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TURNING MOVEMENT COUNT
PROJECT NAME: Traffic Counts and Parking Demand Analysis for Muscatel Avenue Bch anValley Boulevard and Mission DrFre
PROJECT NO TD12012 -03
DATE: 1Q4I2012 Tyesday
TIME
NS STREET: Muscatel Avenue
E- WSTREET: Edmond Drive
PEDCOUNT
NORTHBOUND
0
SOUTHBOUND
0
N -S
EASTBOUND
0
WESTBOUND
0
E -W
LEFT
THRU
RIGHT
LEFT
THRU
RIGHT
T OTAL
LEFT
THRU
RIGHT
LEFT
THRU
RIGHT
TOTAL
NL
SL
EL
WL
0]'00 -0]:15
3
1]
0
0
31
1
52
3
0
6
0
a
0
9
0
01010
0
0]:15 -0]:30
a
2]
0
o
n
0
se
z
a
0
0
a
a
10
0
0
0001
a
0
0]30 -0]:45
19
60
0
0
54
4
145
]
0
13
0
0
0
20
0
0
0
0
0]:45 -00:00
42
90
0
0
00
6
224
6
0
34
0
0
0
40
0
0
0
0
0600 -0815
20
50
0
0
46
1
125
7
a
23
0
0
0
30
0
0
0
0
00:15 -00:30
6
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0
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1
112
7
a
17
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0
0
24
0
0
0
0
0830 -08'45
5
41
a
0
76
2
124
2
0
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0
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0
7
0
0
0
0
08:45-09.00
2
39
0
0
56
0
97
0
0
fi
0
0
a
6
0
0
0
a
14. 0614:15
a
0
0
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0
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a
0
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D
14:15-14:30
0
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0
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0
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0
14'30 -14:45
0
0
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14:45 -15:00
0
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1500 -1515
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15:30 -1545
0
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15:05 -16.00
0
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0
0
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16:00 -15:15
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2
112
5
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12
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1615 -16:30
5
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0
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0
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6
0
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0
16:30-16'45
5
54
0
0
39
3
101
4
0
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0
0
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7
0
0
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0
16:451]'00
5
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0
0
60
3
140
3
0
6
0
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0
9
0
0
a
0
1]:061]:15
3
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43
3
93
4
0
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0
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4
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4'0
1
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4
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0
0
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4
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2
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a
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PEAK -HOUR VOLUME ANALYSIS
Diracticn
CALCULATED PEAK HOUR VOLUMES -AM
SB
ADJUSTED
PEAK HOUR
VOLUMES -AM
AM
PM
12 253 0
1 PM
AM
I PM
AM
T PM
Peak Hour Begins
01:30
SR ST SL
0]30
16:95
0]:30
SR
ST SL
16:45
27
EL
WR
0
EL
40
12
WR
a
ET 0730 -0030
Wr
0
ET
215
114
WT
67
ER
IL
0
ER
1 0.]]
I 0.65
WL
1 081
NL NT NR
NL
NT NR
8] 254 0
CALCULATED PEAK HOUR VOLU MES -NOON
ADJUSTED
PEAK HOUR
VOLUMES-NOON
0 D 0
SR ST SL
SR
ST SL
a
EL
M
0
EL
WR _
0
ET 14:0615:00
1AT
0
ET
VJT
a
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WL
0
ER
WL
NL NT NR
NL
NT NR
0 0 0
_
CALCULATED PEAK HOUR VOLUMES-PM
ADJUSTED
PEAK HOUR
VOLUMES PM
11 204 0
SR ST SL
SR
ST SL
13
EL
WR
0
EL
WR
0
ET 16:4517:45
WT
0
ET
M
26
ER
WL
0
ER
WL
NL NT NR
NL
NT NR
16 228 0
Diracticn
NB
SB
EB
WB
AMIPM
AM
PM
AM
1 PM
AM
I PM
AM
T PM
Peak Hour Begins
01:30
I 1 16:45
0]30
16:95
0]:30
16;45
0730
16:45
Peak 15- min Volume
130
1 ]]
B6
63
40
12
0
0
Peak Hour Volume
341
242
265
215
114
1
It
I 0
Peak Hour Factor
0.62
1 0.79
1 0.]]
I 0.65
1 0.11
1 081
Peak Hour Totals
AM PM
720 498
PEAK HOUR VOLUME: MUSCATEL AVENUE SOUTH OF EDMOND DRIVE
AM PEAK HOUR: N6 =341, SB =340, TOTAL = 681; PM PEAK HIUR. NB =342, SS= 30, TOTAL= 572
Caneuaea ay: Traffic Drug, Inc
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TURNING MOVEMENT COUNT
PROJECT NAME: Traffic Counts and Parking Demand Analysis for Muscatel Avenue Bec.ea Valley Boulevard and Mission Drive
PROJECT NO: TD12012 4t3
DATE: 112412012 Tyesday
TIME
NS STREET: Muscatel Avenue
E- WSTREET Edmond O.
PED COUNT
NORTHBOUND
0
SOUTHBOUND
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NS
EASTBOUND
ol
WESTBOUND
0
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TOTAL
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SL
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0700-07
3
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19
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4
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0795 -08:00
42
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17:00 -17:15
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PEAK -HOUR VOLUME ANALYSIS
PEAK HOUR FACTOR CALCULATIONS
Dimcfion
CALCULATED PEAK HOUR VOLUMES M
38
ADJUSTED PEAK HOUR VOLUMES -AM
m
AM1 M
12 253 0
PM
;45
AM
PM
AM
PM
SR ST SL
Peak Hour Begins
0730
SR ST SL
07:31)
27
EL
WR
a
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WR
0
ET 07 :30.0830
VJT
0
ET
WT
87
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WL
0
ER
WL
39
NIL NT NR
Peek HOUr Facbr
0.62
NIL NT NR
0]]
0.05
67 254 0
0.01
_
CALCULATED PEAK HOUR VOLUMES -NOON
ADJUSTED PEAK HOUR VOLUMES -NOON
0 0 0
_
SR ST SL
SR ST SL
0
EL
WR
0
EL
WR
a
ET 14:0a15:00
WT
0
ET
WT _
0
ER
WL
0
ER
WL
NL NT NR
NIL NT NR
0 0 D
_
CALCULATED PEAK HOUR VOLUMES PM
ADJUSTED PEAK HOUR VOLUMES -PM
11 204 0
_
SR ST SL
6R ST SL
13
EL
WR
0
EL
WR
0
ET 1045 -17:45
WT
0
ET
WT
26
ER
WL
0
ER
WL
NIL NT NR
NIL NT NR
16 226 0
PEAK HOUR FACTOR CALCULATIONS
Dimcfion
NB
38
EB
m
AM1 M
AM
PM
;45
AM
PM
AM
PM
AM PM
Peak Hour Begins
0730
07:31)
18:45
07.30
16:45
0]:30 1645
PeaklSmin Volume
130
77
06
fi3
qa
12
0 0
Peak Hour Volume
341
242
265
215
114
39
0 o
Peek HOUr Facbr
0.62
0.79
0]]
0.05
0.11
0.01
Peak Hour Totals
AM PM
720 498
PEAK HOUR VOLUM E:MUSCATEL AVENUE SOUTH OF EDMOND DRIVE
AM PEAK HOUR: NB =341, S13=340, TOTAL= 681; PM PEAK HIUR'NB= 342,313=23R TOTAL =572
Peak Penod Traffic Turman Movement Ccunts Cmtlutled 91 Treff,. Nmgn, Ina
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C I R C U L A T I O N
Table 3 -1
Level of Service Descriptions for Roadways
PAGE 3 - 8
APRIL 13, 2010
Volume
to
Level of
Capacity
Service
Flow Conditions
Ratio
A
LOS A describes primarily free -flow operations at average travel speeds,
o -o.6o
usually about go percent of the free -flow speed for the arterial
classification. Vehicles are completely unimpeded in their ability to
maneuver within the traffic stream. Stopped delays at signalized
intersections are minimal.
B
LOS B represents reasonably unimpeded operations at average travel
o.61 -0.90
speeds, usually about 90 percent of the free -flow speed for the arterial
classification. The ability to maneuver within the traffic stream is only
slightly restricted and stopped delays are not bothersome. Drivers are
not generally subjected to appreciable tension.
C
LOS C represents stable operations; however, ability to maneuver and
o.71-o.8o
change lanes in raidblock locations may be more restricted than at LOS B,
and longer queues, adverse signal coordination, or both may contribute
to lower average speeds of about 50 percent of the average free -flow
speed for the arterial classification. Motorists will experience appreciable
tension while driving.
D
LOS D borders on a range in which small increases in flow may cause a
o.81 -o.90
substantial increase in delay and hence decreases in arterial speed. LOS
D maybe due to adverse signal progression, inappropriate signal timing,
high volumes, or some combination of these factors. Average travel
speeds are about 40 percent of free -flow speed.
E
LOS E is characterized by significant delays and average travel speeds of
o.9r -I.00
one -third the free -flow speed or less. Such operations are caused by
some combination of adverse progression, high signal density, high
volumes, extensive delays at critical intersections, and inappropriate
signal timing.
F
LOS F characterizes arterial flow at extremely low speeds below one -third
Over Loo
to one- fourth of the free -flow speed. Intersection congestion is likely at
critical signalized locations, with high delays and extensive queuing.
Adverse progression is frequently a contributor to this condition.
PAGE 3 - 8
APRIL 13, 2010
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