00 0.85 0.00 0.51 0.51 0.93 0.43 0.00
Avail Cap(c_a), veh/h 948 0 436 0 1562 753 878 2587 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.67 0.67 0.71 0.71 0.00
Uniform Delay (d), s/veh 37.6 0.0 39.5 0.0 19.5 19.5 26.8 0.0 0.0
Incr Delay (d2), s/veh 0.4 0.0 6.8 0.0 0.8 1.7 11.5 0.4 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.3 0.0 6.2 0.0 6.2 6.2 6.8 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 38.0 0.0 46.2 0.0 20.3 21.2 38.3 0.4 0.0
LnGrp LOS D A D A C C D A A
Approach Vol, veh/h 649 1176 1852
Approach Delay, s/veh 41.2 20.6 15.4
Approach LOS D C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 26.5 50.2 23.3 76.7
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0
Max Q Clear Time (g_c+I1), s 21.9 18.4 17.0 2.0
Green Ext Time (p_c), s 0.6 4.5 1.3 5.5
Intersection Summary
HCM 6th Ctrl Delay 21.6
HCM 6th LOS C
3.2-8
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 286 187 96 470 204 42 649 48 205 463
Future Volume (vph) 286 187 96 470 204 42 649 48 205 463
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7438 52 16
Permitted Phases 8 2
Detector Phase 7438852216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0
Minimum Split (s)10.0 38.3 10.0 41.3 41.3 10.0 41.9 41.9 12.0 36.9
Total Split (s)15.5 39.1 19.2 42.8 42.8 10.4 42.3 42.3 19.4 51.3
Total Split (%)12.9% 32.6% 16.0% 35.7% 35.7% 8.7% 35.3% 35.3% 16.2% 42.8%
Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9
Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 93.2
Natural Cycle: 110
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
3.2-9
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 286 187 20 96 470 204 42 649 48 205 463 605
Future Volume (veh/h) 286 187 20 96 470 204 42 649 48 205 463 605
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 333 217 17 112 547 181 49 755 23 238 538 565
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, %000000000000
Cap, veh/h 400 833 65 142 757 335 136 1248 546 314 715 630
Arrive On Green 0.11 0.25 0.25 0.08 0.21 0.21 0.04 0.35 0.35 0.09 0.40 0.40
Sat Flow, veh/h 3510 3393 264 1810 3610 1596 3510 3610 1579 3510 1805 1590
Grp Volume(v), veh/h 333 115 119 112 547 181 49 755 23 238 538 565
Grp Sat Flow(s),veh/h/ln 1755 1805 1851 1810 1805 1596 1755 1805 1579 1755 1805 1590
Q Serve(g_s), s 8.5 4.7 4.8 5.6 13.0 9.3 1.3 15.9 0.9 6.1 23.6 30.6
Cycle Q Clear(g_c), s 8.5 4.7 4.8 5.6 13.0 9.3 1.3 15.9 0.9 6.1 23.6 30.6
Prop In Lane 1.00 0.14 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 400 443 455 142 757 335 136 1248 546 314 715 630
V/C Ratio(X) 0.83 0.26 0.26 0.79 0.72 0.54 0.36 0.61 0.04 0.76 0.75 0.90
Avail Cap(c_a), veh/h 400 643 659 279 1431 633 206 1427 624 549 890 784
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 39.9 28.0 28.0 41.7 33.9 32.4 43.1 24.9 20.0 41.0 23.9 26.0
Incr Delay (d2), s/veh 13.1 0.1 0.1 3.7 0.5 0.5 0.6 0.3 0.0 1.4 2.0 9.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.2 1.9 2.0 2.5 5.4 3.4 0.5 6.3 0.3 2.6 9.5 12.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 53.0 28.1 28.1 45.4 34.4 32.9 43.7 25.2 20.0 42.4 26.0 36.0
LnGrp LOS DCCDCCDCCDCD
Approach Vol, veh/h 567 840 827 1341
Approach Delay, s/veh 42.7 35.5 26.2 33.1
Approach LOS DDCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.2 37.7 12.2 28.9 8.6 42.4 15.5 25.6
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 14.4 36.4 14.2 32.8 5.4 45.4 10.5 36.5
Max Q Clear Time (g_c+I1), s 8.1 17.9 7.6 6.8 3.3 32.6 10.5 15.0
Green Ext Time (p_c), s 0.2 3.0 0.0 0.7 0.0 3.8 0.0 2.4
Intersection Summary
HCM 6th Ctrl Delay 33.6
HCM 6th LOS C
3.2-10
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
5: Oleander Av. & Boyle Av/Driveway 2 09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 7
Intersection
Int Delay, s/veh 8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 118 71 0 0 92 15 46 0 10 0
Future Vol, veh/h 0 0 118 71 0 0 92 15 46 0 10 0
Conflicting Peds, #/hr 0 00000000003
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 0 157 95 0 0 123 20 61 0 13 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 313 343 16 389 313 51 16 0 0 81 0 0
Stage 1 16 16 - 297 297 -------
Stage 2 297 327 - 92 16 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 643 583 1069 574 606 1023 1615 - - 1529 - -
Stage 1 1009 886 - 716 671 -------
Stage 2 716 651 - 920 886 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 601 534 1066 459 555 1023 1610 - - 1529 - -
Mov Cap-2 Maneuver 601 534 - 459 555 -------
Stage 1 924 883 - 658 617 -------
Stage 2 658 598 - 784 883 -------
Approach EB WB NB SB
HCM Control Delay, s 9 14.9 4.5 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1610 - - 1066 459 1529 - -
HCM Lane V/C Ratio 0.076 - - 0.148 0.206 - - -
HCM Control Delay (s) 7.4 0 - 9 14.9 0 - -
HCM Lane LOS A A - A B A - -
HCM 95th %tile Q(veh) 0.2 - - 0.5 0.8 0 - -
3.2-11
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 8
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)20 312 290 685 96 5 27 122
Future Volume (vph)20 312 290 685 96 5 27 122
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9
Total Split (s)10.0 28.3 27.0 45.3 44.7 44.7 44.7 44.7
Total Split (%)10.0% 28.3% 27.0% 45.3% 44.7% 44.7% 44.7% 44.7%
Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 77.3
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Oleander Av. & Slover Av.
3.2-12
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 20 312 229 290 685 125 96 5 321 27 122 47
Future Volume (veh/h) 20 312 229 290 685 125 96 5 321 27 122 47
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 1.00 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 29 459 266 426 1007 134 141 7 268 40 179 56
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68
Percent Heavy Veh, %000000000000
Cap, veh/h 53 529 304 459 1492 198 307 12 473 261 412 129
Arrive On Green 0.03 0.24 0.24 0.25 0.47 0.47 0.30 0.30 0.30 0.30 0.30 0.30
Sat Flow, veh/h 1810 2171 1248 1810 3189 424 1138 41 1575 1122 1373 430
Grp Volume(v), veh/h 29 381 344 426 570 571 141 0 275 40 0 235
Grp Sat Flow(s),veh/h/ln 1810 1805 1613 1810 1805 1808 1138 0 1616 1122 0 1803
Q Serve(g_s), s 1.3 17.2 17.4 19.5 20.8 20.9 9.7 0.0 12.2 2.6 0.0 8.9
Cycle Q Clear(g_c), s 1.3 17.2 17.4 19.5 20.8 20.9 18.6 0.0 12.2 14.8 0.0 8.9
Prop In Lane 1.00 0.77 1.00 0.23 1.00 0.97 1.00 0.24
Lane Grp Cap(c), veh/h 53 440 393 459 845 846 307 0 485 261 0 541
V/C Ratio(X) 0.55 0.87 0.88 0.93 0.67 0.68 0.46 0.00 0.57 0.15 0.00 0.43
Avail Cap(c_a), veh/h 107 468 418 469 845 846 485 0 738 436 0 824
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 40.7 30.8 30.9 30.9 17.6 17.6 31.4 0.0 25.1 31.3 0.0 23.9
Incr Delay (d2), s/veh 3.3 14.8 17.3 24.1 2.0 2.0 0.4 0.0 0.4 0.1 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 8.7 8.1 10.9 7.9 8.0 2.5 0.0 4.4 0.7 0.0 3.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 44.0 45.6 48.2 55.0 19.5 19.6 31.8 0.0 25.4 31.4 0.0 24.1
LnGrp LOS D D D E B B C A C C A C
Approach Vol, veh/h 754 1567 416 275
Approach Delay, s/veh 46.7 29.2 27.6 25.2
Approach LOS DCCC
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 31.4 26.5 27.0 31.4 7.5 46.1
Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3
Max Green Setting (Gmax), s 38.8 22.0 22.0 38.8 5.0 39.0
Max Q Clear Time (g_c+I1), s 20.6 21.5 19.4 16.8 3.3 22.9
Green Ext Time (p_c), s 1.3 0.0 1.0 1.0 0.0 5.2
Intersection Summary
HCM 6th Ctrl Delay 33.0
HCM 6th LOS C
3.2-13
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Cypress Av. & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 10
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 266 337 39 554 155 54 310 147 345 483
Future Volume (vph) 266 337 39 554 155 54 310 147 345 483
Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov
Protected Phases 7438152167
Permitted Phases 8 6
Detector Phase 7438152167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 37.5 10.0
Total Split (s)12.0 38.3 12.0 38.3 10.0 10.0 39.7 10.0 39.7 12.0
Total Split (%)12.0% 38.3% 12.0% 38.3% 10.0% 10.0% 39.7% 10.0% 39.7% 12.0%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 81.5
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Cypress Av. & Slover Av.
3.2-14
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Cypress Av. & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 266 337 36 39 554 155 54 310 59 147 345 483
Future Volume (veh/h) 266 337 36 39 554 155 54 310 59 147 345 483
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 350 443 35 51 729 153 71 408 60 193 454 450
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, %000000000000
Cap, veh/h 299 1071 84 76 987 537 92 963 141 214 600 634
Arrive On Green 0.09 0.32 0.32 0.04 0.27 0.27 0.05 0.31 0.31 0.06 0.32 0.32
Sat Flow, veh/h 3510 3381 266 1810 3610 1607 1810 3153 460 3510 1900 1574
Grp Volume(v), veh/h 350 236 242 51 729 153 71 232 236 193 454 450
Grp Sat Flow(s),veh/h/ln 1755 1805 1842 1810 1805 1607 1810 1805 1809 1755 1900 1574
Q Serve(g_s), s 7.0 8.4 8.5 2.3 15.1 5.8 3.2 8.4 8.6 4.5 17.7 19.7
Cycle Q Clear(g_c), s 7.0 8.4 8.5 2.3 15.1 5.8 3.2 8.4 8.6 4.5 17.7 19.7
Prop In Lane 1.00 0.14 1.00 1.00 1.00 0.25 1.00 1.00
Lane Grp Cap(c), veh/h 299 572 584 76 987 537 92 551 552 214 600 634
V/C Ratio(X) 1.17 0.41 0.42 0.67 0.74 0.28 0.77 0.42 0.43 0.90 0.76 0.71
Avail Cap(c_a), veh/h 299 703 717 154 1406 724 110 734 735 214 772 777
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 37.6 22.1 22.1 38.8 27.2 20.1 38.5 22.7 22.8 38.4 25.3 20.7
Incr Delay (d2), s/veh 106.5 0.5 0.5 9.9 1.2 0.3 24.2 0.5 0.5 36.5 3.2 2.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.3 3.3 3.4 1.2 6.1 2.0 2.0 3.4 3.4 2.9 7.7 6.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 144.1 22.5 22.6 48.7 28.4 20.4 62.8 23.3 23.3 74.8 28.5 23.0
LnGrp LOS F CCDCCECCECC
Approach Vol, veh/h 828 933 539 1097
Approach Delay, s/veh 73.9 28.2 28.5 34.4
Approach LOS E C C C
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 31.4 8.4 32.3 9.2 32.2 12.0 28.8
Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3
Max Green Setting (Gmax), s 5.0 33.4 7.0 32.0 5.0 33.4 7.0 32.0
Max Q Clear Time (g_c+I1), s 6.5 10.6 4.3 10.5 5.2 21.7 9.0 17.1
Green Ext Time (p_c), s 0.0 2.5 0.0 2.5 0.0 3.4 0.0 4.4
Intersection Summary
HCM 6th Ctrl Delay 41.4
HCM 6th LOS D
3.2-15
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
11: Juniper & Slover Av.09/23/2021
Existing (2021) - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 12
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 411 40 70 560 18 35 0 54 12 1 11
Future Vol, veh/h 16 411 40 70 560 18 35 0 54 12 1 11
Conflicting Peds, #/hr 0 01000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 150 - - 100 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 00000000000
Mvmt Flow 18 457 44 78 622 20 39 0 60 13 1 12
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 642 0 0 502 0 0 984 1314 252 1053 1326 321
Stage 1 ------516516-788788-
Stage 2 ------468798-265538-
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 ------6.55.5-6.55.5-
Critical Hdwy Stg 2 ------6.55.5-6.55.5-
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 952 - - 1073 - - 206 160 754 183 157 681
Stage 1 ------515538-355405-
Stage 2 ------550401-723526-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 952 - - 1072 - - 187 145 753 157 143 681
Mov Cap-2 Maneuver ------187145-157143-
Stage 1 ------505527-348375-
Stage 2 ------499372-653515-
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.9 19.6 21.8
HCM LOS C C
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)344 952 - - 1072 - - 241
HCM Lane V/C Ratio 0.287 0.019 - - 0.073 - - 0.111
HCM Control Delay (s) 19.6 8.9 - - 8.6 - - 21.8
HCM Lane LOS C A - - A - - C
HCM 95th %tile Q(veh) 1.2 0.1 - - 0.2 - - 0.4
3.2-16
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 303 492 1208 349 912 480
Future Volume (vph) 303 492 1208 349 912 480
Turn Type Prot Perm NA Perm NA Free
Protected Phases 8 2 6
Permitted Phases 8 2 Free
Detector Phase 88226
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)26.6 26.6 26.6 26.6 26.6
Total Split (s)53.6 53.6 36.4 36.4 36.4
Total Split (%)59.6% 59.6% 40.4% 40.4% 40.4%
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 1: Citrus Av. & I-10 WB Ramps
3.2-17
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 2
Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER
Lane Configurations
Traffic Volume (veh/h) 303 492 0 1208 349 0 912 480 0 0
Future Volume (veh/h) 303 492 0 1208 349 0 912 480 0 0
Initial Q (Qb), veh 00000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900
Adj Flow Rate, veh/h 319 356 0 1272 331 0 960 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, %00000000
Cap, veh/h 373 585 0 3541 1096 0 2464
Arrive On Green 0.21 0.21 0.00 1.00 1.00 0.00 0.68 0.00
Sat Flow, veh/h 1810 2834 0 5358 1605 0 3705 1610
Grp Volume(v), veh/h 319 356 0 1272 331 0 960 0
Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1605 0 1805 1610
Q Serve(g_s), s 15.3 10.3 0.0 0.0 0.0 0.0 10.3 0.0
Cycle Q Clear(g_c), s 15.3 10.3 0.0 0.0 0.0 0.0 10.3 0.0
Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 373 585 0 3541 1096 0 2464
V/C Ratio(X) 0.85 0.61 0.00 0.36 0.30 0.00 0.39
Avail Cap(c_a), veh/h 977 1530 0 3541 1096 0 2464
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 0.00 0.49 0.49 0.00 1.00 0.00
Uniform Delay (d), s/veh 34.4 32.4 0.0 0.0 0.0 0.0 6.2 0.0
Incr Delay (d2), s/veh 2.2 0.4 0.0 0.1 0.3 0.0 0.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.8 3.5 0.0 0.0 0.1 0.0 3.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.6 32.8 0.0 0.1 0.3 0.0 6.6 0.0
LnGrp LOS D C AAAAA
Approach Vol, veh/h 675 1603 960 A
Approach Delay, s/veh 34.6 0.2 6.6
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 66.4 66.4 23.6
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 31.4 31.4 48.6
Max Q Clear Time (g_c+I1), s 2.0 12.3 17.3
Green Ext Time (p_c), s 7.0 4.0 1.3
Intersection Summary
HCM 6th Ctrl Delay 9.3
HCM 6th LOS A
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.
3.2-18
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 483 5 1073 577 638
Future Volume (vph) 483 5 1073 577 638
Turn Type Split NA NA Prot NA
Protected Phases 44216
Permitted Phases
Detector Phase 44216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 25.0 9.0 10.0
Total Split (s)40.0 40.0 27.0 23.0 50.0
Total Split (%)44.4% 44.4% 30.0% 25.6% 55.6%
Yellow Time (s)4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None C-Min None C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
3.2-19
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 483 5 201 00001073 580 577 638 0
Future Volume (veh/h) 483 5 201 00001073 580 577 638 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 514 5 131 0 1141 433 614 679 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 626 11 278 0 1748 663 674 2565 0
Arrive On Green 0.18 0.18 0.18 0.00 0.47 0.47 0.38 1.00 0.00
Sat Flow, veh/h 3510 60 1560 0 3858 1398 3510 3705 0
Grp Volume(v), veh/h 514 0 136 0 1070 504 614 679 0
Grp Sat Flow(s),veh/h/ln 1755 0 1619 0 1729 1627 1755 1805 0
Q Serve(g_s), s 12.7 0.0 6.8 0.0 21.2 21.2 14.9 0.0 0.0
Cycle Q Clear(g_c), s 12.7 0.0 6.8 0.0 21.2 21.2 14.9 0.0 0.0
Prop In Lane 1.00 0.96 0.00 0.86 1.00 0.00
Lane Grp Cap(c), veh/h 626 0 289 0 1640 771 674 2565 0
V/C Ratio(X)0.82 0.00 0.47 0.00 0.65 0.65 0.91 0.26 0.00
Avail Cap(c_a), veh/h 1365 0 630 0 1640 771 741 2565 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.29 0.29 0.92 0.92 0.00
Uniform Delay (d), s/veh 35.6 0.0 33.2 0.0 18.0 18.0 27.0 0.0 0.0
Incr Delay (d2), s/veh 1.0 0.0 0.4 0.0 0.6 1.3 13.1 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/ln 5.2 0.0 2.6 0.0 7.6 7.3 5.7 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.6 0.0 33.6 0.0 18.6 19.3 40.1 0.2 0.0
LnGrp LOS D A C A B B D A A
Approach Vol, veh/h 650 1574 1293
Approach Delay, s/veh 36.0 18.8 19.2
Approach LOS D B B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 21.3 47.7 21.1 68.9
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0
Max Q Clear Time (g_c+I1), s 16.9 23.2 14.7 2.0
Green Ext Time (p_c), s 0.3 0.0 1.4 2.9
Intersection Summary
HCM 6th Ctrl Delay 22.1
HCM 6th LOS C
3.2-20
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 645 850 65 259 198 30 682 104 226 338
Future Volume (vph) 645 850 65 259 198 30 682 104 226 338
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7438 52 16
Permitted Phases 8 2
Detector Phase 7438852216
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0
Minimum Split (s)10.0 39.3 10.0 38.3 38.3 10.0 41.9 41.9 12.0 36.9
Total Split (s)19.0 47.3 14.5 42.8 42.8 10.8 43.2 43.2 15.0 47.4
Total Split (%)15.8% 39.4% 12.1% 35.7% 35.7% 9.0% 36.0% 36.0% 12.5% 39.5%
Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9
Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 92.5
Natural Cycle: 115
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
3.2-21
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 645 850 28 65 259 198 30 682 104 226 338 279
Future Volume (veh/h) 645 850 28 65 259 198 30 682 104 226 338 279
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 672 885 2 68 270 161 31 710 43 235 352 198
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 670 1090 2 93 560 249 112 932 408 326 716 395
Arrive On Green 0.19 0.30 0.30 0.05 0.16 0.16 0.03 0.26 0.26 0.09 0.32 0.32
Sat Flow, veh/h 3510 3695 8 1810 3610 1607 3510 3610 1580 3510 2243 1239
Grp Volume(v), veh/h 672 432 455 68 270 161 31 710 43 235 282 268
Grp Sat Flow(s),veh/h/ln 1755 1805 1898 1810 1805 1607 1755 1805 1580 1755 1805 1677
Q Serve(g_s), s 14.0 16.3 16.3 2.7 5.0 6.9 0.6 13.3 1.5 4.8 9.2 9.5
Cycle Q Clear(g_c), s 14.0 16.3 16.3 2.7 5.0 6.9 0.6 13.3 1.5 4.8 9.2 9.5
Prop In Lane 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.74
Lane Grp Cap(c), veh/h 670 532 560 93 560 249 112 932 408 326 576 535
V/C Ratio(X) 1.00 0.81 0.81 0.73 0.48 0.65 0.28 0.76 0.11 0.72 0.49 0.50
Avail Cap(c_a), veh/h 670 1010 1062 235 1798 800 278 1837 804 479 1022 949
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 29.7 24.0 24.0 34.3 28.3 29.1 34.7 25.1 20.7 32.3 20.1 20.2
Incr Delay (d2), s/veh 35.3 1.2 1.1 4.2 0.2 1.0 0.5 0.5 0.0 1.1 0.2 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.6 6.3 6.6 1.2 2.0 2.5 0.3 5.2 0.5 1.9 3.5 3.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 65.0 25.1 25.1 38.5 28.5 30.1 35.1 25.6 20.8 33.5 20.4 20.5
LnGrp LOS F CCDCCDCCCCC
Approach Vol, veh/h 1559 499 784 785
Approach Delay, s/veh 42.3 30.4 25.7 24.3
Approach LOS DCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 11.8 24.8 8.7 27.9 7.3 29.3 19.0 17.7
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 10.0 37.3 9.5 41.0 5.8 41.5 14.0 36.5
Max Q Clear Time (g_c+I1), s 6.8 15.3 4.7 18.3 2.6 11.5 16.0 8.9
Green Ext Time (p_c), s 0.1 2.9 0.0 3.1 0.0 1.9 0.0 1.2
Intersection Summary
HCM 6th Ctrl Delay 33.2
HCM 6th LOS C
3.2-22
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
5: Oleander Av. & Boyle Av/Driveway 2 09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 7
Intersection
Int Delay, s/veh 6.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 41 18 2 0 39 9 17 1 6 0
Future Vol, veh/h 0 0 41 18 2 0 39 9 17 1 6 0
Conflicting Peds, #/hr 0 00000001001
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 0 46 20 2 0 43 10 19 1 7 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 117 126 8 139 117 21 8 0 0 30 0 0
Stage 1 10 10 - 107 107 -------
Stage 2 107 116 - 32 10 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 864 768 1080 836 777 1062 1625 - - 1596 - -
Stage 1 1016 891 - 903 811 -------
Stage 2 903 803 - 990 891 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 843 745 1079 782 754 1061 1623 - - 1594 - -
Mov Cap-2 Maneuver 843 745 - 782 754 -------
Stage 1 988 889 - 878 788 -------
Stage 2 876 781 - 947 889 -------
Approach EB WB NB SB
HCM Control Delay, s 8.5 9.8 4.4 1
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1623 - - 1079 779 1594 - -
HCM Lane V/C Ratio 0.027 - - 0.042 0.029 0.001 - -
HCM Control Delay (s) 7.3 0 - 8.5 9.8 7.3 0 -
HCM Lane LOS A A -AAAA -
HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0 - -
3.2-23
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 8
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)39 1126 53 354 52 5 23 7
Future Volume (vph)39 1126 53 354 52 5 23 7
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9
Total Split (s)11.0 40.8 10.0 39.8 44.2 44.2 44.2 44.2
Total Split (%)11.6% 42.9% 10.5% 41.9% 46.5% 46.5% 46.5% 46.5%
Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 95
Actuated Cycle Length: 64.5
Natural Cycle: 95
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Oleander Av. & Slover Av.
3.2-24
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 39 1126 109 53 354 19 52 5 77 23 7 35
Future Volume (veh/h) 39 1126 109 53 354 19 52 5 77 23 7 35
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 42 1224 96 58 385 20 57 5 61 25 8 29
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %000000000000
Cap, veh/h 80 1594 125 100 1678 87 297 16 195 270 47 169
Arrive On Green 0.04 0.47 0.47 0.06 0.48 0.48 0.13 0.13 0.13 0.13 0.13 0.13
Sat Flow, veh/h 1810 3391 266 1810 3487 181 1393 123 1506 1357 360 1305
Grp Volume(v), veh/h 42 650 670 58 199 206 57 0 66 25 0 37
Grp Sat Flow(s),veh/h/ln 1810 1805 1852 1810 1805 1863 1393 0 1629 1357 0 1665
Q Serve(g_s), s 1.1 14.9 15.0 1.6 3.2 3.2 1.9 0.0 1.8 0.8 0.0 1.0
Cycle Q Clear(g_c), s 1.1 14.9 15.0 1.6 3.2 3.2 2.9 0.0 1.8 2.7 0.0 1.0
Prop In Lane 1.00 0.14 1.00 0.10 1.00 0.92 1.00 0.78
Lane Grp Cap(c), veh/h 80 848 870 100 869 896 297 0 211 270 0 216
V/C Ratio(X) 0.52 0.77 0.77 0.58 0.23 0.23 0.19 0.00 0.31 0.09 0.00 0.17
Avail Cap(c_a), veh/h 218 1249 1282 181 1213 1252 1187 0 1251 1137 0 1279
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 23.3 10.9 11.0 23.0 7.5 7.5 20.6 0.0 19.7 20.9 0.0 19.3
Incr Delay (d2), s/veh 2.0 1.3 1.3 2.0 0.1 0.1 0.1 0.0 0.3 0.1 0.0 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.5 4.2 4.3 0.6 0.8 0.9 0.5 0.0 0.6 0.3 0.0 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 25.3 12.3 12.3 24.9 7.6 7.6 20.7 0.0 20.0 21.0 0.0 19.5
LnGrp LOS C B B C A A C A B C A B
Approach Vol, veh/h 1362 463 123 62
Approach Delay, s/veh 12.7 9.8 20.3 20.1
Approach LOS B A C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 12.4 7.8 29.7 12.4 7.2 30.3
Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3
Max Green Setting (Gmax), s 38.3 5.0 34.5 38.3 6.0 33.5
Max Q Clear Time (g_c+I1), s 4.9 3.6 17.0 4.7 3.1 5.2
Green Ext Time (p_c), s 0.3 0.0 6.5 0.2 0.0 1.7
Intersection Summary
HCM 6th Ctrl Delay 12.7
HCM 6th LOS B
3.2-25
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Cypress Av. & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 10
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 298 811 25 287 266 28 490 245 258 119
Future Volume (vph) 298 811 25 287 266 28 490 245 258 119
Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov
Protected Phases 7438152167
Permitted Phases 8 6
Detector Phase 7438152167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 38.5 10.0
Total Split (s)20.0 38.3 20.0 38.3 20.0 20.0 38.7 20.0 38.7 20.0
Total Split (%)17.1% 32.7% 17.1% 32.7% 17.1% 17.1% 33.1% 17.1% 33.1% 17.1%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 117
Actuated Cycle Length: 85.2
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Cypress Av. & Slover Av.
3.2-26
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Cypress Av. & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 298 811 57 25 287 266 28 490 28 245 258 119
Future Volume (veh/h) 298 811 57 25 287 266 28 490 28 245 258 119
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 310 845 49 26 299 211 29 510 26 255 269 85
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 433 1103 64 52 807 531 56 739 38 374 545 659
Arrive On Green 0.12 0.32 0.32 0.03 0.22 0.22 0.03 0.21 0.21 0.11 0.29 0.29
Sat Flow, veh/h 3510 3468 201 1810 3610 1608 1810 3495 178 3510 1900 1607
Grp Volume(v), veh/h 310 440 454 26 299 211 29 263 273 255 269 85
Grp Sat Flow(s),veh/h/ln 1755 1805 1864 1810 1805 1608 1810 1805 1868 1755 1900 1607
Q Serve(g_s), s 5.7 14.8 14.8 1.0 4.7 6.8 1.1 9.1 9.1 4.7 7.9 2.2
Cycle Q Clear(g_c), s 5.7 14.8 14.8 1.0 4.7 6.8 1.1 9.1 9.1 4.7 7.9 2.2
Prop In Lane 1.00 0.11 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 433 574 593 52 807 531 56 381 395 374 545 659
V/C Ratio(X) 0.72 0.77 0.77 0.50 0.37 0.40 0.52 0.69 0.69 0.68 0.49 0.13
Avail Cap(c_a), veh/h 782 857 885 403 1715 935 403 868 898 782 914 971
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 28.4 20.7 20.7 32.2 22.1 17.4 32.1 24.5 24.5 29.0 20.0 12.4
Incr Delay (d2), s/veh 2.2 2.4 2.3 7.4 0.3 0.5 7.1 2.2 2.2 2.2 0.7 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.3 5.7 5.9 0.5 1.8 2.2 0.5 3.7 3.8 1.9 3.2 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.6 23.1 23.0 39.6 22.4 17.9 39.3 26.7 26.7 31.2 20.7 12.5
LnGrp LOS CCCDCBDCCCCB
Approach Vol, veh/h 1204 536 565 609
Approach Delay, s/veh 25.0 21.5 27.4 23.9
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 12.2 20.5 6.9 27.7 7.1 25.6 13.3 21.4
Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3
Max Green Setting (Gmax), s 15.0 32.4 15.0 32.0 15.0 32.4 15.0 32.0
Max Q Clear Time (g_c+I1), s 6.7 11.1 3.0 16.8 3.1 9.9 7.7 8.8
Green Ext Time (p_c), s 0.5 2.8 0.0 4.6 0.0 1.6 0.6 2.4
Intersection Summary
HCM 6th Ctrl Delay 24.6
HCM 6th LOS C
3.2-27
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
11: Juniper & Slover Av.09/23/2021
Existing (2021) - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 12
Intersection
Int Delay, s/veh 7.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 8 867 54 72 589 9 56 1 68 3 2 7
Future Vol, veh/h 8 867 54 72 589 9 56 1 68 3 2 7
Conflicting Peds, #/hr 0 03002000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 150 - - 100 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00000000000
Mvmt Flow 9 922 57 77 627 10 60 1 72 3 2 7
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 639 0 0 982 0 0 1441 1765 493 1268 1788 321
Stage 1 ------972972-788788-
Stage 2 ------469793-4801000 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 ------6.55.5-6.55.5-
Critical Hdwy Stg 2 ------6.55.5-6.55.5-
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 955 - - 711 - - 95 85 527 127 82 681
Stage 1 ------275333-355405-
Stage 2 ------549403-541324-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 953 - - 709 - - 83 75 525 98 72 680
Mov Cap-2 Maneuver ------8375-9872-
Stage 1 ------272329-351360-
Stage 2 ------481358-461320-
Approach EB WB NB SB
HCM Control Delay, s 0.1 1.1 99.4 27.2
HCM LOS F D
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)153 953 - - 709 - - 175
HCM Lane V/C Ratio 0.869 0.009 - - 0.108 - - 0.073
HCM Control Delay (s) 99.4 8.8 - - 10.7 - - 27.2
HCM Lane LOS F A - - B - - D
HCM 95th %tile Q(veh) 5.9 0 - - 0.4 - - 0.2
3.2-28
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 3.3:
EXISTING (2021) CONDITIONS TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Existing (2021) Conditions - Weekday AM Peak Hour
Major Street Name =Oleander Avenue Total of Both Approaches (VPH) =146
Number of Approach Lanes Major Street =1
Minor Street Name =Boyle Avenue/Driveway 2 High Volume Approach (VPH) =88
Number of Approach Lanes Minor Street =1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)
SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes
and 75 vph applies as the lower threshold for a minor-street approach with one lane
0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
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Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor)
2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
3.3-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = Existing (2021) Conditions - Weekday PM Peak Hour
Major Street Name =Slover Avenue Total of Both Approaches (VPH) =1400
Number of Approach Lanes Major Street =2
Minor Street Name =Juniper Avenue High Volume Approach (VPH) =120
Number of Approach Lanes Minor Street =1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)
WARRANTED FOR A SIGNAL
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes
and 75 vph applies as the lower threshold for a minor-street approach with one lane
13
0
0
120
0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
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Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor)
2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
3.3-2
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-11 TS Report
APPENDIX 5.1:
OPENING YEAR (2023) WITHOUT PROJECT CONDITIONS INTERSECTION OPERATIONS
ANALYSIS WORKSHEETS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-11 TS Report
This Page Intentionally Left Blank
Page 1 of 1
1: Citrus Av. & I-10 WB Ramps
PHF:0.935 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 874 487 0 1,315 575 0 0 0 774 0 513 4,538
2: Citrus Av. & I-10 EB Ramps
PHF:0.922 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 988 433 694 1,432 0 374 4 823 0 0 0 4,747
3: Citrus Av. & Slover Av.
PHF:0.865 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:54 821 79 445 1,095 819 320 235 63 110 506 264 4,812
4: Oleander Av. & Driveway 1
PHF:7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 15 0 0 10 0000000 26
5: Oleander Av. & Boyle Av./Drw 2
PHF:0.750 7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:107 15 48 0 10 0 0 0 125 72 0 0 378
6: Oleander Av. & Driveway 3
PHF:7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 157 0 0 205 0000000 362
7: Oleander Av. & Slover Av.
PHF:0.683 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:98 5 328 30 125 50 28 596 234 297 778 135 2,702
8: Driveway 4 & Slover Av.
PHF:Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0000000954001,208 0 2,162
9: Cypress Av. & Slover Av.
PHF:0.759 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:56 318 61 159 355 495 272 623 38 42 650 165 3,235
10: Juniper Av. & Slover Av.
PHF:0.899 7:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:39 0 57 61 1 25 160 709 48 78 665 26 1,868
3/14/2019
3/14/2019
8/17/2021
Volume Development - AM Peak Hour
3/4/2019
5/8/2018
5/8/2018
4/13/2021
5.1-1
Page 1 of 1
1: Citrus Av. & I-10 WB Ramps
PHF:0.953 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 1,289 615 0 964 492 0 0 0 383 0 505 4,248
2: Citrus Av. & I-10 EB Ramps
PHF:0.936 4:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 1,405 667 591 758 0 495 5 356 0 0 0 4,276
3: Citrus Av. & Slover Av.
PHF:0.957 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:71 1,031 125 380 554 319 693 920 42 96 324 435 4,991
4: Oleander Av. & Driveway 1
PHF:SBL Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 10 0070000000 17
5: Oleander Av. & Boyle Av./Drw 2
PHF:0.895 5:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:47 10 17 16000551830 157
6: Oleander Av. & Driveway 3
PHF:0:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:0 66 0 0 67 0000000 134
7: Oleander Av. & Slover Av.
PHF:0.921 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:53 5 78 30 7 42 44 1,340 111 55 644 24 2,434
8: Driveway 4 & Slover Av.
PHF:Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:00000001,448 0 0 721 0 2,169
9: Cypress Av. & Slover Av.
PHF:0.959 4:45 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:30 505 31 265 265 121 305 1,023 58 26 577 287 3,495
10: Juniper Av. & Slover Av.
PHF:0.936 4:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 NP:65 1 77 216 2 66 99 1,097 59 77 903 12 2,675
8/17/2021
8/17/2021
Volume Development - PM Peak Hour
3/4/2019
3/14/2019
4/13/2021
5/8/2018
5/8/2018
5.1-2
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 774 513 874 487 1315 575
Future Volume (vph) 774 513 874 487 1315 575
Turn Type Prot Perm NA Perm NA Free
Protected Phases 8 2 6
Permitted Phases 8 2 Free
Detector Phase 88226
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)26.6 26.6 26.6 26.6 26.6
Total Split (s)52.0 52.0 48.0 48.0 48.0
Total Split (%)52.0% 52.0% 48.0% 48.0% 48.0%
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 1: Citrus Av. & I-10 WB Ramps
5.1-3
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 2
Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER
Lane Configurations
Traffic Volume (veh/h) 774 513 0 874 487 0 1315 575 0 0
Future Volume (veh/h) 774 513 0 874 487 0 1315 575 0 0
Initial Q (Qb), veh 00000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900
Adj Flow Rate, veh/h 823 334 0 930 508 0 1399 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, %00000000
Cap, veh/h 845 1323 0 2247 681 0 1564
Arrive On Green 0.47 0.47 0.00 0.58 0.58 0.00 0.43 0.00
Sat Flow, veh/h 1810 2834 0 5358 1571 0 3705 1610
Grp Volume(v), veh/h 823 334 0 930 508 0 1399 0
Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1571 0 1805 1610
Q Serve(g_s), s 44.5 7.1 0.0 10.0 24.0 0.0 35.9 0.0
Cycle Q Clear(g_c), s 44.5 7.1 0.0 10.0 24.0 0.0 35.9 0.0
Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 845 1323 0 2247 681 0 1564
V/C Ratio(X) 0.97 0.25 0.00 0.41 0.75 0.00 0.89
Avail Cap(c_a), veh/h 850 1332 0 2247 681 0 1564
HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 0.00 0.53 0.53 0.00 1.00 0.00
Uniform Delay (d), s/veh 26.1 16.1 0.0 14.1 17.1 0.0 26.2 0.0
Incr Delay (d2), s/veh 24.4 0.0 0.0 0.3 4.0 0.0 8.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 23.7 2.3 0.0 3.3 7.0 0.0 15.7 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.5 16.1 0.0 14.4 21.1 0.0 34.6 0.0
LnGrp LOS D B A B C A C
Approach Vol, veh/h 1157 1438 1399
Approach Delay, s/veh 40.6 16.8 34.6
Approach LOS D B C
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 48.3 48.3 51.7
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 43.0 43.0 47.0
Max Q Clear Time (g_c+I1), s 26.0 37.9 46.5
Green Ext Time (p_c), s 4.8 2.9 0.2
Intersection Summary
HCM 6th Ctrl Delay 29.9
HCM 6th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.
5.1-4
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 374 4 988 694 1432
Future Volume (vph) 374 4 988 694 1432
Turn Type Split NA NA Prot NA
Protected Phases 44216
Permitted Phases
Detector Phase 44216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 25.0 9.0 10.0
Total Split (s)32.0 32.0 39.0 29.0 68.0
Total Split (%)32.0% 32.0% 39.0% 29.0% 68.0%
Yellow Time (s)4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None C-Min None C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 120
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
5.1-5
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 374 4 823 00009884336941432 0
Future Volume (veh/h) 374 4 823 00009884336941432 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 407 4 794 0 1074 345 754 1557 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 948 2 433 0 1396 448 805 2274 0
Arrive On Green 0.27 0.27 0.27 0.00 0.36 0.36 0.46 1.00 0.00
Sat Flow, veh/h 3510 8 1603 0 4041 1243 3510 3705 0
Grp Volume(v), veh/h 407 0 798 0 960 459 754 1557 0
Grp Sat Flow(s),veh/h/ln 1755 0 1611 0 1729 1655 1755 1805 0
Q Serve(g_s), s 9.6 0.0 27.0 0.0 24.6 24.6 20.4 0.0 0.0
Cycle Q Clear(g_c), s 9.6 0.0 27.0 0.0 24.6 24.6 20.4 0.0 0.0
Prop In Lane 1.00 0.99 0.00 0.75 1.00 0.00
Lane Grp Cap(c), veh/h 948 0 435 0 1247 597 805 2274 0
V/C Ratio(X)0.43 0.00 1.83 0.00 0.77 0.77 0.94 0.68 0.00
Avail Cap(c_a), veh/h 948 0 435 0 1247 597 878 2274 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.45 0.45 0.33 0.33 0.00
Uniform Delay (d), s/veh 30.1 0.0 36.5 0.0 28.3 28.3 26.4 0.0 0.0
Incr Delay (d2), s/veh 0.1 0.0 384.3 0.0 2.1 4.3 6.6 0.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 0.0 56.4 0.0 9.8 9.7 6.3 0.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.3 0.0 420.8 0.0 30.4 32.6 33.0 0.6 0.0
LnGrp LOS C A F A C C C A A
Approach Vol, veh/h 1205 1419 2311
Approach Delay, s/veh 288.9 31.1 11.1
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 26.9 41.1 32.0 68.0
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0
Max Q Clear Time (g_c+I1), s 22.4 26.6 29.0 2.0
Green Ext Time (p_c), s 0.5 3.7 0.0 9.5
Intersection Summary
HCM 6th Ctrl Delay 84.7
HCM 6th LOS F
5.1-6
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 320 235 110 506 264 54 821 79 445 1095
Future Volume (vph) 320 235 110 506 264 54 821 79 445 1095
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7438 52 16
Permitted Phases 8 2
Detector Phase 7438852216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0
Minimum Split (s)10.0 38.3 10.0 41.3 41.3 10.0 41.9 41.9 12.0 36.9
Total Split (s)15.5 39.1 19.2 42.8 42.8 10.4 42.3 42.3 19.4 51.3
Total Split (%)12.9% 32.6% 16.0% 35.7% 35.7% 8.7% 35.3% 35.3% 16.2% 42.8%
Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9
Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 104.8
Natural Cycle: 150
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
5.1-7
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 320 235 63 110 506 264 54 821 79 445 1095 819
Future Volume (veh/h) 320 235 63 110 506 264 54 821 79 445 1095 819
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 372 273 67 128 588 251 63 955 59 517 1273 814
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, %000000000000
Cap, veh/h 352 656 158 157 773 342 141 1213 531 483 954 546
Arrive On Green 0.10 0.23 0.23 0.09 0.21 0.21 0.04 0.34 0.34 0.14 0.43 0.43
Sat Flow, veh/h 3510 2882 695 1810 3610 1597 3510 3610 1579 3510 2201 1258
Grp Volume(v), veh/h 372 169 171 128 588 251 63 955 59 517 1017 1070
Grp Sat Flow(s),veh/h/ln 1755 1805 1772 1810 1805 1597 1755 1805 1579 1755 1805 1655
Q Serve(g_s), s 10.5 8.4 8.6 7.3 16.0 15.4 1.8 25.0 2.7 14.4 45.4 45.4
Cycle Q Clear(g_c), s 10.5 8.4 8.6 7.3 16.0 15.4 1.8 25.0 2.7 14.4 45.4 45.4
Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 0.76
Lane Grp Cap(c), veh/h 352 411 403 157 773 342 141 1213 531 483 783 717
V/C Ratio(X) 1.06 0.41 0.42 0.81 0.76 0.73 0.45 0.79 0.11 1.07 1.30 1.49
Avail Cap(c_a), veh/h 352 565 555 245 1258 556 181 1255 549 483 783 717
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 47.1 34.5 34.6 47.0 38.6 38.4 49.1 31.4 24.0 45.2 29.7 29.7
Incr Delay (d2), s/veh 63.8 0.2 0.3 5.7 0.6 1.2 0.8 3.0 0.0 61.3 144.0 228.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.5 3.6 3.6 3.4 6.8 5.9 0.8 10.7 1.0 10.1 49.2 61.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 110.9 34.7 34.8 52.6 39.2 39.5 50.0 34.4 24.0 106.5 173.7 258.4
LnGrp LOS F CCDDDDCCFFF
Approach Vol, veh/h 712 967 1077 2604
Approach Delay, s/veh 74.5 41.1 34.7 195.2
Approach LOS E D C F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.4 41.1 14.1 30.1 9.2 51.3 15.5 28.7
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 14.4 36.4 14.2 32.8 5.4 45.4 10.5 36.5
Max Q Clear Time (g_c+I1), s 16.4 27.0 9.3 10.6 3.8 47.4 12.5 18.0
Green Ext Time (p_c), s 0.0 3.0 0.0 1.1 0.0 0.0 0.0 2.6
Intersection Summary
HCM 6th Ctrl Delay 119.1
HCM 6th LOS F
5.1-8
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
5: Oleander Av. & Boyle Av/Driveway 2 09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 8
Intersection
Int Delay, s/veh 8.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 125 72 0 0 107 15 48 0 10 0
Future Vol, veh/h 0 0 125 72 0 0 107 15 48 0 10 0
Conflicting Peds, #/hr 0 00000000003
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 0 167 96 0 0 143 20 64 0 13 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 354 386 16 435 354 52 16 0 0 84 0 0
Stage 1 16 16 - 338 338 -------
Stage 2 338 370 - 97 16 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 605 551 1069 535 574 1021 1615 - - 1526 - -
Stage 1 1009 886 - 681 644 -------
Stage 2 681 624 - 914 886 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 560 498 1066 419 518 1021 1610 - - 1526 - -
Mov Cap-2 Maneuver 560 498 - 419 518 -------
Stage 1 911 883 - 617 583 -------
Stage 2 617 565 - 771 883 -------
Approach EB WB NB SB
HCM Control Delay, s 9 16.1 4.7 0
HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1610 - - 1066 419 1526 - -
HCM Lane V/C Ratio 0.089 - - 0.156 0.229 - - -
HCM Control Delay (s) 7.5 0 - 9 16.1 0 - -
HCM Lane LOS A A - A C A - -
HCM 95th %tile Q(veh) 0.3 - - 0.6 0.9 0 - -
5.1-9
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 10
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)28 596 297 778 98 5 30 125
Future Volume (vph)28 596 297 778 98 5 30 125
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9
Total Split (s)10.0 28.3 27.0 45.3 44.7 44.7 44.7 44.7
Total Split (%)10.0% 28.3% 27.0% 45.3% 44.7% 44.7% 44.7% 44.7%
Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 79.8
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Oleander Av. & Slover Av.
5.1-10
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 28 596 234 297 778 135 98 5 328 30 125 50
Future Volume (veh/h) 28 596 234 297 778 135 98 5 328 30 125 50
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 1.00 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 41 876 273 437 1144 149 144 7 278 44 184 61
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68
Percent Heavy Veh, %000000000000
Cap, veh/h 65 672 209 454 1489 193 299 12 477 252 409 135
Arrive On Green 0.04 0.25 0.25 0.25 0.47 0.47 0.30 0.30 0.30 0.30 0.30 0.30
Sat Flow, veh/h 1810 2680 834 1810 3199 415 1128 40 1577 1112 1351 448
Grp Volume(v), veh/h 41 589 560 437 644 649 144 0 285 44 0 245
Grp Sat Flow(s),veh/h/ln 1810 1805 1709 1810 1805 1809 1128 0 1616 1112 0 1799
Q Serve(g_s), s 2.0 22.0 22.0 20.9 26.0 26.2 10.4 0.0 13.1 3.1 0.0 9.6
Cycle Q Clear(g_c), s 2.0 22.0 22.0 20.9 26.0 26.2 20.0 0.0 13.1 16.2 0.0 9.6
Prop In Lane 1.00 0.49 1.00 0.23 1.00 0.98 1.00 0.25
Lane Grp Cap(c), veh/h 65 453 429 454 840 842 299 0 489 252 0 544
V/C Ratio(X) 0.63 1.30 1.31 0.96 0.77 0.77 0.48 0.00 0.58 0.17 0.00 0.45
Avail Cap(c_a), veh/h 103 453 429 454 840 842 457 0 715 408 0 796
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 41.7 32.9 32.9 32.5 19.5 19.5 32.8 0.0 25.9 32.8 0.0 24.7
Incr Delay (d2), s/veh 3.7 151.2 153.8 32.6 4.1 4.2 0.4 0.0 0.4 0.1 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 27.9 26.7 12.6 10.4 10.5 2.7 0.0 4.8 0.8 0.0 4.1
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 45.4 184.1 186.6 65.0 23.6 23.8 33.2 0.0 26.3 32.9 0.0 24.9
LnGrp LOS D F F E C C C A C C A C
Approach Vol, veh/h 1190 1730 429 289
Approach Delay, s/veh 180.5 34.1 28.6 26.1
Approach LOS F C C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 32.4 27.0 28.3 32.4 8.2 47.1
Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3
Max Green Setting (Gmax), s 38.8 22.0 22.0 38.8 5.0 39.0
Max Q Clear Time (g_c+I1), s 22.0 22.9 24.0 18.2 4.0 28.2
Green Ext Time (p_c), s 1.3 0.0 0.0 1.1 0.0 4.9
Intersection Summary
HCM 6th Ctrl Delay 80.7
HCM 6th LOS F
5.1-11
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 13
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 272 623 42 650 165 56 318 159 355 495
Future Volume (vph) 272 623 42 650 165 56 318 159 355 495
Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov
Protected Phases 7438152167
Permitted Phases 8 6
Detector Phase 7438152167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 37.5 10.0
Total Split (s)12.0 40.3 10.0 38.3 10.0 10.0 39.7 10.0 39.7 12.0
Total Split (%)12.0% 40.3% 10.0% 38.3% 10.0% 10.0% 39.7% 10.0% 39.7% 12.0%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 87.7
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Cypress Av. & Slover Av.
5.1-12
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 272 623 38 42 650 165 56 318 61 159 355 495
Future Volume (veh/h) 272 623 38 42 650 165 56 318 61 159 355 495
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 358 820 38 55 855 158 74 418 62 209 467 473
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, %000000000000
Cap, veh/h 276 1167 54 75 1069 566 95 995 147 197 607 629
Arrive On Green 0.08 0.33 0.33 0.04 0.30 0.30 0.05 0.32 0.32 0.06 0.32 0.32
Sat Flow, veh/h 3510 3507 163 1810 3610 1607 1810 3149 464 3510 1900 1574
Grp Volume(v), veh/h 358 422 436 55 855 158 74 238 242 209 467 473
Grp Sat Flow(s),veh/h/ln 1755 1805 1865 1810 1805 1607 1810 1805 1808 1755 1900 1574
Q Serve(g_s), s 7.0 18.2 18.2 2.7 19.5 6.3 3.6 9.3 9.4 5.0 19.8 23.1
Cycle Q Clear(g_c), s 7.0 18.2 18.2 2.7 19.5 6.3 3.6 9.3 9.4 5.0 19.8 23.1
Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.26 1.00 1.00
Lane Grp Cap(c), veh/h 276 601 621 75 1069 566 95 570 571 197 607 629
V/C Ratio(X) 1.30 0.70 0.70 0.73 0.80 0.28 0.77 0.42 0.42 1.06 0.77 0.75
Avail Cap(c_a), veh/h 276 688 711 101 1296 667 101 676 677 197 712 716
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 41.1 25.9 25.9 42.2 29.0 20.8 41.7 24.0 24.1 42.1 27.4 23.1
Incr Delay (d2), s/veh 158.7 2.7 2.6 16.0 3.0 0.3 29.0 0.5 0.5 81.4 4.4 3.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.0 7.6 7.8 1.5 8.2 2.2 2.3 3.7 3.8 4.3 9.0 8.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 199.7 28.6 28.5 58.2 32.0 21.0 70.7 24.5 24.6 123.5 31.8 27.1
LnGrp LOS F C C E C C E C C F C C
Approach Vol, veh/h 1216 1068 554 1149
Approach Delay, s/veh 79.0 31.7 30.7 46.5
Approach LOS E C C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 34.5 8.7 36.0 9.7 34.8 12.0 32.7
Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3
Max Green Setting (Gmax), s 5.0 33.4 5.0 34.0 5.0 33.4 7.0 32.0
Max Q Clear Time (g_c+I1), s 7.0 11.4 4.7 20.2 5.6 25.1 9.0 21.5
Green Ext Time (p_c), s 0.0 2.5 0.0 4.2 0.0 2.9 0.0 4.3
Intersection Summary
HCM 6th Ctrl Delay 50.3
HCM 6th LOS D
5.1-13
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 15
Intersection
Int Delay, s/veh 33.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 160 709 48 78 665 26 39 0 57 61 1 25
Future Vol, veh/h 160 709 48 78 665 26 39 0 57 61 1 25
Conflicting Peds, #/hr 0 01000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 150 - - 100 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 00000000000
Mvmt Flow 178 788 53 87 739 29 43 0 63 68 1 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 768 0 0 842 0 0 1716 2114 422 1678 2126 384
Stage 1 ------1172 1172 - 928 928 -
Stage 2 ------544942-7501198 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 ------6.55.5-6.55.5-
Critical Hdwy Stg 2 ------6.55.5-6.55.5-
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 855 - - 802 - - 59 51 586 ~ 63 51 620
Stage 1 ------208269-292349-
Stage 2 ------496344-374261-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 855 - - 801 - - ~ 43 36 585 ~ 43 36 620
Mov Cap-2 Maneuver ------~ 4336-~ 4336-
Stage 1 ------165213-231311-
Stage 2 ------421307-264206-
Approach EB WB NB SB
HCM Control Delay, s 1.8 1 206.7 $ 465.8
HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)96 855 - - 801 - - 59
HCM Lane V/C Ratio 1.111 0.208 - - 0.108 - - 1.638
HCM Control Delay (s) 206.7 10.3 - - 10 - -$ 465.8
HCM Lane LOS F B - - B - - F
HCM 95th %tile Q(veh) 7 0.8 - - 0.4 - - 8.8
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5.1-14
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 383 505 1289 615 964 492
Future Volume (vph) 383 505 1289 615 964 492
Turn Type Prot Perm NA Perm NA Free
Protected Phases 8 2 6
Permitted Phases 8 2 Free
Detector Phase 88226
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)26.6 26.6 26.6 26.6 26.6
Total Split (s)53.6 53.6 36.4 36.4 36.4
Total Split (%)59.6% 59.6% 40.4% 40.4% 40.4%
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 55
Control Type: Actuated-Coordinated
Splits and Phases: 1: Citrus Av. & I-10 WB Ramps
5.1-15
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 2
Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER
Lane Configurations
Traffic Volume (veh/h) 383 505 0 1289 615 0 964 492 0 0
Future Volume (veh/h) 383 505 0 1289 615 0 964 492 0 0
Initial Q (Qb), veh 00000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900
Adj Flow Rate, veh/h 403 370 0 1357 611 0 1015 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, %00000000
Cap, veh/h 457 716 0 3301 1021 0 2297
Arrive On Green 0.25 0.25 0.00 1.00 1.00 0.00 0.64 0.00
Sat Flow, veh/h 1810 2834 0 5358 1605 0 3705 1610
Grp Volume(v), veh/h 403 370 0 1357 611 0 1015 0
Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1605 0 1805 1610
Q Serve(g_s), s 19.3 10.1 0.0 0.0 0.0 0.0 12.8 0.0
Cycle Q Clear(g_c), s 19.3 10.1 0.0 0.0 0.0 0.0 12.8 0.0
Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 457 716 0 3301 1021 0 2297
V/C Ratio(X) 0.88 0.52 0.00 0.41 0.60 0.00 0.44
Avail Cap(c_a), veh/h 977 1530 0 3301 1021 0 2297
HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 0.00 0.09 0.09 0.00 1.00 0.00
Uniform Delay (d), s/veh 32.3 28.9 0.0 0.0 0.0 0.0 8.3 0.0
Incr Delay (d2), s/veh 2.3 0.2 0.0 0.0 0.2 0.0 0.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.5 3.4 0.0 0.0 0.1 0.0 4.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.6 29.1 0.0 0.0 0.2 0.0 8.9 0.0
LnGrp LOS C C AAAAA
Approach Vol, veh/h 773 1968 1015
Approach Delay, s/veh 32.0 0.1 8.9
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 62.3 62.3 27.7
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 31.4 31.4 48.6
Max Q Clear Time (g_c+I1), s 2.0 14.8 21.3
Green Ext Time (p_c), s 8.6 4.1 1.5
Intersection Summary
HCM 6th Ctrl Delay 9.0
HCM 6th LOS A
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.
5.1-16
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 495 5 1405 591 758
Future Volume (vph) 495 5 1405 591 758
Turn Type Split NA NA Prot NA
Protected Phases 44216
Permitted Phases
Detector Phase 44216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 25.0 9.0 10.0
Total Split (s)40.0 40.0 27.0 23.0 50.0
Total Split (%)44.4% 44.4% 30.0% 25.6% 55.6%
Yellow Time (s)4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None C-Min None C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
5.1-17
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 495 5 356 00001405 667 591 758 0
Future Volume (veh/h) 495 5 356 00001405 667 591 758 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 527 5 296 0 1495 526 629 806 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 782 6 353 0 1616 558 687 2405 0
Arrive On Green 0.22 0.22 0.22 0.00 0.43 0.43 0.39 1.00 0.00
Sat Flow, veh/h 3510 27 1587 0 3963 1310 3510 3705 0
Grp Volume(v), veh/h 527 0 301 0 1361 660 629 806 0
Grp Sat Flow(s),veh/h/ln 1755 0 1614 0 1729 1644 1755 1805 0
Q Serve(g_s), s 12.4 0.0 16.0 0.0 33.5 34.7 15.3 0.0 0.0
Cycle Q Clear(g_c), s 12.4 0.0 16.0 0.0 33.5 34.7 15.3 0.0 0.0
Prop In Lane 1.00 0.98 0.00 0.80 1.00 0.00
Lane Grp Cap(c), veh/h 782 0 359 0 1474 701 687 2405 0
V/C Ratio(X)0.67 0.00 0.84 0.00 0.92 0.94 0.92 0.34 0.00
Avail Cap(c_a), veh/h 1365 0 628 0 1474 701 741 2405 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.09 0.09 0.88 0.88 0.00
Uniform Delay (d), s/veh 32.0 0.0 33.4 0.0 24.4 24.8 26.7 0.0 0.0
Incr Delay (d2), s/veh 0.4 0.0 2.0 0.0 1.3 3.3 13.4 0.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.0 0.0 6.1 0.0 12.4 12.6 5.8 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 32.4 0.0 35.4 0.0 25.7 28.1 40.1 0.3 0.0
LnGrp LOS C A D A C C D A A
Approach Vol, veh/h 828 2021 1435
Approach Delay, s/veh 33.5 26.5 17.8
Approach LOS C C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 21.6 43.4 25.0 65.0
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0
Max Q Clear Time (g_c+I1), s 17.3 36.7 18.0 2.0
Green Ext Time (p_c), s 0.3 0.0 2.0 3.5
Intersection Summary
HCM 6th Ctrl Delay 24.9
HCM 6th LOS C
5.1-18
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 693 920 96 324 435 71 1031 125 380 554
Future Volume (vph) 693 920 96 324 435 71 1031 125 380 554
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7438 52 16
Permitted Phases 8 2
Detector Phase 7438852216
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0
Minimum Split (s)10.0 39.3 10.0 38.3 38.3 10.0 41.9 41.9 12.0 36.9
Total Split (s)19.0 47.3 14.5 42.8 42.8 10.8 43.2 43.2 15.0 47.4
Total Split (%)15.8% 39.4% 12.1% 35.7% 35.7% 9.0% 36.0% 36.0% 12.5% 39.5%
Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9
Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 112.7
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
5.1-19
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 693 920 42 96 324 435 71 1031 125 380 554 319
Future Volume (veh/h) 693 920 42 96 324 435 71 1031 125 380 554 319
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 722 958 17 100 338 408 74 1074 65 396 577 239
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 433 1196 21 125 994 443 140 1147 503 309 912 377
Arrive On Green 0.12 0.33 0.33 0.07 0.28 0.28 0.04 0.32 0.32 0.09 0.37 0.37
Sat Flow, veh/h 3510 3628 64 1810 3610 1608 3510 3610 1582 3510 2490 1030
Grp Volume(v), veh/h 722 477 498 100 338 408 74 1074 65 396 418 398
Grp Sat Flow(s),veh/h/ln 1755 1805 1887 1810 1805 1608 1755 1805 1582 1755 1805 1715
Q Serve(g_s), s 14.0 27.3 27.3 6.2 8.5 28.0 2.3 32.8 3.3 10.0 21.7 21.8
Cycle Q Clear(g_c), s 14.0 27.3 27.3 6.2 8.5 28.0 2.3 32.8 3.3 10.0 21.7 21.8
Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 433 595 622 125 994 443 140 1147 503 309 661 628
V/C Ratio(X) 1.67 0.80 0.80 0.80 0.34 0.92 0.53 0.94 0.13 1.28 0.63 0.63
Avail Cap(c_a), veh/h 433 652 681 151 1160 517 179 1186 520 309 661 628
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 49.8 34.7 34.7 52.1 32.9 39.9 53.5 37.6 27.6 51.8 29.7 29.7
Incr Delay (d2), s/veh 310.9 5.8 5.6 18.1 0.1 18.9 1.2 13.1 0.0 149.1 1.5 1.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 24.6 12.4 12.9 3.4 3.6 12.9 1.0 15.8 1.2 10.7 9.2 8.8
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 360.7 40.5 40.2 70.1 33.0 58.9 54.6 50.7 27.6 200.8 31.2 31.3
LnGrp LOS F D D E C E D D C F C C
Approach Vol, veh/h 1697 846 1213 1212
Approach Delay, s/veh 176.6 49.9 49.7 86.7
Approach LOS F D D F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.0 42.0 12.8 43.7 9.5 47.5 19.0 37.6
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 10.0 37.3 9.5 41.0 5.8 41.5 14.0 36.5
Max Q Clear Time (g_c+I1), s 12.0 34.8 8.2 29.3 4.3 23.8 16.0 30.0
Green Ext Time (p_c), s 0.0 1.3 0.0 2.9 0.0 2.8 0.0 1.3
Intersection Summary
HCM 6th Ctrl Delay 102.1
HCM 6th LOS F
5.1-20
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
5: Oleander Av. & Boyle Av/Driveway 2 09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 8
Intersection
Int Delay, s/veh 6.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 55 18 3 0 47 10 17 1 6 0
Future Vol, veh/h 0 0 55 18 3 0 47 10 17 1 6 0
Conflicting Peds, #/hr 0 00000001001
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 0 61 20 3 0 52 11 19 1 7 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 136 145 8 166 136 22 8 0 0 31 0 0
Stage 1 10 10 - 126 126 -------
Stage 2 126 135 - 40 10 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 840 750 1080 803 759 1061 1625 - - 1595 - -
Stage 1 1016 891 - 883 796 -------
Stage 2 883 789 - 980 891 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 815 723 1079 737 732 1060 1623 - - 1593 - -
Mov Cap-2 Maneuver 815 723 - 737 732 -------
Stage 1 981 889 - 853 769 -------
Stage 2 850 762 - 924 889 -------
Approach EB WB NB SB
HCM Control Delay, s 8.5 10.1 4.6 1
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1623 - - 1079 736 1593 - -
HCM Lane V/C Ratio 0.032 - - 0.057 0.032 0.001 - -
HCM Control Delay (s) 7.3 0 - 8.5 10.1 7.3 0 -
HCM Lane LOS A A -ABAA -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0 - -
5.1-21
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 10
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)44 1340 55 644 53 5 30 7
Future Volume (vph)44 1340 55 644 53 5 30 7
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9
Total Split (s)11.0 40.8 10.0 39.8 44.2 44.2 44.2 44.2
Total Split (%)11.6% 42.9% 10.5% 41.9% 46.5% 46.5% 46.5% 46.5%
Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 95
Actuated Cycle Length: 65.6
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Oleander Av. & Slover Av.
5.1-22
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 44 1340 111 55 644 24 53 5 78 30 7 42
Future Volume (veh/h) 44 1340 111 55 644 24 53 5 78 30 7 42
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 48 1457 99 60 700 25 58 5 62 33 8 37
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %000000000000
Cap, veh/h 85 1769 120 98 1857 66 262 15 182 242 35 164
Arrive On Green 0.05 0.52 0.52 0.05 0.52 0.52 0.12 0.12 0.12 0.12 0.12 0.12
Sat Flow, veh/h 1810 3431 232 1810 3552 127 1383 122 1507 1355 294 1361
Grp Volume(v), veh/h 48 764 792 60 356 369 58 0 67 33 0 45
Grp Sat Flow(s),veh/h/ln 1810 1805 1858 1810 1805 1874 1383 0 1629 1355 0 1655
Q Serve(g_s), s 1.4 19.7 20.0 1.8 6.5 6.5 2.2 0.0 2.1 1.3 0.0 1.4
Cycle Q Clear(g_c), s 1.4 19.7 20.0 1.8 6.5 6.5 3.6 0.0 2.1 3.4 0.0 1.4
Prop In Lane 1.00 0.12 1.00 0.07 1.00 0.93 1.00 0.82
Lane Grp Cap(c), veh/h 85 931 958 98 944 980 262 0 196 242 0 199
V/C Ratio(X) 0.56 0.82 0.83 0.61 0.38 0.38 0.22 0.00 0.34 0.14 0.00 0.23
Avail Cap(c_a), veh/h 195 1121 1154 163 1088 1130 1049 0 1123 1013 0 1141
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 25.9 11.3 11.4 25.7 7.9 7.9 23.7 0.0 22.4 24.0 0.0 22.1
Incr Delay (d2), s/veh 2.2 3.9 4.1 2.3 0.2 0.2 0.2 0.0 0.4 0.1 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 6.2 6.5 0.7 1.7 1.8 0.7 0.0 0.7 0.4 0.0 0.5
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.1 15.2 15.4 28.0 8.1 8.1 23.9 0.0 22.8 24.0 0.0 22.3
LnGrp LOS C B B C A A C A C C A C
Approach Vol, veh/h 1604 785 125 78
Approach Delay, s/veh 15.7 9.6 23.3 23.0
Approach LOS B A C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 12.6 8.0 34.9 12.6 7.6 35.3
Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3
Max Green Setting (Gmax), s 38.3 5.0 34.5 38.3 6.0 33.5
Max Q Clear Time (g_c+I1), s 5.6 3.8 22.0 5.4 3.4 8.5
Green Ext Time (p_c), s 0.3 0.0 6.6 0.2 0.0 3.3
Intersection Summary
HCM 6th Ctrl Delay 14.4
HCM 6th LOS B
5.1-23
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 13
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 305 1023 26 577 287 30 505 265 265 121
Future Volume (vph) 305 1023 26 577 287 30 505 265 265 121
Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov
Protected Phases 7438152167
Permitted Phases 8 6
Detector Phase 7438152167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 38.5 10.0
Total Split (s)20.0 38.3 20.0 38.3 20.0 20.0 38.7 20.0 38.7 20.0
Total Split (%)17.1% 32.7% 17.1% 32.7% 17.1% 17.1% 33.1% 17.1% 33.1% 17.1%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 117
Actuated Cycle Length: 92.2
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Cypress Av. & Slover Av.
5.1-24
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 305 1023 58 26 577 287 30 505 31 265 265 121
Future Volume (veh/h) 305 1023 58 26 577 287 30 505 31 265 265 121
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 318 1066 50 27 601 233 31 526 29 276 276 87
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 424 1263 59 52 966 605 57 727 40 381 543 654
Arrive On Green 0.12 0.36 0.36 0.03 0.27 0.27 0.03 0.21 0.21 0.11 0.29 0.29
Sat Flow, veh/h 3510 3511 165 1810 3610 1608 1810 3479 191 3510 1900 1607
Grp Volume(v), veh/h 318 548 568 27 601 233 31 272 283 276 276 87
Grp Sat Flow(s),veh/h/ln 1755 1805 1870 1810 1805 1608 1810 1805 1866 1755 1900 1607
Q Serve(g_s), s 6.7 21.4 21.4 1.1 11.2 8.1 1.3 10.8 10.8 5.8 9.3 2.6
Cycle Q Clear(g_c), s 6.7 21.4 21.4 1.1 11.2 8.1 1.3 10.8 10.8 5.8 9.3 2.6
Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 424 650 673 52 966 605 57 377 390 381 543 654
V/C Ratio(X) 0.75 0.84 0.84 0.52 0.62 0.39 0.54 0.72 0.73 0.72 0.51 0.13
Avail Cap(c_a), veh/h 685 752 779 353 1504 845 353 761 787 685 801 872
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 32.6 22.6 22.6 36.8 24.7 17.5 36.7 28.3 28.3 33.1 22.9 14.3
Incr Delay (d2), s/veh 2.7 7.7 7.5 8.0 0.7 0.4 7.8 2.6 2.6 2.6 0.7 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.8 9.3 9.6 0.6 4.4 2.7 0.7 4.5 4.7 2.5 3.9 0.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.3 30.3 30.1 44.8 25.4 17.9 44.5 30.9 30.9 35.8 23.7 14.4
LnGrp LOS DCCDCBDCCDCB
Approach Vol, veh/h 1434 861 586 639
Approach Delay, s/veh 31.4 24.0 31.6 27.6
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.3 22.3 7.2 33.9 7.4 28.3 14.3 26.8
Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3
Max Green Setting (Gmax), s 15.0 32.4 15.0 32.0 15.0 32.4 15.0 32.0
Max Q Clear Time (g_c+I1), s 7.8 12.8 3.1 23.4 3.3 11.3 8.7 13.2
Green Ext Time (p_c), s 0.5 2.8 0.0 4.2 0.0 1.6 0.6 4.3
Intersection Summary
HCM 6th Ctrl Delay 28.9
HCM 6th LOS C
5.1-25
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) Without Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 15
Intersection
Int Delay, s/veh 501.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 99 1097 59 77 903 12 65 1 77 216 2 66
Future Vol, veh/h 99 1097 59 77 903 12 65 1 77 216 2 66
Conflicting Peds, #/hr 0 03002000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 150 - - 100 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00000000000
Mvmt Flow 105 1167 63 82 961 13 69 1 82 230 2 70
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 976 0 0 1233 0 0 2058 2552 618 1928 2577 489
Stage 1 ------1412 1412 - 1134 1134 -
Stage 2 ------6461140 - 794 1443 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 ------6.55.5-6.55.5-
Critical Hdwy Stg 2 ------6.55.5-6.55.5-
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 715 - - 572 - - ~ 33 27 437 ~ 41 26 530
Stage 1 ------148206-~ 219280-
Stage 2 ------431278-352199-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 714 - - 570 - - ~ 21 20 436 ~ 25 19 529
Mov Cap-2 Maneuver ------~ 2120-~ 2519-
Stage 1 ------126175-~ 186239-
Stage 2 ------317237-242169-
Approach EB WB NB SB
HCM Control Delay, s 0.9 1 $ 1337.5 $ 4038.1
HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)43 714 - - 570 - - 32
HCM Lane V/C Ratio 3.538 0.148 - - 0.144 - - 9.441
HCM Control Delay (s) $ 1337.5 10.9 - - 12.4 - -$ 4038.1
HCM Lane LOS F B - - B - - F
HCM 95th %tile Q(veh) 17 0.5 - - 0.5 - - 36.8
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5.1-26
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-11 TS Report
APPENDIX 5.2:
OPENING YEAR (2023) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS
ANALYSIS WORKSHEETS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-11 TS Report
This Page Intentionally Left Blank
Page 1 of 1
1: Citrus Av. & I-10 WB Ramps
PHF:0.935 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 875 498 0 1,317 575 0 0 0 774 0 513 4,552
2: Citrus Av. & I-10 EB Ramps
PHF:0.922 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 999 433 694 1,434 0 374 4 858 0 0 0 4,795
3: Citrus Av. & Slover Av.
PHF:0.865 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:54 821 84 482 1,095 819 320 235 63 111 506 275 4,866
4: Oleander Av. & Driveway 1
PHF:7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 15 21 0 10 0000600 53
5: Oleander Av. & Boyle Av./Drw 2
PHF:0.750 7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:107 36 72 0 16 0 0 0 125 79 0 0 436
6: Oleander Av. & Driveway 3
PHF:7:15 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 201 25 0 218 0000700 451
7: Oleander Av. & Slover Av.
PHF:0.683 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:98 5 328 40 125 59 70 596 234 297 782 163 2,795
8: Driveway 4 & Slover Av.
PHF:Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0000040964001,236 6 2,210
9: Cypress Av. & Slover Av.
PHF:0.759 7:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:58 318 61 159 355 495 272 632 39 42 681 165 3,278
10: Juniper Av. & Slover Av.
PHF:0.899 7:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:39 0 57 61 1 25 175 715 48 78 684 26 1,908
3/14/2019
3/14/2019
8/17/2021
Volume Development - AM Peak Hour
3/4/2019
5/8/2018
5/8/2018
4/13/2021
5.2-1
Page 1 of 1
1: Citrus Av. & I-10 WB Ramps
PHF:0.953 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 1,292 650 0 965 492 0 0 0 383 0 505 4,287
2: Citrus Av. & I-10 EB Ramps
PHF:0.936 4:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 1,443 667 591 759 0 495 5 371 0 0 0 4,330
3: Citrus Av. & Slover Av.
PHF:0.957 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:71 1,031 127 396 554 319 693 920 42 102 324 473 5,053
4: Oleander Av. & Driveway 1
PHF:SBL Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 10 90700001900 45
5: Oleander Av. & Boyle Av./Drw 2
PHF:0.895 5:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:47 19 29 1 25 0 0 0 55 48 3 0 227
6: Oleander Av. & Driveway 3
PHF:0:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:0 86 11 0 116 00002400 238
7: Oleander Av. & Slover Av.
PHF:0.921 4:30 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:53 5 78 68 7 77 63 1,340 111 55 653 37 2,548
8: Driveway 4 & Slover Av.
PHF:Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:00000901,486 0 0 734 2 2,231
9: Cypress Av. & Slover Av.
PHF:0.959 4:45 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:31 505 31 265 265 121 305 1,058 61 26 591 287 3,548
10: Juniper Av. & Slover Av.
PHF:0.936 4:00 Count Date:
NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR TOTAL
2023 WP:65 1 77 216 2 66 120 1,117 59 77 911 12 2,724
8/17/2021
8/17/2021
Volume Development - PM Peak Hour
3/4/2019
3/14/2019
4/13/2021
5/8/2018
5/8/2018
5.2-2
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 774 513 875 498 1317 575
Future Volume (vph) 774 513 875 498 1317 575
Turn Type Prot Perm NA Perm NA Free
Protected Phases 8 2 6
Permitted Phases 8 2 Free
Detector Phase 88226
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)26.6 26.6 26.6 26.6 26.6
Total Split (s)52.0 52.0 48.0 48.0 48.0
Total Split (%)52.0% 52.0% 48.0% 48.0% 48.0%
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 1: Citrus Av. & I-10 WB Ramps
5.2-3
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 2
Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER
Lane Configurations
Traffic Volume (veh/h) 774 513 0 875 498 0 1317 575 0 0
Future Volume (veh/h) 774 513 0 875 498 0 1317 575 0 0
Initial Q (Qb), veh 00000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900
Adj Flow Rate, veh/h 823 334 0 931 520 0 1401 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, %00000000
Cap, veh/h 845 1323 0 2247 681 0 1564
Arrive On Green 0.47 0.47 0.00 0.58 0.58 0.00 0.43 0.00
Sat Flow, veh/h 1810 2834 0 5358 1571 0 3705 1610
Grp Volume(v), veh/h 823 334 0 931 520 0 1401 0
Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1571 0 1805 1610
Q Serve(g_s), s 44.5 7.1 0.0 10.0 25.1 0.0 36.0 0.0
Cycle Q Clear(g_c), s 44.5 7.1 0.0 10.0 25.1 0.0 36.0 0.0
Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 845 1323 0 2247 681 0 1564
V/C Ratio(X) 0.97 0.25 0.00 0.41 0.76 0.00 0.90
Avail Cap(c_a), veh/h 850 1332 0 2247 681 0 1564
HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 0.00 0.52 0.52 0.00 1.00 0.00
Uniform Delay (d), s/veh 26.1 16.1 0.0 14.1 17.3 0.0 26.3 0.0
Incr Delay (d2), s/veh 24.4 0.0 0.0 0.3 4.3 0.0 8.4 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 23.7 2.3 0.0 3.3 7.3 0.0 15.8 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 50.5 16.1 0.0 14.4 21.6 0.0 34.7 0.0
LnGrp LOS D B A B C A C
Approach Vol, veh/h 1157 1451 1401
Approach Delay, s/veh 40.6 17.0 34.7
Approach LOS D B C
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 48.3 48.3 51.7
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 43.0 43.0 47.0
Max Q Clear Time (g_c+I1), s 27.1 38.0 46.5
Green Ext Time (p_c), s 4.7 2.9 0.2
Intersection Summary
HCM 6th Ctrl Delay 30.0
HCM 6th LOS C
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.
5.2-4
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 374 4 999 694 1434
Future Volume (vph) 374 4 999 694 1434
Turn Type Split NA NA Prot NA
Protected Phases 44216
Permitted Phases
Detector Phase 44216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 25.0 9.0 10.0
Total Split (s)32.0 32.0 39.0 29.0 68.0
Total Split (%)32.0% 32.0% 39.0% 29.0% 68.0%
Yellow Time (s)4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None C-Min None C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 140
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
5.2-5
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 374 4 858 00009994336941434 0
Future Volume (veh/h) 374 4 858 00009994336941434 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 407 4 832 0 1086 345 754 1559 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 948 2 433 0 1400 445 805 2274 0
Arrive On Green 0.27 0.27 0.27 0.00 0.36 0.36 0.46 1.00 0.00
Sat Flow, veh/h 3510 8 1604 0 4053 1233 3510 3705 0
Grp Volume(v), veh/h 407 0 836 0 967 464 754 1559 0
Grp Sat Flow(s),veh/h/ln 1755 0 1611 0 1729 1657 1755 1805 0
Q Serve(g_s), s 9.6 0.0 27.0 0.0 24.8 24.8 20.4 0.0 0.0
Cycle Q Clear(g_c), s 9.6 0.0 27.0 0.0 24.8 24.8 20.4 0.0 0.0
Prop In Lane 1.00 1.00 0.00 0.74 1.00 0.00
Lane Grp Cap(c), veh/h 948 0 435 0 1247 598 805 2274 0
V/C Ratio(X)0.43 0.00 1.92 0.00 0.78 0.78 0.94 0.69 0.00
Avail Cap(c_a), veh/h 948 0 435 0 1247 598 878 2274 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.45 0.45 0.32 0.32 0.00
Uniform Delay (d), s/veh 30.1 0.0 36.5 0.0 28.4 28.4 26.4 0.0 0.0
Incr Delay (d2), s/veh 0.1 0.0 423.2 0.0 2.2 4.5 6.4 0.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 0.0 61.1 0.0 9.9 9.9 6.3 0.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.3 0.0 459.7 0.0 30.6 32.9 32.8 0.5 0.0
LnGrp LOS C A F A C C C A A
Approach Vol, veh/h 1243 1431 2313
Approach Delay, s/veh 319.1 31.3 11.1
Approach LOS F C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 26.9 41.1 32.0 68.0
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0
Max Q Clear Time (g_c+I1), s 22.4 26.8 29.0 2.0
Green Ext Time (p_c), s 0.5 3.6 0.0 9.6
Intersection Summary
HCM 6th Ctrl Delay 93.6
HCM 6th LOS F
5.2-6
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 320 235 111 506 275 54 821 84 482 1095
Future Volume (vph) 320 235 111 506 275 54 821 84 482 1095
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7438 52 16
Permitted Phases 8 2
Detector Phase 7438852216
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 10.0 5.0 10.0 10.0 5.0 10.0
Minimum Split (s)10.0 38.3 10.0 41.3 41.3 10.0 41.9 41.9 12.0 36.9
Total Split (s)16.0 39.1 19.2 42.3 42.3 10.4 42.3 42.3 19.4 51.3
Total Split (%)13.3% 32.6% 16.0% 35.3% 35.3% 8.7% 35.3% 35.3% 16.2% 42.8%
Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9
Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 105.4
Natural Cycle: 150
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
5.2-7
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 320 235 63 111 506 275 54 821 84 482 1095 819
Future Volume (veh/h) 320 235 63 111 506 275 54 821 84 482 1095 819
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 372 273 67 129 588 264 63 955 65 560 1273 814
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, %000000000000
Cap, veh/h 366 670 162 158 779 344 140 1204 526 479 946 541
Arrive On Green 0.10 0.23 0.23 0.09 0.22 0.22 0.04 0.33 0.33 0.14 0.43 0.43
Sat Flow, veh/h 3510 2882 695 1810 3610 1597 3510 3610 1578 3510 2201 1258
Grp Volume(v), veh/h 372 169 171 129 588 264 63 955 65 560 1017 1070
Grp Sat Flow(s),veh/h/ln 1755 1805 1772 1810 1805 1597 1755 1805 1578 1755 1805 1655
Q Serve(g_s), s 11.0 8.4 8.6 7.4 16.1 16.4 1.9 25.3 3.0 14.4 45.4 45.4
Cycle Q Clear(g_c), s 11.0 8.4 8.6 7.4 16.1 16.4 1.9 25.3 3.0 14.4 45.4 45.4
Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 0.76
Lane Grp Cap(c), veh/h 366 420 412 158 779 344 140 1204 526 479 776 711
V/C Ratio(X) 1.02 0.40 0.41 0.82 0.76 0.77 0.45 0.79 0.12 1.17 1.31 1.50
Avail Cap(c_a), veh/h 366 561 550 243 1231 544 180 1245 544 479 776 711
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 47.3 34.3 34.4 47.4 38.8 38.9 49.6 31.9 24.5 45.6 30.1 30.1
Incr Delay (d2), s/veh 51.5 0.2 0.2 6.4 0.6 1.4 0.8 3.2 0.0 96.8 148.7 234.2
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 7.3 3.6 3.6 3.5 6.9 6.3 0.8 10.9 1.1 12.5 50.0 62.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 98.8 34.5 34.7 53.7 39.4 40.3 50.4 35.1 24.5 142.4 178.8 264.3
LnGrp LOS F CCDDDDDCFFF
Approach Vol, veh/h 712 981 1083 2647
Approach Delay, s/veh 68.1 41.5 35.3 205.7
Approach LOS E D D F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 19.4 41.1 14.2 30.9 9.2 51.3 16.0 29.1
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 14.4 36.4 14.2 32.8 5.4 45.4 11.0 36.0
Max Q Clear Time (g_c+I1), s 16.4 27.3 9.4 10.6 3.9 47.4 13.0 18.4
Green Ext Time (p_c), s 0.0 3.0 0.0 1.1 0.0 0.0 0.0 2.6
Intersection Summary
HCM 6th Ctrl Delay 123.9
HCM 6th LOS F
5.2-8
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
4: Oleander Av. & Driveway 1 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 7
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 6 0 15 21 0 10
Future Vol, veh/h 6 0 15 21 0 10
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 7 0 16 23 0 11
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 39 28 0 0 39 0
Stage 1 28 -----
Stage 2 11 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 978 1053 - - 1584 -
Stage 1 1000 -----
Stage 2 1017 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 978 1053 - - 1584 -
Mov Cap-2 Maneuver 978 -----
Stage 1 1000 -----
Stage 2 1017 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 0
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 978 1584 -
HCM Lane V/C Ratio - - 0.007 - -
HCM Control Delay (s) - - 8.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0 0 -
5.2-9
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
5: Oleander Av. & Boyle Av/Driveway 2 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 8
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 125 79 0 0 107 36 72 0 16 0
Future Vol, veh/h 0 0 125 79 0 0 107 36 72 0 16 0
Conflicting Peds, #/hr 0 00000000003
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 0 167 105 0 0 143 48 96 0 21 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 406 454 24 487 406 96 24 0 0 144 0 0
Stage 1 24 24 - 382 382 -------
Stage 2 382 430 - 105 24 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 559 505 1058 494 537 966 1604 - - 1451 - -
Stage 1 999 879 - 645 616 -------
Stage 2 645 587 - 906 879 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 515 454 1055 385 483 966 1599 - - 1451 - -
Mov Cap-2 Maneuver 515 454 - 385 483 -------
Stage 1 898 876 - 582 556 -------
Stage 2 582 529 - 763 876 -------
Approach EB WB NB SB
HCM Control Delay, s 9.1 17.8 3.7 0
HCM LOS A C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1599 - - 1055 385 1451 - -
HCM Lane V/C Ratio 0.089 - - 0.158 0.274 - - -
HCM Control Delay (s) 7.5 0 - 9.1 17.8 0 - -
HCM Lane LOS A A - A C A - -
HCM 95th %tile Q(veh) 0.3 - - 0.6 1.1 0 - -
5.2-10
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
6: Oleander Av. & Driveway 3 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 9
Intersection
Int Delay, s/veh 0.2
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 7 0 201 25 0 218
Future Vol, veh/h 7 0 201 25 0 218
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 8 0 218 27 0 237
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 469 232 0 0 245 0
Stage 1 232 -----
Stage 2 237 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 556 812 - - 1333 -
Stage 1 811 -----
Stage 2 807 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 556 812 - - 1333 -
Mov Cap-2 Maneuver 556 -----
Stage 1 811 -----
Stage 2 807 -----
Approach WB NB SB
HCM Control Delay, s 11.6 0 0
HCM LOS B
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 556 1333 -
HCM Lane V/C Ratio - - 0.014 - -
HCM Control Delay (s) - - 11.6 0 -
HCM Lane LOS - - B A -
HCM 95th %tile Q(veh) - - 0 0 -
5.2-11
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 10
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)70 596 297 782 98 5 40 125
Future Volume (vph)70 596 297 782 98 5 40 125
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9
Total Split (s)11.0 28.3 25.7 43.0 46.0 46.0 46.0 46.0
Total Split (%)11.0% 28.3% 25.7% 43.0% 46.0% 46.0% 46.0% 46.0%
Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 78.6
Natural Cycle: 135
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Oleander Av. & Slover Av.
5.2-12
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 70 596 234 297 782 163 98 5 328 40 125 59
Future Volume (veh/h) 70 596 234 297 782 163 98 5 328 40 125 59
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.96 1.00 0.97 0.98 1.00 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 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 103 876 273 437 1150 190 144 7 278 59 184 74
Peak Hour Factor 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68
Percent Heavy Veh, %000000000000
Cap, veh/h 125 680 211 432 1306 215 298 12 488 262 394 158
Arrive On Green 0.07 0.25 0.25 0.24 0.42 0.42 0.31 0.31 0.31 0.31 0.31 0.31
Sat Flow, veh/h 1810 2681 834 1810 3086 507 1116 40 1577 1112 1273 512
Grp Volume(v), veh/h 103 589 560 437 670 670 144 0 285 59 0 258
Grp Sat Flow(s),veh/h/ln 1810 1805 1709 1810 1805 1789 1116 0 1616 1112 0 1785
Q Serve(g_s), s 4.9 22.0 22.0 20.7 29.5 29.9 10.4 0.0 12.8 4.1 0.0 10.1
Cycle Q Clear(g_c), s 4.9 22.0 22.0 20.7 29.5 29.9 20.5 0.0 12.8 16.9 0.0 10.1
Prop In Lane 1.00 0.49 1.00 0.28 1.00 0.98 1.00 0.29
Lane Grp Cap(c), veh/h 125 458 434 432 764 757 298 0 500 262 0 552
V/C Ratio(X) 0.82 1.29 1.29 1.01 0.88 0.88 0.48 0.00 0.57 0.22 0.00 0.47
Avail Cap(c_a), veh/h 125 458 434 432 764 757 469 0 747 433 0 826
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 39.8 32.4 32.4 33.0 22.9 23.1 32.5 0.0 25.1 32.2 0.0 24.2
Incr Delay (d2), s/veh 32.1 144.7 147.3 46.3 11.1 12.0 0.5 0.0 0.4 0.2 0.0 0.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.2 27.3 26.1 13.9 13.4 13.6 2.7 0.0 4.6 1.1 0.0 4.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 71.9 177.1 179.7 79.3 34.1 35.0 32.9 0.0 25.5 32.4 0.0 24.4
LnGrp LOS E F F F C D C A C C A C
Approach Vol, veh/h 1252 1777 429 317
Approach Delay, s/veh 169.6 45.6 28.0 25.9
Approach LOS F D C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 32.7 25.7 28.3 32.7 11.0 43.0
Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3
Max Green Setting (Gmax), s 40.1 20.7 22.0 40.1 6.0 36.7
Max Q Clear Time (g_c+I1), s 22.5 22.7 24.0 18.9 6.9 31.9
Green Ext Time (p_c), s 1.3 0.0 0.0 1.2 0.0 2.8
Intersection Summary
HCM 6th Ctrl Delay 83.0
HCM 6th LOS F
5.2-13
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
8: Slover Av. & Driveway 4 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 12
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 964 1236 6 0 4
Future Vol, veh/h 0 964 1236 6 0 4
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 0 1048 1343 7 0 4
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 675
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.9
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.3
Pot Cap-1 Maneuver 0 - - - 0 401
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, %- - -
Mov Cap-1 Maneuver -----401
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB SB
HCM Control Delay, s 0 0 14.1
HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBRSBLn1
Capacity (veh/h)- - - 401
HCM Lane V/C Ratio - - - 0.011
HCM Control Delay (s) - - - 14.1
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0
5.2-14
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 13
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 272 632 42 681 165 58 318 159 355 495
Future Volume (vph) 272 632 42 681 165 58 318 159 355 495
Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov
Protected Phases 7438152167
Permitted Phases 8 6
Detector Phase 7438152167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 37.5 10.0
Total Split (s)12.0 38.3 12.0 38.3 10.0 10.0 39.7 10.0 39.7 12.0
Total Split (%)12.0% 38.3% 12.0% 38.3% 10.0% 10.0% 39.7% 10.0% 39.7% 12.0%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 88.5
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Cypress Av. & Slover Av.
5.2-15
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 272 632 39 42 681 165 58 318 61 159 355 495
Future Volume (veh/h) 272 632 39 42 681 165 58 318 61 159 355 495
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.98
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 358 832 39 55 896 166 76 418 62 209 467 460
Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.76
Percent Heavy Veh, %000000000000
Cap, veh/h 273 1193 56 75 1098 578 98 981 144 195 594 617
Arrive On Green 0.08 0.34 0.34 0.04 0.30 0.30 0.05 0.31 0.31 0.06 0.31 0.31
Sat Flow, veh/h 3510 3505 164 1810 3610 1607 1810 3149 464 3510 1900 1573
Grp Volume(v), veh/h 358 428 443 55 896 166 76 238 242 209 467 460
Grp Sat Flow(s),veh/h/ln 1755 1805 1864 1810 1805 1607 1810 1805 1808 1755 1900 1573
Q Serve(g_s), s 7.0 18.5 18.5 2.7 20.7 6.6 3.7 9.4 9.6 5.0 20.2 22.7
Cycle Q Clear(g_c), s 7.0 18.5 18.5 2.7 20.7 6.6 3.7 9.4 9.6 5.0 20.2 22.7
Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.26 1.00 1.00
Lane Grp Cap(c), veh/h 273 614 635 75 1098 578 98 562 563 195 594 617
V/C Ratio(X) 1.31 0.70 0.70 0.73 0.82 0.29 0.78 0.42 0.43 1.07 0.79 0.74
Avail Cap(c_a), veh/h 273 642 663 141 1283 661 101 670 671 195 705 709
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 41.5 25.7 25.7 42.6 29.0 20.6 42.0 24.6 24.6 42.5 28.2 23.6
Incr Delay (d2), s/veh 163.8 3.2 3.1 12.8 3.7 0.3 30.2 0.5 0.5 84.8 5.0 3.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.1 7.8 8.0 1.4 8.8 2.3 2.4 3.8 3.9 4.4 9.3 8.2
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 205.3 28.8 28.7 55.4 32.7 20.8 72.2 25.1 25.1 127.3 33.1 27.3
LnGrp LOS F C C E C C E C C F C C
Approach Vol, veh/h 1229 1117 556 1136
Approach Delay, s/veh 80.2 32.0 31.6 48.1
Approach LOS F C C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 10.0 34.3 8.7 36.9 9.9 34.5 12.0 33.7
Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3
Max Green Setting (Gmax), s 5.0 33.4 7.0 32.0 5.0 33.4 7.0 32.0
Max Q Clear Time (g_c+I1), s 7.0 11.6 4.7 20.5 5.7 24.7 9.0 22.7
Green Ext Time (p_c), s 0.0 2.5 0.0 3.9 0.0 3.0 0.0 4.2
Intersection Summary
HCM 6th Ctrl Delay 51.2
HCM 6th LOS D
5.2-16
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 15
Intersection
Int Delay, s/veh 41.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 175 715 48 78 684 26 39 0 57 61 1 25
Future Vol, veh/h 175 715 48 78 684 26 39 0 57 61 1 25
Conflicting Peds, #/hr 0 01000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 150 - - 100 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 00000000000
Mvmt Flow 194 794 53 87 760 29 43 0 63 68 1 28
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 789 0 0 848 0 0 1765 2173 425 1734 2185 395
Stage 1 ------1210 1210 - 949 949 -
Stage 2 ------555963-7851236 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 ------6.55.5-6.55.5-
Critical Hdwy Stg 2 ------6.55.5-6.55.5-
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 840 - - 798 - - 54 47 583 ~ 57 46 610
Stage 1 ------197258-284342-
Stage 2 ------489337-356250-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 840 - - 797 - - ~ 38 32 582 ~ 38 31 610
Mov Cap-2 Maneuver ------~ 3832-~ 3831-
Stage 1 ------151198-218305-
Stage 2 ------414300-244192-
Approach EB WB NB SB
HCM Control Delay, s 2 1 269.6 $ 576.2
HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)85 840 - - 797 - - 52
HCM Lane V/C Ratio 1.255 0.231 - - 0.109 - - 1.859
HCM Control Delay (s) 269.6 10.6 - - 10.1 - -$ 576.2
HCM Lane LOS F B - - B - - F
HCM 95th %tile Q(veh) 7.8 0.9 - - 0.4 - - 9.4
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5.2-17
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 1
Lane Group WBL WBR NBT NBR SBT SBR
Lane Configurations
Traffic Volume (vph) 383 505 1292 650 965 492
Future Volume (vph) 383 505 1292 650 965 492
Turn Type Prot Perm NA Perm NA Free
Protected Phases 8 2 6
Permitted Phases 8 2 Free
Detector Phase 88226
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)26.6 26.6 26.6 26.6 26.6
Total Split (s)63.0 63.0 27.0 27.0 27.0
Total Split (%)70.0% 70.0% 30.0% 30.0% 30.0%
Yellow Time (s)4.0 4.0 4.0 4.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 5.0
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None C-Min C-Min C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow
Natural Cycle: 60
Control Type: Actuated-Coordinated
Splits and Phases: 1: Citrus Av. & I-10 WB Ramps
5.2-18
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
1: Citrus Av. & I-10 WB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 2
Movement WBL WBR NBL NBT NBR SBL SBT SBR NEL NER
Lane Configurations
Traffic Volume (veh/h) 383 505 0 1292 650 0 965 492 0 0
Future Volume (veh/h) 383 505 0 1292 650 0 965 492 0 0
Initial Q (Qb), veh 00000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 0 1900 1900 0 1900 1900
Adj Flow Rate, veh/h 403 370 0 1360 648 0 1016 0
Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
Percent Heavy Veh, %00000000
Cap, veh/h 457 716 0 3300 1021 0 2297
Arrive On Green 0.25 0.25 0.00 0.85 0.85 0.00 0.64 0.00
Sat Flow, veh/h 1810 2834 0 5358 1605 0 3705 1610
Grp Volume(v), veh/h 403 370 0 1360 648 0 1016 0
Grp Sat Flow(s),veh/h/ln 1810 1417 0 1729 1605 0 1805 1610
Q Serve(g_s), s 19.3 10.1 0.0 5.6 12.1 0.0 12.8 0.0
Cycle Q Clear(g_c), s 19.3 10.1 0.0 5.6 12.1 0.0 12.8 0.0
Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00
Lane Grp Cap(c), veh/h 457 716 0 3300 1021 0 2297
V/C Ratio(X) 0.88 0.52 0.00 0.41 0.63 0.00 0.44
Avail Cap(c_a), veh/h 1166 1826 0 3300 1021 0 2297
HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 0.00 0.09 0.09 0.00 1.00 0.00
Uniform Delay (d), s/veh 32.3 28.9 0.0 2.9 3.4 0.0 8.3 0.0
Incr Delay (d2), s/veh 2.3 0.2 0.0 0.0 0.3 0.0 0.6 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.5 3.4 0.0 1.2 1.9 0.0 4.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 34.6 29.1 0.0 3.0 3.7 0.0 8.9 0.0
LnGrp LOS C C AAAAA
Approach Vol, veh/h 773 2008 1016
Approach Delay, s/veh 32.0 3.2 8.9
Approach LOS C A A
Timer - Assigned Phs 2 6 8
Phs Duration (G+Y+Rc), s 62.3 62.3 27.7
Change Period (Y+Rc), s 5.0 5.0 5.0
Max Green Setting (Gmax), s 22.0 22.0 58.0
Max Q Clear Time (g_c+I1), s 14.1 14.8 21.3
Green Ext Time (p_c), s 4.6 2.7 1.5
Intersection Summary
HCM 6th Ctrl Delay 10.6
HCM 6th LOS B
Notes
Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay.
5.2-19
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 495 5 1443 591 759
Future Volume (vph) 495 5 1443 591 759
Turn Type Split NA NA Prot NA
Protected Phases 44216
Permitted Phases
Detector Phase 44216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 25.0 9.0 10.0
Total Split (s)40.0 40.0 27.0 23.0 50.0
Total Split (%)44.4% 44.4% 30.0% 25.6% 55.6%
Yellow Time (s)4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None C-Min None C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
5.2-20
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 495 5 371 00001443 667 591 759 0
Future Volume (veh/h) 495 5 371 00001443 667 591 759 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 527 5 312 0 1535 526 629 807 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 816 6 369 0 1592 534 687 2369 0
Arrive On Green 0.23 0.23 0.23 0.00 0.42 0.42 0.39 1.00 0.00
Sat Flow, veh/h 3510 25 1589 0 3994 1284 3510 3705 0
Grp Volume(v), veh/h 527 0 317 0 1385 676 629 807 0
Grp Sat Flow(s),veh/h/ln 1755 0 1614 0 1729 1649 1755 1805 0
Q Serve(g_s), s 12.2 0.0 16.9 0.0 35.1 36.5 15.3 0.0 0.0
Cycle Q Clear(g_c), s 12.2 0.0 16.9 0.0 35.1 36.5 15.3 0.0 0.0
Prop In Lane 1.00 0.98 0.00 0.78 1.00 0.00
Lane Grp Cap(c), veh/h 816 0 375 0 1440 686 687 2369 0
V/C Ratio(X)0.65 0.00 0.84 0.00 0.96 0.98 0.92 0.34 0.00
Avail Cap(c_a), veh/h 1365 0 628 0 1440 686 741 2369 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.09 0.09 0.87 0.87 0.00
Uniform Delay (d), s/veh 31.2 0.0 33.0 0.0 25.6 26.0 26.7 0.0 0.0
Incr Delay (d2), s/veh 0.3 0.0 2.3 0.0 2.5 7.3 13.3 0.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.9 0.0 6.4 0.0 13.3 14.0 5.8 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 31.5 0.0 35.2 0.0 28.1 33.3 40.0 0.3 0.0
LnGrp LOS C A D A C C D A A
Approach Vol, veh/h 844 2061 1436
Approach Delay, s/veh 32.9 29.8 17.7
Approach LOS C C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 21.6 42.5 25.9 64.1
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0
Max Q Clear Time (g_c+I1), s 17.3 38.5 18.9 2.0
Green Ext Time (p_c), s 0.3 0.0 2.0 3.5
Intersection Summary
HCM 6th Ctrl Delay 26.4
HCM 6th LOS C
5.2-21
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT
Lane Configurations
Traffic Volume (vph) 693 920 102 324 473 71 1031 127 396 554
Future Volume (vph) 693 920 102 324 473 71 1031 127 396 554
Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA
Protected Phases 7438 52 16
Permitted Phases 8 2
Detector Phase 7438852216
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 5.0 7.0 7.0 5.0 7.0
Minimum Split (s)10.0 39.3 10.0 38.3 38.3 10.0 41.9 41.9 12.0 36.9
Total Split (s)19.0 47.3 14.5 42.8 42.8 10.8 43.2 43.2 15.0 47.4
Total Split (%)15.8% 39.4% 12.1% 35.7% 35.7% 9.0% 36.0% 36.0% 12.5% 39.5%
Yellow Time (s)3.0 4.3 3.0 4.3 4.3 3.0 3.9 3.9 3.0 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 6.3 5.0 5.9 5.9 5.0 5.9
Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
5.2-22
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 693 920 42 102 324 473 71 1031 127 396 554 319
Future Volume (veh/h) 693 920 42 102 324 473 71 1031 127 396 554 319
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 722 958 17 106 338 448 74 1074 67 412 577 239
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 417 1238 22 131 1064 474 136 1129 495 298 894 370
Arrive On Green 0.12 0.34 0.34 0.07 0.29 0.29 0.04 0.31 0.31 0.08 0.36 0.36
Sat Flow, veh/h 3510 3628 64 1810 3610 1609 3510 3610 1582 3510 2490 1030
Grp Volume(v), veh/h 722 477 498 106 338 448 74 1074 67 412 418 398
Grp Sat Flow(s),veh/h/ln 1755 1805 1887 1810 1805 1609 1755 1805 1582 1755 1805 1715
Q Serve(g_s), s 14.0 27.8 27.8 6.8 8.6 32.1 2.4 34.3 3.6 10.0 22.7 22.8
Cycle Q Clear(g_c), s 14.0 27.8 27.8 6.8 8.6 32.1 2.4 34.3 3.6 10.0 22.7 22.8
Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 0.60
Lane Grp Cap(c), veh/h 417 616 644 131 1064 474 136 1129 495 298 648 616
V/C Ratio(X) 1.73 0.77 0.77 0.81 0.32 0.94 0.54 0.95 0.14 1.38 0.64 0.65
Avail Cap(c_a), veh/h 417 628 657 146 1119 499 173 1143 501 298 648 616
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 51.9 34.7 34.7 53.8 32.3 40.6 55.6 39.6 29.0 53.9 31.5 31.5
Incr Delay (d2), s/veh 338.5 5.3 5.1 22.8 0.1 25.9 1.3 15.9 0.0 191.6 1.7 1.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 25.6 12.5 13.1 3.8 3.6 15.5 1.1 17.0 1.3 12.2 9.8 9.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 390.3 40.0 39.8 76.6 32.4 66.4 56.8 55.5 29.1 245.5 33.2 33.3
LnGrp LOS F D D E C E E E C F C C
Approach Vol, veh/h 1697 892 1215 1228
Approach Delay, s/veh 189.0 54.7 54.1 104.5
Approach LOS F D D F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 15.0 42.7 13.5 46.5 9.6 48.2 19.0 41.0
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 10.0 37.3 9.5 41.0 5.8 41.5 14.0 36.5
Max Q Clear Time (g_c+I1), s 12.0 36.3 8.8 29.8 4.4 24.8 16.0 34.1
Green Ext Time (p_c), s 0.0 0.6 0.0 2.9 0.0 2.8 0.0 0.7
Intersection Summary
HCM 6th Ctrl Delay 112.0
HCM 6th LOS F
5.2-23
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
4: Oleander Av. & Driveway 1 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 7
Intersection
Int Delay, s/veh 3.7
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 19 0 10 9 0 7
Future Vol, veh/h 19 0 10 9 0 7
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 21 0 11 10 0 8
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 24 16 0 0 21 0
Stage 1 16 -----
Stage 2 8 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 997 1069 - - 1608 -
Stage 1 1012 -----
Stage 2 1020 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 997 1069 - - 1608 -
Mov Cap-2 Maneuver 997 -----
Stage 1 1012 -----
Stage 2 1020 -----
Approach WB NB SB
HCM Control Delay, s 8.7 0 0
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 997 1608 -
HCM Lane V/C Ratio - - 0.021 - -
HCM Control Delay (s) - - 8.7 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
5.2-24
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
5: Oleander Av. & Boyle Av/Driveway 2 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 8
Intersection
Int Delay, s/veh 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 55 48 3 0 47 19 29 1 25 0
Future Vol, veh/h 0 0 55 48 3 0 47 19 29 1 25 0
Conflicting Peds, #/hr 0 00000001001
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length ------------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 00000000000
Mvmt Flow 0 0 61 53 3 0 52 21 32 1 28 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 174 189 29 203 173 38 29 0 0 54 0 0
Stage 1 31 31 - 142 142 -------
Stage 2 143 158 - 61 31 -------
Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 -------
Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 793 709 1052 759 724 1040 1597 - - 1564 - -
Stage 1 991 873 - 866 783 -------
Stage 2 865 771 - 955 873 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 768 683 1051 695 697 1039 1595 - - 1563 - -
Mov Cap-2 Maneuver 768 683 - 695 697 -------
Stage 1 956 871 - 836 756 -------
Stage 2 832 744 - 899 871 -------
Approach EB WB NB SB
HCM Control Delay, s 8.6 10.6 3.6 0.3
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR
Capacity (veh/h)1595 - - 1051 695 1563 - -
HCM Lane V/C Ratio 0.033 - - 0.058 0.082 0.001 - -
HCM Control Delay (s) 7.3 0 - 8.6 10.6 7.3 0 -
HCM Lane LOS A A -ABAA -
HCM 95th %tile Q(veh) 0.1 - - 0.2 0.3 0 - -
5.2-25
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
6: Oleander Av. & Driveway 3 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 9
Intersection
Int Delay, s/veh 1
Movement WBL WBR NBT NBR SBL SBT
Lane Configurations
Traffic Vol, veh/h 24 0 86 11 0 116
Future Vol, veh/h 24 0 86 11 0 116
Conflicting Peds, #/hr 0 00000
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 -----
Veh in Median Storage, # 0 - 0 - - 0
Grade, % 0 - 0 - - 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 26 0 93 12 0 126
Major/Minor Minor1 Major1 Major2
Conflicting Flow All 225 99 0 0 105 0
Stage 1 99 -----
Stage 2 126 -----
Critical Hdwy 6.4 6.2 - - 4.1 -
Critical Hdwy Stg 1 5.4 -----
Critical Hdwy Stg 2 5.4 -----
Follow-up Hdwy 3.5 3.3 - - 2.2 -
Pot Cap-1 Maneuver 768 962 - - 1499 -
Stage 1 930 -----
Stage 2 905 -----
Platoon blocked, % - - -
Mov Cap-1 Maneuver 768 962 - - 1499 -
Mov Cap-2 Maneuver 768 -----
Stage 1 930 -----
Stage 2 905 -----
Approach WB NB SB
HCM Control Delay, s 9.9 0 0
HCM LOS A
Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT
Capacity (veh/h)- - 768 1499 -
HCM Lane V/C Ratio - - 0.034 - -
HCM Control Delay (s) - - 9.9 0 -
HCM Lane LOS - - A A -
HCM 95th %tile Q(veh) - - 0.1 0 -
5.2-26
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 10
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph)63 1340 55 653 53 5 68 7
Future Volume (vph)63 1340 55 653 53 5 68 7
Turn Type Prot NA Prot NA Perm NA Perm NA
Protected Phases 7438 2 6
Permitted Phases 2 6
Detector Phase 74382266
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)10.0 28.3 10.0 29.3 37.9 37.9 43.9 43.9
Total Split (s)11.0 40.8 10.0 39.8 44.2 44.2 44.2 44.2
Total Split (%)11.6% 42.9% 10.5% 41.9% 46.5% 46.5% 46.5% 46.5%
Yellow Time (s)3.0 4.3 3.0 4.3 3.9 3.9 3.9 3.9
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.9 5.9 5.9 5.9
Lead/Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 95
Actuated Cycle Length: 66
Natural Cycle: 105
Control Type: Actuated-Uncoordinated
Splits and Phases: 7: Oleander Av. & Slover Av.
5.2-27
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
7: Oleander Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 11
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 63 1340 111 55 653 37 53 5 78 68 7 77
Future Volume (veh/h) 63 1340 111 55 653 37 53 5 78 68 7 77
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 68 1457 99 60 710 39 58 5 62 74 8 75
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, %000000000000
Cap, veh/h 105 1756 119 98 1764 97 240 16 198 254 21 194
Arrive On Green 0.06 0.51 0.51 0.05 0.51 0.51 0.13 0.13 0.13 0.13 0.13 0.13
Sat Flow, veh/h 1810 3431 232 1810 3475 191 1336 122 1507 1355 158 1477
Grp Volume(v), veh/h 68 764 792 60 369 380 58 0 67 74 0 83
Grp Sat Flow(s),veh/h/ln 1810 1805 1858 1810 1805 1861 1336 0 1629 1355 0 1634
Q Serve(g_s), s 2.1 20.3 20.6 1.8 7.2 7.2 2.4 0.0 2.1 3.0 0.0 2.6
Cycle Q Clear(g_c), s 2.1 20.3 20.6 1.8 7.2 7.2 5.0 0.0 2.1 5.1 0.0 2.6
Prop In Lane 1.00 0.12 1.00 0.10 1.00 0.93 1.00 0.90
Lane Grp Cap(c), veh/h 105 924 951 98 916 945 240 0 213 254 0 214
V/C Ratio(X) 0.65 0.83 0.83 0.62 0.40 0.40 0.24 0.00 0.31 0.29 0.00 0.39
Avail Cap(c_a), veh/h 191 1098 1130 160 1066 1099 967 0 1100 992 0 1104
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00
Uniform Delay (d), s/veh 26.1 11.7 11.8 26.3 8.6 8.6 24.8 0.0 22.3 24.6 0.0 22.6
Incr Delay (d2), s/veh 2.5 4.3 4.4 2.3 0.2 0.2 0.2 0.0 0.3 0.2 0.0 0.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 6.6 6.9 0.8 2.0 2.1 0.7 0.0 0.7 0.9 0.0 1.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 28.6 16.0 16.2 28.6 8.8 8.8 25.0 0.0 22.6 24.9 0.0 23.0
LnGrp LOS C B B C A A C A C C A C
Approach Vol, veh/h 1624 809 125 157
Approach Delay, s/veh 16.7 10.3 23.8 23.9
Approach LOS B B C C
Timer - Assigned Phs 2 3 4 6 7 8
Phs Duration (G+Y+Rc), s 13.3 8.1 35.3 13.3 8.3 35.1
Change Period (Y+Rc), s 5.9 5.0 6.3 5.9 5.0 6.3
Max Green Setting (Gmax), s 38.3 5.0 34.5 38.3 6.0 33.5
Max Q Clear Time (g_c+I1), s 7.0 3.8 22.6 7.1 4.1 9.2
Green Ext Time (p_c), s 0.3 0.0 6.4 0.4 0.0 3.4
Intersection Summary
HCM 6th Ctrl Delay 15.5
HCM 6th LOS B
5.2-28
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
8: Slover Av. & Driveway 4 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 12
Intersection
Int Delay, s/veh 0
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 1486 734 2 0 9
Future Vol, veh/h 0 1486 734 2 0 9
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length -----0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 0 00000
Mvmt Flow 0 1615 798 2 0 10
Major/Minor Major1 Major2 Minor2
Conflicting Flow All - 0 - 0 - 400
Stage 1 ------
Stage 2 ------
Critical Hdwy -----6.9
Critical Hdwy Stg 1 ------
Critical Hdwy Stg 2 ------
Follow-up Hdwy -----3.3
Pot Cap-1 Maneuver 0 - - - 0 605
Stage 1 0 - - - 0 -
Stage 2 0 - - - 0 -
Platoon blocked, %- - -
Mov Cap-1 Maneuver -----605
Mov Cap-2 Maneuver ------
Stage 1 ------
Stage 2 ------
Approach EB WB SB
HCM Control Delay, s 0 0 11
HCM LOS B
Minor Lane/Major Mvmt EBT WBT WBRSBLn1
Capacity (veh/h)- - - 605
HCM Lane V/C Ratio - - - 0.016
HCM Control Delay (s) - - - 11
HCM Lane LOS - - - B
HCM 95th %tile Q(veh) - - - 0
5.2-29
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 13
Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 305 1058 26 591 287 31 505 265 265 121
Future Volume (vph) 305 1058 26 591 287 31 505 265 265 121
Turn Type Prot NA Prot NA pm+ov Prot NA Prot NA pm+ov
Protected Phases 7438152167
Permitted Phases 8 6
Detector Phase 7438152167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 35.3 10.0 38.3 10.0 10.0 38.5 10.0 38.5 10.0
Total Split (s)20.0 38.3 20.0 38.3 20.0 20.0 38.7 20.0 38.7 20.0
Total Split (%)17.1% 32.7% 17.1% 32.7% 17.1% 17.1% 33.1% 17.1% 33.1% 17.1%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 4.3 3.0 4.3 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 6.3 5.0 6.3 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None
Intersection Summary
Cycle Length: 117
Actuated Cycle Length: 93.1
Natural Cycle: 100
Control Type: Actuated-Uncoordinated
Splits and Phases: 9: Cypress Av. & Slover Av.
5.2-30
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
9: Cypress Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 14
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 305 1058 61 26 591 287 31 505 31 265 265 121
Future Volume (veh/h) 305 1058 61 26 591 287 31 505 31 265 265 121
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 318 1102 54 27 616 233 32 526 29 276 276 87
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 422 1283 63 51 990 615 58 723 40 379 539 650
Arrive On Green 0.12 0.37 0.37 0.03 0.27 0.27 0.03 0.21 0.21 0.11 0.28 0.28
Sat Flow, veh/h 3510 3503 172 1810 3610 1608 1810 3479 191 3510 1900 1607
Grp Volume(v), veh/h 318 568 588 27 616 233 32 272 283 276 276 87
Grp Sat Flow(s),veh/h/ln 1755 1805 1869 1810 1805 1608 1810 1805 1866 1755 1900 1607
Q Serve(g_s), s 6.8 22.7 22.7 1.1 11.7 8.2 1.4 11.0 11.0 5.9 9.5 2.7
Cycle Q Clear(g_c), s 6.8 22.7 22.7 1.1 11.7 8.2 1.4 11.0 11.0 5.9 9.5 2.7
Prop In Lane 1.00 0.09 1.00 1.00 1.00 0.10 1.00 1.00
Lane Grp Cap(c), veh/h 422 661 684 51 990 615 58 375 388 379 539 650
V/C Ratio(X) 0.75 0.86 0.86 0.53 0.62 0.38 0.55 0.73 0.73 0.73 0.51 0.13
Avail Cap(c_a), veh/h 674 740 766 348 1480 833 348 749 774 674 789 861
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 33.2 22.9 22.9 37.4 24.8 17.4 37.2 28.8 28.9 33.7 23.4 14.6
Incr Delay (d2), s/veh 2.7 9.2 9.0 8.1 0.6 0.4 7.9 2.7 2.6 2.7 0.8 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 2.9 10.1 10.4 0.6 4.6 2.7 0.7 4.7 4.8 2.5 4.0 0.9
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 35.9 32.1 31.8 45.5 25.4 17.8 45.2 31.5 31.5 36.4 24.2 14.7
LnGrp LOS DCCDCBDCCDCB
Approach Vol, veh/h 1474 876 587 639
Approach Delay, s/veh 32.8 24.0 32.3 28.2
Approach LOS CCCC
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 13.4 22.5 7.2 34.9 7.5 28.5 14.4 27.7
Change Period (Y+Rc), s 5.0 6.3 5.0 6.3 5.0 6.3 5.0 6.3
Max Green Setting (Gmax), s 15.0 32.4 15.0 32.0 15.0 32.4 15.0 32.0
Max Q Clear Time (g_c+I1), s 7.9 13.0 3.1 24.7 3.4 11.5 8.8 13.7
Green Ext Time (p_c), s 0.5 2.8 0.0 3.9 0.0 1.6 0.6 4.4
Intersection Summary
HCM 6th Ctrl Delay 29.7
HCM 6th LOS C
5.2-31
HCM 6th TWSC Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour Synchro 11 Report
Urban Crossroads, Inc.Page 15
Intersection
Int Delay, s/veh 579.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 120 1117 59 77 911 12 65 1 77 216 2 66
Future Vol, veh/h 120 1117 59 77 911 12 65 1 77 216 2 66
Conflicting Peds, #/hr 0 03002000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 150 - - 100 --------
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00000000000
Mvmt Flow 128 1188 63 82 969 13 69 1 82 230 2 70
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 984 0 0 1254 0 0 2129 2627 629 1993 2652 493
Stage 1 ------1479 1479 - 1142 1142 -
Stage 2 ------6501148 - 851 1510 -
Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9
Critical Hdwy Stg 1 ------6.55.5-6.55.5-
Critical Hdwy Stg 2 ------6.55.5-6.55.5-
Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3
Pot Cap-1 Maneuver 710 - - 562 - - ~ 29 24 430 ~ 37 23 527
Stage 1 ------134191-~ 217278-
Stage 2 ------429276-325185-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 709 - - 560 - - ~ 17 17 429 ~ 22 16 526
Mov Cap-2 Maneuver ------~ 1717-~ 2216-
Stage 1 ------109156-~ 178237-
Stage 2 ------314235-~ 214151-
Approach EB WB NB SB
HCM Control Delay, s 1 1 $ 1737.3 $ 4676.6
HCM LOS F F
Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h)35 709 - - 560 - - 28
HCM Lane V/C Ratio 4.347 0.18 - - 0.146 - - 10.79
HCM Control Delay (s) $ 1737.3 11.2 - - 12.5 - -$ 4676.6
HCM Lane LOS F B - - B - - F
HCM 95th %tile Q(veh) 17.8 0.7 - - 0.5 - - 37.3
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
5.2-32
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 5.3:
OPENING YEAR (2023) WITHOUT PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT
ANALYSIS WORKSHEETS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = 2023 Cumulative Without Project Conditions - Weekday AM Peak Hour
Major Street Name =Oleander Avenue Total of Both Approaches (VPH) =149
Number of Approach Lanes Major Street =1
Minor Street Name =Boyle Avenue/Driveway 2 High Volume Approach (VPH) =90
Number of Approach Lanes Minor Street =1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)
SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes
and 75 vph applies as the lower threshold for a minor-street approach with one lane
0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Mi
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Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor)
2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
5.3-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = 2023 Cumulative Without Project Conditions - Weekday PM Peak Hour
Major Street Name =Slover Avenue Total of Both Approaches (VPH) =1481
Number of Approach Lanes Major Street =2
Minor Street Name =Juniper Avenue High Volume Approach (VPH) =123
Number of Approach Lanes Minor Street =1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)
WARRANTED FOR A SIGNAL
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes
and 75 vph applies as the lower threshold for a minor-street approach with one lane
13
0
0
123
0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
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Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor)
2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
5.3-2
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 5.4:
OPENING YEAR (2023) WITH PROJECT CONDITIONS TRAFFIC SIGNAL WARRANT
ANALYSIS WORKSHEETS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
____________TRAFFIC CONDITIONS
DIST CO RTE PM CALC DATE
Jurisdiction:City of Fontana CHK DATE
Major Street:Driveway 1 Critical Approach Speed (Major) 25 mph
Minor Street:Oleander Avenue Critical Approach Speed (Minor) 25 mph
Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane
Major Street Future ADT =548 vpd Minor Street Future ADT =422 vpd
Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…...
or
In built up area of isolated community of < 10,000 population …………….….….
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 548 1 422 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 +9,600 6,720 3,200 2,240
1 2 +8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 548 1 422 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 +14,400 10,080 1,600 1,120
1 2 +12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
7% 5%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable
to count actual traffic volumes.
XX
on Higher-Volume
2023 WP
CH
CH
09/23/21
09/23/21
(Based on Estimated Average Daily Traffic - See Note)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic
Vehicles Per Day
on Major Street
URBAN (U)
URBAN RURAL
Major Street Minor Street
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
(Total of Both Approaches)
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
(One Direction Only)
Satisfied Not Satisfied
XX
CONDITION A - Minimum Vehicular Volume Vehicles Per Day
Vehicles Per Day on
Minor Street Approach
(One Direction Only)
Minimum Requirements
EADT
Vehicles Per Day
on Higher-Volume
Major Street
(Total of Both Approaches)
Minor Street Approach
5.4-1
California MUTCD 2014 Edition
(FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-4. Warrant 3, Peak Hour (70% Factor)
Traffic Conditions = 2023 With Project Conditions - Weekday AM Peak Hour
Major Street Name =Oleander Avenue Total of Both Approaches (VPH) =200
Number of Approach Lanes Major Street =1
Minor Street Name =Boyle Avenue/Driveway 2 High Volume Approach (VPH) =90
Number of Approach Lanes Minor Street =1
(COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET)
SIGNAL WARRANT NOT SATISFIED
*Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes
and 75 vph applies as the lower threshold for a minor-street approach with one lane
0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
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Major Street - Total of Both Approaches (VPH)
1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor)
2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
5.4-2
California MUTCD 2014 (FHWA's MUTCD 2009, as amended for use in California)
Figure 4C-103 (CA). Traffic Signal Warrants Worksheet
(Average Traffic Estimate Form)
____________TRAFFIC CONDITIONS
DIST CO RTE PM CALC DATE
Jurisdiction:City of Fontana CHK DATE
Major Street:Oleander Avenue Critical Approach Speed (Major) 25 mph
Minor Street:Driveway 3 Critical Approach Speed (Minor) 25 mph
Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane
Major Street Future ADT =2,365 vpd Minor Street Future ADT =568 vpd
Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…...
or
In built up area of isolated community of < 10,000 population …………….….….
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 2,365 1 568 8,000 5,600 2,400 1,680
2 + 1 9,600 6,720 2,400 1,680
2 + 2 +9,600 6,720 3,200 2,240
1 2 +8,000 5,600 3,200 2,240
Satisfied Not Satisfied
XX
Number of lanes for moving traffic on each approach
Urban Rural Urban Rural
1 2,365 1 568 12,000 8,400 1,200 850
2 + 1 14,400 10,080 1,200 850
2 + 2 +14,400 10,080 1,600 1,120
1 2 +12,000 8,400 1,600 1,120
No one condition satisfied, but following conditions
fulfilled 80% of more ….. A B
24% 20%
Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable
to count actual traffic volumes.
2023 WP
CH 09/23/21
CH 09/23/21
URBAN (U)
(Based on Estimated Average Daily Traffic - See Note)
URBAN RURAL Minimum Requirements
XX EADT
CONDITION A - Minimum Vehicular Volume Vehicles Per Day
Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume
XX Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
CONDITION B - Interruption of Continuous Traffic Vehicles Per Day
Vehicles Per Day on Higher-Volume
on Major Street Minor Street Approach
(Total of Both Approaches) (One Direction Only)
Major Street Minor Street
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.
Combination of CONDITIONS A + B
2 CONDITIONS
80%
2 CONDITIONS
80%
Satisfied Not Satisfied
XX
5.4-3
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-11 TS Report
APPENDIX 5.5:
OPENING YEAR (2023) WITH PROJECT CONDITIONS INTERSECTION OPERATIONS
ANALYSIS WORKSHEETS WITH IMPROVEMENTS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-11 TS Report
This Page Intentionally Left Blank
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT EBR NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 374 4 858 999 694 1434
Future Volume (vph) 374 4 858 999 694 1434
Turn Type Split NA Perm NA Prot NA
Protected Phases 4 4 2 1 6
Permitted Phases 4
Detector Phase 444216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 10.0 25.0 9.0 10.0
Total Split (s)32.0 32.0 32.0 39.0 29.0 68.0
Total Split (%)32.0% 32.0% 32.0% 39.0% 29.0% 68.0%
Yellow Time (s)4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None None C-Min None C-Min
Intersection Summary
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
5.5-1
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 374 4 858 00009994336941434 0
Future Volume (veh/h) 374 4 858 00009994336941434 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 407 0 835 0 1086 345 754 1559 0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 977 0 869 0 1400 445 805 2274 0
Arrive On Green 0.27 0.00 0.27 0.00 0.36 0.36 0.46 1.00 0.00
Sat Flow, veh/h 3619 0 3220 0 4053 1233 3510 3705 0
Grp Volume(v), veh/h 407 0 835 0 967 464 754 1559 0
Grp Sat Flow(s),veh/h/ln 1810 0 1610 0 1729 1657 1755 1805 0
Q Serve(g_s), s 9.2 0.0 25.6 0.0 24.8 24.8 20.4 0.0 0.0
Cycle Q Clear(g_c), s 9.2 0.0 25.6 0.0 24.8 24.8 20.4 0.0 0.0
Prop In Lane 1.00 1.00 0.00 0.74 1.00 0.00
Lane Grp Cap(c), veh/h 977 0 869 0 1247 598 805 2274 0
V/C Ratio(X)0.42 0.00 0.96 0.00 0.78 0.78 0.94 0.69 0.00
Avail Cap(c_a), veh/h 977 0 869 0 1247 598 878 2274 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.45 0.45 0.32 0.32 0.00
Uniform Delay (d), s/veh 30.0 0.0 36.0 0.0 28.4 28.4 26.4 0.0 0.0
Incr Delay (d2), s/veh 0.1 0.0 21.2 0.0 2.2 4.5 6.4 0.5 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.8 0.0 12.0 0.0 9.9 9.9 6.3 0.2 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 30.1 0.0 57.2 0.0 30.6 32.9 32.8 0.5 0.0
LnGrp LOS C A E A C C C A A
Approach Vol, veh/h 1242 1431 2313
Approach Delay, s/veh 48.3 31.3 11.1
Approach LOS D C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 26.9 41.1 32.0 68.0
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 25.0 34.0 27.0 63.0
Max Q Clear Time (g_c+I1), s 22.4 26.8 27.6 2.0
Green Ext Time (p_c), s 0.5 3.6 0.0 9.6
Intersection Summary
HCM 6th Ctrl Delay 26.2
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.
5.5-2
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 320 235 111 506 275 54 821 84 482 1095 819
Future Volume (vph) 320 235 111 506 275 54 821 84 482 1095 819
Turn Type Prot NA Prot NA pm+ov Prot NA Perm Prot NA pm+ov
Protected Phases 7438152 167
Permitted Phases 8 2 6
Detector Phase 74381522167
Switch Phase
Minimum Initial (s) 5.0 10.0 5.0 10.0 5.0 5.0 10.0 10.0 5.0 10.0 5.0
Minimum Split (s)10.0 38.3 10.0 41.3 12.0 10.0 41.9 41.9 12.0 36.9 10.0
Total Split (s)15.0 39.3 17.0 41.3 20.0 10.0 43.7 43.7 20.0 53.7 15.0
Total Split (%)12.5% 32.8% 14.2% 34.4% 16.7% 8.3% 36.4% 36.4% 16.7% 44.8% 12.5%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 3.9 3.9 3.0 3.9 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 5.9 5.9 5.0 5.9 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 101.6
Natural Cycle: 140
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
5.5-3
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 320 235 63 111 506 275 54 821 84 482 1095 819
Future Volume (veh/h) 320 235 63 111 506 275 54 821 84 482 1095 819
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 0.98 1.00 0.99
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 372 273 67 129 588 264 63 955 65 560 1273 814
Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86
Percent Heavy Veh, %000000000000
Cap, veh/h 328 631 152 158 768 565 139 1250 547 492 1613 861
Arrive On Green 0.09 0.22 0.22 0.09 0.21 0.21 0.04 0.35 0.35 0.14 0.45 0.45
Sat Flow, veh/h 3510 2882 695 1810 3610 1597 3510 3610 1579 3510 3610 1590
Grp Volume(v), veh/h 372 169 171 129 588 264 63 955 65 560 1273 814
Grp Sat Flow(s),veh/h/ln 1755 1805 1772 1810 1805 1597 1755 1805 1579 1755 1805 1590
Q Serve(g_s), s 10.0 8.6 8.9 7.5 16.4 13.7 1.9 25.2 3.0 15.0 32.2 47.8
Cycle Q Clear(g_c), s 10.0 8.6 8.9 7.5 16.4 13.7 1.9 25.2 3.0 15.0 32.2 47.8
Prop In Lane 1.00 0.39 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 328 395 388 158 768 565 139 1250 547 492 1613 861
V/C Ratio(X) 1.13 0.43 0.44 0.82 0.77 0.47 0.45 0.76 0.12 1.14 0.79 0.95
Avail Cap(c_a), veh/h 328 557 546 203 1181 748 164 1275 558 492 1613 861
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 48.5 36.0 36.1 48.0 39.6 26.8 50.2 31.1 23.9 46.0 25.3 23.2
Incr Delay (d2), s/veh 90.9 0.3 0.3 14.5 0.6 0.2 0.9 2.5 0.0 84.2 2.5 18.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 8.4 3.7 3.7 3.9 7.0 5.0 0.8 10.7 1.1 12.1 13.2 21.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 139.4 36.3 36.4 62.5 40.2 27.1 51.1 33.6 23.9 130.2 27.8 41.7
LnGrp LOS F D D E DCDCCFCD
Approach Vol, veh/h 712 981 1083 2647
Approach Delay, s/veh 90.2 39.6 34.0 53.7
Approach LOS F D C D
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 20.0 42.9 14.3 29.7 9.2 53.7 15.0 29.1
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 15.0 37.8 12.0 33.0 5.0 47.8 10.0 35.0
Max Q Clear Time (g_c+I1), s 17.0 27.2 9.5 10.9 3.9 49.8 12.0 18.4
Green Ext Time (p_c), s 0.0 3.2 0.0 1.1 0.0 0.0 0.0 2.6
Intersection Summary
HCM 6th Ctrl Delay 52.0
HCM 6th LOS D
5.5-4
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 15
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 175 715 78 684 39 0 61 1
Future Volume (vph) 175 715 78 684 39 0 61 1
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5
Total Split (s)33.0 33.0 33.0 33.0 27.0 27.0 27.0 27.0
Total Split (%)55.0% 55.0% 55.0% 55.0% 45.0% 45.0% 45.0% 45.0%
Yellow Time (s)4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.3 6.3 6.3 6.3 6.3 6.3
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 36
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Juniper & Slover Av.
5.5-5
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - AM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 175 715 48 78 684 26 39 0 57 61 1 25
Future Volume (veh/h) 175 715 48 78 684 26 39 0 57 61 1 25
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 194 794 53 87 760 29 43 0 63 68 1 28
Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90
Percent Heavy Veh, %000000000000
Cap, veh/h 458 1805 120 434 1866 71 199 29 148 300 29 71
Arrive On Green 0.53 0.53 0.53 0.53 0.53 0.53 0.16 0.00 0.16 0.16 0.16 0.16
Sat Flow, veh/h 698 3429 229 661 3545 135 459 184 941 932 185 453
Grp Volume(v), veh/h 194 418 429 87 387 402 106 0 0 97 0 0
Grp Sat Flow(s),veh/h/ln 698 1805 1853 661 1805 1876 1584 0 0 1570 0 0
Q Serve(g_s), s 9.2 5.7 5.7 3.7 5.1 5.1 0.3 0.0 0.0 0.0 0.0 0.0
Cycle Q Clear(g_c), s 14.4 5.7 5.7 9.4 5.1 5.1 2.2 0.0 0.0 1.9 0.0 0.0
Prop In Lane 1.00 0.12 1.00 0.07 0.41 0.59 0.70 0.29
Lane Grp Cap(c), veh/h 458 950 975 434 950 987 376 0 0 401 0 0
V/C Ratio(X) 0.42 0.44 0.44 0.20 0.41 0.41 0.28 0.00 0.00 0.24 0.00 0.00
Avail Cap(c_a), veh/h 559 1211 1243 530 1211 1258 927 0 0 919 0 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00
Uniform Delay (d), s/veh 10.0 5.8 5.8 8.7 5.7 5.7 15.1 0.0 0.0 14.9 0.0 0.0
Incr Delay (d2), s/veh 0.6 0.3 0.3 0.2 0.3 0.3 0.4 0.0 0.0 0.3 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.9 1.0 1.0 0.4 0.9 0.9 0.7 0.0 0.0 0.7 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 10.6 6.1 6.1 8.9 6.0 6.0 15.5 0.0 0.0 15.2 0.0 0.0
LnGrp LOS BAAAAABAABAA
Approach Vol, veh/h 1041 876 106 97
Approach Delay, s/veh 7.0 6.3 15.5 15.2
Approach LOS AABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 12.6 27.3 12.6 27.3
Change Period (Y+Rc), s 6.3 6.3 6.3 6.3
Max Green Setting (Gmax), s 20.7 26.7 20.7 26.7
Max Q Clear Time (g_c+I1), s 4.2 16.4 3.9 11.4
Green Ext Time (p_c), s 0.4 4.6 0.4 4.6
Intersection Summary
HCM 6th Ctrl Delay 7.5
HCM 6th LOS A
5.5-6
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 3
Lane Group EBL EBT EBR NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 495 5 371 1443 591 759
Future Volume (vph) 495 5 371 1443 591 759
Turn Type Split NA Perm NA Prot NA
Protected Phases 4 4 2 1 6
Permitted Phases 4
Detector Phase 444216
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s)10.0 10.0 10.0 25.0 9.0 10.0
Total Split (s)40.0 40.0 40.0 27.0 23.0 50.0
Total Split (%)44.4% 44.4% 44.4% 30.0% 25.6% 55.6%
Yellow Time (s)4.0 4.0 4.0 4.0 3.0 4.0
All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 5.0 5.0 5.0 4.0 5.0
Lead/Lag Lag Lead
Lead-Lag Optimize?Yes Yes
Recall Mode None None None C-Min None C-Min
Intersection Summary
Cycle Length: 90
Actuated Cycle Length: 90
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow, Master Intersection
Natural Cycle: 80
Control Type: Actuated-Coordinated
Splits and Phases: 2: Citrus Av. & I-10 EB Ramps
5.5-7
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
2: Citrus Av. & I-10 EB Ramps 09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 495 5 371 00001443 667 591 759 0
Future Volume (veh/h) 495 5 371 00001443 667 591 759 0
Initial Q (Qb), veh 0 0 0 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 0 1900 1900 1900 1900 0
Adj Flow Rate, veh/h 527 0 315 0 1535 526 629 807 0
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, % 0 0 0 000000
Cap, veh/h 651 0 579 0 1793 602 687 2560 0
Arrive On Green 0.18 0.00 0.18 0.00 0.47 0.47 0.39 1.00 0.00
Sat Flow, veh/h 3619 0 3220 0 3994 1284 3510 3705 0
Grp Volume(v), veh/h 527 0 315 0 1385 676 629 807 0
Grp Sat Flow(s),veh/h/ln 1810 0 1610 0 1729 1649 1755 1805 0
Q Serve(g_s), s 12.6 0.0 8.0 0.0 31.9 33.2 15.3 0.0 0.0
Cycle Q Clear(g_c), s 12.6 0.0 8.0 0.0 31.9 33.2 15.3 0.0 0.0
Prop In Lane 1.00 1.00 0.00 0.78 1.00 0.00
Lane Grp Cap(c), veh/h 651 0 579 0 1622 773 687 2560 0
V/C Ratio(X)0.81 0.00 0.54 0.00 0.85 0.87 0.92 0.32 0.00
Avail Cap(c_a), veh/h 1407 0 1252 0 1622 773 741 2560 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00
Upstream Filter(I)1.00 0.00 1.00 0.00 0.09 0.09 0.88 0.88 0.00
Uniform Delay (d), s/veh 35.4 0.0 33.5 0.0 21.2 21.5 26.7 0.0 0.0
Incr Delay (d2), s/veh 0.9 0.0 0.3 0.0 0.6 1.4 13.4 0.3 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.3 0.0 3.0 0.0 11.3 11.4 5.8 0.1 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 36.4 0.0 33.8 0.0 21.7 22.9 40.1 0.3 0.0
LnGrp LOS D A C A C C D A A
Approach Vol, veh/h 842 2061 1436
Approach Delay, s/veh 35.4 22.1 17.7
Approach LOS D C B
Timer - Assigned Phs 1 2 4 6
Phs Duration (G+Y+Rc), s 21.6 47.2 21.2 68.8
Change Period (Y+Rc), s 4.0 5.0 5.0 5.0
Max Green Setting (Gmax), s 19.0 22.0 35.0 45.0
Max Q Clear Time (g_c+I1), s 17.3 35.2 14.6 2.0
Green Ext Time (p_c), s 0.3 0.0 1.6 3.5
Intersection Summary
HCM 6th Ctrl Delay 23.3
HCM 6th LOS C
Notes
User approved volume balancing among the lanes for turning movement.
5.5-8
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 5
Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 693 920 102 324 473 71 1031 127 396 554 319
Future Volume (vph) 693 920 102 324 473 71 1031 127 396 554 319
Turn Type Prot NA Prot NA pm+ov Prot NA Perm Prot NA pm+ov
Protected Phases 7438152 167
Permitted Phases 8 2 6
Detector Phase 74381522167
Switch Phase
Minimum Initial (s) 5.0 7.0 5.0 7.0 5.0 5.0 7.0 7.0 5.0 7.0 5.0
Minimum Split (s)10.0 39.3 10.0 38.3 12.0 10.0 41.9 41.9 12.0 36.9 10.0
Total Split (s)23.7 45.3 16.7 38.3 16.0 10.0 42.0 42.0 16.0 48.0 23.7
Total Split (%)19.8% 37.8% 13.9% 31.9% 13.3% 8.3% 35.0% 35.0% 13.3% 40.0% 19.8%
Yellow Time (s)3.0 4.3 3.0 4.3 3.0 3.0 3.9 3.9 3.0 3.9 3.0
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)5.0 6.3 5.0 6.3 5.0 5.0 5.9 5.9 5.0 5.9 5.0
Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lag Lead Lag Lead
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None None None None None None
Intersection Summary
Cycle Length: 120
Actuated Cycle Length: 114.5
Natural Cycle: 145
Control Type: Actuated-Uncoordinated
Splits and Phases: 3: Citrus Av. & Slover Av.
5.5-9
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
3: Citrus Av. & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 693 920 42 102 324 473 71 1031 127 396 554 319
Future Volume (veh/h) 693 920 42 102 324 473 71 1031 127 396 554 319
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 0.98 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 722 958 17 106 338 448 74 1074 67 412 577 239
Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96
Percent Heavy Veh, %000000000000
Cap, veh/h 548 1267 22 131 959 575 134 1088 477 322 1281 823
Arrive On Green 0.16 0.35 0.35 0.07 0.27 0.27 0.04 0.30 0.30 0.09 0.35 0.35
Sat Flow, veh/h 3510 3628 64 1810 3610 1608 3510 3610 1582 3510 3610 1610
Grp Volume(v), veh/h 722 477 498 106 338 448 74 1074 67 412 577 239
Grp Sat Flow(s),veh/h/ln 1755 1805 1887 1810 1805 1608 1755 1805 1582 1755 1805 1610
Q Serve(g_s), s 18.7 28.0 28.0 6.9 9.1 29.7 2.5 35.5 3.7 11.0 14.7 10.2
Cycle Q Clear(g_c), s 18.7 28.0 28.0 6.9 9.1 29.7 2.5 35.5 3.7 11.0 14.7 10.2
Prop In Lane 1.00 0.03 1.00 1.00 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 548 630 659 131 959 575 134 1088 477 322 1281 823
V/C Ratio(X) 1.32 0.76 0.76 0.81 0.35 0.78 0.55 0.99 0.14 1.28 0.45 0.29
Avail Cap(c_a), veh/h 548 630 659 177 964 577 146 1088 477 322 1281 823
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 50.6 34.5 34.5 54.8 35.7 34.3 56.6 41.6 30.5 54.4 29.7 16.8
Incr Delay (d2), s/veh 155.6 4.7 4.5 13.3 0.1 6.1 1.5 24.1 0.0 147.1 0.1 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 19.8 12.5 13.1 3.6 3.9 12.0 1.1 18.7 1.4 11.3 6.2 3.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 206.1 39.1 39.0 68.1 35.7 40.4 58.1 65.8 30.6 201.6 29.8 16.9
LnGrp LOS F D D E D D E E C F C B
Approach Vol, veh/h 1697 892 1215 1228
Approach Delay, s/veh 110.1 41.9 63.4 84.9
Approach LOS F D E F
Timer - Assigned Phs 12345678
Phs Duration (G+Y+Rc), s 16.0 42.0 13.7 48.2 9.6 48.4 23.7 38.1
Change Period (Y+Rc), s 5.0 5.9 5.0 6.3 5.0 5.9 5.0 6.3
Max Green Setting (Gmax), s 11.0 36.1 11.7 39.0 5.0 42.1 18.7 32.0
Max Q Clear Time (g_c+I1), s 13.0 37.5 8.9 30.0 4.5 16.7 20.7 31.7
Green Ext Time (p_c), s 0.0 0.0 0.0 2.6 0.0 2.7 0.0 0.1
Intersection Summary
HCM 6th Ctrl Delay 80.6
HCM 6th LOS F
5.5-10
Timings Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 15
Lane Group EBL EBT WBL WBT NBL NBT SBL SBT
Lane Configurations
Traffic Volume (vph) 120 1117 77 911 65 1 216 2
Future Volume (vph) 120 1117 77 911 65 1 216 2
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4826
Permitted Phases 4826
Detector Phase 44882266
Switch Phase
Minimum Initial (s) 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0
Minimum Split (s)23.3 23.3 23.3 23.3 23.3 23.3 23.3 23.3
Total Split (s)36.0 36.0 36.0 36.0 24.0 24.0 24.0 24.0
Total Split (%)60.0% 60.0% 60.0% 60.0% 40.0% 40.0% 40.0% 40.0%
Yellow Time (s)4.3 4.3 4.3 4.3 4.3 4.3 4.3 4.3
All-Red Time (s)2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s)6.3 6.3 6.3 6.3 6.3 6.3
Lead/Lag
Lead-Lag Optimize?
Recall Mode None None None None None None None None
Intersection Summary
Cycle Length: 60
Actuated Cycle Length: 53.1
Natural Cycle: 60
Control Type: Actuated-Uncoordinated
Splits and Phases: 10: Juniper & Slover Av.
5.5-11
HCM 6th Signalized Intersection Summary Slover Av. & Cypress Av. Warehouse (JN 13921)
10: Juniper & Slover Av.09/07/2023
Opening Year Cumulative (2023) With Project - PM Peak Hour WITH IMPROVEMENTS Synchro 11 Report
Urban Crossroads, Inc.Page 16
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (veh/h) 120 1117 59 77 911 12 65 1 77 216 2 66
Future Volume (veh/h) 120 1117 59 77 911 12 65 1 77 216 2 66
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Work Zone On Approach No No No No
Adj Sat Flow, veh/h/ln 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Adj Flow Rate, veh/h 128 1188 63 82 969 13 69 1 82 230 2 70
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Percent Heavy Veh, %000000000000
Cap, veh/h 339 1804 96 260 1887 25 246 38 214 400 2 84
Arrive On Green 0.52 0.52 0.52 0.52 0.52 0.52 0.24 0.24 0.24 0.24 0.24 0.24
Sat Flow, veh/h 582 3486 185 451 3647 49 605 161 898 1164 10 354
Grp Volume(v), veh/h 128 615 636 82 480 502 152 0 0 302 0 0
Grp Sat Flow(s),veh/h/ln 582 1805 1866 451 1805 1891 1665 0 0 1528 0 0
Q Serve(g_s), s 9.6 12.9 12.9 8.4 9.0 9.0 0.0 0.0 0.0 5.6 0.0 0.0
Cycle Q Clear(g_c), s 18.6 12.9 12.9 21.3 9.0 9.0 3.8 0.0 0.0 9.4 0.0 0.0
Prop In Lane 1.00 0.10 1.00 0.03 0.45 0.54 0.76 0.23
Lane Grp Cap(c), veh/h 339 934 966 260 934 979 498 0 0 487 0 0
V/C Ratio(X) 0.38 0.66 0.66 0.31 0.51 0.51 0.31 0.00 0.00 0.62 0.00 0.00
Avail Cap(c_a), veh/h 373 1039 1075 287 1039 1089 653 0 0 633 0 0
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00
Uniform Delay (d), s/veh 14.3 9.1 9.1 16.9 8.2 8.2 16.4 0.0 0.0 18.2 0.0 0.0
Incr Delay (d2), s/veh 0.7 1.3 1.3 0.7 0.4 0.4 0.3 0.0 0.0 1.3 0.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 1.0 3.5 3.6 0.7 2.3 2.4 1.3 0.0 0.0 3.1 0.0 0.0
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh 15.0 10.4 10.4 17.6 8.6 8.6 16.8 0.0 0.0 19.5 0.0 0.0
LnGrp LOS BBBBAABAABAA
Approach Vol, veh/h 1379 1064 152 302
Approach Delay, s/veh 10.8 9.3 16.8 19.5
Approach LOS BABB
Timer - Assigned Phs 2468
Phs Duration (G+Y+Rc), s 18.6 33.0 18.6 33.0
Change Period (Y+Rc), s 6.3 6.3 6.3 6.3
Max Green Setting (Gmax), s 17.7 29.7 17.7 29.7
Max Q Clear Time (g_c+I1), s 5.8 20.6 11.4 23.3
Green Ext Time (p_c), s 0.6 5.5 1.0 3.4
Intersection Summary
HCM 6th Ctrl Delay 11.5
HCM 6th LOS B
5.5-12
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 5.6:
OPENING YEAR (2023) WITH PROJECT CONDITIONS QUEUING ANALYSIS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
Queuing and Blocking Report
Opening Year Cumulative (2023) With Project - AM Peak Hour 11/30/2021
Existing AM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report
Urban Crossroads, Inc.Page 1
Intersection: 4: Oleander Av. & Driveway 1
Movement WB
Directions Served LR
Maximum Queue (ft)30
Average Queue (ft)3
95th Queue (ft)18
Link Distance (ft)141
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Oleander Av. & Boyle Av/Driveway 2
Movement EB WB NB
Directions Served LTR LTR LTR
Maximum Queue (ft)55 62 23
Average Queue (ft)36 32 1
95th Queue (ft)53 51 9
Link Distance (ft)928 238 301
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Oleander Av. & Driveway 3
Movement WB
Directions Served LR
Maximum Queue (ft)31
Average Queue (ft)5
95th Queue (ft)23
Link Distance (ft)210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
5.6-1
Queuing and Blocking Report
Opening Year Cumulative (2023) With Project - AM Peak Hour 11/30/2021
Existing AM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report
Urban Crossroads, Inc.Page 2
Intersection: 7: Oleander Av. & Slover Av.
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft) 111 209 226 200 307 298 135 134 90 161
Average Queue (ft) 43 97 121 148 153 179 58 63 27 76
95th Queue (ft)95 176 207 223 272 271 108 108 65 132
Link Distance (ft)1438 1438 325 325 660 278
Upstream Blk Time (%)0 0
Queuing Penalty (veh)1 1
Storage Bay Dist (ft) 150 150 150 100
Storage Blk Time (%)0 3 12 4 0004
Queuing Penalty (veh) 0 2 41 12 1002
Intersection: 8: Slover Av. & Driveway 4
Movement WB WB SB
Directions Served T TR R
Maximum Queue (ft)13 15 31
Average Queue (ft)0 1 4
95th Queue (ft)9 7 20
Link Distance (ft) 852 852 263
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 59
5.6-2
Queuing and Blocking Report
Opening Year Cumulative (2023) With Project - PM Peak Hour 11/30/2021
Existing PM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report
Urban Crossroads, Inc.Page 1
Intersection: 4: Oleander Av. & Driveway 1
Movement WB
Directions Served LR
Maximum Queue (ft)36
Average Queue (ft)14
95th Queue (ft)39
Link Distance (ft)141
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 5: Oleander Av. & Boyle Av/Driveway 2
Movement EB WB NB
Directions Served LTR LTR LTR
Maximum Queue (ft)43 48 8
Average Queue (ft)23 25 0
95th Queue (ft)45 47 5
Link Distance (ft)928 238 301
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Intersection: 6: Oleander Av. & Driveway 3
Movement WB
Directions Served LR
Maximum Queue (ft)49
Average Queue (ft)19
95th Queue (ft)45
Link Distance (ft)210
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
5.6-3
Queuing and Blocking Report
Opening Year Cumulative (2023) With Project - PM Peak Hour 11/30/2021
Existing PM Slover Av. & Cypress Av. Warehouse (JN 13921)SimTraffic Report
Urban Crossroads, Inc.Page 2
Intersection: 7: Oleander Av. & Slover Av.
Movement EB EB EB WB WB WB NB NB SB SB
Directions Served L T TR L T TR L TR L TR
Maximum Queue (ft)94 235 263 105 114 180 83 70 62 69
Average Queue (ft)24 90 99 39 44 75 30 29 28 31
95th Queue (ft)72 188 209 82 92 147 63 55 57 57
Link Distance (ft)1438 1438 325 325 660 278
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft) 150 150 150 100
Storage Blk Time (%)2 0
Queuing Penalty (veh)1 0
Intersection: 8: Slover Av. & Driveway 4
Movement SB
Directions Served R
Maximum Queue (ft)31
Average Queue (ft)7
95th Queue (ft)28
Link Distance (ft)263
Upstream Blk Time (%)
Queuing Penalty (veh)
Storage Bay Dist (ft)
Storage Blk Time (%)
Queuing Penalty (veh)
Zone Summary
Zone wide Queuing Penalty: 1
5.6-4
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
APPENDIX 7.1:
SBCTA VMT SCREENING TOOL RESULTS
Slover Avenue & Cypress Avenue Warehouse Traffic Study
13921-09 TS Report
This Page Intentionally Left Blank
DATE: July 3, 2023
TO: Tracy Zinn, T&B Planning, Inc.
FROM: Alex So, Urban Crossroads
JOB NO: 13921-06 VMT
SOLVER AVENUE AND CYPRESS AVENUE WAREHOUSE VEHICLE
MILES TRAVELED (VMT) ANALYSIS
Urban Crossroads, Inc. is pleased to provide the following Vehicle Miles Traveled
(VMT) Analysis for the Solver Avenue and Cypress Avenue Warehouse (Project),
which is located on the northwest corner of Cypress Avenue and Slover Avenue, in
the City of Fontana.
PROJECT OVERVIEW
The Project consists of the development of 469,095 square feet of high-cube
fulfillment center warehouse use (75% of the total square footage) and 156,365
square feet of high-cube cold storage warehouse use (25% of the total square
footage) for a total of 625,460 square feet (site plan is provided in Attachment A).
BACKGROUND
Changes to California Environmental Quality Act (CEQA) Guidelines were adopted
in December 2018, requiring all lead agencies to adopt VMT as a replacement for
automobile delay-based level of service (LOS) as the new measure for identifying
transportation impacts for land use projects. This statewide mandate went into
effect July 1, 2020, consistent with Senate Bill 743 (SB 743). To comply with SB 743,
the City of Fontana adopted their Traffic Impact Analysis (TIA) Guidelines for Vehicle
Miles Traveled (VMT) and Level of Service (October of 2020) (City Guidelines) (1).
The adopted City Guidelines have been utilized to prepare this VMT analysis.
VMT SCREENING
For the purposes of this analysis, the VMT screening process has been conducted
with the aid of the San Bernardino County Transportation Authority (SBCTA) VMT
Screening Tool (Screening Tool) and uses screening criteria consistent with the
screening thresholds described within the City Guidelines. The City Guidelines state
that a project may have a less than significant impact and screen out of requiring a
project level VMT analysis if it meets at least one of the City’s VMT screening steps.
The City’s adopted VMT screening steps are described in Table 1 along with a
determination of each screening step’s applicability to the Project.
7.1-1
Tracy Zinn, T&B Planning, Inc.
July 3, 2023
Page 2 of 5
13921-07 VMT
TABLE 1: SCREENING STEPS FOR LAND USE PROJECTS EXEMPT FROM VMT ANALYSIS
Screening Steps Description Result
1.Transit Priority
(TPA) Screening
Projects located within a TPA (i.e., within a half mile of an existing major
transit stop or an existing stop along a high-quality transit corridor) are
presumed to have less than significant impact on VMT.
Does not meet.
2.Low VMT Area
Screening
Projects located within a low VMT generating zone that can reasonably
be expected to generate VMT per resident, per worker, or per service
population that is similar to the existing land uses in the low VMT area
are presumed to have a less than significant impact on VMT.
Does not meet.
3.Low Project Type
Screening
Local-Serving Retail under 50,000 square feet and Local Essential
Services such as K-12 schools, day care centers, and community
institutions shortens non-discretionary trips by putting those goods and
services closer to residents, resulting in an overall reduction in VMT.
Does not meet.
4.Project Net Daily
Trips Less Than 500
ADT.
Projects that generate fewer than 500 average daily trips (ADT) would
not cause a substantial increase in the total citywide or regional VMT
and are therefore presumed to have a less than significant impact on
VMT.
Does not meet.
The Project was not found to meet any of the above described VMT screening steps, consistent
with City Guidelines a VMT analysis was conducted.
VMT ANALYSIS
MODELING METHODOLOGY
The City Guidelines identify the San Bernardino Transportation Analysis Model (SBTAM) as the
appropriate tool for conducting VMT analysis for land development projects in the City of
Fontana. SBTAM is a useful tool to estimate VMT as it considers interaction between different
land uses based on socio-economic data such as population, households, and employment.
SBTAM is a travel forecasting model that represents a sub-area (San Bernardino County) of the
Southern California Association of Governments (SCAG) regional traffic model. SBTAM was
designed to provide a greater level of detail and sensitivity in the San Bernardino County area as
compared to the regional SCAG model.
VMT METRIC AND SIGNIFICANCE THRESHOLD
Based on consultation with City Staff, single employment generating land use project in the City
of Fontana shall use the VMT metric of VMT per employee as the appropriate measure in a VMT
analysis. SBCTA Guidelines have identified the following recommended thresholds:
1.Baseline project generated VMT per employee exceeds 15% below the baseline
County of San Bernardino VMT per employee, or
2.Cumulative project generated VMT per employee exceeds 15% below the baseline
County of San Bernardino VMT per employee.
Baseline County of San Bernardino VMT estimates can be obtained from the San Bernardino
County Transportation Authority (SBCTA), which previously prepared VMT estimates for the
SBTAM base year and cumulative year traffic models for each of its member agencies and for the
7.1-2
Tracy Zinn, T&B Planning, Inc.
July 3, 2023
Page 3 of 5
13921-07 VMT
County of San Bernardino region. The County of San Bernardino baseline (2022) VMT per
employee is 16.9, while the City’s adopted impact threshold of 15% below the regional baseline
is calculated as 14.37 VMT per employee.
PROJECT LAND USE CONVERSION
In order to estimate project generated VMT, standard land use information such as building
square footage must first be converted into a SBTAM compatible dataset. The SBTAM model
utilizes socio-economic data (SED) (e.g., population, households, employment, etc.) instead of
land use information to estimate vehicle trips. The Project SED was isolated within the Project
TAZ 53724302. The Project’s building square footage was converted into employment for input
into SBTAM using employment density factors derived by the Southern California Association of
Governments (SCAG) Employment Density Study (October 2001) (2). Table 2 presents the
estimated number of Project employees by land use type used to populate the SBTAM model for
the proposed Project.
TABLE 2: EMPLOYMENT ESTIMATES
Land Use Quantity Employment Density Factor1 Estimated Employees
Industrial 625,460 SF 1,195 SF per employee 523
PROJECT’S HBW VMT CALCULATION AND COMPARISON TO IMPACT THRESHOLD
As stated previously, for industrial land uses the efficiency metric VMT per employee is used to
evaluate Project VMT. VMT per employee is derived by dividing Project generated HBW VMT by
the number of estimated Project employees. HBW VMT is obtained from the SBTAM model using
the Production/Attraction (PA) method for calculating VMT, which sums all weekday VMT
generated by trips with at least one trip end in the study area (i.e., Project’s TAZ 53724302).
Productions are land use types that generate trips (residences), and attractions are land use types
that attract trips (employment). Productions and attractions are converted from person trips to
vehicle trips for the purposes of calculating VMT and are then multiplied by the distance skims to
calculate VMT. Table 3 presents Project generated PA HBW VMT from the SBTAM model, along
with the estimated number of Project employees, and the resulting VMT per employee. As shown
in Table 3, the baseline HBW VMT per employee is 0.21% above the City’s VMT impact threshold
and the cumulative HBW VMT per employee is 49.27 below the City’s VMT impact threshold.
TABLE 3: PROJECT VMT PER EMPLOYEE
Baseline Cumulative
HBW VMT 7,539 3,816
Employees 523 523
Project HBW VMT per Employee 14.40 7.29
City Threshold 14.37 14.37
Percent Change +0.21% -49.27%
Potentially Significant? Yes No
1 SCAG Employment Density Study; Table II-B.
7.1-3
Tracy Zinn, T&B Planning, Inc.
July 3, 2023
Page 4 of 5
13921-07 VMT
As the Project would generate total HBW VMT per employee above the City’s adopted impact
threshold by 0.21% for the baseline condition. The Project would be required to reduce its VMT
impact by 17.52 VMT or less than 0.23%3 to achieve a less than significant finding. However, the
SBTAM model does adequately account for Project design features that would result in
reductions to project generated VMT. When these design features are included in the calculation
of VMT per employee, the resulting reduction in VMT falls below the City’s impact threshold.
PROJECT DESIGN FEATURES
The Project as contemplated includes design features that would result in reductions to commute
VMT, which could not be accurately accounted for by the calculations conducted using the SBTAM
Model. The level of effectiveness of each Project design feature has therefore been calculated
based on the Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate
Vulnerabilities, and Advancing Health and Equity (CAPCOA, 2021) (2021 Handbook).
DESIGN FEATURE 1: RIDESHARING PROGRAM
The Project could provide a ridesharing program and establish a permanent transportation
management association with funding requirements for employers. Ridesharing encourages
carpooled vehicle trips in place of single-occupied vehicle trips, thereby reducing the number of
trips and VMT. Ridesharing must be promoted through a multifaceted approach. Examples
include the following.
• Designating a certain percentage of desirable parking spaces for ridesharing vehicles.
• Designating adequate passenger loading and unloading and waiting areas for ridesharing
vehicles.
• Providing an app or website for coordinating rides.
TABLE 7: VMT CALCULATION VARIABLES
𝐴𝐴=𝐵𝐵× 𝐶𝐶 4%=100%× 4%
The Project as designed, will provide carpool/vanpool/EV parking designated spaces in locations
of easy and convenient accessibility to the Project building. As calculated for the Project, with
2 (14.4 VMT/EmpProject x 523 Employees) - (14.37 VMT/EmpThreshold x 523 Employees) = 17.5 VMT
3 (17.5 / 7,539) x 100 = 0.23%
ID Variable Value Unit Source
A
Percent reduction in GHG emissions from
project/site employee commute VMT 0-8.0 %calculated
B Percent of employees eligible for program 0-100 %user input
C Percent reduction in employee commute VMT 4 %SANDAG 2019
Output
User Inputs
Constants, Assumptions, and Available Defaults
7.1-4
Tracy Zinn, T&B Planning, Inc.
July 3, 2023
Page 5 of 5
13921-07 VMT
proper implementation and 100% of the Project’s employees eligible, the Project is expected to
reduce VMT by 4%. As outlined through the VMT reduction calculations presented above, with
the inclusion of the Project’s design feature will further reduce VMT by 4%, which would bring the
Project’s VMT per employee to below the City’s threshold.
Additionally, the previous calculation was conducted with a minimal number of eligible
employees of 7% to be below the City’s VMT impact threshold. The net reduction would reduce
the Project’s VMT by 0.28% or 21.11 VMT4. With the minimal number of eligible participating
employees, the Project would result in a HBW VMT 7,517.9 or 14.37 VMT per employee5. 𝐴𝐴=𝐵𝐵× 𝐶𝐶 0.28% = 7% × 4%
PROJECT’S CUMULATIVE EFFECT ON VMT
The City Guidelines note that if a project is consistent with the regional transportation plan (RTP)
and sustainable community strategies (SCS), then the cumulative impacts shall be considered less
than significant subject to consideration of other substantial evidence. The project site has a
General Plan land use designation of Light Industrial (I-L) and is zoned Light Industrial (M-1). As
the Project is an allowed use consistent with the General Plan land use designation and zoning,
the cumulative effect on VMT is considered less than significant.
SUMMARY
Based on the results of this analysis the following findings are made:
• The Project’s VMT impact was evaluated against screening criteria as outlined in the City
Guidelines. The Project was not found to meet any available screening criteria, and a
model based VMT analysis was performed.
• The Project’s VMT analysis found the Project to exceed the City’s VMT per employee
threshold by 0.21% in baseline conditions and be below the City’s VMT threshold by
49.27% in cumulative conditions. However, with the inclusion of project design features,
the Project reduces its VMT per employee to below the City’s impact threshold in the
baseline conditions.
• The Project was found to be consistent with the underlying land use and zoning
assumptions in the City’s General Plan and the cumulative effect on VMT is considered
less than significant.
• The Project is found to have a less than significant impact.
If you have any questions, please contact me directly at aso@urbanxroads.com.
4 7,539 - 0.28% = 7,518.9 VMT
5 7,517.9 / 523 employees = 14.37 VMT per employee
7.1-5
13921-07 VMT
REFERENCES
1. City of Fontana. Traffic Impact Analysis (TIA) Guidelines for Vehicle Miles Traveled and Level of
Service Assessment. City of Fontana : s.n., October 21, 2020.
2. Southern California Association of Governments. Employment Density Study. October 2001.
7.1-6
13921-07 VMT
ATTACHMENT A
PRELIMINARY SITE PLAN
7.1-7
13921-07 VMT
7.1-8