-
APPENDIX F: Intersection Capacity Analysis Worksheets (under separate cover)
-
Existing
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 1
Lane
Gro
upEB
LEB
TW
BTW
BRSB
LSB
RLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
345
2215
720
8024
031
0Fu
ture V
olume
(vph
)34
522
1572
080
240
310
Lane
Gro
up F
low (v
ph)
359
2307
750
8325
032
3Tu
rn T
ype
pm+p
tNA
NAPe
rmPr
otPe
rmPr
otecte
d Pha
ses
52
64
Perm
itted P
hase
s2
64
Detec
tor P
hase
52
66
44
Switc
h Pha
seMi
nimum
Initia
l (s)
4.04.0
4.04.0
4.04.0
Minim
um S
plit (
s)9.0
23.0
23.0
23.0
23.0
23.0
Total
Spli
t (s)
16.0
80.0
64.0
64.0
40.0
40.0
Total
Spli
t (%
)13
.3%66
.7%53
.3%53
.3%33
.3%33
.3%Ye
llow
Time (
s)3.0
4.04.0
4.04.0
4.0Al
l-Red
Tim
e (s)
2.03.0
3.03.0
3.03.0
Lost
Time A
djust
(s)0.0
0.00.0
0.00.0
0.0To
tal Lo
st Tim
e (s)
5.07.0
7.07.0
7.07.0
Lead
/Lag
Lead
Lag
Lag
Lead
-Lag
Opti
mize
?Ye
sYe
sYe
sRe
call M
ode
None
C-Mi
nC-
Min
C-Mi
nMi
nMi
nv/c
Rati
o0.6
80.8
90.4
30.0
90.7
60.6
2Co
ntrol
Delay
14.2
21.5
16.6
4.460
.312
.2Qu
eue D
elay
0.00.0
0.00.0
0.00.0
Total
Dela
y14
.221
.516
.64.4
60.3
12.2
Queu
e Len
gth 50
th (m
)28
.220
5.471
.26.3
59.3
6.9Qu
eue L
ength
95th
(m)
52.5
#334
.311
3.011
.182
.132
.9Int
erna
l Link
Dist
(m)
257.6
1140
.429
7.2Tu
rn B
ay Le
ngth
(m)
120.0
75.0
135.0
Base
Cap
acity
(vph
)53
125
7917
4489
649
663
7St
arva
tion C
ap R
educ
tn0
00
00
0Sp
illbac
k Cap
Red
uctn
00
00
00
Stor
age C
ap R
educ
tn0
00
00
0Re
duce
d v/c
Ratio
0.68
0.89
0.43
0.09
0.50
0.51
Inter
secti
on S
umma
ryCy
cle Le
ngth:
120
Actua
ted C
ycle
Leng
th: 12
0Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
EBTL
and 6
:WBT
, Star
t of G
reen
Natur
al Cy
cle: 8
0Co
ntrol
Type
: Actu
ated-
Coor
dinate
d#
95th
perce
ntile
volum
e exc
eeds
capa
city,
queu
e may
be lo
nger
.
Que
ue sh
own i
s max
imum
after
two c
ycles
.
Splits
and P
hase
s:
3: Du
ndas
St W
& T
rema
ine R
d
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 2
Move
ment
EBL
EBT
WBT
WBR
SBL
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)34
522
1572
080
240
310
Futur
e Volu
me (v
ph)
345
2215
720
8024
031
0Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)5.0
7.07.0
7.07.0
7.0La
ne U
til. F
actor
1.00
*1.00
0.95
1.00
1.00
1.00
Frt
1.00
1.00
1.00
0.85
1.00
0.85
Flt P
rotec
ted0.9
51.0
01.0
01.0
00.9
51.0
0Sa
td. F
low (p
rot)
1736
3689
3252
1599
1805
1553
Flt P
ermi
tted
0.29
1.00
1.00
1.00
0.95
1.00
Satd.
Flow
(per
m)53
836
8932
5215
9918
0515
53Pe
ak-h
our f
actor
, PHF
0.96
0.96
0.96
0.96
0.96
0.96
Adj. F
low (v
ph)
359
2307
750
8325
032
3RT
OR R
educ
tion (
vph)
00
039
023
7La
ne G
roup
Flow
(vph
)35
923
0775
044
250
86He
avy V
ehicl
es (%
)4%
3%11
%1%
0%4%
Turn
Typ
epm
+pt
NANA
Perm
Prot
Perm
Prote
cted P
hase
s5
26
4Pe
rmitte
d Pha
ses
26
4Ac
tuated
Gre
en, G
(s)
83.9
83.9
64.3
64.3
22.1
22.1
Effec
tive G
reen
, g (s
)83
.983
.964
.364
.322
.122
.1Ac
tuated
g/C
Ratio
0.70
0.70
0.54
0.54
0.18
0.18
Clea
ranc
e Tim
e (s)
5.07.0
7.07.0
7.07.0
Vehic
le Ex
tensio
n (s)
3.03.0
3.03.0
3.03.0
Lane
Grp
Cap
(vph
)52
125
7917
4285
633
228
6v/s
Rati
o Pro
t0.0
8c0
.630.2
3c0
.14v/s
Rati
o Per
m0.4
00.0
30.0
6v/c
Rati
o0.6
90.8
90.4
30.0
50.7
50.3
0Un
iform
Dela
y, d1
8.514
.516
.813
.346
.442
.3Pr
ogre
ssion
Fac
tor1.0
01.0
00.8
71.1
41.0
01.0
0Inc
reme
ntal D
elay,
d23.8
5.30.8
0.19.3
0.6De
lay (s
)12
.319
.815
.415
.355
.742
.9Le
vel o
f Ser
vice
BB
BB
ED
Appr
oach
Dela
y (s)
18.8
15.4
48.5
Appr
oach
LOS
BB
D
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y22
.3HC
M 20
00 Le
vel o
f Ser
vice
CHC
M 20
00 V
olume
to C
apac
ity ra
tio0.9
1Ac
tuated
Cyc
le Le
ngth
(s)
120.0
Sum
of los
t time
(s)
19.0
Inter
secti
on C
apac
ity U
tiliza
tion
86.2%
ICU
Leve
l of S
ervic
eE
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 3
Lane
Gro
upEB
LEB
TEB
RW
BLW
BTW
BRNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
290
1730
300
300
515
130
150
645
370
290
645
115
Futur
e Volu
me (v
ph)
290
1730
300
300
515
130
150
645
370
290
645
115
Lane
Gro
up F
low (v
ph)
299
1784
309
309
531
134
155
665
381
299
665
119
Turn
Typ
ePr
otNA
Perm
Prot
NAPe
rmPr
otNA
Perm
Prot
NAPe
rmPr
otecte
d Pha
ses
52
16
74
38
Perm
itted P
hase
s2
64
8De
tector
Pha
se5
22
16
67
44
38
8Sw
itch P
hase
Minim
um In
itial (s
)8.0
15.0
15.0
8.015
.015
.08.0
15.0
15.0
8.015
.015
.0Mi
nimum
Spli
t (s)
14.0
47.0
47.0
14.0
47.0
47.0
14.0
51.0
51.0
14.0
51.0
51.0
Total
Spli
t (s)
20.0
72.0
72.0
20.0
72.0
72.0
16.0
32.0
32.0
16.0
32.0
32.0
Total
Spli
t (%
)14
.3%51
.4%51
.4%14
.3%51
.4%51
.4%11
.4%22
.9%22
.9%11
.4%22
.9%22
.9%Ye
llow
Time (
s)3.0
4.04.0
3.04.0
4.03.0
4.04.0
3.04.0
4.0Al
l-Red
Tim
e (s)
2.03.0
3.02.0
3.03.0
2.03.0
3.02.0
3.03.0
Lost
Time A
djust
(s)0.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.0To
tal Lo
st Tim
e (s)
5.07.0
7.05.0
7.07.0
5.07.0
7.05.0
7.07.0
Lead
/Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead
-Lag
Opti
mize
?Ye
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sRe
call M
ode
None
C-Mi
nC-
Min
None
C-Mi
nC-
Min
None
Min
Min
None
Min
Min
v/c R
atio
0.82
0.81
0.38
0.88
0.26
0.19
0.61
0.77
0.92
0.81
0.64
0.30
Contr
ol De
lay87
.117
.43.2
89.6
24.2
7.073
.562
.157
.877
.554
.910
.1Qu
eue D
elay
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
Total
Dela
y87
.117
.43.2
89.6
24.2
7.073
.562
.157
.877
.554
.910
.1Qu
eue L
ength
50th
(m)
39.8
117.7
12.2
0.025
.70.2
22.7
65.0
60.3
45.0
66.5
0.0Qu
eue L
ength
95th
(m)
#65.4
125.4
15.2
#75.5
44.3
m14.7
35.2
79.8
#121
.5#8
3.583
.417
.8Int
erna
l Link
Dist
(m)
3035
.976
0.552
7.924
3.9Tu
rn B
ay Le
ngth
(m)
150.0
135.0
180.0
200.0
85.0
75.0
130.0
135.0
Base
Cap
acity
(vph
)37
023
3884
035
321
5075
326
890
342
437
010
3840
3St
arva
tion C
ap R
educ
tn0
00
00
00
00
00
0Sp
illbac
k Cap
Red
uctn
00
00
00
00
00
00
Stor
age C
ap R
educ
tn0
00
00
00
00
00
0Re
duce
d v/c
Ratio
0.81
0.76
0.37
0.88
0.25
0.18
0.58
0.74
0.90
0.81
0.64
0.30
Inter
secti
on S
umma
ryCy
cle Le
ngth:
140
Actua
ted C
ycle
Leng
th: 14
0Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
EBT
and 6
:WBT
, Star
t of G
reen
Natur
al Cy
cle: 1
40Co
ntrol
Type
: Actu
ated-
Coor
dinate
d#
95th
perce
ntile
volum
e exc
eeds
capa
city,
queu
e may
be lo
nger
.
Que
ue sh
own i
s max
imum
after
two c
ycles
.m
Volu
me fo
r 95th
perce
ntile
queu
e is m
etere
d by u
pstre
am si
gnal.
Splits
and P
hase
s:
5: Ap
pleby
Line
& D
unda
s St W
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 4
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)29
017
3030
030
051
513
015
064
537
029
064
511
5Fu
ture V
olume
(vph
)29
017
3030
030
051
513
015
064
537
029
064
511
5Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)5.0
7.07.0
5.07.0
7.05.0
7.07.0
5.07.0
7.0La
ne U
til. F
actor
0.97
0.91
1.00
0.97
0.91
1.00
0.97
*0.95
1.00
0.97
*0.91
1.00
Frpb
, ped
/bike
s1.0
01.0
00.9
81.0
01.0
01.0
01.0
01.0
00.9
91.0
01.0
00.9
8Flp
b, pe
d/bike
s1.0
01.0
01.0
01.0
01.0
01.0
01.0
01.0
01.0
01.0
01.0
01.0
0Fr
t1.0
01.0
00.8
51.0
01.0
00.8
51.0
01.0
00.8
51.0
01.0
00.8
5Flt
Pro
tected
0.95
1.00
1.00
0.95
1.00
1.00
0.95
1.00
1.00
0.95
1.00
1.00
Satd.
Flow
(pro
t)34
3350
3615
2832
7346
3114
6833
6750
6115
3133
3550
3615
01Flt
Per
mitte
d0.9
51.0
01.0
00.9
51.0
01.0
00.9
51.0
01.0
00.9
51.0
01.0
0Sa
td. F
low (p
erm)
3433
5036
1528
3273
4631
1468
3367
5061
1531
3335
5036
1501
Peak
-hou
r fac
tor, P
HF0.9
70.9
70.9
70.9
70.9
70.9
70.9
70.9
70.9
70.9
70.9
70.9
7Ad
j. Flow
(vph
)29
917
8430
930
953
113
415
566
538
129
966
511
9RT
OR R
educ
tion (
vph)
00
137
00
750
015
30
094
Lane
Gro
up F
low (v
ph)
299
1784
172
309
531
5915
566
522
829
966
525
Confl
. Ped
s. (#
/hr)
44
32
23
Heav
y Veh
icles
(%)
2%3%
4%7%
12%
10%
4%7%
4%5%
3%6%
Turn
Typ
ePr
otNA
Perm
Prot
NAPe
rmPr
otNA
Perm
Prot
NAPe
rmPr
otecte
d Pha
ses
52
16
74
38
Perm
itted P
hase
s2
64
8Ac
tuated
Gre
en, G
(s)
14.8
61.5
61.5
15.1
61.8
61.8
10.5
23.8
23.8
15.6
28.9
28.9
Effec
tive G
reen
, g (s
)14
.861
.561
.515
.161
.861
.810
.523
.823
.815
.628
.928
.9Ac
tuated
g/C
Ratio
0.11
0.44
0.44
0.11
0.44
0.44
0.08
0.17
0.17
0.11
0.21
0.21
Clea
ranc
e Tim
e (s)
5.07.0
7.05.0
7.07.0
5.07.0
7.05.0
7.07.0
Vehic
le Ex
tensio
n (s)
3.03.0
3.03.0
3.03.0
3.03.0
3.03.0
3.03.0
Lane
Grp
Cap
(vph
)36
222
1267
135
320
4464
825
286
026
037
110
3930
9v/s
Rati
o Pro
t0.0
9c0
.35c0
.090.1
10.0
50.1
3c0
.090.1
3v/s
Rati
o Per
m0.1
10.0
4c0
.150.0
2v/c
Rati
o0.8
30.8
10.2
60.8
80.2
60.0
90.6
20.7
70.8
80.8
10.6
40.0
8Un
iform
Dela
y, d1
61.3
34.1
24.8
61.5
24.7
22.8
62.8
55.5
56.7
60.7
50.8
44.8
Prog
ress
ion F
actor
1.16
0.43
0.36
1.09
0.98
1.96
1.00
1.00
1.00
1.00
1.00
1.00
Incre
menta
l Dela
y, d2
12.4
2.80.8
19.0
0.30.2
4.44.4
26.6
12.0
1.40.1
Delay
(s)
83.3
17.4
9.885
.824
.444
.867
.259
.983
.372
.852
.244
.9Le
vel o
f Ser
vice
FB
AF
CD
EE
FE
DD
Appr
oach
Dela
y (s)
24.7
46.7
68.2
57.0
Appr
oach
LOS
CD
EE
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y43
.9HC
M 20
00 Le
vel o
f Ser
vice
DHC
M 20
00 V
olume
to C
apac
ity ra
tio0.8
3Ac
tuated
Cyc
le Le
ngth
(s)
140.0
Sum
of los
t time
(s)
24.0
Inter
secti
on C
apac
ity U
tiliza
tion
84.2%
ICU
Leve
l of S
ervic
eE
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 5
Lane
Gro
upEB
LEB
TEB
RW
BLW
BTNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
360
1455
515
135
500
190
710
145
250
1055
145
Futur
e Volu
me (v
ph)
360
1455
515
135
500
190
710
145
250
1055
145
Lane
Gro
up F
low (v
ph)
371
1500
531
139
706
196
732
149
258
1088
149
Turn
Typ
epm
+pt
NAPe
rmpm
+pt
NAPr
otNA
Perm
pm+p
tNA
Perm
Prote
cted P
hase
s5
21
67
43
8Pe
rmitte
d Pha
ses
22
64
88
Detec
tor P
hase
52
21
67
44
38
8Sw
itch P
hase
Minim
um In
itial (s
)7.0
20.0
20.0
7.020
.010
.010
.010
.07.0
10.0
10.0
Minim
um S
plit (
s)11
.044
.044
.011
.044
.014
.044
.044
.011
.044
.044
.0To
tal S
plit (
s)15
.048
.048
.012
.045
.015
.047
.047
.013
.045
.045
.0To
tal S
plit (
%)
12.5%
40.0%
40.0%
10.0%
37.5%
12.5%
39.2%
39.2%
10.8%
37.5%
37.5%
Yello
w Tim
e (s)
3.04.0
4.03.0
4.03.0
4.04.0
3.04.0
4.0Al
l-Red
Tim
e (s)
1.03.0
3.01.0
3.01.0
3.03.0
1.03.0
3.0Lo
st Tim
e Adju
st (s)
-2.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
Total
Lost
Time (
s)2.0
7.07.0
4.07.0
4.07.0
7.04.0
7.07.0
Lead
/Lag
Lead
Lag
Lag
Lead
Lag
Lead
Lag
Lag
Lead
Lag
Lag
Lead
-Lag
Opti
mize
?Ye
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sYe
sRe
call M
ode
None
C-Mi
nC-
Min
None
C-Mi
nNo
neMi
nMi
nNo
neMi
nMi
nv/c
Rati
o0.9
40.8
90.8
00.9
00.4
70.6
70.6
30.2
60.9
10.9
80.2
6Co
ntrol
Delay
54.9
42.2
32.0
74.3
27.6
64.5
36.8
5.753
.758
.35.5
Queu
e Dela
y0.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
Total
Dela
y54
.942
.232
.074
.327
.664
.536
.85.7
53.7
58.3
5.5Qu
eue L
ength
50th
(m)
61.8
146.1
100.9
21.9
54.5
24.5
80.2
0.039
.3~1
41.8
7.4Qu
eue L
ength
95th
(m)
#111
.414
7.178
.5#5
5.565
.837
.510
1.714
.7#7
0.1#1
91.5
8.3Int
erna
l Link
Dist
(m)
211.1
1764
.440
1.044
4.8Tu
rn B
ay Le
ngth
(m)
110.0
95.0
130.0
175.0
80.0
200.0
100.0
Base
Cap
acity
(vph
)39
417
0466
915
515
1330
011
5758
028
511
0757
3St
arva
tion C
ap R
educ
tn0
00
00
00
00
00
Spillb
ack C
ap R
educ
tn0
00
00
00
00
00
Stor
age C
ap R
educ
tn0
00
00
00
00
00
Redu
ced v
/c Ra
tio0.9
40.8
80.7
90.9
00.4
70.6
50.6
30.2
60.9
10.9
80.2
6
Inter
secti
on S
umma
ryCy
cle Le
ngth:
120
Actua
ted C
ycle
Leng
th: 12
0Of
fset: 6
2 (52
%),
Refer
ence
d to p
hase
2:EB
TL an
d 6:W
BTL,
Star
t of G
reen
Natur
al Cy
cle: 1
15Co
ntrol
Type
: Actu
ated-
Coor
dinate
d~
Volu
me ex
ceed
s cap
acity
, que
ue is
theo
retic
ally i
nfinit
e.
Que
ue sh
own i
s max
imum
after
two c
ycles
.#
95th
perce
ntile
volum
e exc
eeds
capa
city,
queu
e may
be lo
nger
.
Que
ue sh
own i
s max
imum
after
two c
ycles
.
Splits
and P
hase
s:
8: Br
onte
Rd &
Dun
das S
t W
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 6
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)36
014
5551
513
550
018
519
071
014
525
010
5514
5Fu
ture V
olume
(vph
)36
014
5551
513
550
018
519
071
014
525
010
5514
5Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)2.0
7.07.0
4.07.0
4.07.0
7.04.0
7.07.0
Lane
Util.
Fac
tor1.0
00.9
11.0
01.0
00.9
10.9
70.9
51.0
01.0
00.9
51.0
0Fr
pb, p
ed/bi
kes
1.00
1.00
0.99
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Flpb,
ped/b
ikes
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
Frt
1.00
1.00
0.85
1.00
0.96
1.00
1.00
0.85
1.00
1.00
0.85
Flt P
rotec
ted0.9
51.0
01.0
00.9
51.0
00.9
51.0
01.0
00.9
51.0
01.0
0Sa
td. F
low (p
rot)
1769
4988
1548
1492
4606
3273
3471
1442
1703
3438
1468
Flt P
ermi
tted
0.29
1.00
1.00
0.11
1.00
0.95
1.00
1.00
0.24
1.00
1.00
Satd.
Flow
(per
m)54
549
8815
4816
746
0632
7334
7114
4243
634
3814
68Pe
ak-h
our f
actor
, PHF
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
Adj. F
low (v
ph)
371
1500
531
139
515
191
196
732
149
258
1088
149
RTOR
Red
uctio
n (vp
h)0
014
10
560
00
990
010
1La
ne G
roup
Flow
(vph
)37
115
0039
013
965
00
196
732
5025
810
8848
Confl
. Ped
s. (#
/hr)
21
12
Heav
y Veh
icles
(%)
2%4%
3%21
%9%
4%7%
4%12
%6%
5%10
%Tu
rn T
ype
pm+p
tNA
Perm
pm+p
tNA
Prot
NAPe
rmpm
+pt
NAPe
rmPr
otecte
d Pha
ses
52
16
74
38
Perm
itted P
hase
s2
26
48
8Ac
tuated
Gre
en, G
(s)
51.5
40.5
40.5
45.5
37.5
10.8
40.0
40.0
48.2
38.7
38.7
Effec
tive G
reen
, g (s
)54
.540
.540
.545
.537
.510
.840
.040
.048
.238
.738
.7Ac
tuated
g/C
Ratio
0.45
0.34
0.34
0.38
0.31
0.09
0.33
0.33
0.40
0.32
0.32
Clea
ranc
e Tim
e (s)
4.07.0
7.04.0
7.04.0
7.07.0
4.07.0
7.0Ve
hicle
Exten
sion (
s)3.0
3.03.0
3.03.0
3.03.0
3.03.0
3.03.0
Lane
Grp
Cap
(vph
)38
016
8352
215
114
3929
411
5748
027
511
0847
3v/s
Rati
o Pro
tc0
.11c0
.300.0
60.1
40.0
60.2
1c0
.07c0
.32v/s
Rati
o Per
m0.3
40.2
50.2
90.0
30.3
00.0
3v/c
Rati
o0.9
80.8
90.7
50.9
20.4
50.6
70.6
30.1
00.9
40.9
80.1
0Un
iform
Dela
y, d1
27.0
37.7
35.2
29.1
33.0
52.9
33.8
27.6
30.6
40.3
28.5
Prog
ress
ion F
actor
1.07
0.95
1.11
1.02
0.91
1.00
1.00
1.00
0.87
0.90
0.96
Incre
menta
l Dela
y, d2
35.2
6.37.8
49.5
1.05.6
1.10.1
33.9
20.6
0.1De
lay (s
)64
.042
.146
.879
.031
.058
.534
.927
.760
.456
.927
.3Le
vel o
f Ser
vice
ED
DE
CE
CC
EE
CAp
proa
ch D
elay (
s)46
.538
.938
.254
.6Ap
proa
ch LO
SD
DD
D
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y46
.0HC
M 20
00 Le
vel o
f Ser
vice
DHC
M 20
00 V
olume
to C
apac
ity ra
tio0.9
7Ac
tuated
Cyc
le Le
ngth
(s)
120.0
Sum
of los
t time
(s)
22.0
Inter
secti
on C
apac
ity U
tiliza
tion
105.8
%IC
U Le
vel o
f Ser
vice
GAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gro
up
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 7
Lane
Gro
upEB
LEB
RNB
TSB
TLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
155
155
895
1555
Futur
e Volu
me (v
ph)
155
155
895
1555
Lane
Gro
up F
low (v
ph)
165
165
952
1654
Turn
Typ
ePr
otPe
rmNA
NAPr
otecte
d Pha
ses
42
6Pe
rmitte
d Pha
ses
4De
tector
Pha
se4
42
6Sw
itch P
hase
Minim
um In
itial (s
)6.0
6.020
.020
.0Mi
nimum
Spli
t (s)
24.0
24.0
26.0
26.0
Total
Spli
t (s)
30.0
30.0
55.0
55.0
Total
Spli
t (%
)35
.3%35
.3%64
.7%64
.7%Ye
llow
Time (
s)4.0
4.04.0
4.0Al
l-Red
Tim
e (s)
2.02.0
2.02.0
Lost
Time A
djust
(s)0.0
0.00.0
0.0To
tal Lo
st Tim
e (s)
6.06.0
6.06.0
Lead
/Lag
Lead
-Lag
Opti
mize
?Re
call M
ode
Min
Min
C-Mi
nC-
Min
v/c R
atio
0.32
0.60
0.27
0.69
Contr
ol De
lay32
.233
.55.3
10.0
Queu
e Dela
y0.0
0.00.0
0.0To
tal D
elay
32.2
33.5
5.310
.0Qu
eue L
ength
50th
(m)
13.0
20.0
18.4
72.0
Queu
e Len
gth 95
th (m
)20
.437
.230
.612
1.9Int
erna
l Link
Dist
(m)
872.6
369.6
Turn
Bay
Leng
th (m
)10
0.0Ba
se C
apac
ity (v
ph)
932
466
3498
2411
Star
vatio
n Cap
Red
uctn
00
00
Spillb
ack C
ap R
educ
tn0
00
0St
orag
e Cap
Red
uctn
00
00
Redu
ced v
/c Ra
tio0.1
80.3
50.2
70.6
9
Inter
secti
on S
umma
ryCy
cle Le
ngth:
85Ac
tuated
Cyc
le Le
ngth:
85Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
NBT
and 6
:SBT
, Star
t of G
reen
Natur
al Cy
cle: 6
0Co
ntrol
Type
: Actu
ated-
Coor
dinate
d
Splits
and P
hase
s:
11: B
ronte
Rd &
Hwy
407 E
B Of
f Ram
p
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 8
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)15
50
155
00
00
895
00
1555
0Fu
ture V
olume
(vph
)15
50
155
00
00
895
00
1555
0Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)6.0
6.06.0
6.0La
ne U
til. F
actor
0.97
1.00
0.91
0.95
Frt
1.00
0.85
1.00
1.00
Flt P
rotec
ted0.9
51.0
01.0
01.0
0Sa
td. F
low (p
rot)
3303
1553
4988
3438
Flt P
ermi
tted
0.95
1.00
1.00
1.00
Satd.
Flow
(per
m)33
0315
5349
8834
38Pe
ak-h
our f
actor
, PHF
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
0.94
Adj. F
low (v
ph)
165
016
50
00
095
20
016
540
RTOR
Red
uctio
n (vp
h)0
033
00
00
00
00
0La
ne G
roup
Flow
(vph
)16
50
132
00
00
952
00
1654
0He
avy V
ehicl
es (%
)6%
2%4%
2%2%
2%2%
4%2%
2%5%
2%Tu
rn T
ype
Prot
Perm
NANA
Prote
cted P
hase
s4
26
Perm
itted P
hase
s4
Actua
ted G
reen
, G (s
)13
.413
.459
.659
.6Ef
fectiv
e Gre
en, g
(s)
13.4
13.4
59.6
59.6
Actua
ted g/
C Ra
tio0.1
60.1
60.7
00.7
0Cl
eara
nce T
ime (
s)6.0
6.06.0
6.0Ve
hicle
Exten
sion (
s)4.0
4.07.0
7.0La
ne G
rp C
ap (v
ph)
520
244
3497
2410
v/s R
atio P
rot
0.05
0.19
c0.48
v/s R
atio P
erm
c0.09
v/c R
atio
0.32
0.54
0.27
0.69
Unifo
rm D
elay,
d131
.733
.04.7
7.3Pr
ogre
ssion
Fac
tor1.0
01.0
01.0
01.0
0Inc
reme
ntal D
elay,
d20.5
3.10.2
1.6De
lay (s
)32
.236
.04.9
8.9Le
vel o
f Ser
vice
CD
AA
Appr
oach
Dela
y (s)
34.1
0.04.9
8.9Ap
proa
ch LO
SC
AA
A
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y10
.5HC
M 20
00 Le
vel o
f Ser
vice
BHC
M 20
00 V
olume
to C
apac
ity ra
tio0.6
6Ac
tuated
Cyc
le Le
ngth
(s)
85.0
Sum
of los
t time
(s)
12.0
Inter
secti
on C
apac
ity U
tiliza
tion
62.6%
ICU
Leve
l of S
ervic
eB
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 9
Lane
Gro
upEB
LEB
TW
BLW
BTW
BRNB
LNB
TSB
TLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
50
105
520
115
980
1575
Futur
e Volu
me (v
ph)
50
105
520
115
980
1575
Lane
Gro
up F
low (v
ph)
031
5758
1911
910
1016
39Tu
rn T
ype
Perm
NASp
litNA
Perm
pm+p
tNA
NAPr
otecte
d Pha
ses
48
85
26
Perm
itted P
hase
s4
82
Detec
tor P
hase
44
88
85
26
Switc
h Pha
seMi
nimum
Initia
l (s)
4.04.0
6.06.0
6.04.0
20.0
20.0
Minim
um S
plit (
s)20
.020
.024
.024
.024
.08.0
26.0
26.0
Total
Spli
t (s)
25.0
25.0
30.0
30.0
30.0
25.0
55.0
30.0
Total
Spli
t (%
)22
.7%22
.7%27
.3%27
.3%27
.3%22
.7%50
.0%27
.3%Ye
llow
Time (
s)4.0
4.04.0
4.04.0
3.04.0
4.0Al
l-Red
Tim
e (s)
2.02.0
2.02.0
2.01.0
2.02.0
Lost
Time A
djust
(s)0.0
0.00.0
0.00.0
0.00.0
Total
Lost
Time (
s)6.0
6.06.0
6.04.0
6.06.0
Lead
/Lag
Lead
Lag
Lead
-Lag
Opti
mize
?Ye
sYe
sRe
call M
ode
None
None
Min
Min
Min
None
C-Mi
nC-
Min
v/c R
atio
0.18
0.44
0.47
0.08
0.78
0.40
0.55
Contr
ol De
lay2.2
56.3
57.8
0.750
.37.1
16.9
Queu
e Dela
y0.0
0.00.0
0.00.0
0.00.0
Total
Dela
y2.2
56.3
57.8
0.750
.37.1
16.9
Queu
e Len
gth 50
th (m
)0.0
13.0
13.6
0.012
.946
.282
.8Qu
eue L
ength
95th
(m)
0.026
.227
.60.0
34.0
67.5
131.7
Inter
nal L
ink D
ist (m
)97
.033
3.836
9.622
6.1Tu
rn B
ay Le
ngth
(m)
115.0
125.0
Base
Cap
acity
(vph
)29
230
929
039
122
225
2829
85St
arva
tion C
ap R
educ
tn0
00
00
00
Spillb
ack C
ap R
educ
tn0
00
00
00
Stor
age C
ap R
educ
tn0
00
00
00
Redu
ced v
/c Ra
tio0.1
10.1
80.2
00.0
50.5
40.4
00.5
5
Inter
secti
on S
umma
ryCy
cle Le
ngth:
110
Actua
ted C
ycle
Leng
th: 11
0Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
NBTL
and 6
:SBT
, Star
t of G
reen
Natur
al Cy
cle: 9
0Co
ntrol
Type
: Actu
ated-
Coor
dinate
d
Splits
and P
hase
s:
16: B
ronte
Rd &
Hwy
407 W
B Of
f Ram
p
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 10
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)5
025
105
520
115
980
00
1575
15Fu
ture V
olume
(vph
)5
025
105
520
115
980
00
1575
15Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)6.0
6.06.0
6.04.0
6.06.0
Lane
Util.
Fac
tor1.0
00.9
50.9
10.9
51.0
00.9
50.9
1Fr
t0.8
91.0
00.9
90.8
51.0
01.0
01.0
0Flt
Pro
tected
0.99
0.95
0.96
1.00
0.95
1.00
1.00
Satd.
Flow
(pro
t)15
1514
1713
2713
3490
234
3850
28Flt
Per
mitte
d0.7
00.9
50.9
61.0
00.0
91.0
01.0
0Sa
td. F
low (p
erm)
1075
1417
1327
1334
9034
3850
28Pe
ak-h
our f
actor
, PHF
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
0.97
Adj. F
low (v
ph)
50
2610
85
2111
910
100
016
2415
RTOR
Red
uctio
n (vp
h)0
300
01
170
00
00
0La
ne G
roup
Flow
(vph
)0
10
5757
211
910
100
016
390
Heav
y Veh
icles
(%)
17%
2%9%
21%
60%
15%
100%
5%2%
2%3%
6%Tu
rn T
ype
Perm
NASp
litNA
Perm
pm+p
tNA
NAPr
otecte
d Pha
ses
48
85
26
Perm
itted P
hase
s4
82
Actua
ted G
reen
, G (s
)3.3
10.2
10.2
10.2
78.5
78.5
62.9
Effec
tive G
reen
, g (s
)3.3
10.2
10.2
10.2
78.5
78.5
62.9
Actua
ted g/
C Ra
tio0.0
30.0
90.0
90.0
90.7
10.7
10.5
7Cl
eara
nce T
ime (
s)6.0
6.06.0
6.04.0
6.06.0
Vehic
le Ex
tensio
n (s)
3.03.0
3.03.0
3.03.0
3.0La
ne G
rp C
ap (v
ph)
3213
112
312
314
924
5328
75v/s
Rati
o Pro
t0.0
4c0
.04c0
.080.2
90.3
3v/s
Rati
o Per
mc0
.000.0
0c0
.48v/c
Rati
o0.0
30.4
40.4
60.0
10.8
00.4
10.5
7Un
iform
Dela
y, d1
51.8
47.2
47.3
45.3
20.7
6.415
.0Pr
ogre
ssion
Fac
tor1.0
01.0
01.0
01.0
01.0
01.0
01.0
0Inc
reme
ntal D
elay,
d20.4
2.32.8
0.025
.00.5
0.8De
lay (s
)52
.249
.550
.145
.445
.76.9
15.8
Leve
l of S
ervic
eD
DD
DD
AB
Appr
oach
Dela
y (s)
52.2
49.2
11.0
15.8
Appr
oach
LOS
DD
BB
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y15
.8HC
M 20
00 Le
vel o
f Ser
vice
BHC
M 20
00 V
olume
to C
apac
ity ra
tio0.7
5Ac
tuated
Cyc
le Le
ngth
(s)
110.0
Sum
of los
t time
(s)
22.0
Inter
secti
on C
apac
ity U
tiliza
tion
60.4%
ICU
Leve
l of S
ervic
eB
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 11
Lane
Gro
upEB
LEB
RNB
TSB
TLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
9550
420
625
Futur
e Volu
me (v
ph)
9550
420
625
Lane
Gro
up F
low (v
ph)
103
5445
767
9Tu
rn T
ype
Prot
Perm
NANA
Prote
cted P
hase
s4
26
Perm
itted P
hase
s4
Detec
tor P
hase
44
26
Switc
h Pha
seMi
nimum
Initia
l (s)
8.08.0
8.08.0
Minim
um S
plit (
s)23
.023
.024
.024
.0To
tal S
plit (
s)27
.027
.053
.053
.0To
tal S
plit (
%)
33.8%
33.8%
66.3%
66.3%
Yello
w Tim
e (s)
4.04.0
5.05.0
All-R
ed T
ime (
s)3.0
3.02.0
2.0Lo
st Tim
e Adju
st (s)
0.00.0
0.00.0
Total
Lost
Time (
s)7.0
7.07.0
7.0Le
ad/La
gLe
ad-L
ag O
ptimi
ze?
Reca
ll Mod
eMi
nMi
nC-
Min
C-Mi
nv/c
Rati
o0.4
50.2
20.1
90.2
8Co
ntrol
Delay
38.1
11.2
8.88.6
Queu
e Dela
y0.0
0.00.0
0.0To
tal D
elay
38.1
11.2
8.88.6
Queu
e Len
gth 50
th (m
)15
.60.0
15.3
15.7
Queu
e Len
gth 95
th (m
)29
.29.5
43.4
69.1
Inter
nal L
ink D
ist (m
)43
0.035
4.036
6.0Tu
rn B
ay Le
ngth
(m)
Base
Cap
acity
(vph
)43
842
823
4524
36St
arva
tion C
ap R
educ
tn0
00
0Sp
illbac
k Cap
Red
uctn
00
00
Stor
age C
ap R
educ
tn0
00
0Re
duce
d v/c
Ratio
0.24
0.13
0.19
0.28
Inter
secti
on S
umma
ryCy
cle Le
ngth:
80Ac
tuated
Cyc
le Le
ngth:
80Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
NBT
and 6
:SBT
, Star
t of G
reen
Natur
al Cy
cle: 5
0Co
ntrol
Type
: Actu
ated-
Coor
dinate
d
Splits
and P
hase
s:
19: A
ppleb
y Line
& H
wy40
7 EB
Off R
amp
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 12
Move
ment
EBL
EBR
NBL
NBT
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)95
500
420
625
0Fu
ture V
olume
(vph
)95
500
420
625
0Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)7.0
7.07.0
7.0La
ne U
til. F
actor
1.00
1.00
0.95
0.95
Frt
1.00
0.85
1.00
1.00
Flt P
rotec
ted0.9
51.0
01.0
01.0
0Sa
td. F
low (p
rot)
1752
1553
3374
3505
Flt P
ermi
tted
0.95
1.00
1.00
1.00
Satd.
Flow
(per
m)17
5215
5333
7435
05Pe
ak-h
our f
actor
, PHF
0.92
0.92
0.92
0.92
0.92
0.92
Adj. F
low (v
ph)
103
540
457
679
0RT
OR R
educ
tion (
vph)
047
00
00
Lane
Gro
up F
low (v
ph)
103
70
457
679
0He
avy V
ehicl
es (%
)3%
4%2%
7%3%
2%Tu
rn T
ype
Prot
Perm
NANA
Prote
cted P
hase
s4
26
Perm
itted P
hase
s4
Actua
ted G
reen
, G (s
)10
.410
.455
.655
.6Ef
fectiv
e Gre
en, g
(s)
10.4
10.4
55.6
55.6
Actua
ted g/
C Ra
tio0.1
30.1
30.7
00.7
0Cl
eara
nce T
ime (
s)7.0
7.07.0
7.0Ve
hicle
Exten
sion (
s)3.0
3.03.0
3.0La
ne G
rp C
ap (v
ph)
227
201
2344
2435
v/s R
atio P
rot
c0.06
0.14
c0.19
v/s R
atio P
erm
0.00
v/c R
atio
0.45
0.03
0.19
0.28
Unifo
rm D
elay,
d132
.230
.44.3
4.6Pr
ogre
ssion
Fac
tor1.0
01.0
01.8
61.6
9Inc
reme
ntal D
elay,
d21.4
0.10.2
0.3De
lay (s
)33
.630
.58.2
8.1Le
vel o
f Ser
vice
CC
AA
Appr
oach
Dela
y (s)
32.5
8.28.1
Appr
oach
LOS
CA
A
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y11
.1HC
M 20
00 Le
vel o
f Ser
vice
BHC
M 20
00 V
olume
to C
apac
ity ra
tio0.3
1Ac
tuated
Cyc
le Le
ngth
(s)
80.0
Sum
of los
t time
(s)
14.0
Inter
secti
on C
apac
ity U
tiliza
tion
35.6%
ICU
Leve
l of S
ervic
eA
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 13
Lane
Gro
upEB
TW
BLW
BTNB
LNB
TSB
TSB
RLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
013
00
9540
058
565
Futur
e Volu
me (v
ph)
013
00
9540
058
565
Lane
Gro
up F
low (v
ph)
2175
7410
142
662
269
Turn
Typ
eNA
Split
NApm
+pt
NANA
Perm
Prote
cted P
hase
s4
88
52
6Pe
rmitte
d Pha
ses
26
Detec
tor P
hase
48
85
26
6Sw
itch P
hase
Minim
um In
itial (s
)8.0
8.08.0
8.08.0
8.08.0
Minim
um S
plit (
s)15
.015
.015
.011
.033
.033
.033
.0To
tal S
plit (
s)15
.019
.019
.011
.046
.035
.035
.0To
tal S
plit (
%)
18.8%
23.8%
23.8%
13.8%
57.5%
43.8%
43.8%
Yello
w Tim
e (s)
4.04.0
4.03.0
5.05.0
5.0Al
l-Red
Tim
e (s)
3.03.0
3.00.0
2.02.0
2.0Lo
st Tim
e Adju
st (s)
0.00.0
0.00.0
0.00.0
0.0To
tal Lo
st Tim
e (s)
7.07.0
7.03.0
7.07.0
7.0Le
ad/La
gLe
adLa
gLa
gLe
ad-L
ag O
ptimi
ze?
Yes
Yes
Yes
Reca
ll Mod
eNo
neMi
nMi
nNo
neC-
Min
C-Mi
nC-
Min
v/c R
atio
0.06
0.38
0.21
0.35
0.20
0.35
0.14
Contr
ol De
lay0.3
37.8
1.37.4
4.515
.90.6
Queu
e Dela
y0.0
0.00.0
0.00.0
0.00.0
Total
Dela
y0.3
37.8
1.37.4
4.515
.90.6
Queu
e Len
gth 50
th (m
)0.0
12.0
0.00.7
3.324
.70.0
Queu
e Len
gth 95
th (m
)0.0
24.5
0.07.6
13.8
59.3
0.0Int
erna
l Link
Dist
(m)
86.5
421.6
366.0
272.4
Turn
Bay
Leng
th (m
)13
0.0Ba
se C
apac
ity (v
ph)
334
246
404
292
2171
1813
510
Star
vatio
n Cap
Red
uctn
00
00
00
0Sp
illbac
k Cap
Red
uctn
00
00
00
0St
orag
e Cap
Red
uctn
00
00
00
0Re
duce
d v/c
Ratio
0.06
0.30
0.18
0.35
0.20
0.34
0.14
Inter
secti
on S
umma
ryCy
cle Le
ngth:
80Ac
tuated
Cyc
le Le
ngth:
80Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
NBTL
and 6
:SBT
, Star
t of G
reen
Natur
al Cy
cle: 7
5Co
ntrol
Type
: Actu
ated-
Coor
dinate
d
Splits
and P
hase
s:
20: A
ppleb
y Line
& H
wy40
7 WB
Off R
amp
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 14
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)0
020
130
010
9540
00
058
565
Futur
e Volu
me (v
ph)
00
2013
00
1095
400
00
585
65Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)7.0
7.07.0
3.07.0
7.07.0
Lane
Util.
Fac
tor1.0
00.9
50.9
51.0
00.9
50.9
51.0
0Fr
t0.8
61.0
00.9
81.0
01.0
01.0
00.8
5Flt
Pro
tected
1.00
0.95
0.96
0.95
1.00
1.00
1.00
Satd.
Flow
(pro
t)82
216
3316
0390
234
3835
0580
8Flt
Per
mitte
d1.0
00.9
50.9
60.3
51.0
01.0
01.0
0Sa
td. F
low (p
erm)
822
1633
1603
336
3438
3505
808
Peak
-hou
r fac
tor, P
HF0.9
40.9
40.9
40.9
40.9
40.9
40.9
40.9
40.9
40.9
40.9
40.9
4Ad
j. Flow
(vph
)0
021
138
011
101
426
00
622
69RT
OR R
educ
tion (
vph)
020
00
650
00
00
038
Lane
Gro
up F
low (v
ph)
01
075
90
101
426
00
622
31He
avy V
ehicl
es (%
)10
0%2%
100%
5%2%
9%10
0%5%
18%
0%3%
100%
Turn
Typ
eNA
Split
NApm
+pt
NANA
Perm
Prote
cted P
hase
s4
88
52
6Pe
rmitte
d Pha
ses
42
6Ac
tuated
Gre
en, G
(s)
3.29.6
9.646
.246
.235
.735
.7Ef
fectiv
e Gre
en, g
(s)
3.29.6
9.646
.246
.235
.735
.7Ac
tuated
g/C
Ratio
0.04
0.12
0.12
0.58
0.58
0.45
0.45
Clea
ranc
e Tim
e (s)
7.07.0
7.03.0
7.07.0
7.0Ve
hicle
Exten
sion (
s)3.0
3.03.0
3.03.0
3.03.0
Lane
Grp
Cap
(vph
)32
195
192
247
1985
1564
360
v/s R
atio P
rot
c0.00
c0.05
0.01
c0.04
0.12
0.18
v/s R
atio P
erm
c0.20
0.04
v/c R
atio
0.03
0.38
0.05
0.41
0.21
0.40
0.09
Unifo
rm D
elay,
d136
.932
.531
.18.3
8.214
.912
.8Pr
ogre
ssion
Fac
tor1.0
01.0
01.0
00.5
70.5
31.0
01.0
0Inc
reme
ntal D
elay,
d20.3
1.30.1
1.10.2
0.80.5
Delay
(s)
37.2
33.7
31.2
5.84.6
15.7
13.2
Leve
l of S
ervic
eD
CC
AA
BB
Appr
oach
Dela
y (s)
37.2
32.5
4.815
.4Ap
proa
ch LO
SD
CA
B
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y13
.6HC
M 20
00 Le
vel o
f Ser
vice
BHC
M 20
00 V
olume
to C
apac
ity ra
tio0.4
0Ac
tuated
Cyc
le Le
ngth
(s)
80.0
Sum
of los
t time
(s)
24.0
Inter
secti
on C
apac
ity U
tiliza
tion
48.4%
ICU
Leve
l of S
ervic
eA
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 15
Lane
Gro
upEB
LEB
TW
BLW
BTNB
LNB
TSB
LSB
TLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
755
150
2510
5020
635
Futur
e Volu
me (v
ph)
755
150
2510
5020
635
Lane
Gro
up F
low (v
ph)
8132
1616
2711
4022
705
Turn
Typ
ePe
rmNA
Perm
NApm
+pt
NAPe
rmNA
Prote
cted P
hase
s4
85
26
Perm
itted P
hase
s4
82
6De
tector
Pha
se4
48
85
26
6Sw
itch P
hase
Minim
um In
itial (s
)8.0
8.08.0
8.08.0
8.08.0
8.0Mi
nimum
Spli
t (s)
41.0
41.0
41.0
41.0
12.0
32.0
32.0
32.0
Total
Spli
t (s)
27.0
27.0
27.0
27.0
11.0
53.0
42.0
42.0
Total
Spli
t (%
)33
.8%33
.8%33
.8%33
.8%13
.8%66
.3%52
.5%52
.5%Ye
llow
Time (
s)4.0
4.04.0
4.03.0
4.04.0
4.0Al
l-Red
Tim
e (s)
3.03.0
3.03.0
1.02.0
2.02.0
Lost
Time A
djust
(s)0.0
0.00.0
0.00.0
0.00.0
0.0To
tal Lo
st Tim
e (s)
7.07.0
7.07.0
4.06.0
6.06.0
Lead
/Lag
Lead
Lag
Lag
Lead
-Lag
Opti
mize
?Ye
sYe
sYe
sRe
call M
ode
Min
Min
Min
Min
None
C-Mi
nC-
Min
C-Mi
nv/c
Rati
o0.4
50.1
30.0
90.0
50.0
50.3
20.0
80.2
2Co
ntrol
Delay
39.3
14.8
30.3
0.30.8
2.24.4
4.3Qu
eue D
elay
0.00.0
0.00.0
0.00.0
0.00.0
Total
Dela
y39
.314
.830
.30.3
0.82.2
4.44.3
Queu
e Len
gth 50
th (m
)12
.20.7
2.30.0
0.11.5
1.220
.1Qu
eue L
ength
95th
(m)
24.3
8.07.5
0.0m0
.33.3
1.88.8
Inter
nal L
ink D
ist (m
)28
3.722
5.121
1.535
4.0Tu
rn B
ay Le
ngth
(m)
70.0
115.0
100.0
Base
Cap
acity
(vph
)35
143
532
647
554
535
2829
132
21St
arva
tion C
ap R
educ
tn0
00
00
00
0Sp
illbac
k Cap
Red
uctn
00
00
00
00
Stor
age C
ap R
educ
tn0
00
00
00
0Re
duce
d v/c
Ratio
0.23
0.07
0.05
0.03
0.05
0.32
0.08
0.22
Inter
secti
on S
umma
ryCy
cle Le
ngth:
80Ac
tuated
Cyc
le Le
ngth:
80Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
NBTL
and 6
:SBT
L, St
art o
f Gre
enNa
tural
Cycle
: 85
Contr
ol Ty
pe: A
ctuate
d-Co
ordin
ated
m V
olume
for 9
5th pe
rcenti
le qu
eue i
s mete
red b
y ups
tream
sign
al.
Splits
and P
hase
s:
22: A
ppleb
y Line
& P
allad
ium W
ay/H
arris
on C
res N
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 16
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)75
525
150
1525
1050
1020
635
20Fu
ture V
olume
(vph
)75
525
150
1525
1050
1020
635
20Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)7.0
7.07.0
7.04.0
6.06.0
6.0La
ne U
til. F
actor
1.00
1.00
1.00
1.00
1.00
0.91
1.00
0.91
Frt
1.00
0.87
1.00
0.85
1.00
1.00
1.00
1.00
Flt P
rotec
ted0.9
51.0
00.9
51.0
00.9
51.0
00.9
51.0
0Sa
td. F
low (p
rot)
1787
1660
1687
1615
1656
4982
1805
4970
Flt P
ermi
tted
0.75
1.00
0.74
1.00
0.34
1.00
0.24
1.00
Satd.
Flow
(per
m)14
0516
6013
0716
1560
049
8245
049
70Pe
ak-h
our f
actor
, PHF
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
0.93
Adj. F
low (v
ph)
815
2716
016
2711
2911
2268
322
RTOR
Red
uctio
n (vp
h)0
230
014
00
10
03
0La
ne G
roup
Flow
(vph
)81
90
162
027
1139
022
702
0He
avy V
ehicl
es (%
)1%
0%0%
7%0%
0%9%
4%0%
0%4%
0%Tu
rn T
ype
Perm
NAPe
rmNA
pm+p
tNA
Perm
NAPr
otecte
d Pha
ses
48
52
6Pe
rmitte
d Pha
ses
48
26
Actua
ted G
reen
, G (s
)10
.410
.410
.410
.456
.656
.649
.449
.4Ef
fectiv
e Gre
en, g
(s)
10.4
10.4
10.4
10.4
56.6
56.6
49.4
49.4
Actua
ted g/
C Ra
tio0.1
30.1
30.1
30.1
30.7
10.7
10.6
20.6
2Cl
eara
nce T
ime (
s)7.0
7.07.0
7.04.0
6.06.0
6.0Ve
hicle
Exten
sion (
s)3.0
3.03.0
3.03.0
3.03.0
3.0La
ne G
rp C
ap (v
ph)
182
215
169
209
466
3524
277
3068
v/s R
atio P
rot
0.01
0.00
0.00
c0.23
0.14
v/s R
atio P
erm
c0.06
0.01
0.04
0.05
v/c R
atio
0.45
0.04
0.09
0.01
0.06
0.32
0.08
0.23
Unifo
rm D
elay,
d132
.130
.430
.730
.33.6
4.46.2
6.8Pr
ogre
ssion
Fac
tor1.0
01.0
01.0
01.0
00.1
60.4
10.4
40.5
8Inc
reme
ntal D
elay,
d21.7
0.10.2
0.00.1
0.20.5
0.2De
lay (s
)33
.930
.530
.930
.30.6
2.13.3
4.1Le
vel o
f Ser
vice
CC
CC
AA
AA
Appr
oach
Dela
y (s)
32.9
30.6
2.04.1
Appr
oach
LOS
CC
AA
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y4.9
HCM
2000
Leve
l of S
ervic
eA
HCM
2000
Volu
me to
Cap
acity
ratio
0.36
Actua
ted C
ycle
Leng
th (s)
80
.0Su
m of
lost ti
me (s
)17
.0Int
erse
ction
Cap
acity
Utili
zatio
n42
.4%IC
U Le
vel o
f Ser
vice
AAn
alysis
Per
iod (m
in)15
c C
ritica
l Lan
e Gro
up
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 17
Lane
Gro
upEB
LEB
TEB
RW
BLW
BTNB
LNB
TSB
TSB
RLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
165
542
530
511
092
064
035
Futur
e Volu
me (v
ph)
165
542
530
511
092
064
035
Lane
Gro
up F
low (v
ph)
017
944
732
511
610
2167
437
Turn
Typ
ePe
rmNA
Perm
Perm
NApm
+pt
NANA
Perm
Prote
cted P
hase
s4
85
26
Perm
itted P
hase
s4
48
26
Detec
tor P
hase
44
48
85
26
6Sw
itch P
hase
Minim
um In
itial (s
)8.0
8.08.0
8.08.0
7.08.0
8.08.0
Minim
um S
plit (
s)30
.030
.030
.030
.030
.011
.032
.032
.032
.0To
tal S
plit (
s)30
.030
.030
.030
.030
.012
.050
.038
.038
.0To
tal S
plit (
%)
37.5%
37.5%
37.5%
37.5%
37.5%
15.0%
62.5%
47.5%
47.5%
Yello
w Tim
e (s)
4.04.0
4.04.0
4.03.0
4.04.0
4.0Al
l-Red
Tim
e (s)
3.03.0
3.03.0
3.01.0
2.02.0
2.0Lo
st Tim
e Adju
st (s)
0.00.0
0.00.0
0.00.0
0.00.0
Total
Lost
Time (
s)7.0
7.07.0
7.04.0
6.06.0
6.0Le
ad/La
gLe
adLa
gLa
gLe
ad-L
ag O
ptimi
ze?
Yes
Yes
Yes
Reca
ll Mod
eMi
nMi
nMi
nMi
nMi
nNo
neC-
Min
C-Mi
nC-
Min
v/c R
atio
0.64
0.78
0.13
0.01
0.22
0.33
0.27
0.04
Contr
ol De
lay38
.318
.824
.221
.217
.518
.310
.51.2
Queu
e Dela
y0.0
0.00.0
0.00.0
0.00.0
0.0To
tal D
elay
38.3
18.8
24.2
21.2
17.5
18.3
10.5
1.2Qu
eue L
ength
50th
(m)
26.7
19.1
4.30.7
12.8
52.6
7.00.0
Queu
e Len
gth 95
th (m
)40
.646
.39.9
3.033
.372
.920
.80.6
Inter
nal L
ink D
ist (m
)26
1.122
5.029
8.021
1.5Tu
rn B
ay Le
ngth
(m)
55.0
55.0
155.0
80.0
Base
Cap
acity
(vph
)40
268
434
755
653
331
3625
9789
3St
arva
tion C
ap R
educ
tn0
00
00
00
0Sp
illbac
k Cap
Red
uctn
00
00
00
00
Stor
age C
ap R
educ
tn0
00
00
00
0Re
duce
d v/c
Ratio
0.45
0.65
0.09
0.01
0.22
0.33
0.26
0.04
Inter
secti
on S
umma
ryCy
cle Le
ngth:
80Ac
tuated
Cyc
le Le
ngth:
80Of
fset: 0
(0%
), Re
feren
ced t
o pha
se 2:
NBTL
and 6
:SBT
L, St
art o
f Gre
enNa
tural
Cycle
: 75
Contr
ol Ty
pe: A
ctuate
d-Co
ordin
ated
Splits
and P
hase
s:
25: A
ppleb
y Line
& T
homa
s Alto
n Blvd
/Har
rison
Cre
s S
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 18
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)16
55
425
305
011
092
050
064
035
Futur
e Volu
me (v
ph)
165
542
530
50
110
920
500
640
35Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)7.0
7.07.0
7.04.0
6.06.0
6.0La
ne U
til. F
actor
1.00
1.00
1.00
1.00
1.00
0.91
0.91
1.00
Frt
1.00
0.85
1.00
1.00
1.00
0.99
1.00
0.85
Flt P
rotec
ted0.9
51.0
00.9
51.0
00.9
51.0
01.0
01.0
0Sa
td. F
low (p
rot)
1794
1583
1752
1900
1736
4909
4988
1615
Flt P
ermi
tted
0.73
1.00
0.64
1.00
0.35
1.00
1.00
1.00
Satd.
Flow
(per
m)13
7215
8311
8719
0063
249
0949
8816
15Pe
ak-h
our f
actor
, PHF
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Adj. F
low (v
ph)
174
544
732
50
116
968
530
674
37RT
OR R
educ
tion (
vph)
00
248
00
00
60
00
19La
ne G
roup
Flow
(vph
)0
179
199
325
011
610
150
067
419
Heav
y Veh
icles
(%)
1%0%
2%3%
0%0%
4%5%
2%0%
4%0%
Turn
Typ
ePe
rmNA
Perm
Perm
NApm
+pt
NAPe
rmNA
Perm
Prote
cted P
hase
s4
85
26
Perm
itted P
hase
s4
48
26
6Ac
tuated
Gre
en, G
(s)
16.4
16.4
16.4
16.4
50.6
50.6
40.0
40.0
Effec
tive G
reen
, g (s
)16
.416
.416
.416
.450
.650
.640
.040
.0Ac
tuated
g/C
Ratio
0.20
0.20
0.20
0.20
0.63
0.63
0.50
0.50
Clea
ranc
e Tim
e (s)
7.07.0
7.07.0
4.06.0
6.06.0
Vehic
le Ex
tensio
n (s)
3.03.0
3.03.0
3.03.0
3.03.0
Lane
Grp
Cap
(vph
)28
132
424
338
949
031
0424
9480
7v/s
Rati
o Pro
t0.0
00.0
2c0
.210.1
4v/s
Rati
o Per
mc0
.130.1
30.0
30.1
30.0
1v/c
Rati
o0.6
40.6
10.1
30.0
10.2
40.3
30.2
70.0
2Un
iform
Dela
y, d1
29.1
28.9
26.0
25.3
5.96.8
11.6
10.1
Prog
ress
ion F
actor
1.00
1.00
1.00
1.00
2.53
2.37
0.77
1.00
Incre
menta
l Dela
y, d2
4.73.4
0.20.0
0.20.3
0.30.1
Delay
(s)
33.8
32.4
26.2
25.4
15.2
16.4
9.110
.2Le
vel o
f Ser
vice
CC
CC
BB
AB
Appr
oach
Dela
y (s)
32.8
26.1
16.3
9.2Ap
proa
ch LO
SC
CB
A
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y18
.5HC
M 20
00 Le
vel o
f Ser
vice
BHC
M 20
00 V
olume
to C
apac
ity ra
tio0.4
3Ac
tuated
Cyc
le Le
ngth
(s)
80.0
Sum
of los
t time
(s)
17.0
Inter
secti
on C
apac
ity U
tiliza
tion
62.0%
ICU
Leve
l of S
ervic
eB
Analy
sis P
eriod
(min)
15c
Criti
cal L
ane G
roup
-
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 19
Lane
Gro
upEB
LEB
TW
BLW
BTNB
LNB
TNB
RSB
LSB
TSB
RLa
ne C
onfig
urati
ons
Traff
ic Vo
lume (
vph)
6510
160
540
910
5095
960
40Fu
ture V
olume
(vph
)65
1016
05
4091
050
9596
040
Lane
Gro
up F
low (v
ph)
6837
168
116
4295
853
100
1011
42Tu
rn T
ype
Perm
NApm
+pt
NApm
+pt
NAPe
rmpm
+pt
NAPe
rmPr
otecte
d Pha
ses
43
85
21
6Pe
rmitte
d Pha
ses
48
22
66
Detec
tor P
hase
44
38
52
21
66
Switc
h Pha
seMi
nimum
Initia
l (s)
8.08.0
4.08.0
7.08.0
8.04.0
8.08.0
Minim
um S
plit (
s)41
.041
.08.0
41.0
11.0
32.0
32.0
8.032
.032
.0To
tal S
plit (
s)19
.019
.011
.030
.011
.039
.039
.011
.039
.039
.0To
tal S
plit (
%)
23.8%
23.8%
13.8%
37.5%
13.8%
48.8%
48.8%
13.8%
48.8%
48.8%
Yello
w Tim
e (s)
4.04.0
3.04.0
3.04.0
4.03.0
4.04.0
All-R
ed T
ime (
s)3.0
3.00.0
3.00.0
2.02.0
0.02.0
2.0Lo
st Tim
e Adju
st (s)
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
Total
Lost
Time (
s)7.0
7.03.0
7.03.0
6.06.0
3.06.0
6.0Le
ad/La
gLa
gLa
gLe
adLe
adLa
gLa
gLe
adLa
gLa
gLe
ad-L
ag O
ptimi
ze?
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Reca
ll Mod
eMi
nMi
nNo
neMi
nNo
neC-
Min
C-Mi
nNo
neC-
Min
C-Mi
nv/c
Rati
o0.4
40.1
60.3
90.2
30.1
20.4
40.0
80.2
90.4
30.0
5Co
ntrol
Delay
41.5
17.5
21.1
5.79.3
18.0
0.214
.918
.50.7
Queu
e Dela
y0.0
0.00.0
0.00.0
0.00.0
0.00.0
0.0To
tal D
elay
41.5
17.5
21.1
5.79.3
18.0
0.214
.918
.50.7
Queu
e Len
gth 50
th (m
)10
.31.6
19.1
0.62.7
40.0
0.07.5
32.8
0.0Qu
eue L
ength
95th
(m)
22.2
9.831
.711
.27.7
56.6
0.0m1
7.150
.3m0
.6Int
erna
l Link
Dist
(m)
104.6
142.7
243.9
298.0
Turn
Bay
Leng
th (m
)50
.012
5.065
.065
.0Ba
se C
apac
ity (v
ph)
188
277
434
537
361
2297
703
363
2442
830
Star
vatio
n Cap
Red
uctn
00
00
00
00
00
Spillb
ack C
ap R
educ
tn0
00
00
00
00
0St
orag
e Cap
Red
uctn
00
00
00
00
00
Redu
ced v
/c Ra
tio0.3
60.1
30.3
90.2
20.1
20.4
20.0
80.2
80.4
10.0
5
Inter
secti
on S
umma
ryCy
cle Le
ngth:
80Ac
tuated
Cyc
le Le
ngth:
80Of
fset: 1
(1%
), Re
feren
ced t
o pha
se 2:
NBTL
and 6
:SBT
L, St
art o
f Gre
enNa
tural
Cycle
: 95
Contr
ol Ty
pe: A
ctuate
d-Co
ordin
ated
m V
olume
for 9
5th pe
rcenti
le qu
eue i
s mete
red b
y ups
tream
sign
al.
Splits
and P
hase
s:
28: A
ppleb
y Line
& H
arris
on C
rt
Base
line
06-1
1-20
18Sy
nchr
o 9 R
epor
tBA
Gro
upPa
ge 20
Move
ment
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
Lane
Con
figur
ation
sTr
affic
Volum
e (vp
h)65
1025
160
510
540
910
5095
960
40Fu
ture V
olume
(vph
)65
1025
160
510
540
910
5095
960
40Ide
al Flo
w (vp
hpl)
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
1900
Total
Lost
time (
s)7.0
7.03.0
7.03.0
6.06.0
3.06.0
6.0La
ne U
til. F
actor
1.00
1.00
1.00
1.00
1.00
0.91
1.00
1.00
0.91
1.00
Frt
1.00
0.89
1.00
0.86
1.00
1.00
0.85
1.00
1.00
0.85
Flt P
rotec
ted0.9
51.0
00.9
51.0
00.9
51.0
01.0
00.9
51.0
01.0
0Sa
td. F
low (p
rot)
1752
1700
1687
1485
1671
4988
1369
1687
5036
1568
Flt P
ermi
tted
0.68
1.00
0.56
1.00
0.24
1.00
1.00
0.23
1.00
1.00
Satd.
Flow
(per
m)12
5917
0099
614
8542
749
8813
6941
250
3615
68Pe
ak-h
our f
actor
, PHF
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
0.95
Adj. F
low (v
ph)
6811
2616
85
111
4295
853
100
1011
42RT
OR R
educ
tion (
vph)
023
00
780
00
300
023
Lane
Gro
up F
low (v
ph)
6814
016
838
042
958
2310
010
1119
Heav
y Veh
icles
(%)
3%0%
0%7%
0%10
%8%
4%18
%7%
3%3%
Turn
Typ
ePe
rmNA
pm+p
tNA
pm+p
tNA
Perm
pm+p
tNA
Perm
Prote
cted P
hase
s4
38
52
16
Perm
itted P
hase
s4
82
26
6Ac
tuated
Gre
en, G
(s)
9.89.8
23.5
23.5
38.7
34.3
34.3
42.3
36.1
36.1
Effec
tive G
reen
, g (s
)9.8
9.823
.523
.538
.734
.334
.342
.336
.136
.1Ac
tuated
g/C
Ratio
0.12
0.12
0.29
0.29
0.48
0.43
0.43
0.53
0.45
0.45
Clea
ranc
e Tim
e (s)
7.07.0
3.07.0
3.06.0
6.03.0
6.06.0
Vehic
le Ex
tensio
n (s)
3.03.0
3.03.0
3.03.0
3.03.0
3.03.0
Lane
Grp
Cap
(vph
)15
420
838
443
627
421
3858
631
622
7270
7v/s
Rati
o Pro
t0.0
1c0
.060.0
30.0
10.1
9c0
.02c0
.20v/s
Rati
o Per
m0.0
5c0
.070.0
70.0
20.1
40.0
1v/c
Rati
o0.4
40.0
70.4
40.0
90.1
50.4
50.0
40.3
20.4
40.0
3Un
iform
Dela
y, d1
32.6
31.1
22.2
20.5
11.0
16.2
13.3
9.815
.112
.2Pr
ogre
ssion
Fac
tor1.0
01.0
01.0
01.0
01.0
01.0
01.0
01.5
01.1
21.0
0Inc
reme
ntal D
elay,
d22.0
0.10.8
0.10.3
0.70.1
0.50.6
0.1De
lay (s
)34
.631
.223
.020
.611
.316
.813
.415
.217
.512
.3Le
vel o
f Ser
vice
CC
CC
BB
BB
BB
Appr
oach
Dela
y (s)
33.4
22.0
16.4
17.1
Appr
oach
LOS
CC
BB
Inter
secti
on S
umma
ryHC
M 20
00 C
ontro
l Dela
y18
.0HC
M 20
00 Le
vel o