PROJECTED I PROJECT I PROJECT I
{ Movement I Lanes I 'Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I
I I Capacity I Capacity I Volume I Ratio. I Volume I Volume I w/o Project I I Ratio I
I I I I I I I I
Volume I I I
I• ................................................• ................ ............... ................. ..................... .
NL 1 2400 I 1 182 1 0.076 * I I
................... ............... .............. 1
I I I
I•...................................................................................................................................................................... 1 NT 1 8001 1 571 0.071 I I I
I I I
......................................................................................................................................
N R 1 1600 1 1 44 1 0.028 i I I
............... ............. .
I I I
1................................................................................................... ................... .
SL 1 16001 1 681 0.043 1 1 1
................... . ......... I .... . ............. 1 1 1 I
1...................................................................................•---............ ............ ....... .
ST 1 1 52 I 1
................... ............... .............. 1
1 I
1 ................ } 1600.................................... } 0.061 *---------------- .................... } ............... } I
I SR 1 1 45 1 1
1 I
................ ............... ................... ................ ............... ................. .................... .
EL 1 16001 1 481 0.030 1 1 1
................... ............... .............. 1
1 1 I
....................................................................................................................................................................... 1 ET 1 32001 1 5471 0.171 1 1 1
1 1 1 I
1 ...........................................................................................................
I ER 1 1600 1 1 346 1 0.216 * I I
I I I
1.......................................................................................................................................................................
I WL 1 16001 l 691 0.043 I 1 I
1 1 1 I
1..........................................................................................................................................
I WT 1 1 385 1 1
. ..............
.............. I
1 I
I................ } 4800................................... } 0.084 * ................ .................... } ............... } 1
{ WR 1 1 19 I 1
1 I
.................................................................................................. ..................... .................... { EXISTING I.C.U. 1 0437 1
............................. I
....................................................................................................................... 1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I ...................
I
1.................................................................................................................................................
I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I
......................................................................................................................................................................
Split Phase N/S Direction
.
1_1 Projected + project traffic I.C.U. will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. will be greater than 0.90 1_1 Projected + project traffic I.C.U..w/systems improvement will be less than or equal to 0.90 1_1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project .......................................................................................................................................................................... .
Description of system improvement:
.................................. ................... ................ . .... .......... ................. ................... ............... • .............. .............
PROJECT FORM II
SJ7315PM
0/38
CH6615
QSEWP0
INTERSECTION CAPACITY UTILIZATION ANALYSIS
•2
q4 FOa�•
INTERSECTION: COAST HIGHWAY & MARGUERITE AVENUE 6615
EXISTING TRAFFIC VOLUMES BASED ON AVERA E DAILY TRAFFIC WINTER/SPRING 2001 AM
I— — I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL
I COMMITTED I PROJECTED I PROJECT I PROJECT I
Movement I Lanes I Lanes I PK HR I V/C I GROWTH
I PROJECT I V/C Ratio I Volume I V/C I
I I Capacity I Capacity I Volume I Ratio I Volume
I Volume I w/o Project I I Ratio I
I I I I I I
I I Volume I I I
NL 1 1600 1 1 118 1 0.074
I I I I I
I NIT 1 1 103 I
I I I I I
1600 --- --- ---- } 0.094
NR I I 48 I
I I I I I
SL 1 1600 I I 58 1 0.036 I
I I I I I
I ST I I 54 I
I I I I I
I ----_ } 1600 — - ---- } 0.095
I SR I I 98
1 EL 1 1600 1 1 87 1 0.054
I I I I
ET I 3200 1 1 1114 I 0.348 I
I I I I I
ER I 1600 1 1 57 I 0.036 I
I I I I I
W L I 1600 I I 29 1 0.018 I
I I I I I
I W'T I I 1923 I
I I I I I
1 ------ } 3200 -------- - — } 0.605
1 WR I I 14 I
f I I I I
EXISTING I.C.U. I 0.828 I
I
I EXISTING + REG GROWTH + COMMITTEDW/PROPOSED IMPROVEMENTS I.C.U.
I I I
EXISTING + COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U.
I I
I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 _I Projected + project traffic t.C.U. will be greater than 0.90 _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 J Projected + project traffic I.C.U. with project improvements will be less than I.C,U. without project Description of system improvement:
PROJECT
CH6615AM
FORM tl
6�
CH6615
6[A
PO
0 r r
yym
H t n
INTERSECTION CAPACITY UTILIZATION ANALYSIS
li �L z
"'-! FO aN`P
INTERSECTION: COAST HIGHWAY & MARGUERITE AVENUE 6615
EXISTING TRAFFIC VOLUMES BASED ON AVERAG 1 W INTER/SPRING 2001 PM
EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I I Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C I
( 1 Capacity 1 Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I
I I I I I I I I
Volume I I I
NL I 1600 I I 152 I 0.095 I I
I I I
I NT I I 87 I I I
I I I
I ---- } 1600 - — - - — } 0.082
I NR I I 44 I I I
f I I
SL 1 1600 I I 93 I 0.058 I I I
l I I
ST I I 119 I I I
I I I
1600 -- - — } 0.121
I SR I I 75 I I I
l f I
EL 1 1600 I 1 101 1 0.063 1 1 1
I I I
I ET 1 3200 I I 1788 1 0.559 I I
I I I
I ER 1 1600 1 1 87 1 0.054 1 I I
I I I
i WL 1 1600 1 1 76 1 0.048 I I
I I I
f WT 1 I 1419 I I I
I I I
1 — — } . 3200 - - } 0.453
I WR I I 31 I I I
I I I
} EXISTING I.C.U. I 0.823
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I
I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ( _1 Projected + project traffic I.C.U. will be less than or equal to 0.90 I —1 Projected + project traffic I.C.U. will be greater than 0.90 1 _1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement:
PROJECT
FORM II
CH6615PM
o iyo
Transportation Studies, Inc.
City : NEWPORT
BEACH
1820 R. Garry Avenue
Study Name:
10110155
9/5 Direction
SPYGLASS HILLS ROAD
Suite 116
Site Code :
00001944
R/W Direction
SAN JOAQUIN HILLS ROAD
Santa Ana, CA. 52705
Start Date:
10/31/01
Client : CITY
OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
SPYGLASS
HILL ROAD
SAN JOAQUIN HILLS
ROAD
SPYGLASS
HILL ROAD
SAN JOAQUIN HILLS
ROAD
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
T
Thru
Left
RightThru
Left
RiahthrLeft
ji
10/31/01
-LeftRiaht
07:00
16 0
3 7
70 0
0 0
0 2
78 10
196
07:15
20 0
8 12
ill
0 1
0 6
1 77
12 2'48
07:30
30 0
9 6
135
3 0
2 4
2 93
11 295
07J5
41 0
10 11
181
a
2 1
11 5
95 23
382
Hour
107
0 30
38 457
3 3
3 21
10 343
56 1111
08:00
54 0
15 16
.192
2 3
1 15
6 101
24 429
08:15
50 0
17 11
184
4 7
2 17
3 ill
18 424
08:30
46 0
14 20
171
4 7
0 17
8 103
16 418
08!45
42 0
12 11
172
1 1
0 5
2 91
16,
357
Hour
192
0 58
58 721
11 18
3 58
14 406
84 1628
[BREAK]
-----------------------
-----------------------
-----------------------
------------
16:30
19 0
7 11
106
0 8
0 14
10 173
37 385
16:45
21 0
6 is
117
2 4
0 13
12 186
53 429
Hour
40 0
13 26
223
2 12
0 27
22 359
90 814
17:00
21 0
8 17
133
0 8
0 10
13 198
47 455
17:15
26 0
14 16
123
1 10
2 13
16 211
45 477
17:30
20 2
8 15
116
0 9
1 13
14 186
31 415
17:45
18 1
13 120
4 6
0 12
12 1
Hour
85 3
34 61
452
5 33
3 48
55 776
151
1746
18:00
17 0
6 12
119
2 5
0 10
11 178
25 385
18 :15
18 0
5 10
116
0 2
0 8
9 174
24 366
Total
459
3 146
205
2168
13 73
9 172
126
2216
430
6050
4 Apr.
75.4 0.4
24.0 8.5
50.4 0.5
28.7 3.5
67.7 4.5
80.0 15.4
-
4 Int.
7.5 2.4
3.3 35.8
0.3 1.2
0.1 2.8
2.0 36.5
7.1 -
ON/
City : NBWPORT BBACH
N/S Direction SPYGLASS HILLS ROAD
R/W Direction SAN JOAQUIN HILLS ROAD
Client : CITY OF NBWPORT BBACH
Start
Peak Hou
Time
Vol.
Pct.
Total
High
Vol.
Total
PH?
SPYGLASS HILL ROAD
Southbound
Analysis By Bntire Intl
07:45
191 0 56
77.3 0.0 22.6
247
08:00
54 0 15
69 0.894
981. <--
91 "a
1504
41.0 22
Transportation Studies, Inc.
1820 B. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVBMBNTS
SAN JOAQUIN HILLS ROAD INDrthbDund
SPYGLASS HILL ROAD
Westbound
!rsection for the Period
07:45
60 730 10
7.5 91.2 1.2
B00
08:00
16 152 7
210
0.952
07:00 on 10/31/01 to 01
07:15
19 4 60
22.8 4.8 72.2
83 08:15
7 2 17
26 0.798
YGLASS HILL X9
191 56 155
492
10/31/01
07:45an
08:30am
1653
N
115
y t
T
�
60 19
12 4
!CLASS
HILL
ROI
Study Name: H0110155
Site Code : 00001944
Start Date: 10/31/01
Page : 2
SAN JOAQUIN HILLS ROAD
Bastbound
Intrvl.
Riabt Thru Left Total
,:45 on 10/31/01
07:45
22 410 91
4.2 78.3 17.3
523
08:30
8 103 26
137
0.954
2-
60 E--
738
1285
-�
485
N JOAQUIN HILLS ROAD
AMW
b/q-A
City : NEWPORT BEACH
N/S Direction SPYGLASS HILLS ROAD
E/W Direction ; SAN JOAQUIN HILLS ROAD
Client : CITY OF NEWPORT BEACH
SPYGLASS HILL ROAD
Southbound
start
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
SAN JOAQUIN HILLS ROAD SPYGLASS HILL ROAD
Westbound Northbound
Study Name: B0110155
Site Code : 00001944
Start Date: 10/31/01
Page : 3
SAN JOAQUIN HILLS ROAD
Eastbound
ime I Right Tbru Left Riabt Tbru Left Right Tbru LeftI Right Th Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/31/01 to 18:15 on 10/31/01 Time 16:45 16:45 16:45 16:45
Vol. 88 2 36 63 489 3 31 3 49 55 781 176
Pct. 69.8 1.5 28.5 11.3 88.1 0.5 37.3 3.6 55.0 5.4 77.1 17.3 Total 126 555 83 1012
High 17:15 17:00 17:15 17:15
Vol.. 26 0 14 17 133 0 10 2 13 16 211 45
Total 40 150 25 272
PHF 0.787 0.925 0.830 0.930
YGLASS HILL ROE
2 242
88 36
4 1 4 T
368
626
848
SAN JOAQUIN HILLS ROAD
N
143
y � T f
60 3
49 31
YGLASS HILL ROI
Intrvl.
.353 CrykA-A 4Ur
&loin wl-'� `"
D/0
LA
G P ro8004M
SEW PCj�
T
v \/Z
INTERSECTION CAPACITY UTILIZATION ANALYSIS
q��FOFita
INTERSECTION:
COAST HIGHWAY & POPPY AVE-6800
EXISTING TRAFFIC VOLUMES
BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING
2001 AM
I I EXISTING I
PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I I Movement I Lanes I
Lanes I PK HR I V/C I GROWTH I PROJECT I
V/C Ratio I Volume I V/C I
I Capacity I
Capacity I Volume I Ratio I Volume I Volume I
w/o Project I I Ratio I
I I I
I I I I I
Volume I ! I
1 NL I
I 15 I I
I I
NT 1600 I
I 8 0.023 I I
I I
NR I
I 14 I I
I I
I SL 1
I 41 I I
I I
I ST 1600 1
1 5 0.031 I
I
I SR I
I 4 I I
I I
EL 1 16001
1 3 1 0.002 I I
I I I
ET I
I 1098 I I
I I
I — ---- — } 3200 -
— — } 0.347
I ER I
I 11 I I
I I
W L I 1600 I
I 14 I 0.009 I I I
I I I
I WT 1
1 1808 I I
I I
I ---- } 3200
— - -- } 0.571
I WR !
I 19.
1 EXISTING I.C.U.
) 0.604 1
1 EXISTING + REG GROWTH
+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I
I I
I EXISTING + COMMITTED
+ REGIONAL GROWTH + PROJECT I.C.U. I
I I I
1_I Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. will be greater than 0.90 1_I Projected + project traffic F.C.U. w/systems improvement will be less than or equal to 0.90 1-1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: — — -- —
PROJECT
CH6800AM
FORM II
O l qq
Cy.k ( 00OPM
(. t
PORT
O = �
r ��•
.; n
INTERSECTION CAPACITY UTILIZATION ANALYSIS
C'94/F051rk�P
INTERSECTION: COAST HIGHWAY & POPPY AVE. 6800
EXISTING TRAFFIC VOLUMES BASED ON AVE AILY TRAFFIC WINTERISPRING 2001 PM
( ( EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT ( PROJECT Movement I Lanes I Lanes I PK HR ( V/C I GROWTH I PROJECT I V/C Ratio I Volume ( V/C
Capacity I Capacity. I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I
I I I I I I I I
Volume I I 1
NL 1 1 44 1 1
I I
NT 1600 1 1 9 0.068 1 1
I I
NR I I 55 I I
I I
SL I I 100 I I
f I
( ST 1600 ( { 6 0.076 I
I f
SR I I 15 I I
I I
EL I 16001 I 231 0.014 I I I
I I
{ ET 1 ( 1654 I I
I I
I ------ } 3200 — --- - — -- } 0.526
I ER 1 I 29 I I
I I
W L I 1600 1 1 26 1 0.016 I I
I I I
I WT 1 1 1435 I I
I I
I --- — } 3200 - -- — — - ---- } 0.453
I WR 1 1 13 I I
I I
EXISTING I.C.U. ( 0.618 I
I
1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I I
L1 Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. will be greater than 0.90 1-1 Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 1_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: —
— — —
PROJECT FORM II
CH680OPM
O / qS
SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
N-S STREET: NEWPORT COAST DR. DATE: 05/16/02 CITY: IRVINE E-W STREET: SR-73 NB RAMPS DAY: THURSDAY PROJECT# G6360280A
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
NL NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
2 2
2 1.5
0.5 6:00 AM
6:15 AM
6:30 AM
6:45 AM
7.00 AM
92 69
45 15
11 232
7:15 AM
114
78 48
22 11
273
7.30 AM
140
95 72
36 18
361
7:45 AM
208
162
96 33
12 511
8:00 AM
129
121
61 55
18 384
8:15 AM
124
126
66 41
11 368
8:30 AM
110
107
58 37
13 325
8:45 AM
98 89
51 29
12 279
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
11:45 AM
TOTAL
NIL NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
VOLUMES =
0 1015
847
0 497
0 0
0 0
268
0 106
2733
AM Peak Hr Begins at
730
AM
PEAK
VOLUMES =
0 601
504
0 295
0 0
0 0
165
D
59 1624
ADDITIONS: SIGNALIZED
t�lOL
ONO
SOUTHLAND CAR COUNTERS �2
VEHICLE AND MANUAL COUNTS
N-S STREET: NEWPORT COAST DR. DATE: 05/16/02 CITY: IRVINE E-W STREET: SR-73 NB RAMPS DAY: THURSDAY PROJECT# 06360280P
NORTHBOUND
SOUTH80UND
EASTBOUND
WESTBOUND
NL NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
2 2
2 1.5
0.5 1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
101
70 88
20 3
282
4:15 PM
100
66 97
18 4
285
4:30 PM
104
60 88
20 4
276
4:45 PM
111
59 103
29 13
315
5:00 PM
108
55 109
28 11
311
5:15 PM
110
46 103
22 6
287
5:30 PM
103
51 100
21 8
283
5:45 PM
105
49 104
25 7
290
6:00 PM
96 46
93 24
8 267
6:15 PM
93 37
85 20
9 244
6:30 PM
6:45 PM
TOTAL
NL NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
VOLUMES =
0 1031
539
0 970
0 0
0 0
227
0 73
2840
PM Peak Hr Begins at
445
PM
PEAK
VOLUMES =
0 432
211
0 415
0 0
0 0
100
0 38
1196
ADDITIONS: SIGNALIZED
D IV7
(0`
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 B. Garry Avenue
Study Name:
R0110156
N/S Direction ; NEWPORT COAST DRIVE
Suite 116
Site Code :
00000922
E/W Direction : SAN JOAQUIN HILLS ROAD
Santa Ana, CA. 92705
Start Date:
10/30/01
Client : CITY OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
NEWPORT COAST
NEWPORT COAST
SAN JOAQUIN HI
Southbound
Northbound
Eastbound
Start
Intrvl.
Time
Riaht
Thru
Thru
Left
Ricrht
L eft
10/30/01
—TAUI
07:00
11 168
168
8 28
41 424
07:15
11 136
167
5 22
69 410
07:30
15 132
308
33 31
108
627
7.4 5
26 53
224
is
17 87
465
Hour
63 529
967
64 98
305
1926
0 8 : 0 0
13 81
188
16 10
23 331
08:15
14 94
212
6 23
58 407
OB:30
22 125
113
39 12
58 565
OB :45
17 110
273
25 11
44 486
Hour
66 410
986
90 58
183
1793
[BREAE]
---------------
---------------
---------------
-------
16:30
39 139
129
32 4
22 365
1 47
125
133
27 4
Hour
86 268
262
59 8
41 724
17:00
58 134
109
21 9
44 375
17:15
62 1B5
132
39 4
56 478
17:30
40 177
101
15 4
31 368
17:45
55 151
92 20
S
54 407
Hour
215
687
424
95 12
185
1626
18:00
23 120
74 14
5 31
267
18:15
17 117
83 34
10 27
288
Total
470
2131
2696
356
201
772
6626
t Apr.
18.0 81.9
08.3 11.6
20.6 79.3
-
t Int.
7.0 32.1
40.6 5.3
3.0 11.6
-
o/q9,
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 B. Garry Avenue
N/S Direction NEWPORT COAST DRIVE Suite 116
E/W Direction SAN JOAQUIN HILLS ROAD Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
NEWPORT COAST NEWPORT COAST SAN JOAQUIN HI
Southbound Northbound Eastbound
Start lintrvi,
Time Right Thm Th f t Right Lettl Total
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/30/01 to 08:45 on 10/30/01 Time 07:00 07:00 07:00
Vol. 63 525 867 64 98 305
Pet. 10.6 89.3 53.1 6.8 24.3 75.6
Total 592 931 403
High 07:00 07:30 07:30
Vol. 11 168 308 33 31 108
Total 179 341 135
PEP 0.826 0.682 0.724
NEWPORT COAST
DRIU
63 1172
529
T
1764
SAN JOAQUIN HILLS
ROAD
127 <--
10/30/01
B�.ABdM
07:45aM
A
305 530
1926
98 N
1558
64 627
867
NEWPORT COAST
DRIU
0 /Y7
Study Name: H0110156
Site Code : 00000922
Start Date: 10/30/01
Page : 2
U•
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 E. Garry Avenue
HIS Direction NEWPORT COAST DRIVE Suite 116
E/W Direction SAN JOAQUIN HILLS ROAD Santa Ana, CA, 52705 Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
NEWPORT COAST INEWPORT COAST SAN JOAQUIN HI
Sorthbound Northbound Eastbound
Start lIntrvl.
Time R' i h f Total
Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/30/01 to 18:15 on 10/30/01 Time 17:00 17:00 17:00
Vol. 215 687 424 55 22 185
Pct. 23.8 76.1 81.6 18.3 10.6 89.3
Total 902 519 207
High 17:15 17:15 17:15
Vol. 62 185 13Z 39 4 56
Total 247 171 60
PHF 0.512 0.758 0.862
NEWPORT COAST
DRIU
215
609
6$7
1311
SAN JOAQUIN HILLS
ROAD
310
10/30/01
05:08p"
05:45pM
`�
185 517
1620
22 —q.
N
1228
y <
T
95 JEWPORT
709
424
COAST
DRIU
Lf-%
Study Name: R0110156
Site Code : 00000922
Start Date: 10/30/01
Page : 3
V 1 SD
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
H0110145
HIS Direction : NEWPORT COAST DRIVE
Suite 116
Site Code :
00000969
E/W Direction : PACIFIC COAST HIGHWAY
Santa Ana, CA. 92705
Start Date:
10/23/01
Client : CITY OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
NEWPORT COAST DRIVE
PCH
NEWPORT COAST DRIVE
PCH
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
Thru
Left
Right
hru
Left
Riqhtr
10/23/01
07:00
14 0
46 122
235
1 1
0 0
2 134
39 598
07:15
20 2
43 ill
262
4 0
0 1
1 162
62 668
07:30
34 0
55 136
324
2 0
0 0
2 194
42 789
7.4 5
46 1
59 153
361
3 2
1 1
1 182
45 655
Hour
114
3 203
522
1186
10 3
1 2
6 672
188
2910
08:00
39 0
45 131
342
0 0
0 3
2 181
44 787
08:15
32 0
53 149
387
2 1
0 0
1 210
44 879
08:30
26 0
57 127
328
1 0
2 5
7 172
48 768
4 5
37 2
69 132
349
3 1
0 2
2 188
57,
842
Hour
134
2 224
534
1406
6 2
2 10
12 751
193
3276
[BREAK]
-----------------------
-----------------------
-----------------------
-----------------------
-------
16:30
22 3
87 34
206
0 1
1 1
4 314
35 708
16 4 5
27 4
68 45
195
2 1
3 4
4 317
28 72
Hour
49 7
155
83 401
2 2
4 5
8 651
63 1430
17:00
40 1
106
67 261
0 2
0 0
3 392
31 903
17:15
31 0
147
49 274
2 1
0 1
3 369
22 899
17:30
30 1
171
29 291
4 3
2 5
3 355
20 914
17:45
46 1
175
46 241
1 5
0 3
1 13
27 061
Hour
147
3 603
151
1067
7 11
2 9
10 1429
100
3579
18:00
37 3
118
32 176
0 2
2 5
1 329
40 755
18:15
48 0
112
23 151
0 3
1 2
8 291
46 685
Total
529
18 1425
1385
4387
25 23
12 33
45 4123
630
12635
4 Apr.
26.8 0.9
72.2 23.8
75.6 0.4
11.8-
17.6 48.5
0.9 95.9
13.1 -
t Int.
4.1 0.1
11.2 10.9
34.7 0.1
0.1 -
0.2 0.3
32.6 4.9
-
D1 1
City : NNPORT BEACH
N/S Direction NEWPORT COAST DRIVE
E/W Direction : PACIFIC COAST HIGHWAY
Client : CITY OF NEWPORT BEACH
INEWPORT COAST DRIVE
Southbound
Start
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 91705
TURNING MOVEMENTS
PCH NEWPORT COAST DRIVE PCB
Westbound (Northbound Eastbound
Study Name: H0110145
Site Code : 00000969
Start Date: 10/23/01
Page : 2
Intrvl.
ime Ri¢ht Tbru_ Left Ri4ht Tbru Leftl RicLht hr-- Itftl—Rkht_ _Thr Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/23/01 to 08:45 on 10/23/01 Tine 0 7 : 3 0 1 07:30 07:30 01:30
Vol. 151 1 212 569 1.414 7 3 1 4 6 767 175
Pct. 41.4 0.2 58.2 28.5 71.0 0.3 37.5 12.5 50.0 0.6 80.9 18.4 Total 364 1990 8 948
High 07:45 08:15 07:45 08:15
Vol. 46 1 59 149 387 2 2 1 1 1 210 44
Total 106 538 4 255
PEP O.B58 0324 0.500 0.925
NEWPORT COAST
DRIV
1 745
151 21I.2
1129
PCH
<--
569
1569
10/23/91
87 : 30am
175
—1,
08:15an
f-- 1414
2517
3310
2972
767
7 982
PCH
N
22 4
14 1
4 3
EWPORT COAST
DRIV
City : NEWPORT BEACH
N/S Direction : NEWPORT COAST DRIVE
BMW Direction ; PACIFIC COAST HIGHWAY
Client : CITY OF NEWPORT BEACH
NEWPORT COAST DRIVE
Southbound
Start
Transportation Studies, Inc.
1820 B. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
PCH NEWPORT COAST DRIVE
Westbound (Northbound JPCH
Bastbound
me I Right Thra Leftl Right Thru Leftl Right Thrt Leftl Right T Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/23/01 to 1B:15 on 10/23/01 Time 17:00 17:00 17:00 17:00
Vol. 147 3 603 191 1067 7 11 2 9 10 1429
PCt. 19.5 0.3 80.0 15.0 84.3 0.5 50.0 9.0 40.9 0.6 92.8 Dotal 753 1265 22 1539
High 17:45 17:00 17:30 17:00
Vol. 46 1 179 67 261 0 3 2 5 3 392
Total 226 328 10 426
PHF 0.832 0.564 0.550 0.903
NEWPORT COAST
DRIV
3 293
1-4t 7 603
1046
PCH
1223
<--
19/23/91
L91
10@
1`
4 05:5pw
f-- 1067
2762
3579
3308
1429
.` 7
10 2043
PCH
N
42 20 2
9 L1
EWPORT COAST
DRIV
U
Study Name: R0110145
Site Code : 00000969
Start Date: 10/23/01
Page : 3
100
6.4 31
Intrvl.
o 153
THIS PAGE INTENTIONALLY LEFT BLANK
APPENDIX P
RECENT (2003-2005) PEAK HOUR INTERSECTION COUNT DATA
YEAR 2003 TRAFFIC COUNTS
P3
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name : H0303087
N-S Direction:
AVOCADO
Irvine,
CA.
92614
Site Code
: 00000977
E-W Direction:
SAN MIGUEL
Start Date : 03/25/2003
Page
No 1
Groups Printed-
Tum ng Movements
AVOCADO
;
SAN MIGUEL
AVOCADO
SAN MIGUEL
Southbound
Westbound
Northbound
I
Eastbound
_
Start Time ;
Right ! Thru I
Left
Peds
Right
I Thru
Left
Peds 1
Right I
Thru
Left
Peds
Right !
Thru :
Left
Peds
Int.
Total
Factor)
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0 1
1.0 1.0
1.0 1.0
1.0 1.0
1.0 _
1. _
07:15 AM
1 4
5 0
30 53
67 01
14 18
15 1;
3 17
3 0
231
07:30 AM
1 4
2 1
39 71
50 1
21 25
16 01
6 14
1 0
252
07:45 AM
4 9
3 1 1
69 107
111
0 25
54 25
3!
0 21
4 1
437
Total
6 17
10 21
138
231
228
1 60
97 56
4!
9 52
8 1
920
08:00 AM
5 8
12 0
49 93
121
0 32
27 17
11 10
35 2
1 413
08:15 AM
5 10
8 0
38 115
131
0 34
41 34
2 �
9 24
3 0
454
08:30 AM
3 17
17 0
47 101
117
2 23
34 23
2 16
47 0
1 450
08:45 AM
3 16
14 0
53 126
98 6
32 46
49 21
18 42
2 _ 0
507
Total
16 51
51 0
187
435
467
8 121
148
123
7 53
148
7 2
1824
09:00 AM
1 17
21 0 i
56 132
112
1 45
17 25
01 14
59 3
1 504
"` BREAK "'
Total
1 17
21 01
56 132
112
1 45
17 25
01 14
_ _
59 __ ___
3 1
504
BREAK "'
11:30 AM
19 25
28 01
17 105
81 0
101
8 8
0'
31 102
7 0
532
11:45 AM
12 31
34 01
25 116
91 0
105
11 36
2 40
118
_4_
1 626
Total
31 56
62 01
42 221
172
01 206
19 44
21 71
22D
11 T 1
1158
12:00 PM
0 32
32 0
14 128
80 0
105
20 31
1 37
143
4 4
631
12:15 PM
5 14
24 2
15 116
73 4
104
16 40
2 28
116
4 4
567
12:30 PM
0 27
28 0
16 95
69 0
99 28
49 0
33 126
4 3
577
12:45 PM
2 32
18 1
30 125
70 0
107
38 48
2 40
127
3 2.
645
_
Total
7 105
102
3 75
464
292
4 415
102
168
51 138
512
15 13
242b
01:00 PM
2 29
37 2
22 131
87 2
104
25 35
1 32
116
12 0
637
01:15 PM
4 25
20 1
22 125
86 0
102
19 36
0 35
84 6
1 566
BREAK "'
Total
_
6 54
57 31
44 256
173
21 206
44 71
_
TT
67 200
18 1
1203
BREAK "`
03:30 PM
5 32
34 3
35 126
79 01
114
12 27
11 31
131
4 4
638
03:45 PM
5 20
30 0
23 132
76 1 j
100
17 39
0 1
36 128
2 1
610
Total
_
10 52
64 31
58 258
155
1 214
29 66
1 i
67 259
6 5
1248
04:00 PM
4 36
58 0
19 114
70 1
156
7 34
0 i
27 129
3 1
659
04:15 PM
8 25
44 0
16 121
23 0
138
15 35
01 24
102
74 1
626 -
04:30 PM
5 29
39 1
25 134
33 1
154
17 61
0 20
92 77
1 689
04:45 PM
4 23
42 0
27 145
33 0
176
19 52
0 23
105
28 0
677
_
Total
21 113
183
1 87
514
159
2 624
58 182
01 94
428
182
_
3 2651
05:00 PM
4 52
97 0
8 92
85 0
187
9 28
0 31
145
3 3 i
744
05:15 PM
1 43
79 0
5 73
67 0
168
10 24
1 23
122
1 1
618
05:30 PM
2 32
56 0
7 83
70 0
169
13 13
0 36
144
1 0
626
05:45 PM
0 34
42 0
8 108
73 0
142
9 31
2 33
124
1 0
607
Total
7 161
274
0 28
356
295
0 666
41 96
31 123
535
6 4
2595
06:00 PM
0 35
30 01
4 92
63 0
150
8 17
01 24
139
3 0
565
06:15 PM
1 11
31 01
3 56
73 0
131
5 13
01 21
116
1 0
462
Grand Total
106
672
885
12 722
3015
2189
19 2838
568
861
231
681
2668
260
31 15550
Apprch %
6.3 40.1
52.8 0.7
12.1 50.7
36.8 0.3
66.2 13.2
20.1 0.5 i
18.7 73.3
7.1 0.9
Total %
0.7 4.3
5.7 0.1
4.6 19.4
14.1 0.1 ,
18.3 3.7
5.5 0.1 I
4.4 17.2
1.7 0.2
P�
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
-S Direction: NEWPORT COAST DRIVE Irvine, CA. 92614
C-W Direction: SAN JOAQUIN HILLS ROAD
r;munn PrintM- Ti minn MnvemPnfs
File Name : H0304017
Site Code : 00000978
Start Date : 05/08/2003
Page No : 1
NEWPORT COAST DRIVE
SAN JOAQUIN HILLS ROAD
NEWPORT COAST DRIVE
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.01 1.01
1.0 1.0
1.01 1.01
1.0 1.0
1.01 1.01
1.0 1.0
1.01 1.01
1.0 1.0
07:15 AM
35 150
0 1
0 0
0 0
0 191
42 0
59 0
66 0
544
07:30 AM
35 132
0 1
0 0
0 0
0 276
42 0
46 0
66 0
598
07:45 AM
44 122
0 01
0 0
0 01
0 287
22 01
42 0
69 0
586
Total
114
404
0 21
0 0
0 01
0 754
106
01 147
0 201
0 1728
08:00 AM
32 103
0 01
0 0
0 0
0 251
35 0
32 0
48 0
501
08:15 AM
25 133
0 0
0 0
0 0
0 251
41 0
47 0
65 0
562
08:30 AM
49 143
0 0
0 0
0 0
0 254
39 0
34 0
77 0
596
08:45 AM
37 129
0 0
0 0
0 0
0 282
42 0
33 0
65 0
588
Total
143
508
0 0
0 0
0 0
0 1038
157
0 146
0 255
0 2247
09:00 AM
38 128
0 01
0 0
0 01
0 253
35 01
48 0
74 01
576
BREAK ***
Total
38 128
0 01
0 0
0 01
0 253
35 01
48 0
74 01
576
**" BREAK *"*
11:30 AM
31 121
0 0
0 0
0 0
0 118
41 0
33 0
36 01
380
11:45 AM
26 127
0 0
0 0
0 0
0 130
36 0
39 0
30 0
388
Total
57 248
0 01
0 0
0 01
0 248
77 01
72 0
66 01
768
12:00 PM
33 87
0 0
0 0
0 0
0 121
34 0
29 0
38 0
342
12:15 PM
35 127
0 0
0 0
0 0
0 118
39 0
34 0
47 0
400
12:30 PM
45 111
0 0
0 0
0 0
0 128
40 0
40 0
48 0
412
12:45 PM
37 121
0 0
0 0
0 0
0 141
44 0
35 0
46 0
424
Total
150
446
0 0
0 0
0 0
0 508
157
0 138
0 179
0 1578
01:015
194
01:PM
11 76
0 11
0 0
0 0
I
0 32
0 I
26 0
35 0
275
*"* BREAK ***
Total
38 166
0 1 F
0 0
01 0
195
59 01
67 0
71 01
597
BREAK ***
03:30 PM
38 157
0 0
0 0
0 0
0 201
47 0
47 0
54 0
544
03:45 PM
44 139
0 0
0 0
0 0
0 202
51 0
25 0
55 2
518
Total 82 296 0 01 0 0 0 01 0 403 98 01 72 0 109 21 1062 04:00 PM 45 161 0 0 0 0 0 0 0 158 44 0 69 0 51 1 529
04:15 PM 34 140 0 0 0 0 0 0 0 128 36 0 65 0 67 O 470
04:30 PM 42 164 0 0 0 0 0 0 0 136 46 0 70 0 59 1 518
04.45 PM 43 144 0 0 0 0 0 0 0 113 37 0 66 0 69 2 474
Total 164 609 0 0 0 0 0 0 0 535 163 0 270 0 246 41 1991 05:00 PM 72 141 0 0 0 0 0 0 0 160 48 0 66 0 69 0 556
05:15 PM 83 194 0 0 0 0 0 0 0 112 42 0 60 0 64 0 555
05:30 PM 90 188 0 2 0 0 0 0 0 135 35 0 62 0 66 0 578
05:45 PM 70 160 0 1 0 0 0 0 0 124 44 0 72 0 59 3 533
Total 315 683 0 3 0 0 0 0 0 531 169 0 260 0 258 3 2222
06:00 PM 54 212 0 0 0 0 0 0 0 104 42 0 55 0 44 2 513
06:15 PM 41 119 0 0 0 0 0 0 0 71 35 0 35 0 49 1 351
Grand Total 1196 3819 0 6 0 0 0 0 0 4640 1098 0 1310 0 1552 12 13633 Apprch jo 23.8 76.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 80.9 19.1 0.0 45.6 0.0 54.0 0.4 Total % 8.8 28.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 34.0 8.1 0.0 9.6 0.0 11.4 0.1 PS
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304017
Site Code : 00000978
Start Date : 05/08/2003
Page No : 2
NEWPORT COAST DRIVE
SAN JOAQUIN HILLS ROAD
NEWPORT COAST DRIVE
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
I Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
t'eaK Flour From U/:LD AM i0 U7:UU AM
Intersecti
08:15 AM
on
Volume
144 53
0 0
682
Percent
21.78. 0.0
0.0 49 13
0 0
192
Volume
Peak
Factor
High Int.
08:30 AM
Volume
49 13
0 0
192
Peak
0.88 Factor
8 reaK 1 OT 1
0 0
0 0 0
0.0 0.0
0.0 0.0
0 0
0 0 0
7:00:00 AM
0 0
0 0 0
0 40 15 D 1197
0.0 86. 13. 0.0
9 1
0 24 39 0 293
08:45 AM
0 22 42 0 324
0.92 4
12 0
28 0
443
2322
36. D.0
63. 0.0
4 34 0
77 0
111
596
0.974
09:00 AM
48 0
74 0
122
0.90 8
NEWPORT GOAST DRIVE
Out In Total
1321 682
1491 533 0 0
Right Thru Left Peds
O
N v J
�0
O
North
c
Q
15AMo3
N
�::r00
:00:00AM
�
Hn
v
Movements
oo
m
d
c
N O
err+
Left Thru Right Peds
1571 10401 01 0
® 1197 1892
Out In Total
NEWPORT COAST DRIVE
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304017
Site Code : 00000978
Start Date : 05/08/2003
Page No : 3
NEWPORT COAST DRIVE
SAN JOAQUIN HILLS ROAD
NEWPORT COAST DRIVE
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start
Rig Thr
Left
Pe
App.
Rig
Thr
Left Pe
App.
Rig
I Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
I
Int.
Time
ht u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour rrom 11:.JU AM to U1:1!) rM
Intersecti
12:00 PM
on
Volume
5 44
10 0
0 596
6 Percent
25.74. 0.0
0.0 12.-45
37 11
0 0
158
Volume
Peak
Factor
High Int.
12:15 PM
Volume
35 12
0 0
162
Peak
0.92 Factor
0 Peak 1 oT 1
0 0 0 0 0
0.0 0.0 0.0 0.0
0 0 0 0 0
0 0 0 0 0
508
15 0
0 665
76. 23.
0.0 0.0
4 6
li
0 44
0 185
12:45 PM
0 11 44 0 185
0.89 9
138 0 177 0 317 1578
43. 0.0 56. 0.0
35 0 46 0 81 424
10.930
12:30 PM
40 0 48 0 88
0.90 1
NEWPORT COAST DRIVE
out In Total
687 596 1283
1501 446 0 0
Right Thru Left Peds
41 1 L+
N
Of
I
t—to�
O
0 C
O
North
o ..
c �
�
2 o
0312:00:00 PM
3 m .
312:45:00 PM
r m
0 n
o
o m
Tumin Movements
o
m
o
a
om
rao
Left Thru Ri ht Peds
1571 5081 01 0
[� 665 1249
Out In Total
PORT NEWCOAST DRIVE
I 7
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304017
Site Code : 00000978
Start Date : 05/08/2003
Page No :4
Start
Rig
I Thr
Left
Pe
App.
Rig
Thr
Left I
Pe
App.
I Rig
Thr
I Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 03:30
PM to 06:15 PM •
Peak
1 of 1
Intersecti
05:00 PM
on
Volume
31 68
0 3
1001
0 0
0 0
0 0
53 16
0 700
26 0
25 3
521
2222
5 3
1 9
0 8
Percent
31. 68.
0.0 0.3
0.0 0.0
0.0 0.0
0.0 75.
24. 0.0
49. 0.0
49 0.6
5 2
9 1
9 5
90 18
0 2
280
0 0
0 0
0 0
15 35
0 170
62 0
66 0
128
578
Volume
Peak
0.961
Factor
105:00
High Int.
05:30 PM
05:00 PM
PM
Volume
90 188
0 2
280
0 0
0 0
0 0
166
48 0
208
66 0
69 0
135
Peak
0.89 0.84
0.96 Factor
4 1
5 NEVWORT COAST DRIVE
out In Total
7891 L__I00U F 179
3151 6831 EEO 3
Right Thru Left Peds
+j 1 L+
�o
F O
J
N J
1'
S O
�0
O
—�
North
4 O
cv
5:00:00PM�o
t
5:45:OD PM
!.iria
r7r
o10�mMovementsa.
om
v
m
o
ti
m o
o m
+1 T r+
Left Thru Right Peds
1691 5311 01 0
® 700 1643
out In Total
I NEWPORT COAST DRIVE
e
City: NEWPORT BEACH
I-S Direction: BIRCH STREET
r--W Direction: MESA DRIVE
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Groups Printed- Tuminq Movements
File Name : H0304032
Site Code : 00000921
Start Date : 04/09/2003
Page No : 1
Southbound
Westbound
Northbound
Eastbound
Start Time I Right i Thru I
Left I Peds
Right
Thru
Left
Peds
Right
Thru
Left I Peds I Right
Thru
Left Peds'
_
Total
----..
Factor; 1.0 1 1.01
1.01 1.0
. 1.0
1.01 1.0
1 1.0
1.0 1 1.01
1.0 1 1.0 1.01
1.0 1.0 '1.0
_
07:15 AM 1 30
07:30 AM 1 46
07:45 AM 3 57
1 0
1 0
1 0
3 1
2 0
0 0
6 10
20 0
0 0
5 4
4 65
115
156
1 0 0 0
1 Oi 0 0
3 0 0 0
1 0
1 0
0 0_
113
179
247
I otal
5 13d
3 U I
b
U
6b
U I
13 d:ib
b
U j
U
U
L
U
5iy
08:00 AM
7 69
1 0
3 0
14 1
7 157
3 01
2 0
0 0
264
08:15 AM
9 44
3 0
1 0
5 0
9 162
2 0
1 0
1 0
237
08:30 AM
3 38
5 0
1 0
6 0
3 155
1 0
1 0
1 0
214
08:45 AM
5 43
1 0
2 0
7 0
7 116
2 0
0 0
1 0 i
184
Total
24 194
10 0
7 0
32 1
26 590
8 0
4 0
3 0
899
09:00 AM
5 74
2 01
3 0
12 01
9 69
0 01
1 0
0 0
175
*** BREAK ***
Total
5 74
2 01
3 0
12 01
9 69
0 0
1 0
0 _
0 175
*** BREAK ***
03:30 PM
1 62
4 2
0 0
8 2
7 59
0 0
3 0
4 2
154
03:45 PM
3 80
1 0
2 0
11 0
14 52
0 0
0 0
1 0
164
Total
4 142
5 2
2 0
19 21
21 111
0 01
3 0
5 2'
318
04:00 PM
0 94
5 0
3 0
7 0
18 35
1 0
0 0
3 0
166
04:15PM
7 119
4 0
2 0
14 0
11 52
0 0
I
1 0
3 0'
213
04:30 PM
0 121
4 0
4 0
5 0
8 52
0 0
3 0
2 1:
200
04:45 PM
0 164
3 0
1 0
13 0
11 45
0 01
3 0
0 0•
240
Total
7 498
16 0I
10 0
39 05:00 PM
0 194
3 0
0 0
14 05:15 PM
0 180
4 0
1 0
16 05:30 PM
2 182
2 0
1 0
9 05:45 PM
0 198
3 0
5 0
13 Total
2 754
12 0
7 0
52 06:00 PM
1 122
3 0
0 0
4 06:15 PM
0 113
3 0
2 0
7 Grand Total
48 2030
54 2
37 0
201
Apprch qo
2.2 95.1
2.5 0.1
15.4 0.0
83.4 Total So
1.1 46.5
1.2 0.0
0.8 0.0
4.6 0
48 184
1 0
7 0 8
1 819
0 9
71 1
0 2
2 6
0 302
0 12
89 0
0 6
0 5
0 313
0 17
73 0
0 8
0 8
0 302
0 8
77 0
0 1
0 4
309
0 46
310
1 0
17 2
23 _0 _
0 1226
0 12
58 0
0 3
0 8
1 212
0 4
48 0
0 2
0 3
0 182
3 179
176
15 0
37 2
52 4
4370
1.2 9.4
89.8 0.8
0.0 38.9
2.1 54.7
4.2 0.1
4.1 39.0
0.3 0.0
0.8 0.0
1.2 0.1 i
Py
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304032
Site Code : 00000921
Start Date : 04/09/2003
Page No :2
Southbound
Westbound I
Northbound
Eastbound
Start Rig 1 Thr
Time ht u
Left
I Pe
ds
App.
Total
Rig Thr
ht u
Left
Pe
ds
App.
Total
Rig
ht
I Thr Left Pe
u ds
App.
Total
Rig I Thr Left Pe! App. Int
ht u ds I Total Tot@
Heak Flour I-rom U/:lb AM to Uy:UU AM
Intersecti
07:45 AM
on
Volume
22 208
10 0
240
Percent
9.2 86.
4.2 0.0
08.00 7 69
1 0
77 Volume
Peak
Factor
High Int.
08:00 AM
Volume
1 69
1 0
77 Peak
0.77 Factor
9 -FeaK1 OT 1
7 0
45 1
53 13.
0.0 84.
1.9 3 0
14 1
18 07:45 AM
2 0
20 0
22 0.60
2 23 600 9 0 6621 4 0 3 0
3.5 95. 1.4 0.0 15 . 0.0 42.. 0.0
7 15 3 0 1671 2 0 0 0
08:15 AM
9 12 2 0 173
0.95 7
7 962
2; 264
0.911
08:00 AM
2 0 0 0 2
0.87 5
Out In Total
b4U
igi ru e e s
+j 1 L►
(D T
L
�o
North
2 --►
/—
2�
rr
19/03 8:30:00 AM
� �TumingMovements
rJ
r
5 H
dOL
�rT
o
Fm"
N�
Lett Thru Right Peds
BIRCH STREET
P/o
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304032
Site Code : 00000921
Start Date : 04/09/2003
Page No : 3
Southbound
Westbound
Northbound
Eastbound
Start
Rig Thr ,Left '
Pe i App.
Rig
Thr I Left
Pe
App.
Rig
Thr
Left
Pe
App. Rig Thr
;Left
' Pe
App.
Int.
ht ; u I 1
ds 1 Total
ht
u
ds
Total
ht
u
I ds
Total I ht I u
ds
Total
Total
_ _Time
Peak Hour From 03:30 PM to 06:15 PM
. Peak 1 of 1
Intersecti
05:00 PM
on
j
Volume
2 74 12
0 768
7 0 52
0 59
46 30
1 0
357 17 2
23 0
42 126
_
i
Percent
98 0.3 1.6
0.0 11.
88 0.0
0.0 12.
86. 0.3
0.0 40.
4.8 54
0.0 2
9 i
9 8
5 8
0 10 4
0 184
1 0 16
0 17
12 89
0 0
101 6 0
5 0
11 313
Volume
Peak
j
. 0.979
Factor
High Int.
05:45 PM
05:45 PM
05:15 PM
105:30 PM
Volume
0 198 3
0 201
5 0 13
0 18
12 89
0 0
101 I 8 0
8 0
16 Peak
0.95'
0.81 0.88 •;
0.65 Factor
5 I
9 4 1
6 Out In Total
Right ru Lett reds
I
L—O o
~ R North J
2—► ~2Uu I�i
191035 UU FM
:45:00 PM i�
j
o y �TuminqMovements m orr
m m �d
N
I
Left TIN Right Peds
i
u n oa
BIRCH STREET
P«
City: NEWPORT BEACH
N-S Direction: SR-73 SB RAMP
E-W Direction: BONITA CANYON
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 11.6
Santa Ana, CA. 92705
Grouos Printed- Tumino Movements
File Name : h03O3O77
Site Code : 00000922
Start Date : 03/25/2003
Page No : 1
Southbound
Westbound
Northbound
Eastbound
Start Time
Right I Thru
Left
Peds
Right
Thru
Left
Peds
I
i Right
Thru
Left
i Peds
Right l
Thru
Left'
Peds
Total
Factor;
1.0 1 1.0
1 1.0
1 1.0
1.0 1.0 1
1.01 1.0
1 1.01
1.0 1 1.0
1 1.0
. 1.0 ,
1.01 1.0
1.0 _
_
07:15 AM
0 0
0 0
0 208
2 1
29 0
0 0!
29 143
0 0
412
07:30 AM
0 0
0 0
0 233
2 0
41 0
0 1 1
25 139
0 1
442
07:45 AM
0 0
0 0
0 288
4 0
61 0
4 0 i
._ 26
144
0_
10. 537
Total
0 0
0 01
0 729
8 1
1 131
0 4
1 1
80 426
0 11
1391
08:00 AM 0 0 0 0 1 0 231 1 0 19 0 5 0 53 128 0 1 438
08:15 AM 0 0 0 0 0 284 10 1 31 0 8 2 37 107 0 0 480
08:30 AM 0 0 0 0 0 276 4 1 36 0 29 0 27 102 0 0 475
08:45 AM 0 0 0 0 0 269 10 0 32 0 0 0 23 99 0 01 433
Total 0 0 0 0 0 106 25 2 118 0 42 2 140 436 0 1 j 1826
09:00 AM 0 0 0 01 0 251 9 01 12 0 8 01 25 71 0 0. 376
*** BREAK
Total 0 0 0 01 0 251 9 01 12 0 8 01 25 71 0 0 376
*** BREAK ***
03:30 PM 0 0 0 0 0 235 14 0 11 0 14 0 41 132 0 0 447
0. 3:45 PM 0 0 0 0 0 201 8 0 18 0 11 0 31 137 0_ 0' 406 Total 0 0 0 01 0 436 22 01 29 0 25 01 72 269 0 0 853
04:00 PM 0 0 0 0 0 147 14 0 6 0 11 01 47 110 0 1 336
04:15 PM 0 0 0 0 0 142 10 0 2 0 9 01 44 149 0 0 356
_04:30 PM 0 0 0 0 0 152 11 0 10 0 18 0 49 131 0 0, 371
04:45 PM 0 0 0 0 0 173 9 0 6 0 8 1 57 168 0_ 0. 422
Total 0 0 0 01 0 614 44 0 24 0 46 1 197 558 0 1 1485
05:00 PM 0 0 0 0 0 166 6 0 9 0 8 0 85 136 0 0410
05:15 PM 0 0 0 0 0 157 5 0 6 0 8 0 89 129 0 0 394
05:30 PM 0 0 0 0 0 163 22 0 6 0 23 0 77 168 0 01 459
_ 05:45 PM 0 0 0 0 0 132 28 0 23 0 5 0 91 141 0 0! 420
Total 0 0 0 0 0 618 61 0 44 0 44 01 342 574 0 0 1683
06:00 PM 0 0 0 0 0 124 17 0 6 0 19 0 74 140 0 0 380
06:15 PM 0 0 0 0 0 117 7 0 9 0 14 0 52 157 0 0 356
Grand Total 0 0 0 0 0 3949 193 3 373 0 202 4 982 261 0 13 8350 Apprch % 0.0 0.0 0.0 0.0 0.0 95.3 4.7 0.1 64.4 0.0 34.9 0.7 27.1 72.6 0.0 0.4 Total % 0.0 0.0 0.0 0.0 0.0 47.3 2.3 0.0 4.5 0.0 2.4 0.0 11.8 31.5 0.0 0.2 i bra
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : hO3O3077
Site Code : 00000922
Start Date : 03/25/2003
Page No :2
c
Southbound Westbound
Northbound Eastbound
Start i Rig 1 Thr ;Left Pe App. 1 Rig
Thr Left Pe
App.
Rig
Thr ; Pe App. ' Rig Thr I Pe!'I App.
I
Time! ht ; u ; ds Total ' ht
u : ds
Total
ht
Left
u ds Total ht u Left As Total 1
Peak Hour From 07:15 AM to 09:00 AM
Intersecti
07:45 AM
on
Volume
0 0
0 0 0
Percent
0.0 0.0
0.0 0.0
07:45
0 0
0 0 0
Volume
Peak
Factor
High Int.
7:00:00 AM
Volume
0 0
0 0 0
Peak
Factor
• Peak 1 of 1
0 10 19 2 110
79 0
0.0 98 1.7 0.2
0 28 4 0 292
08:15 AM
0 24 10 1 295
0.93 2
Int.
otal
14 0
46 2
i
195; 13
48 0 11
635 193
75. 0.0
23. 1.0
22. 75. 0.0 1.7
61 0
4 0
65 26
14 0 10
180' 537
0.899
07:45 AM
61 0 4 0
1 08:00 AM
65 ! 53 12
8 0.75
0,
0 1 1821
0.87 2'
Out In Total
Kight InnJ Lett Peas
+j 1 �►
I
u o�
P North c
a--- R
C C
25103 8:30:00 AM
m
O a Turning Movements r o
N
I
Left TIN Right Peds
`Ouu n I otaf
SR-73 SB RAMPS
PO
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
1 Southbound Westbound
Start j Rig Thr Left Pe App. Rig Thr .Left Pe App.
Time ht 1 u ds , Total ht u ds Total
Peak Hour From 03,30 PM to 06:15 PM • Peak 1 of 1
Intersecti
04:45 PM
on
Volume
0 0
0 0
Percent
0.0 0.0
0.0 0.0
05-30
0 0
0 0
Volume
Peak
Factor
High Int.
Volume
0 0
0 0
Peak
Factor
0 0 69 42 0 701
0.0 9 0 6.0 0.0
0 0 13 22 0 185
v
05:30 PM
0 13 22 0 185
0.94 7
Northbound
r Left I Pe App
File Name : h0303077
Site Code : 00000922
Start Date : 03/25/2003
Page No : 3
Eastbound
Thr !Left Pe, App. Int.
u ds ; Total . Total
I
27 0 47 1 75i 308 60 0 0 909 168
36. 0.0 62. 1.3 33. 66. 0.0 0.0
9 1
6 0 23 0 29i 77 166 0 0 245 459
0.918
05:30 PM
6 0 23 G 29
0.64 7
05:30 PM
77 166 0 0 245
0.92 8
Out In Total
ig ru e e s
+1 1 �►
North
0 d�
S�i I 2—�
1--2
cc
Li J' 25/03 5:30:00 PM
Turning Movements
CD
0� y
I', o
a�
fD 9
rn LL`7�
i
Left Peds
Thru Right
j 3u 01 n Total
5R-73 SB RAMPS
Pew
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite115
N-S Direction: IRVINE AVENUE Irvine, CA. 92614
N Direction: BRISTOL STREET (S)
('n im Prin}xi_ Tuminn Mnvpmo to
File Name : H0304027
Site Code : 00000919
Start Date : 04/30/2003
Page No : 1
IRVINE AVENUE
BRISTOL STREET (S)
IRVINE AVENUE
BRISTOL STREET (S)
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
PedsItaTota1.0
�htThru
1.0 1.0
1.0 .0
1.0 1.0
1.0 1.0
1.01 1.0
1.01 1.0
1.01 in
07:15 AM
0 58
25 0
0 0
0 0
28 192
0 0
99 283
235
0 . 920
07:30 AM
0 71
31 0
0 0
0 0
34 222
0 1
81 323
248
0 1011
07:45 AM
0 76
34 01
0 0
0 01
56 316
0 01
105
406
288
0 1281
Total
0 205
90 01
0 0
0 01
118
730
0 1
1 285
1012
771
01 3212
08:00 AM
0 100
23 1
0 0
0 1
58 184
0 0
134
415
312
1 1229
08:15 AM
0 97
37 0
0 0
0 1
56 138
0 0
142
386
304
0 1161
08:30 AM
0 93
27 0
0 0
0 0
58 190
0 0
116
336
315
0 1135
08:45 AM
0 86
35 0
0 0
0 0
46 178
0 1
138
304
292
2 1082
Total
0 376
122
1 0
0 0
2 218
690
0 1
530
1441
1223
3 4607
09:00 AM
0 95
31 1
0 0.
0 01
39 186
0 1
104
275
235
01 967
*" BREAK ***
Total
0 95
31 1
0 0
0 01
39 186
0 1
104
275
235
01 967
** BREAK **"
11:30 AM
0 114
50 0
0 0
0 0
56 176
0 0
111
212
120
0 I
839
11:45 AM
0 113
43 0
0 0
0 0
73 202
0 1
97 264
174
1 968
12:00 PM
0 123
53 0
0 0
0 0
63 180
0 0
116
265
161
0 961
12:15 PM
0 118
72 0
0 0
0 0
78 179
0 1
110
265
172
0 995
12:30 PM
0 125
75 0
0 0
0 1
72 196
0 0
100
293
176
0 1038
12:45 PM
0 119
58 0
0 0
0 0
53 182
0 0
120
327
196
1 1056
_
Total
0 485
258
0 0
0 0
1 266
737
0 1 1
446
1150
705
1 4050
01:1155 PM
0 118
69 3
0 0
0 0
64 200
0 0 I
132
316
201
0 1103
* BREAK ***
Total
0 244
113
31 0
0 0
01 12
4405
0 2-1
251
656
423
01 2223
*** BREAK *"*
03:30 PM
0 116
52 0
0 0
0 1
56 77
0 2
136
211
133
1 785
03:45 PM
0 147
35 0
0 0
0 0
64 49
0 0
121
231
125
0 772
Total 0 263 87 01 0 0 0 1 1 120 126 0 21 257 442 258 11 1557 04:00 PM 0 103 47 0 0 0 0 3 55 42 0 0 108 243 132 0 733 04:15 PM 0 157 71 1 0 0 0 0 49 48 0 1 117 225 137 0 806 04:30 PM 0 135 41 0 0 0 0 0 57 57 0 0 100 220 134 0 744 04:45 PM 0 196 36 2 0 0 0 0 61 58 0 0 124 275 106 0 858 Total 0 591 195 3 0 0 0 3 222 205 0 1 449 963 509 01 3141 05:00 PM 0 250 49 0 0 0 0 2 64 105 0 0 129 255 124 0 978 05:15 PM 0 225 41 0 0 0 0 0 68 115 0 0 110 269 123 0 951 05:30 PM 0 254 56 1 0 0 0 1 50 113 0 0 113 283 113 0 984 05:45 PM 0 235 41 0 0 0 0 3 59 90 0 0 125 250 159 1 963 Total 0 964 187 1 0 0 0 6 241 423 0 0 477 1057 519 1 3876 06:00 PM 0 240 59 0 0 0 0 0 57 96 0 1 124 230 127 0 934 06:15 PM 0 205 63 0 0 0 0 0 57 102 0 1 94 184 97 0 803
Grand Total 0 3895 1298 9 0 0 0 13 1593 4078 0 12 3225 7886 5161 7 27177 Apprch q 0.0 74.9 25.0 0.2 0.0 0.0 0.0 100. 28.0 71.8 0.0 0.2 19.8 48.4 31.7 0.0 Total % 0.0 14.3 4.8 0.0 0.0 0.0 0.0 0.0 5.9 15.0 0.0 0.0 11.9 29.0 19.0 0.0 P16
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304027
Site Code : 00000919
Start Date : 04/30/2003
Page No :2
IRVINE AVENUE BRISTOL STREET (S) IRVINE AVENUE
BRISTOL STREET (S)
Southbound Westbound Northbound
Eastbound
Start
Rig
I Thr
Left
Pe
App.' Rig
Thr
Left
Pe
App. Rig
Thr
Left
Pe App.
I
Rig
Thr
Left
Pe
App.
Int.
I
Time
ht
u
ds
Total ht
u
ds
Total ht
u
ds Total
ht
u
ds
Total
Total
reaK Hour I-rom Ui:15 AM to UyWU AM
Intersecti
07:45 AM
on
Volume
0 36
12 1
488
Percent
0.0 75.
24. 0.2
07.45 0 76
34 0
110
Volume
Peak
Factor
High Int.
08:15 AM
Volume
0 97
37 0
134
Peak
0.91 Factor
0 reaK 1 OT 1
0 0
0 2
0.0 0.0
0.0 10
0.0 0 0
0 0
08:00 AM
0 0
0 1
2 0
1 0.50
01 228
822 0 0 1056
49 1 3260
8 721.
43 19
78. 0.0 0.0
15. 47.
37. 0.0
6 4
2 3
4 56
311 0 0 372
15 400
288 0 799
07:45 AM
56 311 0 0 372
0.71 0
IKVINt AVtNUt
Out In Total
2047 488 F25375
01 3661 1211 1
7Irt Thru Left Peds
1 Nash
7:45:00 AM
038:3'0 AM
Tumi Movements
4 r
Left Thru Right Peds
0 828 228 0
® 1056 1919
Out In Total
IRVINE AVENUE
08:00 AM
13 41 31 1 862
4 5 2
0.94 5
�o
Np
1 O
rT
�
mm
A
1 w
N
14806
1281
0.938
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304027
Site Code : 00000919
Start Date : 04/30/2003
Page No : 3
IRVINE AVENUE
BRISTOL STREET (S)
IRVINE AVENUE
BRISTOL STREET (S)
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
I Thr Left
Pe
App.
Rig
I Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
f'eaK Hour l-rom 11:JU Ann to Ui:iS t'M -
I ntersecti
12:30 PM
on
Volume
0 8
244
3 737
Percent
0.0 66.
33. 0.4
4 0 122
44 0
170
Volum01-00 e
Peak
Factor
High Int.
12:30 PM
Volume
0 15
75 0
200
Peak
0.92 Factor
1 t'eaK 1 oT 1
0 0
0 1
1 0.0 0.0
0.0 10
0.0 0 0
0 0
0 12:30 PM
0 0
0 1
1 0.25
0 2i
73 0
2 1036
41 12
75 1
2543
4317
76 24.
75. 0.0
0.2 18.
50. 31.
0.0 2
6 5
2 3
62 25
0 2
269
111
344
22 0
681
1120
0.964
01:00 PM
01:00 PM
62 25
0 2
269
111
344
22 0
681
0.96 0.93
3 4
IRVINE AVENUE
Out In Total
15781 1 737 2315
01 488 246 3
Right Thru Left Peds
1�I I I`-►
� v
F-N
U)
nJ
I
L30
v—Oa
NrL—!•-2
c c�vc
0312:3000 PM
v
rt
co p�
�=�
��
T1:15:OOPM
Turn.", Movements
�orx
�m
Left Thiv Right Peds
2 i::�=, —51
Out In Total
IRVINE AVENUE
Pe?
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304027
Site Code : 00000919
Start Date : 04/30/2003
Page No :4
IRVINE AVENUE
BRISTOL STREET (S)
IRVINE AVENUE
BRISTOL STREET (S)
Southbound
Westbound
I Northbound
Eastbound
Start
Rig
Thr
Left
Pe
I App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
I App.
I Rig
Thr Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Neale Hour I-rom UJ:.JU NM to Ub:15 F'M •
NeaK 1 oT 1
Intersecti
05:00 PM
on
Volume
0 966
18 1
1152
0 0
0 6
6 2i
43 0
0 664
Percent
0.0 83.
16. 01
0.0 0.0
0.0 10
36. 63.
0.0 0.0
7 2
0.0 3
7 05:324
0 56
1 311
0 0
0 1
1 50
13 0
0 163
Volume
Peak
Factor
High int.
05:30 PM
05.45 PM
05:15
PM
Volume
0 255
56 1
311
0 0
0 3
3 68
15 0
0 183
Peak
0.92 0.50
0.90 Factor
6 0
7 47
10 51 1 2054
7 57
9 23.
51. 25• 0.0
2 5
3 11
28 11 0 509
3 3
3 05:45 PM
12 25 15 1 535
5 0 9
0.96 0
IMANEAVENUE
Out In Total
® L11g 72-0-941
0 %41 187 1
Right Thru Left Pods
1�I 1 �.
0 0
�s
tm
o
North
�,
uri 2
1-2
N
03 5:00:00 PM
_
35:4 0PM
�r--
c
0 m
Ttrning Movements
�m
a
a
„ rn
—
r
Left Thru Ri ht Peds
01 4231 241 f 0
1441 664 2105
Out In Total
IRVINE AVENUE
pi 6
3876
984
0.985
Transportation Studies, Inc.
1350 Reynolds Avenue
city: NEWPORT BEACH Suite 115
-S Direction: BIRCH STREET Irvine, CA. 92614
E-W Direction: BRISTOL STREET (S)
(,munc Printwrf- Tuminn Mnvements
File Name : H0304034
Site Code : 00000979
Start Date : 05/07/2003
Page No : 1
BIRCH STREET
BRISTOL STREET (S)
BIRCH STREET
BRISTOL STREET (S)
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Ina.
Tota I
Factor
1.0 1 1.01
1.0 1 1.0
1.0 1.0
1.0 1.0
1.01 1.01
1.01 1.0
1.0 1.01
1.0 1 1.0
07:15 AM
0 58
22 1
0 0 0
1 40
12 0
1 23
167 126
5 456
07:30 AM
0 62
40 0
0 0 0
1 75
24 0
2 33
198 175
6 616
07:45 AM
0 89
67 0
0 0 0
2 87
114
0 1
22 256 230
3 871
Total
0 209
129
1 0
0 0
4 202
150
0 4
78 621 531
14 1943
08:00 AM 0 87 55 0 0 0 0 0 72 104 0 0 38 219 213 6 794
08:15 AM 0 92 60 0 0 0 0 0 57 112 0 1 50 208 232 3 815
08:30 AM 0 103 67 1 0 0 0 0 53 75 0 1 51 189 194 2 736
08:45 AM 0 112 52 0 0 0 0 1 53 67 0 4 47 196 184 1 717
Total 0 394 234 1 0 0 0 1 235 358 0 61 186 812 823 12 3062 09:00 AM 0 94 61 01 0 0 0 01 51 74 0 1 32 139 145 01 597 ** BREAK ***
Total 0 94 61 01 0 0 0 01 51 74 0 1 32 139 145 01 597
*** BREAK ***
11:30 AM 0 81 100 0 0 0 0 2 39 54 0 2 34 217 81 1 611
11:45 AM 0 101 107 0 0 0 0 0 52 74 0 2 40 244 105 1 726 Total 0 182 207 01 0 0 0 21 91 128 0 41 74 461 186 21 1337 12:00 PM 0 152 160 0 0 0 0 1 59 69 0 4 48 226 105 0 824 12:15 PM 0 107 118 0 0 0 0 1 63 73 0 1 47 258 127 0 795 12:30 PM 0 125 120 0 0 0 0 1 64 68 0 4 22 301 125 3 833 12:45 PM 0 121 117 1 0 0 0 5 68 104 ' 0 2 58 325 142 3 946 Total 0 505 515 1 0 0 0 8 254 314 0 11 175 1110 499 6 3398 01:00 PM 0 99 117 0 0 0 0 01 61 70 0 2 39 256 164 3 811 01:15 PM 0 102 100 0 0 0 0 3 61 88 0 4 42 273 147 5 825 *** BREAK ***
Total 0 201 217 01 0 0 0 31 122 158 0 6 81 529 311 81 1636 **" BREAK ***
03:30 PM 0 88 57 1 0 0 0 1 31 54 0 1 23 268 64 2 590
03:45 PM 0 95 41 0 0 0 0 1 49 31 0 2 19 214 60 2 514
Total 0 183 98 1 0 0 0 21 80 85 0 31 42 482 124 41 1104 04:00 PM 0 117 64 0 0 0 0 5 42 45 0 1 30 243 68 3 618
04:15 PM 0 128 86 0 0 0 0 1 53 55 0 0 19 236 67 1 646
04:30 PM 0 140 78 0 0 0 0 0 54 56 0 1 34 249 75 1 688
04:45 PM 0 152 67 0 0 0 0 0 63 52 0 2 28 296 48 0 708
Total 0 537 295 0 0 0 0 6 212 208 0 4 111 1024 258 5 2660 05:00 PM 0 203 97 0 0 0 0 4 90 78 0 2 28 254 58 0 814
05:15 PM 0 222 80 0 0 0 0 0 69 69 0 0 29 315 53 2 839
05:30 PM 0 231 86 0 0 0 0 2 82 59 0 1 47 301 58 2 869
05:45 PM 0 180 75 0 0 0 0 1 64 51 0 1 25 310 58 0 765
Total 0 836 338 0 0 0 0 71 305 257 0 4. 129 1180 227 4 3287 06:00 PM 0 162 96 0 0 0 0 2 55 62 0 0 26 270 40 0 713
06:15 PM 0 105 52 0 0 0 0 0 50 48 0 1 35 276 31 0 598
Grand Total 0 3408 2242 4 0 0 0 35 1657 1842 0 44 969 6904 3175 55 20335 Apprch % 0.0 60.3 39.7 0.1. 0.0 0.0 0.0 100. 46.8 52.0 0.0 1.2 8.7 62.2 28.6 0.5 i
Total % 0.0 16.8 11.0 0.0 1 0.0 0.0 0.0 0.2 8.1 9.1 0.0 0.2 4.8 34.0 15.6 0.3 PI?
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304034
Site Code : 00000979
Start Date : 05/07/2003
Page No : 2
BIRCH STREET
BRISTOL STREET (S) BIRCH STREET
BRISTOL STREET (S)
Southbound
Westbound Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From U/:15 AM to U9:UU AM -
Intersecti
07:45 AM
on
Volume
0 3i
244
1 621
Percent
0.0 59.
40. 0.2
07.45 0 89
67 0
156
Volume
Peak
Factor
High Int.
08:30AM
Volume
0 13
67 1
171
Peak
0.90 Factor
8 Peak 1 OT 1
0 0
0 2
2 0.0 0.0
0.0 10
0.0 0 0
0 2
2 07:45 AM
0 0
0 2
2 0.25
0 266
45 0 3
677
16 82
866 14 1916
39. 59. 0.0 0.4
8.4 45.
45. 0.7
7 8
5 4
87 11 0 1
202 22
255
233 3 511
07.45 AM 07:45 AM
87 111 0 1 202 22 25 20
0.83 8
BIRCH STREET
Out In Total
1274 621 1896
01 371 249 1
Right Thru Left Peds
ruJ
L�
p m
~
m
^ o
O
o 5L
N
North
_m
In —�
—2
o
/03 7:45:00 AM
m r
38:30:00AMin
70r,
rr
Movements
rr
O
n
`D p1
tl
N N
N _
I
r -�
Left Thru Right Peds
0 405 2691 3
532 677 1209
Out In Total
BIRCH STREET
p 24)
3 511
0.93 7
13216
871
0.923
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Fife Name : H0304034
Site Code : 00000979
Start Date : 05/07/2003
Page No :3
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left I
Pe
I App.
Rig 1, Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht u
ds
Total
ht
u
ds
Total
ht
u
I
ds
Total
Total
Peak Hour From 11:30
AM to 01:15
PM
Peak 1 of 1
Intersecti
12:30 PM
on
Volume
0 44
45 1
902
0 0
0 9
9 25
33 0
12 596
16 11
57 14
1908
3415
7 4
4 0
1 55
8 Percent
49. 0.0
50. 0.1
0.0 0.0
0.0 10
42. 55.
0.0 2.0
8.4 60.
30. 0.7
6 3
0.0 6
4 5
3 12:45
0 12
11 1
239
0 0
0 5
5I
68 10
0 2
174
58 32
14 3
528
946
Volume
1 7
4 5
2 Peak
0.902
Factor
I
High Int.
12:30 PM
12:45 PM
12:45
PM
:12:45
PM
Volume
0 12
12 0
245
0 0
0 5
5 68
10 0
2 174
58 32
14 3
528
5 0
4 5
2 Peak
0.92 0.45
0.85 0.90
Factor
0 0
6 31
BIRCH STREET
Out In Total
® 902 1810
0 44 1 454 1
Right Thru Left Peds
CO
J
I
mo
2 North
cm
�F---►
~-20
10312:30:00 PM
L
1031:15:00 PM
r
m
O�
h
Turnlng Wvernents
(gyp
N �
r
Left Thru Right Peds
01 3301 254 12
® 596 1204
Out In Total
BIRCH STREET
Pit
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115,
Irvine, CA. 92614
File Name : H0304034
Site Code : 00000979
Start Date : 05/07/2003
Page No :4
BIRCH STREET
BRISTOL STREET (S)
BIRCH STREET
BRISTOL STREET (S)
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App. ! Rig
Thr
Pe App.
Rig
Thr
Pe App.
Int.
Time
ht
�
Left
ds
Total
ht
u
Left
ds
Total ht
u
Left
ds Total
ht
u
Left
ds Total
Total
reaK hour rrom ua:au rlvl to utxio t ivl
• reaK i or i
Intersecti
05:00 PM
on
Volume
0 86
38 0
1174
0 0
0 7
Percent
0.0 71.
28. 0.0
0.0 0.0
0.0 12
8 0.0
0 23
86 0
317
0 0
0 2
Volume
Peak
Factor
High Int,
05:30 PM
05:00 PM
Volume
0 23
86 0
317
0 0
0 4
Peak
0.92 Factor
6 30
25 7
0 4
566
53. 45.
0.0 0.7
9 4
2 82
59 0
1 142
j 05:00 PM
4 90 78 0 2 170
0.43 0.83
8 2
12 11 22 4 1540 3287
9 80 7
8.4 76. 14. 0.3
6 7
47 30 58 2 408 869
1 0.946
05:30 PM
47 30 58 2 408
0.94 4
Out In Total
® 1174 F16678
0 8361 3381 0
Right Thru Left Peds
'--1
H,n
V
N C -
w J—
.}.
? .Z1
moo' -
-o
w 0
w..
North
cw
500PM
o
S
mc
wa
Z
: PM
10350
G-I
w
v
Tumin Movements
lorr
m
--10
mo
wm�
a
I r r
Left Thru Right Peds
0 257 3051 4
%51 566 1531
Out In Total
BIRCH STREET
P ,)-^
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: BAYVIEW PLACE Irvine, CA. 92614
c-W Direction: BRISTOL STREET SOUTH
(4ruim Printed- Tuminn Mnvementc
Fife Name : H0304042
Site Code : 00000923
Start Date : 04/29/2003
Page No : 1
BAYVIEW PLACE
BRISTOL STREET SOUTH
BAYVIEW PLACE
BRISTOL STREET SOUTH
Southbound
Westbound
Northbound
I
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.,
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.01
1.01 1.0
1.01 1.0
1 1.01
1.0 07:15 AM
0 0
0 0
0 0
0 0
25 0
0 2
102
468
0 0
597
07:30 AM
0 0
0 0
0 0
0 0
22 0
0 1
105
494
0 0
622
07:45 AM
0 0
0 01
0 0
0 0
32 0
0 01
97 562
0 0
691
Total
0 0
0 01
0 0
0 01
79 0
0 31
304
1524
0 0
1910
08:00 AM
0 0
0 0
0 0
0 0
19 0
0 0
103
610
0 0
732
08:15 AM
0 0
0 0
0 0
0 0
14 0
0 0
107
624
0 0
745
08:30 AM
0 0
0 0
0 0
0 0
23 0
0 0
82 685
0 0
790
08:45 AM
0 0
0 0
0 0
0 0
21 0
0 0
56 492
0 0
569
Total
0 0
0 0
0 0
0 0
77 0
0 0
348
2411
0 0
2836
09:00 AM 0 0 0 01 0 0 0 01 25 0 0 01 43 533 0 01 601
BREAK ***
Total 0 0 0 01 0 0 0 0 25 0 0 0 43 533 0 0 601
BREAK ***
11:30 AM 0 0 0 0 0 0 0 0 53 0 0 0 42 47 0 01 532
11:45 AM 0 0 0 0 0 0 0 0 36 0 0 0 44 395 0 0 475
Total 0 0 0 01 0 0 0 01 89 0 0 01 86 832 0 01 1007
12:00 PM 0 0 0 0 0 0 0 0 37 0 0 0 39 386 0 0 462
12:15 PM 0 0 0 0 0 0 0 0 31 0 0 0 37 406 0 0 474
12:30 PM 0 0 0 0 0 0 0 0 28 0 0 0 31 384 0 0 443
12:45 PM 0 0 0 0 0 0 0 0 24 0 0 0 27 386 0 0 437
Total 0 0 0 0 0 0 0 0 120 0 0 0 134 1562 0 0 1816
01:015 PM 0 0 0 0 0 0 0 0 I 14 0 0 0 I 36 393 0 0 443
*** BREAK *"
Total 0 0 0 01 0 0 0 0 43 0 0 01 67 802 0 01 912
*** BREAK ***
03:45 PM 0 0 0 0 0 0 0 26 0 0 0 15 406 0 0 447 0
Total 0 0 0 01 0 0 0 01 71 0 0 01 40 940 0 01 1051
04:00 PM 0 0 0 0 0 0 0 0 79 0 0 01 21 516 0 0 616
04:15 PM 0 0 0 0 0 0 0 0 67 0 0 0 53 470 0 0 590
04:30 PM 0 0 0 0 0 0 0 0 61 0 0 0 38 425 0 0 524
04:45 PM 0 0 0 0 0 0 0 0 54 0 0 0 29 454 0 0 537
Total 0 0 0 0 0 0 0 0 261 0 0 0 141 1865 0 0 2297
05:00 PM 0 0 0 0 0 0 0 0 116 0 0 0 48 514 0 0 678
05:15 PM 0 0 0 0 0 0 0 0 103 0 0 0 43 548 0 0 694
05:30 PM 0 0 0 0 0 0 0 0 94 0 0 2 36 461 0 0 593
05:45 PM 0 0 0 0 0 0 0 0 96 0 0 1 41 423 0 0 561
Total 0 0 0 0 0 0 0 0 409 0 0 3 168 1946 0 01 2526
06:00 PM 0 0 0 0 0 0 0 0 68 0 0 0 29 406 0 0 503
06:15 PM 0 0 0 0 0 0 0 0 79 0 0 0 37 404 0 0 520
Grand Total 0 0 0 0 0 0 0 0 1321 0 0 6 1397 1322 0 0 15949 Apprch % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 99.5 0.0 0.0 0.5 9.6 90.4 0.0 0.0 Total % 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 0.0 0.0 0.01 8.8 82.9 0.0 0.0 P�3
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304042
Site Code : 00000923
Start Date : 04/29/2003
Page No ; 2
BAYVIEW PLACE
BRISTOL STREET SOUTH
BAYVIEW PLACE
BRISTOL STREET SOUTH
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
Left
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App. Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Totalht
u
ds
Total
ht
u
ds
Total ht
u
ds
Total
Total
Peak Hour From U/:lb AM to 09:OU AM
Intersecti
07:45 AM
on
Volume
0 0
0 0 0
Percent
0.0 0.0
0.0 0.0
08:30
0 0
0 0 0
Volume
Peak
Factor
High Int.
7:00*00 AM
Volume
0 0
0 0 0
Peak
Factor
f'eaK 1 of 1
0 0
0 0 0
0.0 0.0
0.0 0.0
0 0
0 0 0
7:00:00 AM
0 0
0 0 0
88 0
0 0
88 10
0.0 0.0
0.0 0.0
23 0
0 0
23 07:45 AM
32 0 0 0 32
0.68 8
38 24
0 0
2870
2958
9 81
13. 86.
0.0 0.0
6 4
82 68
0 0
767
790
0.936
08:30 AM
82 65
0 0
767
0.93 5
BAYVIEW PLACE
Out In Total
0 00
01 0 0 0
Right Thru Left Peds
s �
FN
---
T
?o
N
o
O)c
~
Nath
t0
2 nt
103 7.45:00 AM
o
5 m
co L
29/03 8:30:00 AM
o
0�
o m
Turning Movements
v
jv
4L
a
o
Left Thr Ri ht Peds
0 0 881 0
gas E9 477
Out In Total
BAYWEW PLACE
P. �Ly-
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304042
Site Code : 00000923
Start Date : 04/29/2003
Page No : 3
BAYVIEW PLACE
BRISTOL STREET SOUTH
BAYVIEW PLACE
BRISTOL STREET SOUTH
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left Pe App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App..
Rig
Thr
Left Pe
App.
I
Int.
Time
ht
u
ds Total
ht
u
ds
Total
ht
u
ds
Totalht
u
ds
Total
Total
Peak Hour t-rom 11:JU AM to U1:15 I'M
Intersecti
11:30 AM
on
Volume
0 0
0 0 0
Percent
0.0 0.0
0.0 0.0
11:30
0 0
0 0 0
Volume
Peak
Factor
High Int.
Volume
0 0
0 0 0
Peak
Factor
t'eaK 1 OT 1
0 0 0 0 0
0.0 0.0 0.0 0.0
0 0 0 0 0
0 0 0 0 0
15 0 0 0 157
7 10 0.0 0.0 0.0
0.0 53 0 0 0 53
11:30 AM
53 0 0 0 53
0.74 1
16 16 0 0 1786 1943
2 24
9.1 90. 0.0 0.0
42 43 0 0 479 532
10.913
11:30 AM
42 43 0 0 479
0.93 2
BAYVIEW PLOkCE
Out In Total
0 0 0
01 01 ol 0
Thru Left Peds
Riht
0 North
cn
2. — �
0311:30:00 AM
3 CY
29/0312:15:00 PM
x
o
O
ca
Tumi Movements
c
�a
j�
Left Thru RIM Peds
01 01 1571 0
162 157 319
Out In Total
AYVIEW PLACE
p a4
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304042
Site Code : 00000923
Start Date : 04/29/2003
Page No : 4
BAYVIEW PLACE
BRISTOL STREET SOUTH
BAYVIEW PLACE
BRISTOL STREET SOUTH
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App. Int.
Time
ht
u
ds Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total Tota
I'eaK Hour rrom u3:.5U t M to umin vm
Intersecti
05:00 PM
on
Volume
0 0
0 0 0
Percent
0.0 0.0
0.0 0.0
05:15
0 0
0 0 0
Volume
Peak
Factor
High Int.
Volume
0 0
0 0 0
Peak
Factor
reaK i oT 1
0 0 0 0 0
0.0 0.0 0.0 0.0
0 0 0 0 0
0 0 0 0 0
40 0 0 3 412
9 99. 0.0 0.0 0.7
3 10 0 0 0 103
3 05:00 PM
11 0 0
6 16 19 0 0 2114 2526
8 46
7.9 92. 0.0 0.0
43 54 0 0 591 694
0.910
05:15 PM
0 116 43 54
8 0.88
8 0 0 591
0.89 4
BAYVIEW PLACE
Out In Total
DO 0 i 0
0 01 01 0
Right Thru Left Peds
'+
O
Wo
N
North
2 C
— N
03 5:00:0' PM
0 a
5:45:00 PM
FT
0rT
0 0 %
Turning Movemerrts
o
v
w
a
� o
Cn
Left
Thr RIM Peds
01 01 409 3
186 4T2
Out In Total
BAYVIEW PLACE
P a4
/ �lr '. .
y -
Transportation Studies, Inc. G "
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116 MAR ;File Name : H0303019 '-S Direction: JAMBOREE ROAD Santa Ana, CA. 92705 70R� Site Code : 00001944 -W Direction: BRISTOL STREET (S) Start Date : 03/04/2003 Page No . 1
r-- Pr M-H- Tnminn Adnvamunl c-"-- -
JAMBOREE ROAD
BRISTOL STREET (S)
JAMBOREE ROAD -'
--!,BRISTOL STREET (S)
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left�Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
ant.
TotFactor
1.0 1.0
1.0.0 1.0
1.0 1.0
1.0 1.01
1.01 1.0
1.0 1.01
1.0 j
1.0 1.0
07:15 AM
0 136
0 0
0 0
0 0
3 382
0 5
187
63 151
0 927
07:30 AM
0 157
0 0
0 0
0 0.
8 389
0 2
231
64 225
1 1077
07:45 AM
0 188
0 0
0 0
0 0
9 462
0 0
280
84 278
2 1303
Total
0 481
0 0
0 0
0 0
20 1233
0 7
698
211
654
3 3307
08:00 AM
0 201
0 0
0 0
0 0
11 525
0 2
278
108
307
6 1438
08:15 AM
0 143
0 0
0 0
' 0
0 13
481
0 0
251
95 368
1 1352
08:30 AM
0 150
0 0
0 0
0 0
10 474
0 1
252
101
327
5 1320
08:45 AM
0 137
0 0
0 0
0 0
16 439
0 0
236
93 300
0 1221
Total
0 631
0 0
0 0
0 0
50 1919
0 3
1017
397
1302
12 5331
09:00 AM
0 139
0 01
0 0
0 01
13 466
0 01
319
85 268
1 1
1291
*"* BREAK ***
Total
0 139
0 01
0 0
0 01
13 466
0 01
319
85 268
1 1
1291
**" BREAK ***
11:30 AM
0 144
0 0
0 0
0 0
20 341
0 0
187
92 194
0 978
11:45 AM
0 149
0 0
0 0
0 0
21 351
0 0
193
97 223
0�
1034
Total
0 293
0 0
0 0
0 0
41 692
0 0
380
189
417
0 2012
12:00 PM
0 132
0 0
0 0
0 0
13 351
0 0
208
94 210
1 1009
12:15 PM
0 158
0 0
0 0
0 0
16 398
0 2
215
81 221
0 1091
12:30 PM
0 166
0 0
0 0
0 0
15 391
0 0
213
91 222
0 1098
12:45 PM
0 152
0 0
0 0
0 01
19 404
0 0
225
87 219
0 1106
Total
0 608
0 0
0 0
0 01
63 1544
0 2
861
353
872
1 4304
01:015
202
95 193
1044
01:PM
0 144
0 0
0 0
0 0 I
17 368
0 0 I
209
84 191
0 I
1013
** BREAK *+*
Total
0 300 .
_
0 01
0 0
0 01
32 750
0 1 1
411
179
384
0 1
2057
**" BREAK ***
�
03 45 PM
0 174
0 0
0 0
0 .
0 18
434
0 0
260
108
144
1 1139
Total 0 340 0 01 0 0 0 01 40 866 0 01 514 228 269 21 2259 04:00 PM 0 153 0 0 0 0 0 0 17 451 0- 0 220 130 147 0 1118 04:15 PM 0 178 0 0 0 0 0 0 33 491 0 0 243 153 182 2 1282 04:30 PM 0 174 0 0 0 0 0 0 19 453 0 0 202 149 163 2 1162 04:45 PM 0 213 0 0 0 0 0 0 24 527 0 0 263 156 189 2 1374 Total 0 718 0 0 0 0 0 0 93 1922 0 01 928 588 681 6 4936 05:00 PM 0 200 0 0 0 0 0 0 22 391 0 0 204 180 193 i 1191 05:15 PM 0 308 0 0 0 0 0 0 38 522 0 1 235 236 331 5 1676 05:30 PM 0 297 0 0 0 0 0 0 30 475 0 0 230 227 246 0 1505 05:45 PM 0 269 0 0 0 0 0 0 31 456 0 0 211 202 234 1 1404 Total 0 1074 0 0 0 0 0 0 121 1844 0 1 880 845 1004 7 5776 06:00 PM 0 237 0 0 0 0 0 0 26 404 0 1 200 188 227 0 1283 06:15 PM 0 233 0 0 0 0 0 0 23 379 0 0 198 184 222 0 1239 Grand Total 0 5054 0 0 0 0 0 0 522 12011 0 15 6406 3447 6300 32 33795 Apprch % 0.0 100. 0.0 0.0 0.0 0.0 0.0 0.0 4.2 95.7 OD 0.1 39.6 21.3 38.9 0.2 Total % 0.0 15.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 35.6 0.0 0.0 19.0 10.2 18.6 0.1 f7 �%
JAMBOREE ROAD
Southbound
Start
Rig
Thr
Left
Pe
App.
Time
ht
u
ds
Total
Peak Hour
From
07:15 AM to 09:00 AM
Intersecti
07:45 AM
on
Volume
0 62 0 0
682
Percent
0.0 1 0 0.0 0.0
08:00
0 20 0 0
201
Volume
1 Peak
Factor
High Int.
08:00 AM
Volume
0 20 0 0
201
Peak
0.84 Factor
8 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
BRISTOL STREET (S)
Westbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
Peak
1 of 1
0 0 0
0 0
0.0 0.0 0.0
0.0 0
0 0
0 0
7:00:00 AM
0 0 0
0 0
JAMBOREE ROAD
Northbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
43 19
0 3
198
42 8
2.2 97.
0.0 0.2
11 55
0 2
538
08:00 AM
11 55
0 2
538
0.92 4
File Name : H0303019
Site Code : 00001944
Start Date : 03/04/2003
Page No :3
BRISTOL STREET (S)
Eastbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
10 38
12 14
274
61 8
80 3
38. 14.
46. 0.5
7 1
7 27
10 30
6 699
8 8
7 08:15 AM
25 95
366
1 715
JAMBOREE ROAD
Out
r
L 3222
Right Thru Lgft Pods
_N O
END J�
T
�• .Z)
o,
w
c
North
1 O
N
_
14103 7:45:00 AM
en
m
r
y
r�-•-�
R b
/4l03 8:30:00 AM
�11U[njnn
�=
A
m
K
d
a
Movements
N
+1 T r
® 9 8
Out In Total
P"
0.95 9
Int.
541
3 143
8 0.941
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303019
Site Cade : 00001944
Start Date : 03/04/2003
Page No :4
JAMBOREE ROAD
BRISTOL STREET (S)
JAMBOREE ROAD
BRISTOL STREET (S)
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig Thr
Pe
App.
Int.
Time
ht
u
Left
ds
Tota
ht
u
Left
ds
Total
ht
u
Left
ds
Total
ht u
Left
ds
Total
Total
Peak Hour I-rom 11:,JU AM to U1:15 t'M
Intersecti
12:15 PM
on
Volume
0 62
0 0
632
Percent
0.0 1 0
0.0 0.0
12:45
0 15
0 0
152
Volume
2 Peak
Factor
High Int.
12:30 PM
Volume
0 16
0 0
166I
Peak
0.95 Factor
2 PeaK 1 OT 1
0 0 0
0 0
0.0 0.0 0.0
0.0 0 0 0
0 0
0 0 0
0 0
65 15 0 3 164
75 3
4.0 95. 0.0 0.2
19 44 0 0 423
12:45 PM
19 44 0 0 423I
0.97 1
85 35
85 206
0 5
4 5
4 41.
17. 41.
0.0 4
2 4
25 211
87 0
531
12:45 PM
25 87 211 0 531
0.97 2
JAMBOREE ROAD
Out n Total
Right Tr Loft Peds
h
J
r
-L-2
�
m
H
w
� c
—1
North
�
/--2
U)
0 :15:00 PM
1:00:00 PM
mp/4/03
�
m
(L
i
j
d
a
ran
+i Y ►4
® E]eE 0
out In Total
P a�
433
9 110
6 0.981
Start
Rig
Thr j
Left
Pe
App.
Time
ht
u I
ds
Total
leak Hour From
03:30
PM to 06:15
PM
Intersecti
05:15
PM
on
Volume
0 11
0 0
111
11 Percent
0.0 1 00
0.0 0.0
05:15
0 30
0 0
308
Volume
8 Peak
Factor
High Int.
05:15 PM
Volume
0 308
0 0
308
Peak
0.90 Factor
2 Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
Rig
Thr
Left
Pe
I
App.
ht
u
ds
Total
Peak l of l
0 0 0
0 0
0.0 0.0 0.0
0.0 0
0 0
0 0
0 0 0 0 0
Rig
ht
File Name : H0303019
Site Code : 00001944
Start Date : 03/04/2003
Page No :5
Ir Pe App. Rig Thr Pe F
u Left ds Total ht u Left dsIT
12 18
0 2
198
5 57
4 6.3
93. 0.0
0.1 38
52 0
1 561
05:15 PM
38 52
0 1
561
0.88 4
87 85
10 277
6 6
3 38
3 31.
30. 37.
0,2
6 8
4 23
23 33
5 807
5 6
1 05:15 PM
25 233 3i 5 807i
0.85 9
ROAD
OuJtAMBOREE
tal
2895� 40061
Right Tr T Peds
N h
J
I
S
m
H
w
c
�
North
�
f--�
Cn �
o
_
y
14/03 5:15:00 PM
v!
�
/4/03 6:00:00 PM
r^
m
m�
a
Tunning Movements
n
I�L,
�in
+, T r
® 7116 41 3971
Out In Total
,AMRORFF ROAD
P 3�
586
8 167
6 0.875
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: IRVINE AVENUE Irvine, CA.92614
-W Direction: BRISTOL STREET (N)
r-'-- PHMM- T-i- Rd--te
File Name : H0304028
Site Code : 00000975
Start Date : 05/08/2003
Page No : 1
IRVINE AVENUE
BRISTOL STREET (N)
IRVINE AVENUE
BRISTOL STREET (N)
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
i
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0 1
1.01 1.0
1.0 1 1.01
1.0 1.0
1.0 1.01
1.0 1.0
07:15 AM
26 41
0 0
44 140
27 0
0 304
90 0
0 0
0 0
672
07:30 AM
49 58
0 0
46 241
47 0
0 355
118
1 0
0 0
0 915
07:45 AM
51 64
0 0
1 51
303
47 0
0 465
146
1 0
0 0
0 1128
Total
126
163
0 0
1 141
684
121
0 0
1124
354
2 0
0 0
0 2715
08:00 AM
60 75
0 0
50 268
41 0
0 436
134
0 0
0 0
0 1064
08:15 AM
61 80
0 0
60 275
73 0
0 414
121
0 0
0 0
0 1084
08:30 AM
62 66
0 0
45 268
50 0
0 561
112
0 0
0 0
0 1164
08:45 AM
81 62
0 1
45 234
68 0
0 363
116
0 0
0 0
0 970
Total
264
283
0 1
200
1045
232
0 0
1774
483
0 0
0 0
0 4282
09:00 AM
76 73
0 0 �
36 220
65 01
0 327
102
01 0
0 0
01 899
*"* BREAK ***
Total
76 73
0 01
36 220
65 01
0 327
102
01 0
0 0
0 899
*** BREAK ***
11:45 AM
133
128
0 0
27 336
68 0
0 202
137
0 0
0 0
01 1031
Total
250
231
0 01
49 651
141
1 0
362
279
01 0
0 0
01 1964
12:00 PM
152
116
0 0
38 458
86 0
0 207
151
1 0
0 0
0 1209
12:15 PM
140
122
0 0
28 379
69 0
0 209
136
0 0
0 0
0 1083
12:30 PM
127
119
0 0
35 360
98 0
0 246
145
2 0
0 0
0 1132
12:45 PM
122
133
0 0
45 319
57 0
0 259
136
2 0
0 0
0 1073
Total
541
490
0 0
146
1516
310
0 0
921
563
5 0
0 0
0 4497
01:00 PM
141
94 0
0 49
344
69 01
0 250
137
1 0
0 0
0 1085
01:15 PM
128
128
0 0
36 279
65 0
0 288
135
0 0
0 0
0 1059
*** BREAK ***
Total
269
222
0 01
85 623
134
0 0
538
272
1 0
0 0
0-T
2144
*"* BREAK ***
03:30 PM
187
74 0
0 20
351
64 0
0 94
144
1 0
0 0
0 935
03:45 PM
154
93 0
0 39
362
65 0
0 89
89 0
0 0
0 0
891
Total
341
167
0 0
59 713
129
01 0
183
233
1 0
0 0
01 1826
04:00 PM
227
86 0
0 33
413
59 3
0 68
141
0 0
0 0
1 1031
04:15 PM
200
118
0 2
39 428
45 0
0 40
130
0 0
0 0
0 1002
04:30 PM
246
132
0 0
36 514
63 0
0 65
132
0 0
0 0
0 1188
04:45 PM
242
175
0 0
46 551
95 0
0 87
93 0
0 0
0 0
1289
Total
915
511
0 2
154
1906
262
3 0
260
496
0 0
0 0
1 4510
05:00 PM
278
201
0 0
37 601
91 0
0 119
173
2 0
0 0
0 1502
05:15 PM
272
218
0 0
30 625
79 0
0 84
137
1 0
0 0
0 1446
05:30 PM
286
207
0 0
29 604
94 0
0 103
143
0 0
0 0
0 1466
05:45 PM
263
206
0 0
32 544
77 0
0 101
112
0 0
0 0
0 1335
Total
1099
832
0 0
128
2374
341
0 0
407
565
3 0
0 0
0 5749
06:00 PM
242
223
0 0
21 455
105
0 0
106
108
1 0
0 0
0 1261
06:15 PM
210
197
0 0
24 359
58 0
0 74
121
0 0
0 0
0 1043
Grand Total
4333
3392
0 3
1043
10544
1898
4 0
6076
3581
13 0
0 0
1 30890
Apprch %
56.1 43.9
0.0 0.0
7.7 78.2
14.1 0.0
0.0 62.8
37.0 0.1
0.0 0.0
0.0 1000.
Total %
14.0 11.0
0.0 0.0
3.4 34.1
6.1 0.0
0.0 19.7
11.6 0.0
0.0 0.0
0.0 0.0
? 31
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304028
Site Code : 00000975
Start Date : 05/08/2003
Page No : 2
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.I
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total I
ht
u
I
ds
Total
I ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour
From 07:15
AM to 09:00 AM •
Peak
1 of 1
Intersectii
07:45 AM
Volume
23 28
0 0
519
20 11
21 0
1531
0 18
51 1
2390,
0 0
0 0
0 4440
4 5
6 14
1 76
3 Percent
45. 54.
0.0 0.0
13. 72.
13. 0.0
0.0 78.
21. 0.0
0.0 0.0
0.0 0.0
1 9
5 8
8 5
5 08:30
62 66
0 0
128
45 26
50 0
363
0 56
11 0
673
0 0
0 0
0 1164
Volume
8 1
2 Peak
0.954
Factor
I
High Int.
08:15 AM
08:15 AM
08:30 AM
17:00:00 AM
Volume
61 80
0 0
141
60 25
73 0
408
0 56
12 0
673
Peak
0.92 0.93
0.88 Factor
0 8
8 IRVINE AVENUE
Out In Total
2082 1 519 1 2601
2341 285 0 0
R' M Thru Left Peds
i
S� J I � O C
W
0 North
c 2- 12
o /03 7:45.00 AM w 5
L 8/03 8:30:00 AM N
Turning Movements
0 O y
O
N �N
I
4� r
Left Thru R' M Peds
513F 18761 01 1
496 2390
Out In Total
IRVINE AVENUE
f 3;L
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304028
Site Code : 00000975
Start Date : 05/08/2003
Page No : 3
IRVINE AVENUE
BRISTOL STREET (N)
IRVINE AVENUE BRISTOL STREET (N)
Southbound
Westbound
Northbound Eastbound
Start
Rig
Thr
Pe
Left
App.
Rig Thr
Left
Pe
App. Rig
Thr
Left
Pe
App.
Rig
Thr
Pe
Left
App.
Int.
Time
ht
u
ds
Total
ht u
ds
Total ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 11:JU AM to U1:15 I'M
Intersecti
12:00 PM
on
Volume
54 499
0 0
1031
Percent
52.47. 0.0
0.0 12:00
15 11
0 0
268
Volume
2 6
Peak
Factor
High Int.
12:00 PM
Volume
12 16
0 0
268
Peak
0.96 Factor
2 F'eali 1 OT 1
14 15
31 0 1972
6 16
0 7.4
76. 15. 0.0
9 7
38 455
86 0 582
12:00 PM
38 455 86 0 582
0.84 7
0 9i
566
5 1494
0.0 61.
38. 0.3
6 0
0 20
11 1
359
12:45 PM
0 255
133
2 397
0.94 1
0 0 0 0 0 4497
0.0 0.0 0.0 0.0
0 0 0 0 0 1209
0.930
IRVINE AVENUE
Out In Total
1067 1031
541 4901 0 0
Right Thru Left Peds
(0 N
H N
J
T
-��
0 North
o
12�
moo►
00 12PM /30120
m
;3
o y
.0
20PM
�o
Ns
o
ON
o�
Turninq Movements
{
m
K
�m
o
Nrr
T r
Left Thru Ri ht Peds
568 921 0 5
800 14L
Out In Total
IRVINE AVENUE
p33
Transportation Studies, Inc
1350 Reynolds Avenue
Suite 115
File Name : H0304028
Irvine, CA.
92614
Site Code
: 00000975
Start Date
: 05/08/2003
Page No
: 4
BRISTOL STREET (N)
IRVINE AVENUE
BRISTOL STREET (N)
IRVINE AVENUE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour
From 03:30 PM to 06:15
PM •
Peak 1 of 1
Intersects
05:00 PM
on
Volume
10 83 0 0
1931�
12 23
34 0
2843
0 40
56 3
975
0 0 0 0
0 5749
99 2
8 74
1 7
5 Percent
56. 43.
0.0 0.0
4.5 83.
12. 0.0
0.0 41.
57. 0.3
0.0 0.0 0.0 0.0
9 1
5 0
7 9
05:00
27 20 0 0
479
37 60
91 0
729
0 11
17 2
294
0 0 0 0
0 1502
Volume
8 1
1 9
3 Peak
Factor
I
10.957
High Int.
05:30 PM
05:15
PM
05:00 PM
Volume
26 20 0 0
493
30 65
79 0
734
0 111
13 2
294
Peak
0.97 0.96
0.82 Factor
9 8
9 IRVINE AVENUE
Out In Total
0 1931 2466
1099 832 01 0
Right Thru Left Peds
tf 1 7.
^�
O
0 North
o
o
J2-1
�---� C4
c
F
o
1'03 5:00:00 PM
c "r
A
m
'Lrn
1 8103 5:45:00 PM
r
�Mrr
w
m
oh
30 Lo°
Tumin Movements
°
�°
a
' T r
Lett Thru Right Peds
5651 4071 01 3
1173 975 2148
Out In Total
IRVINE AVEN E
P3Y-
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
-S Direction: BIRCH STREET Irvine, CA. 92614
=-W Direction: BRISTOL STREET (N)
r-ins Prinfwi_ Ti iminn MnvPm PntC
File Name : H0304035
Site Code : 00000919
Start Date : 05/01/2003
Page No :1
BIRCH STREET
BRISTOL STREET (N)
BIRCH STREET
BRISTOL STREET (N)
Southbound
Westbound
Northbound
Eastbound
Start Time Right
Thru
Left Peds
Right
Thru
Left
Peds
Right
Thru !
Left
Peds
Right
Thru
Left
Peds
Total
Factor 1.0
1.0 1.0
1.0 1.0
1.0 1.01
1.0 1.01
1.01 1.0
1.0 1.01
1.01 1.0
07:15 AM 12
21 0
0 31
224
70 1
0 130
20 0
0 0
0 2
511
07:30 AM 21
25 0
0 43
283
66 1
0 196
8 0
0 0
0 7
650
07:45 AM 22
22 0
01 49
364
119
3 0
283
25 01
0 0
0 2
889
Total 55
68 0
0 ! 123
871
255
5 ! 0
609
53 01
0 0
0 11
1 2050
08:330 AM 31 36 0 0 75 3433 128 0' 0 232 29 0 0 0 0 1 I 875 09:00 AM 40 48 0 01 77 301 107 1 0 206 38 0 0 0 0 01 818 *** BREAK ***
Total 40 48 0 01 77 301 107 1 0 206 38 01 0 0 0 01 818
*** BREAK ***
11:30 AM 110 80 0 0 48 297 101 2 0 84 27 0 0 0 0 2 751
11:45 AM 130 81 0 0 50 340 113 1 0 131 45 0 0 0 0 0 891 Total 240 161 0 01 98 637 214 31 0 215 72 01 0 0 0 21 1642 12:00 PM 179 128 0 0 38 372 179 0 0 119 50 0 0 0 0 1 1066 12:15 PM 140 102 0 2 68 313 132 4 . 0 142 52 0 0 0 0 2 957 12:30 PM 140 100 0 0 53 356 150 0 0 151 40 0 0 0 0 4 994 12:45 PM 113 92 0 1 49 333 156 4 0 180 50 0 0 0 0 5 983 Total 572 422 0 31 208 1374 617 81 0 592 192 0 0 0 0 12 4000 05 01:115 PM 106 107 90 0 0 I 56 300 131 2 I 0 1822 46 0 I 0 0 0 4 I 1917 *** BREAK *�*_
Total 216 197 0 1 109 632 263 41 0 392 101 01 0 0 0 71! 1922 *** BREAK "
03:30 PM 116 76 0 1 33 276 73 1 0 89 24 0 0 0 0 1 690
03:45 PM 107 61 0 0 28 330 78 1 0 84 28 0 0 0 0 01 717
Total 223 137 0 1 61 606 151 21 0 173 52 01 0 0 0 1 1407 04:00 PM 142 72 0 2 32 341 98 2 0 82 30 0 0 0 0 3 804
04:15 PM 115 116 0 1 36 316 95 0 0 86 40 0 0 0 0 1 806
04:30 PM 170 112 0 0 28 362 118 1 0 86 33 1 0 0 0 1 912 04:45 PM 143 110 0 0 30 397 113 0 0 76 23 01 0 0 0 1 893 Total 570 410 0 3 126 1416 424 3 0 330 126 1 0 0 0 6 3415 05:00 PM 276 174 0 0 27 438 122 2 0 86 40 0 0 0 0 1 1166 05:15 PM 234 158 0 0 35 501 144 0 0 85 40 0 0 0 0 2 1199 05:30 PM 228 140 0 2 38 551 157 1 0 78 32 0 0 0 0 0 1227 05:45 PM 220 143 0 0 36 400 121 1 0 86 27 0 0 0 0 0 1034 Total 958 615 0 21 136 1890 544 4 0 335 139 0 0 0 0 3 4626 06:00 PM 165 119 0 0 15 373 152 2 0 69 34 0 0 0 0 0 929 06:15 PM 143 82 0 0 16 321 94 0 0 50 45 0 0 0 0 0 751
Grand Total 3317 2424 0 12 1274 9812 3274 32 0 3988 972 1 0 0 0 58 25164 Apprch % 57.7 42.1 0.0 0.2 8.9 68.2 22.7 0.2 0.0 80.4 19.6 0.0 0.0 0.0 0.0 100. 01 Total % 13.2 9.6 0.0 0.0 5.1 39.0 13.0 0.1 0.0 15.8 3.9 0.0 0.0 0.0 0.0 0.21 PO
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name
: H0304035
Site Code
: 00000919
Start Date
: 05/01/2003
Page No
: 2
BIRCH STREET
BRISTOL STREET (N)
BIRCH STREET
BRISTOL STREET (N)
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig Thr
Left
Pe App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht u
ds Total
ht
u
ds
Total
Total
reaK Hour t-rom V/:15 AM to U'e:UV AM -
Intersecti
07:45 AM
on
Volume
12 13
0 2
261
Percent
46. 525
0.0 0.8
08:00
35 29
0 0
64 Volume
Peak
Factor
High Int.
08:15 AM
Volume
34 50
0 2
86 Peak
0.75 Factor
9 rears 1 oT t
28 14
46 3 2200
4 50
3 12.
65. 21•
0.1 9
9 0
80 40
1�1
0 599
08:00 AM
80 40 111 0 599
0.91 8
0 80 12 0 1192
0.0 90. 9.4 0.0
0 29 30 0 309
08:15 AM
0 26 28 0 314
0.94 9
0 0
0 15
15 3668
0.0 0.0
0.0 10
0.0 0 0
0 7
7 979
0.937
08:00 AM
0 0
0 7
7 0.53
6 Out In Total
1364 261 I 1625
1221 137 0 2
Right Thnr Left Peds
m
6 0J
o
m'
A
0 North
_O
�
2 t �
4—.= a
c'
~
1103 7:45:00 AM
c o
o
N
rn
1103 8:30:00 AM
a
m
o
FT
o
N m
Turning Movements
w
v
N
o—
a
ww
a
Left Thru Right Peds
112 10B0 ol 01
® 1192 1792
out In Total
BIRCH STREET
P 36
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304035
Site Code : 00000919
Start Date : 05/01/2003
Page No :3
BIRCH STREET
BRISTOL STREET (N)
BIRCH STREET
BRISTOL STREET (N)
Southbound
Westbound
Northbound I
Eastbound
Start
Rig Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig i Thr
Left
Pe
App.
Int.
Time
ht u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht u
ds
Total
Total
reaK mour prom 11:.SU AM to U1:10 I'IVI
Intersecti
12:00 PM
on
Volume
52 42
0 3
997
Percent
57. 42.
0.0 0.3
4 12:00
17 12
0 0
307
Volume
9 8
Peak
Factor
High Int.
12:00 PM
Volume
177 122
0 0
307
Peak
0.81 Factor
2 reaK 1 oT 1
20 13
61 8 2207
8 74
7 62.
28. 9.4
0.4 3
0 32
177
38 0 589
12:00 PM
38 32 177 0 589
0.93 7
59 19
0 0
784
2 2
75. 24.
0.0 0.0
5 5
111
0 50
0 169
12:45 PM
0 188 50 0 230
0.85 2
0 0
0 12
12 4000
0.0 0.0
0.0 10
0.0 0 0
0 1
1 1066
0.938
12:45 PM
0 0
0 5
5 0.60
0 Out In Total
600 997 1 1797
61 422 0 3
Right Thru Left Peds
O
F-_ N J IS— lul C
ji 0
North _ o
N t Co
C ~ 2 A N
1/03 12:00:00 PM N
m o 1/03 12:45:00 PMrr
r T
x
5 Turning Movements -a
33 OR �a
Left Thru Right Peds
192 592 01 0
1039 784 1823
Out In Total
BIRCH STREET
Q 97
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304035
Site Code : 00000919
Start Date : 05/01/2003
Page No : 4
BIRCH STREET
BRISTOL STREET (N)
BIRCH STREET
BRISTOL STREET (N)
Southbound
Westbound
Northbound
Eastbound
Start
Rig: Thr
I
Left
Pe
App.
Rig
Thr
Left
Pe ! App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht u
ds
Total
ht
u
ds Total
ht
u
ds
Total
ht
u
ds
Total
Total
reaK hour from vs:sv vivl io Vb:io vivl
Intersecti
05:00 PM
on
Volume
985 65
0 2
1575
Percent
60.39. 0.0
0.1 05:30
22 14
0 2
370
Volume
8 0
Peak
Factor
High Int.
05:00 PM
Volume
27 14
0 0
450
Peak
0.87 Factor
5 reaK 1 01 1
13 18
54 4 2574
6 90
4 73.
21. 5.3
0.2 4
1 51
15 38
1 747
05:30 PM
38 51 15 1 747
0.86 1
35 133
0 0
474
70. 29.
0.0 0.0
7 3
0 78
32 0
110
05:00 PM
0 86 40 0 126
0.94 0
0 0
0 3
3 4626
0.0 0.0
0.0 10
0.0 0 0
0 0
011227
0.943
05:15 PM
0 0
0 2
2 0.37
5 EIIRCH STREET
Out In Total
471 1575 2046
956 6151 01 2
Right Thru Left Peds
L+
o���,
o North u
n c—� —
c lu�
o -- 1103 5:00:00 PM c a
1/035:45:OOPM �M a a
�a
rT
oN H Turning Mm oveents N
a nA Am
I� I
Left Thru RIM Peds
1391 3351 01 0
1159 474 61-33
out In Total
BIRCH STREET
�3d
Transportation Studies, Inc
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ana, CA. 92705
c-W Direction: BRISTOL STREET (NORTH
(:rniinc Prin+=H. Ti-ina 1xAn%iPm Pntc
File Name : H0303016
Site Code : 00001883
Start Date : 03/06/2003
Page No : 1
JAMBOREE ROAD
SR--73 NB ON RAMP
JAMBOREE ROAD
BRISTOL STREET -NORTH
Southbound
Westbound
Northbound
Eastbound
Start Time
I Right I Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Total
Factorl
1.0 1.0
1.0 1.0
1.0 1.0
1.01 1.0
1.0 1.0
1.0 1.0
1.0 1.01
1.01 1.0 I
_
07:15 AM
67 129
0 0
0 0
0 0
147
245
127
0 0
0 0
01 715
07:30 AM
67 123
0 0
0 0
0 0
180
290
155
0 0
0 0
0 815
07:45 AM
78 169
0 0
0 0
0 0
142
344
206
. 0
0 0
0 1
940
Total
212 421
0 01
0 0
0 0
469
879
488
01 0
0 0
1;
2470
08:00 AM
102 197
0 0
0 0
0 0
161
400
253
0 0
0 0
6 i
1119
08:15 AM
94 134
0 0
0 0
0 0
164
441
262
0 0
0 0
1 i
1096
08:30 AM
119 143
0 0
0 0
0 0
117
424
236
0 0
0 0
1 1040
08:45 AM
99 188
0 0
0 0
0 0
132
403
241
0 0
0 0
3 1066
Total
414 662
0 0
0 0
0 0
574
1666
992
0 0
0 -0
11 4321
09:00 AM
99 134
0 01
0 0
0 01
110
381
214
01 0
0 0
3;
941
*** BREAK***
_
Total
99 134
0 01
0 0
0 05T
110
381
214
01 0
0 0
3!
941
*** BREAK ***
11:30 AM
110
132
0 01
0 0
0 0
149
212
180
0 0
0 0
0 783
11:45 AM
136
163
0 0
0 0
0 0
162
249
195
0 0
0 0
2 907
Total
246
295
0 01
0 0
0 0
311
461
375
01 0
0 0
2:
1690
- 12:00 PM
150
156
0 0
0 0
0 0
131
214
195
0 0
0 0
0 846
12:15 PM
188
150
0 0
0 0
0 0
163
260
252
0 0
0 0
12 i
1025
12:30 PM
146
171
0 0
0 0
0 0
118
285
242
0 0
0 0
1!
963
_ 12:45 PM
139
164
0 0
0 0
0 0
136
252
229
0 0
0 0
0 920
Total
623
641
0 0
0 0
0 0
548
l0i
918
0 0
0 0
13 3754
01:00 PM
133
160
0 0
0 0
0 0
130
267
216
0 0
0 0
1 i
907
01:15 PM
142
151
0 0
0 0
0 0
111
247
213
0 0
0 0
0 864
*** BREAK ***
Total
275
311
0 01
0 0
01 241
514
429
01 0
0 0
1 i
1771
*** BREAK ***
03:30 PM 91 178 0 0 0 0 0 01 165 243 187 0 0 0 0 01 864 03:45 PM 106 184 0 0 0 0 0. 0 161 228 194 0 0 0 0 31 876 Total 19.7 362 0 01 0 0 0 01 326 471 381 01 0 0 0 3i 1740 04:00 PM 115 163 0 0 0 0 0 0 197 301 177 0 0 0 0 1 954
04:15 PM 122 160 0 0 0 0 0 0 138 278 198 0 0 0 0 4 900
04:30 PM 132 162 0 0 0 0 0 0 175 288 181 0 0 0 0 4 i 942 04:45 PM 145 212 0 0 0 0 0 0 174 270 193 0 0 0 0 4 i998_ Total 514 697 0 0 0 0 0 0 684 11� 749 0 0 0 0 13 ! 3794 05:00 PM 187 243 0 0 0 0 0 0 212 317 189 0 0 0 0 4 1152 05:15 PM 190 270 0 0 0 0 0 0 171 322 216 0 0 0 0 3 1172 05:30 PM 204 298 0 0 0 0 0 0 177 341 207 0 0 0 0 0 1227 05:45 PM 200 291 0 0 0 0 0 0 164 355 197 0 0 0 0 0 1 1207 Total 781 112 0 0 0 .0 0 0 724 135 809 0 0 0 0 71 4758
06:00 PM 191 240 0 0 0 0 0 0 156 287 178 0 i 0 0 0 0 1052 06:15 PM 183 219 .0 0 0 0 0 0 147 281 173 0 0 0 0 2 j 1005 Grand Total 3735 5084 0 0 0 0 0 0 4290 8425 5706 0 0 0 0 56 i 27296 Apprch % 42.4 57.6 0.0 0.0 0.0 0.0 0.0 0.0 23.3 45.7 31.0 0.0 0.0 0.0 0.0 1000 Total % 13.7 18.6 0.0 0.01 0.0 0.0 0.0 0.0 1 15.7 30.9 20.9 0.01 0.0 0.0 0.0 0.2 P37
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
JAMBOREE ROAD
Southbound
SR--73 NB ON RAMP
Westbound
_
Start
Rig Thr
Pe
App.
Rig
Thr
Pe
App.
Time I
ht ; u
Left
ds
Total
ht
u
Left
ds
Total
_
Peak Hour From 07:15 AM to 09:00 AM
- Peak i of 1
Intersecti
08:00 AM
on
Volume
414 62 0 0
107
0 0 0
0 0
Percent
38. 5 61.
0.0 0.0
0.0 0.0 0.0
0.0 08:00
10 19 0 0
299
0 0 0
0 0
Volume
2 7
Peak
Factor
High Int,
08:00 AM
7:00:00 AM
Volume
12 19 0 0
299
0 0 0
0 0
Peak
0.90 Factor
0 File Name : H0303016
Site Code : 00001883
Start Date : 03/06/2003
Page No :2
OREE ROAD
BRISTOL STREET -NORTH
Eastbound _
RigLeft
jNorthbound
Pe
App.
Rig I Thr
j
PeiInt.
ht
ds
Total
ht u
ds Total ! Total
57 16
99 0
323
0 0 0
11 11. 432
4 68
2 4
1 17.
51. 30.
0.0 0.0 0.0 0.0
10 7
6 7
0.0 16
400
23 0
814
0 0 0
6 61 1111
0.965
08:15 AM
011:00 AM
16 44
26 0
867
0 0 0
6 6
4 1
2 0.93
0.45 31
81 Out In Total
ig ru e e s
L+
�J i
to rj
North11
c 2
2 _
/6/03 8:45:00 AM
Er
Turning Movements
01RE
CDN
�
m
Ch
Left Thru Right Peds
;[77;nTotaI
JAMBOREE ROAD
P Vo
Transportation Studies, Inc
1820 E. Garry Avenue
Suite 116
File Name : H0303016
Santa Ana, CA. 92705
Site Code : 00001883
Start Date : 03/06/2003
Page No : 3
BRISTOL STREET -NORTH
JAMBOREE ROAD
SR--73
NB ON RAMP
JAMBOREE ROAD
Southbound
Westbound
Northbound
Eastbound
Start I
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
I
Pe App. , Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds Total ;Total .
Peak Hour From
11:30 AM to 01:15
PM -
Peak 1 of
1 Intersecti
12:15
PM
on
Volume
60 64
0 0
1251
0 0
0 0
0 54
10 93
0 255
0 0
381
0 14 14.
6 5
1 7
64 9
0 5
Percent
48. 51. 0.0 0.0
0.0 0.0
0.0 0.0
21. 41.
36. 0.0
0.0 0.0
0.0 10
0.0 12:15
18 15 0 0
338
0 0
0 0
0 16
26 25
0 675 !
0 0
0 12 12 I 102
Volume
8 0
3. 0
2 5
Peak
10.930
Factor
High Int.
12:15 PM
12:15 PM
12:15 PM
Volume
18 10 0 0
338
0 0
0 0
0 25
0 675
0 0
0 12 12
13 20
22 Peak
0.92 0.94
0.29 Factor
5 4
2 Out In Total
ru e e s
4_1 4
H �J Le o
North I L�
' c 2—> ~2
Zu
�Turnlng
6103 i:0L5 �01t0UUP1MjM
Movements
O
0 m f9 m_
N
Left Thru Right Peds
�uiJ i"qo ar
JAMBOREE ROAD
P �_/
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
File Name : H0303016
Santa Ana,
CA. 92705
Site Code : 00001883
Start Date : 03/06/2003
Page No : 4
JAMBOREE ROAD
SR--73
NB ON RAMP
JAMBOREE ROAD
BRISTOL
STREET -NORTH
Southbound
Westbound
Northbound
Eastbound
Start Rig
Thr!' Left
Pe
App.
Rig
Thr 'Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
_
Left ; Pei App. � Int ,
Time
ht
u i
ds
Total
ht
u
ds
Total
ht
u
cis
I Total
ht
ui
ds ! Total Total .
Peak Hour
From
03:30 PM to 06:15
PM
- Peak
1 of 1
Intersecti
05:00 PM
on
Volume
78 11 0 0
188
0 0 0
0 0
72 13
80 0
286'
0 0
0 7 7 475
1 02
3 4
35 9
8 8
Percent
41. 58.
0.0 0.0
0.0 0.0 0.0
0.0 25.
46. 2
0.0 0.0
0.0 0.0
5 5 5
2 5
2 2
�
0.0 0
05:30
20 29 0 0
502,
0 0 0
0 0
17 34
20 0
725
0 0
0 0 0 122
Volume
4 8
7 1
7 i
7 Peak
0.969
Factor
High Int.
05:30 PM
05:30 PM
105:00
PM
Volume
24 28 0 0
502
0 0 0
0 0
17 34
270
0 725
0 0
0 4 4
Peak
0.93 0.98
0.43 Factor
8 9
8 Out In Total
Right ru Left P_1s
m�
o C�riJ
~
d —j
`
North
—0
o
c
2�
2 c
0 irn
16,03 5:45:00 PM
m
o
O
y
Turning Movements
�
-a
0 Nsj
N
N
Y
Left Thru Right Peds
BUT-' n 12 aY
JAMBOREE ROAD
P �a
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name : H0303090
N-S Direction:
BALBOA / SUPERIOR
Irvine, CA. 92614
Site Code : 00000921
E-W Direction:
PACIFIC
COAST HIGHWAY
Start Date : 04/02/2003
Page No : 1
Groups Printed- Tur ing
Movements
SUPERIOR
AVENUE
PACIFIC COAST HIGHWAY
BALBOA BOULEVARD
PACIFIC
COAST HIGHWAY
Southbound
Westbound
Northbound
EastboundInt
----
Start Time I Right .
Thru
Left j Peds
Right
-
Thru
Left
Peds
Right
Thru
Left
-�-r
Peds!
Right
-�--
Thru
Left' Peds
-- ---. __
Total
Factor
1.0 ;
1.0 i
1.01 1.0
1.0 1.0
1.0 1.0
1.01 1.01
1.0 1.0
1.0 1.0
07:15 AM
35 31
48 3
36 118
8 21
27 137
46 51
73 380
148 3
1100
07:30 AM
63 29
60 2
51 151
23 1
17 110
50 4 -
70 490
205 0
1326
07:45 AM
68 25
49 3
57 160
14 2
19 112
45 4y_
80 484-___--25.2._
0. 1374
Total
_
166
85 157
81 144
429
45 51
63 359
141
13:
___
223
1354
605 3
3800
08:00 AM
56 33
46 2 '
48 159
18 1!
22 110
55 1;
89 550
292 0
1482
08:15 AM
67 34
38 2
37 118
23 0
18 122
49 61'
59 455
244 0
1272
08:30 AM
61 35
41 2
48 144
23 0
17 137
60 11
66 416
180 0
1231
08:45 AM
76 40
48 3
59 134
21 0
17 145
39 11
107
420
224 0 _
1334
Total
260
142
173
9 192
555
85 1 1
74 514
203
91 321
1841
940 0
5319
09:00 AM
56 38
57 01
48 143
21 01
28 148
37 31
103
337
187 0
1206
BREAK '**
Total
56 38
57 0
48 143
21 0
28 148
37 3 r
103
.337
187 0
1206
BREAK
11:30 AM
72 37
39 1
36 166
29 0
22 67
48 1
36 181
66 0
801
11:45 AM
67 62
36 3
47 235
31 0
17 71
44 0
50 223
73 1
960
Total
139
99 75 41
83 401
60 01
39 138
92 11 86
404
139
1 .1761
12:00 PM
85 53
44 01
37 178
25 0
18 86
34 2 45
202
65 0
874
12:15 PM
67 67
50 0
34 202
37 0
12 71
45 1 44
149
60 0
839
12:30 PM
74 59
46 0
31 202
38 0
15 87
45 0, 51
186
67 0
901
12:45 PM
46 68
46 2
31 212
37 2
16 97
56 01 55
223
77 0
968
Total
272
247
186
2 133
794
137
2 61
341
180
3'
195
760
269
0 3582
01:00 PM
75 66
54 0
43 214
26 0
19 71
52 21
63 224
80 0
989
01:15 PM
94 43
45 1
43 208
31 0
22 69
42 1 j
41 173
68 0
881
BREAK
Total
169
109
99 11
86 422
57 0
_
41 140
94 3i
104
_
397
148
0 1870
BREAK -
03:30 PM
128
51 38
3 49
337
36 2
18 67
62 1
56 211
94 0
1153
03:45 PM
127
70 37
5 70
398
28 3
16 68
49 2
46 216
77 0
1212
Total
04:00 PM
04:15 PM
04:30 PM
_ 04:45 PM
255
141
113
164
153
121
59 77
59 77
75 42
43 49
51 81
21 3 I
0 0
119
61 63
50 45
735
360
361
387
428
64 35
20 19
35 51
1 0
1 0
34 17
13 14
22 135
73 53
60 40
111
53 54
49 45
Total
571
272
185
51 219
1536
109
2 66
226
201
05:00 PM
209
69 40
3 44
395
33 01
11 80
84 05:15 PM
179
87 47
5 53
310
27 0 j
14 44
51 05:30 PM
184
77 50
2 37
326
64 0
15 65
83 05:45 PM
163
82 46
6 33
376
44 0
18 50
53 Total
735
315
183
16 167
1407
168
01 58
239
271
06:00 PM
148
83 30
5 18
470
45 1
7 76
85 06:15 PM
123
88 42
3 32
456
29 0
15 79
72 Grand Total
2894
1599
1262
61 1241
7348
820
16 486
2395
1487
Apprch %
49.8 27.5
21.7 1.0
13.2 78.0
8.7 0.2
11.0 54.1
33.6 Total %
8.9 4.9
3.9 0.21
3.8 22.7
2.5 0.0
1.5 7.4
4.6 ��3
31 102
427
171
0�
2365
OI
43 164
106
0. 1157
51 160
70 0
1083
6 I
12 50
192
63 3,
1166
0 78
208.
75 0
1257
81 222
724
314
_
3 4663
31 65
248
69 0
1353
0 74
255
64 1:
1211
4!
85 290
81 0
1363
01 63
268
73 1
1276
71 887 10-6
287
- 2-
5203
41 63
228
91 1
1355
91 66
198
66 1
1279
63;
1772
7731
3217
11 32403
1.41 13.9
60.7 25.3
0.1 0.2)
5.5 23.9
9.9 0.0
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Start
Rig T r I Left
Ped
App.
Rig
Thr
Left
Ped
App.
Time ;
ht u
s I
Total
ht
u
s
Total
sak Hour From
07:15 AM to 09:00 AM - Peak 1 of 1
Intersecti
07:30 AM
on
Volume
254 121 193
9 577
193
588
78 4
863
Percent
44. 21. 33.
1.6 22.
68. 9.0
0.5 0 0 4I
4 1
flm
56 33 46
2 137i
48 159
18 1
226
e
Volume
Peak
Factor
High Int.
07:30 AM
07:45 AM
Volume
63 29 60
2 154
57 160
14 2
233
Peak
0.93 0.92
Factor
7 6
File Name : H0303090
Site Code : 00000921
Start Date : 04/02/2003
Page No : 2
Rig Thr Left Ped App. Rig Thr I Left ;Ped : App. Int.
ht u s, Total ht; u s_ Total Total
76 454 199 15 744i 298 199 993 0 3270 5454
10. 61, 26. 2.0 9.1 60. 30. 0.0
2 0 7 5 4
22 110 55 1 188 89 550 292- 0 931 1482
0.920
i
08:15 AM 08:00 AM
18 122 49 6 195 89 550 292 0 931
0.95 0.87
41 8
SUPERIOR AVENUE
Out In Total
1640 577 2217
254 121 193 9
Right Thru Left Peds
4_]1 L+
i
f^ I
v
c
(9 `
a,
North
n
Ci
��+
212003 7:30:00 AM
2 c'
m S D
2/2003 8:15:00 AM
�Tunnlnp
w —r
UO o
Movements
"
=oo
�a
m
a
D
I F4
Left Thru Right Peds
1991 454 176 15
497 744 1241
Out In Total
BALBOA BOULEVARD
PV-q-
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0303090
Site Code : 00000921
Start Date : 04/02/2003
Page No :3
Startj
Rig! Thrl Left
Ped !
App.
Rig
Thr
LI
Ped
App.
Rig
Thr
Left
Ped
App.
Rig
Thr Left Ped ;
App.
Int.
Time;
ht ! u i
i s
Total
ht
u
eft
s
Total
ht
u
s
Total
ht
; u
s .
Total
Peak Hour From 11:30 AM to 01:15 PM- Peak 1 of 1
_Total
Intersecti
12:30 PM
on
Volume
289 236 191
3 719;'
148
836
132
2 1118
72 324
195
3 5941 210 806
292
0 1308
3739
Percent
40. 32. 26.
0'4
13. 74.
11. 0'2
12. 54.
32. 0'5
16. 61.
22. 0.0
2 8 6
2 8
8 1
5 8
1 6
3 flm
e
volume
75 66 54
0 195 43
214
26 0
2831
19 71
52 2
144; 63 224
80 0
367
989
Peak
0.945
Factor
High Int.
01:00 PM
01:00 PM
112:45
PM
01:00 PM
Volume
75 66 54
0 195I
43 214
26 0
283I
16 97
56 0
169I
63 224
80 0
367
Peak
0.92 0.98
0.87 0.89
Factor
2 8
91 1
SUPERIOR AVENUE
Out In Total
764 719 1483
2891 236 191 3
Right Thru Left Peds
4-J1 L+
=o�
Nv—
�
DN
Th
WoilN
—
i
4-7
r—
t- o
O S�
iC
121200312:30:00 PM
w'
Y
���i5 En
t
1212003 1:15:00 PM
vo
c
Turning Movements
o
m
a
a
mN
U
��DC
T r
Lett Thru Ri ht Peds
1951 324 72 3
578 594 1172
Out In Total
BALBOA BOULEVARD
P(�5
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
File Name : H0303090
Irvine, CA. 92614
Site Code : 00000921
Start Date : 04/02/2003
Page No : 4
SUPERIOR AVENUE
PACIFIC COAST HIGHWAY
BALBOA BOULEVARD
PACIFIC COAST HIGHWAY
Southbound
Westbound
Rig
ht
Northbound
Thr
u
Left Ped App. ,
s Total
Eastbound
Rig Thr j Left Ped App. Int.
ht u_ s Total Total
Start
Time
I Rig 1 Thr
I ht I u
I Left � Ped App. Rig
1 s Total ht
Thr Left
u
Ped App.
s Total
Peak Hour From 03:30 PM to 06:15 PM - Peak
1 of 1
Intersecti
05:30 PM
on
1 Volume
618 330 168 16
1132
120 168 182
1 1931
55 270
293 17 6351
277 984 311 3 1575 5273
Percent
54. 29. 14.
1.4 84.
6.2 9.4
0.1 8.7
42,
46,
2.7 17. 62. 19.
0.2 6 2 8
1 3
5 1
6 5 7
flme
184 77 50 2
3131
37 326 64
0 427
15 65
83 4 167
85 290 81 0 456 1363
Volume
Peak
I
0.967
Factor
106:00
High Int.
05:30 PM
PM
06:15
PM
j
05:30 PM
Volume
184 77 50 2
313I
18 470 45
1 534
15 79
72 9 175I
85 290 81 0 456:
Peak
0.90 0.90
0.90 0.86
Factor
4 4
7 3
SUPERIOR AVENUE
Out In Total
701 1132 1833
618 3301 1681 16
Right Thru Left Peds
D
on
I�
92—►
North
n
F n
o cn l
!2/2003 5:30:00 PM
4-2 N
a
n
4-8
n t
1212003 6:15:0o PM--{
2 U m
W
U Oa
�
v
Tumin Movements
x N
(D
a
a
��
ma
T r
Left Thru RI ht Peds
293 270 551 17
789 635 1424
Out In Total
BALBOABOULEVARD
Transportation
Studies,
Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name
: H0303092
N-S Direction:
RIVERSIDE
AVENUE
Irvine,
CA. 92614
Site Code : 00000920
E-W Direction:
PACIFIC
COAST HIGHWAY
Start Date : 03/27/2003
Page
No : 1
Groups Printed- Tu
ing Movements
RIVERSIDE AVENUE
PACIFIC COAST HIGHWAY
RIVERSIDE AVENUE
PACIFIC COAST HIGHWAY
Southbound
Westbound
Northbound
Eastbound
Start Time
Right ;
Thru 1
Left
Peds {
Right
Thru
Left
Peds
Right
Thru
Left
Peds ,
Right
_
Thru
Left
Peds
Total
Factori
1.0 :
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1,0
1.0 1.0
1.0 1
1.0 1.0i '
1.0-.-.._....__
1.0 _
07:15 AM
46 0
19 3
15 199
0 1
0 0
0 0,
0 409
61 0
753
07:30 AM
78 0
16 2
21 244
2 1 j
1 0
1 4;
2 513
105
1 991
07:45 AM
98 3
26 3
18 296
0 1
0 0
0 0'
0 504
98 1
1048
Total
222
3 61
8 54
739
2 3
1 0
1 41
2 1426
264
2 2792
08:00 AM
67 1
17 5
11 283
5 1
0 0
0 01
1 543
60 0
994
08:15 AM
47 2
15 2
16 351
4 2
0 0
0 01
1 548
58 2
1048
08:30 AM
58 0
21 3
10 349
2 3
2 1
2 21
2 471
78 2
1006
08:45 AM
34 1
20 7
8 346
6 1
1 0
1 01
2 490
67 2
986
Total
206
4 73
171
45 1329
17 7
3 1
3 21
6 2052
263
6 4034
09:00 AM
64 1
20 1 1
21 324
3 21
0 0
2 1 1
4 406
95 2
946
*** BREAK ***
Total
64 1
20 1
21 324
3 21
0 0
2 1 I
4 406
95 2
946
*** BREAK ***
11:30 AM
41 1
22 41
13 326
4 2
1 0
0 1
3 508
52 5
983
11:45 AM
51 2
23 51
20 329
7 4
0 1
0 01
2 503
55 4
1006
Total
92 3
45 91
33 655
11 6
1 1
0 1':
5 1011
107
9 1989
12:00 PM
55 2
22 2
20 330
4 1
0 0
1 0
3 495
46 3
984
12:15 PM
44 2
24 3
13 317
3 1
1 0
1 0
5 486
44 2
946
12:30 PM
38 3
21 6
15 320
4 0
1 0
0 0
2 494
49 4
957
12:45 PM
48 2
17 6
16 317
4 3
2 0
1 0
4 489
53 3
965
Total
185
9 84
171
64 1284
15 5
4 0
3 0
14 1964
192
_
12 3852
01:00 PM
42 1
18 3
15 317
5 1
1 0
1 0 j
2 492
48 3
949
01:15 PM
48 0
23 5
14 319
5 3
1 0
2 01
5 497
52 2
976
***.BREAK ***
Total
90 1
41 8
29 636
10 4
2 0
3 0
7 989
__
100
5 1925
••* BREAK ***
03:30 PM
63 2
20 31
14 435
9 2 1
0 1
1 0
0 361
74 3
988
03:45 PM
52 1
19 3
17 521
5 10
1 2
6 0
3 399
70 __
3 1112
Total
115
3 39
6 31
956
14 12
1 3
7 01
3 760
144
6 2100
04:00 PM
57 0
17 1 I
12 494
5 7
4 3
0 4;
4 401
62 2
1073
04:15 PM
67 4
22 3
12 486
8 4
3 1
3 01
2 363
82 1
1061
04:30 PM
51 2
24 2
20 531
7 2
2 1
8 3
3 404
69 0
.
1129
04:45 PM
66 1
29 1
13 573
8 4
2 3
5 0.
4 370
73 0.
1152
Total
241
7 92
7 57
2084
28 17
11 8
16 7
13 1538
296
3 4415
05:00 PM
67 1
20 1
10 565
13 1
4 3
2 3
4 382
52 1
1129
05:15 PM
67 1
28 1
9 558
13 1
4 4
3 01
6 379
59 1
1134
05:30 PM
69 2
33 2
10 560
10 5
2 3
2 1
5 380
62 2
1148
05:45 PM
69 2
28 2
13 560
14 2
3 3
2 4
5 363
60 2,
1132
Total
272
6 109
6 42
2243
50 9
13 13
9 81
20 1504
233
_
6 4543
06:00 PM
66 1
28 3
12 551
9 5
4 5
4 2
2 348
42 2,
1084
06:15 PM
59 3
25 3
9 555
9 2
3 6
5 2
5 351
54 4
1095
Grand Total
1612
41 617
85 397
1136
168
72 43
37 53
27 81
1239
1780
57 28775
Apprch %
68.5 1.7
26.2 3.61
3.3 94.7
1.4 0.61
26.9 23.1
33.1 16.9
0.6 86.6
12.5 0.4.
Total %
5.6 0.1
2.1 0.3 1
1.4 39.5
0.6 0.31
0.1 0.1
0.2 0.1 1
0.3 42.9
6.2 0.2
RIVERSIDE AVENUE
Southbound
_
Start i Rig Thr I Left Ped
App.
Time:
ht I u ; s
Total
Peak Hour From 07:15 AM to 09:00 AM - Pi
Intersecti
07:45 AM
on
Volume
270 6 79 13
368
Percent
73. 1.6 21.
3.5 4
08:15
47 2 15 2
66 Volume
Peak
Factor
High Int.
07:45 AM
Volume
98 3 26 3
130
Peak
0.70 Factor
81 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
r Left
of
55 127 11 7 1352
4.1 94. 0.8 0.5
16 351 4 2 373
08:15 AM
16 351 4 2 373
0.90 6
Northbound
IPL
File Name : H0303092
Site Code : 00000920
Start Date : 03/27/2003
Page No 2
COAST HIGHWAY
astbound
Left Ped App. Int.
s Total Total
2 1
2 2
I
71 4 206
294
5 2369 4096
28. 14.
28. 28.
10.2 87.
12. 0.2
6 3
6 6
! 2
4 0
0 0
0 0 1 548
58 2
609 1048
I
0.977
08:30
AM
08:15 AM
2 1
2 2
7' 1 548
58 2
609
0.25 0.97 '
0,
2 RIVERSIDE AVENUE
Out In Total
350 EPE F 7-187
i
2701 6 79 13
Right Thru Left Peds
`+
I
I
Q p ONi N N� 1� FN D
3�M I �& to
2 LIB T
O 0 2 North L"
N �� �2 rl C
o_ a v l2712003 7:45:00 AM in
U I I /27/2003 8:30:00 AM M N =
U G)
L—L SN I ,e Turning Movements _
U 0
+, T F+
Left Thru Right Peds
2 1 21 2
21 7 28
Out In Total
RIVERSIDE AVENUE
PL�-O
Southbound
Start
Rig Thr ; Left I Ped
I
App.
Time ;
ht u ? s
Total
ak Hour From
11:30 AM to 01:15 PM - P
Intersecti
11:30 AM
on
Volume
191 7 91 14
303
Percent
63,
2.3 30. 4.6
11:45
51 2 23 5
81 Volume
Peak
Factor
High Int.
11:45 AM
Volume
51 2 23 5
81 Peak
0.93 Factor
5 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0303092
Site Code : 00000920
Start Date : 03/27/2003
Page No : 3
:)AST HIGHWAY I RIVERSIDE AVENUE PACIFIC COAST HIGHWAY
astbound Northbound Eastbound
Ped App. Rig Thr Ped App. Rig j Thr Ped App, Int.
Left Left Left
s Total ht u s Total i_ ht u i s Total Total
66 132
18 8 1394
2 1
2 1
6' 13 192 197 14 2216 3919
93 4.7
1.3 0.6
33. 16.
33. 16.
89 0.6 8.9 0.6
4 3
7 3 7
9 20 329
7 4 360
0 1
0 0
1 2 503 55 4 564 1006
0.974
11:45 AM
20 329 7 4 360
0.96 8,
11:30 AM , 11:30 AM
1 0 0 1 2 3 508 52 5 568
0.75 0.97
01 5
RIVERSIDE AVENUE
Out In Total
264 303 567
1911 71 911 14
Right Thru Lett Peds
�O(5
1_9
North
m
N
_ m
NCN
ORt —0
F—
/27/2003 11:310:00 AM
2 ON
w 3 Y
0 t
/27/2003 12:15:00 PM
U �Iv l
a
v
Turning Movements
v
o=
a
a
C
D
cowpm
4, T F+
Left Thru RI ht Peds
2, 11 21 1
38 6
Out In Total
RIVERSIDE AVENUE
P(o
Start
Rig Thr
Ped
App.
Time
ht uu I
s I
Total
Peak Hour From 03:30 PM to 06:15 PM - P,
Intersecti
04:45 PM
on
Volume
269 5 110
5 389
Percent
69. 1.3 28.
1.3 04:45
66 1 29
1 97
Volume
Peak
Factor
High Int.
05:30 PM
Volume
69 2 33
2 106
Peak
0.91 Factor
7 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
ig I Thr Left I Ped App. Rig I Thr Left
ht u l s Total ht u I
42 225 44 11 2353
1.8 95. 1.9 0.5
13 573 8 4 598
04:45 PM
13 573 8 4 5981
0.98 4
File Name : H0303092
Site Code : 00000920
Start Date : 03/27/2003
Page No : 4
Eastbound
App. Rig; Thr, Left Ped App. Int.
Total; At; u 1 s ; Total Total
12 13
12 4
41 19 151
246
4 1780 4563
29. 31,
29. 9.8
1.1 84.
13. 0.2
3 7
3 9
i
8 2 3
5 0
10� 4 370
73 0
447 1152
0.990
05:00 PM
105:30 PM
4 3
2 3
12 5 380
62 2
449
0.85 0.99
41 1
RIVERSIDE AVENUE
Out In Total
301 389 690
1 2691 51 1101 5
Thru Left Peds
Rht 1
^_
Q
_
80 4
0 _
N t
North
~ min
O L
f-
m
27/2003 PM
~—� cn
i r` 0
Nw S
�
5:30:00
2712003 5:30:00 PM
�Turnlng
�
x
I �
U O N i i_I
I
� �
a
Movements
-o
» _
m D
a
NIJ
LUJ
-c
! F+
Left Thru Right Peds
12 13 121 4
68 41 109
Out In Total
RIVERSIDE AVENUE
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name : H0303093
N-S Direction:
TUSTIN AVENUE
Irvine,
CA. 92614
Site Code : 00000920
E-W Direction:
PACIFIC
COAST HIGHWAY
Start Date : 03/25/2003
Page No
: 1
Groups Printed-
Turning
Movements
_
TUSTIN AVENUE
PACIFIC COAST HIGHWAY
TUSTIN AVENUE
T
PACIFIC
COAST HIGHWAY^
Southbound
Westbound
Northbound
Eastbound
Start Time !
Right
Thru I
Left 1 Peds
Right
Thru .
Left
Peds
Right
Thru
Left Peds !
Right j
Thru
Left ' Peds
Total
Factor i
1.0 1.0;
1.0!
1.0 1.01
1.0 1.0
1.0 1.01
1.01 1.01
1.0T
1.01 1.01
1.0 _�
1.0 07:15 AM
1 1
4 01
4 213
0 0
_
0 0
0 01
0 392
4 0
619
07:30 AM
3 1
6 0
8 252
0 0
0 0
0 0!
0 422
7 0
699
07:45 AM
4 0
5 0'
11 323
0 01
0 0
0 0;
0 463
7 01
813
Total
8 2
15 01
23 788
0 01
0 0
0 01
0 1277
18 0
2131
08:00 AM
3 0
11 1
15 290
0 2
0 0
0 0
0 567
3 1
893
08:15 AM
4 0
4 0
7 357
0 3
0 0
0 1
1 521
22 0
920
08:30 AM
1 0
12 7
14 318
0 3
0 0
0 0
0 541
11 0
907
08:45 AM
7 0
12 2
6 342
0 2
0 0
0 3
0 503
8 5_
890
Total
15 0
39 10
42 1307
0 10
0 0
0 4 ,
1 2132
_
44 6
3610
09:00 AM
3 0
10 4
12 293
0 71
0 0
0 3 1
0 461
9 0
802
*** BREAK
Total
3 0
10 4
12 293
0 7 F
0 0
0 3;
0 461
9 0
802
- BREAK -
03:30 PM
6 2
6 1
9 512
0 01
0 0
0 01
0 343
13 0
892
03:45 PM
5 0
7 2
16 536
0 1 (
0 0
0 4
1 444
16 1
1033
Total
11 2
13 3
25 1048
0 1
0 _
0 0
4�
_
1 787
_ ___
29 __
1 1925
04:00 PM
5 0
16 1
14 538
0 0
0 0
0 01
0 365
15 0'
954
04:15 PM
1 1
17 0
13 532
0 0
1 0
1 01
0 374
6 1,
947
04:30 PM
7 0
15 2
12 524
0 1
0 0
0 0
0 364
27 0
952
04:45 PM
5 1
12 2
13 527
1 1
0 0
0 1
0 374
27 1
965
05:00 PM
4 0
14 05:15 PM
6 0
15 05:30 PM
4 0
12 0.5_:4_5 PM
5 0
14 Total
19 0
55 06: 00 PM
6 0
11 06:15 PM
7 0
12 Grand Total
87 6
215
Apprch %
25.4 1.8
62.9 Total %
0.5 0.0
1.2 2
2 4
8 1
3 34
9.9 0.2
52 2121
1 2
1 16 580
0 2
0 12 581
0 5
0 14 585
0 0,
0 15
560
0 3
0 16
554
1 1
0 244
9003
2 34
1 2.6
97.0 0.0
0.4 6.3
1.3 49.0
0.0 0.2
0.0 0
1 1
0 1477
75 2
3818
0 0
1 2
380
24 1
1026
0 0
0 1
378
29 1
1030
0 0
0 0
376
27 1
1023
0 0
0 1
379
24 1
1030
_
0 0
1 4
1513
104
_ _
4 _ _
4109
0 0
01 0
362
25 1
984
0 1
0 0
364
22 0
981
0 2
13 6
8373
326
14-
18360
0.0 12.5
81.3;
0.1 96.0
3.7 0.2'
0.0 0.0
0.1 j
0.0 45.6
1.8 0.1
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
I VQ.—M1V
I`vr_
I
'nl l—Vwm.1 Whin—T
Southbound
Westbound
Start
Rig Thr
Ped
Left
App.
Rig
Thr
Left
Ped
App.
Time j
ht' u
s
Total
ht
u
s
Total
ak Hour From 07:15 AM to 09:00 AM - Peak 1 of 1
Intersect!
08:00 AM
on
Volume
15 0
39 10
64 !
42 13C
0 10
1359
Percent
23. 0.0
60.. 15..
96..
39 0.0
0.7 6.1
08:15
4 0
4 0
8 7 357
0 3
367
Volume
Peak
Factor
High Int.
08:45 AM
08:15 AM
Volume
7 0
12 2
21 7 357
0 3
367
Peak
0.76 0.92
Factor
2 6
File Name H0303093
Site Code : 00000920
Start Date : 03/25/2003
Page No 2
AVENUE TPACIFIC
COAST HIGHWAY
hbound
Eastbound
_
eo
Hht
Ped j
App.:
Rig : Thr j Ped !
eft
App.
Int.
s !
Total
ht j_u L s
Total
Total
0 0 0 4
41 1 213 44 6
2183.
3610
0.0 0.0 0.0 100
0.0 972.0 0.3
i
0 0 0 1
1i
1 521 22 0
544
920
0.981
08:45
AM
j 08:00 AM
0 0 0 3
31 0 567 3 1
571
0.33 0.95.
3I
6 TUSTIN AVENUE
Out In Total
�B8 64 150
I
151 01 39 10
Right Thru Lett Pods
4 Q �IO
pIN
fjrn
y�
J
1 I
t1
A rN 0 D
ro !JC
N
North
0 a
O
U !
12512003 8:00:00 AM
/25/2003 8:45:00 AM
�'
to�� D
Cn
N
a
lCL
Turning Movements
v I
H
N o x
D
or
T F+
Left Thru Right Pods
0 0 01 4
4 0
Out In Total
TUSTIN AVENUE
psa
TUSTIN AVENUE
Southbound
Start
Rig i Thr Left I Ped
App.
Time i
ht I u s
Total
Peak Hour From 03:30 PM to 06:15 PM - Pi
Intersecti
05:00 PM
on
Volume
19 0 55 8
82 Percent
23. 0.0 67. 9.8
05:45
5 0 14 0
19 Volume
Peak
Factor
High Int.
05:15 PM
Volume
6 0 15 2
23 Peak
0.89 Factor
1 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115 File Name : H0303093
Irvine, CA. 92614 Site Code : 00000920
Left
59 233 0 10 2401
2.5 97. 0.0 0.4
17 586 0 3 606
05:45 PM
17 586 0 3 606
0.99 11
Start Date : 03/25/2003
Page No :3
TUSTIN AVENUE PACIFIC COAST HIGHWAY
Northbound Eastbound
Ped A Thr T ;----T---------._......
Left PP• . s : Total Total
Rig i Thr, � Left Ped App. Int.
_ s Total.! ht' u
0 0
0 1
1; 4 151
104
4 1625 4109
0.0 0.0
0.0 100
0.2 93.
6.4 0.2
0 0
0 0
01 1 379
24 1
405 1030
0.997
05:00
PM
j 05:15 PM
0 0
0 1
1! 1 378
29 1
409
0.25 0.99
0 3
TUSTIN AVENUE
Out In Total
163 L_F§2j 1 245
19 01 55 8
�ht Thru Left Pods
1 '—b
a
r> J O
O Q1 W � � N �
H C
0,� North ^ (0C. �'
n
N t2�—t-2 W O C �p
0— � v t /25/2003 5:00:00 PM
v/25/2003 5:45:00 PM
o�
LL Turning Movements _
a a m 01 D
0 T r+
Left Thru RI ht Peds
01 0 0 1
i
® 1
Out In Total
TUSTIN AVENUE
P S 3
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115 File Name : h03O3O94
N-S Direction: DOVER - BAYSHORES Irvine, CA. 92614 Site Code : 00000883 E-W Direction: PACIFIC COAST HIGHWAY Start Date : 04/03/2003 Page No : 1
r4mnna Printad. Tnminn Mnvaman}c
DOVER-BAYSHORES
PACIFIC COAST HIGHWAY
DOVER-BAYSHORES
PACIFIC COAST HIGHWAY
Souhbound
Westbound
Northbound
Eastbound
Start Time Right'
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Factor I
1.0 1.01
1.0 '
1.0 1.0
1.0 i 1.01
1.0 ' 1.01
1.0 1.0
1.0 1.0
1.01 1.0
1_.0
07:15 AM
23 21
152
0 89
228
5 0
9 14
3 1
6 352
16 _
1 07:30 AM
24 6
198
0 132
248
13 0
17 18
9 1
8 422
20 3
07:45 AM
40 19
263
0 147
294
8 0
18 24
11 01
7 545
3_0_
0 Total
87 46
613
01 368
770
26 0
44 56
23 2'
21 _
1319
_
66 _
4 Int.
Total
920
1119
1406
3445
08:00 AM
33 18
312
01 154
327
9 0
7 16
11 2
14 532
19 0
1454
08:15 AM
31 11
258
01 170
322
13 0
12 16
8 0
6 512
14 2
1375
08:30 AM
14 14
283
0 151
336
9 0
14 20
9 1
5 505
22 0
1383
08_ :45 AM
- 20
17 242
0 •,
175
344
8 0
16 7
3 0 �_
12 586
0. 1460
Total
98 60
1095
0 1
650
1329
39 0
49 59
31 31
37 _._30
2135
_
85 2
5672
09:00 AM
23 14
219
01 169
337
6 01
15 8
4 1
11 561
20 0
1388
BREAK ***
Total
23 14
219
01 169
337
6 01
15 8
4 1
11 561
20 0
1388
*** BREAK ***
03:30 PM
38 10
244
0 296
444
14 0
14 19
10 0'
4 425
28 1
1547
03:45 PM
36 17
221
0 261
485
8 0
13 16
21 1
8 412
32 1
1532
Total
74 27
465
01 557
929
22 01
27 35
31 1
12 837
60 2
3079
04:00 PM
32 16
238
0 277
463
11 0
8 10
4 1
7 388
26 3
1484
04:15 PM
35 12
257
1 340
516
13 0
5 16
4 1 I
4 403
36 2.
1645
04:30 PM
22 15
237
1 336
487
4 0
13 15
3 0
3 408
27 0:
1571
04:45 PM
50 9
244
1 1
314
479
14 0
13 15
11 0
3 368
21 1542
_
Total
139
52 976
31 1267
1945
42 01
39 56
22 2!
17 1567
110
_ _0
5 6242
05:00 PM
24 17
254
0 314
551
4 0
10 9
5 01
6 421
33 0
1648
05:15 PM
38 17
253
0 340
610
7 0,
7 10
5 1
4 394
23 1
1710
05:30 PM
31 18
242
0 337
624
9 0
8 13
8 0
7 417
26 0
1740
05:45 PM
41 14
238
1 309
583
11 0
7 11
6 0
5 404
31 2
1663
Total
134
66 987
1 1300
2368
31 01
32 43
24 1;
22 _
1636
_ _
113 .....3
6761
06:00 PM
31 18
218
1 326
559
7 0
6 9
7 1 1
16 391
24 0
1614
06:15 PM
27 14
231
0 305
553
8 0
9 8
6 0
13 384
27 01
1585
Grand Total
613
297
4804
5 4942
8790
181
0 221
274
148
11 149
8830
505
16 29786
Apprch %
10.7 5.2
84.0 0.1
35.5 63.2
1.3 0.0
33.8 41.9
22.6 1.7
1.6 92.9
5.3 0.2
Total %
2.1 1.0
16.1 0.0
16.6 29.5
0.6 0.0
0.7 0.9
0.5 0.0
0.5 29.6
1.7 0.1
P 5�
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115 File Name : h03O3O94
Irvine, CA. 92614 Site Code : 00000883
Start Date : 04/03/2003
Page No : 2
BAYSHORES PACIFIC COAST HIGHWAY DOVER-BAYSHORES PACIFIC COAST HIGHWAY /thbound Westbound Northbound Eastbound
Ped I App. Rig Thr Ped App. Rig Thr Ped App. Rig Thr I Ped App. Int.
Left s I Total ht u Leff s Total ht u Left s . Total ht u I Left s Total . Total N to 09:00 AM - Peak 1 of 1
Intersecti
08:00 AM
on
Volume
98 60
109
0 1253
650
1322
39 0
2018
Percent
7.8 4.8
87. 0.0
1 3 .
65..
1.9 0.0
08:45
20 17
242
0 279
175
344
8 0
527
Volume
Peak
Factor
High Int,
08:00 AM
08:45 AM
Volume
33 18
312
0 3631
175
344
8 0
527
Peak
0.86 0.95
Factor
3 7
49 59
31 3
1421 37 215
85 2
2259 5672
34. 41.
21. 2.1
1.6 94'
3.8 0.1
5 5
8 5
16 7
3 0
26i 12 586
30 0
628 1460
0.971
08:30
AM
08:45 AM
14 20
9 1
44 12 586
30 0
628
0.80 0.89
7,
9 DOVER-BAYSHORES
Out In Total
794 1253 1 2047
981 601 10951 0
Right Thru Left Peds
I
J
I v
N C)
= O
J
O
North
r I`I
~GN
N — a
2 NICE
c;
/3/2003 8:00:00 AM
,-2N
D
O
�oJl—
OV
°'
/3/2003 8:45:00 AMcb
UO a
a
uI
Turning Movements
D
m
N o=
-4
� T r
Left Thru Ri ht Peds
31 59 491 3
136 142 778
Out In Total
DOVER-BAYSHORES
po
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
DOVER-BAYSHORES PACIFIC COAST HIGHWAY DOVER-BAYSHORES I PACIFIC COA _ Southbound Westbound Northbound Eastb
Start Rig Thr Ped App. Rig Thr Left Ped App. Rig Thr Left Ped App, Rig Thr Left
Time ht u s Total ht u s Total ht u s Total
P k Hour From 03.30 PM to 06*15 PM - PPn4 1 of 1
ea
Intersecti
05:00 PM
on
Volume
134 66
987 1 1188
Percent
11. 5.6
83. 0.1
05:30
31 18
242 0 291
Volume
Peak
Factor
File Name : h03O3O94
Site Code : 00000883
Start Date : 04/03/2003
Page No :3
ST HIGHWAY
o
Ped j App. Int.
s i Total Total
130
238
31 0 3699
32 43
24 1
100 22 166 113 3 1774 6761
35. 64.
0.8 0.0
32. 43.
24. 1.0
1.2 92' 6.4 0.2
1 0
0 0
0 2
337
624
9 0 970
8 13
8 0
i
291 7 417 26 0 450 1740
0.971
High Int. 05:15 PM 05:30 PM 05:30 PM j 05:00 PM
Volume 38 17 253 0 308 337 624 9 0 970 8 13 8 0 291 6 421 33 0 460 Peak 0.96 0.95 0.86 0.96
Factor 4 3 2 4
DOVER-BAYSHORES
Out In Total
1455 EJX 1 2644
1341 661 9871 1
Right Thru Left Peds
4' 1 L
oD
C9
^ L-�
North
_
1--� W �.
I�
0 c
v u
N =
/3/2003 5:00:00 PM
5:45:00 PM�x�13/2003
o
D
O�
��
umin Movements
'^ G)
I w o 2
a
o-
�o ADD
+-, T r
Left Thru Right Peds
24 43i 321 1
119 100 _ 219
Out In Total
DOVER-BAYSHORES
P�6
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115 File Name : H0303095
N-S Direction: BAYSIDE DRIVE Irvine, CA. 92614 Site Code : 00001944 E-W Direction: PACIFIC COAST HIGHWAY Start Date : 03/27/2003 Page No :1
Groups Printed- Tuming Movements __
BAYSIDE DRIVE PACIFIC COAST HIGHWAY BAYSIDE DRIVE PACIFIC COAST HIGHWAY i Souhbound Westbound I . Northbound Eastbound
r Start Time I Right i
Thru ;
Left! Peds
Right
Thru
Left
Peds
Right
Thru I
Left
Peds Right
Thru
Left
Peds .
Factor '
1.01 1.01
1.01 1.0
1.0 1.0
1.01 1.0
, 1.0
1.0 1.0
1.0 ;
1.0 i 1.0 i 1.0 ;
1.0 _
07:15 AM
5 1
7 01
2 227
9 0'
2 1
65. 0•
53 425
6 0
07:30 AM
13 3
8 0
4 323
10 1
I 8
2 60
1 86
562
7 0
07:45 AM
11 2
7 0
3 361
9 41
8 1
83 0 1
81 657
4 0
Total
29 6
22 01
9 911
28 51
18 4
208
1 !
220
_
1644
17 0
08:00 AM
8 1
6 0
1 387
7 2
7 5
94 01
74 776
1 0
08:15 AM
2 1
6 0
4 353
15 1
8 1
89 1
98 702
6 0
08:30 AM
5 1
11 0
8 393
6 2
8 3
73 0
112
699
15 0
08:45 AM
7 1
7 0
6 396
16 1
17 2
98 0
93 632
8 0
_
Total
22 4
30 0
19 1529
44 6
40 11
354
1 377
2809
30 0
Int,
Total
803
1088
1231
3122
1369
1287
1336
1284
5276
09:00 AM
8 1
6 01
8 471
12 01
6 1
115
01 117
636
7 0
1388
BREAK
Total
8 1
6 01
8 471
12 01
6 1
115
01 117
636
7 0
1388
BREAK***
03:30 PM
9 4
1 0
6 627
13 0
13 1
124
01 91
567
18 0
1474
03:45 PM
11 0
8 0
9 632
15 4
13 5
125
0 I
115
537
14 0
1488
Total
20 4
9 01
15 1259
28 41
26 6
249
01 206
1104
32 0
2962
04:00 PM
16 0
4 0
6 660
13 1
11 2
126
0 129
482
13 0
1463
04:15 PM
16 6
7 0
6 610
8 2
8 5
123
0 95
532
10 0
1428
04:30 PM
11 1
4 0
3 660
23 2
8 4
115
31 104
515
20 0
1473
04:45 PM
10 6
12 0
8 786
17 1
8 2
31 524
12 0
1623
Total
53 13
27 0
23 2716
61 6
35 13
.113
477
6 t
_121
449
2053
55 0
5987
05:00 PM
11 3
6 0
7 790
19 3
7 1
109
21 121
521
12 0
1612
05:15 PM
8 0
5 0
4 765
13 2
10 3
121
01 123
555
10 0
1619
05:30 PM
8 0
4 0 1
10 735
18 4
8 0
134
01 108
515
16 0
1560
0.5_:4.5 PM
9 2
4 0
8 793
21 4
7 1
130
2 103
521
12 0
1617
Total
36 5
19 0
29 3083
71 13
32 5
494
4!
455
2112
50 0
64b8
06:00 PM
11 6
6 0
6 766
17 21
5 0
122
0 120
501
16 0
1578
06:15 PM
8 3
6 0
5 714
19 1!
5 3
108
0 115
486
14 0;
1487
Grand Total
187
42 125
0 114
11444
280
37 167
43 2127
12 2059
1134
221
0 28208
Apprch %
52.8 11.9
35.3 0.0
1.0 96.4
2.4 0.3
7.1 1.8
90.5 0.5
15.1 83.3
1.6 0.0
Total %
0.7 0.1
0.4 0.0
0.4 40.6
1.0 0.1
0.6 0.2
7.5 0.0
7.3 40.2
0.8 0.0
Ps7
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA, 92614
Start' Rig j Thr 1 Left Ped I
App. I Rig
Thr I
Left
Ped
App.
Time;
ht u j s j
Total
ht
u
s
Total
ak Hour From 07:15 AM to 09:00 AM - Peak 1 of 1
Intersecti
08:15 AM
I
on
I
Volume
22 4 30 0
561
26 16'
49 4
1692
Percent
33 7.1 9.56 0.0 3.11.5
5. 93
2.9 0.2
09:00
8 1 6 0
15 8
471
12 0
491
Volume
Peak
Factor
High Int.
08:30 AM
09:00 AM
Volume
5 1 11 0
17 8
471
12 0
491
Peak
0.82 0.86
Factor
4 2
File Name : H0303095
Site Code : 00001944
Start Date : 03/27/2003
Page No : 2
4YSIDE DRIVE I PACIFIC COAST HIGHWAY
Northbound Eastbound
1r I Left Ped i App. 1 Rig 1 Thr Left' Ped App. ' Int.
u 1 s I Total Int I u s_ Total Total
I
39 7 375 1 422, 420 2666 36 0 3125 5295
9.2 1.7 89 0.2 8. 14 854 1.2 0.0
6 1 115 0 122j 117 636 7 0 760 1388
i 0.954
09:00 AM j 08:30 AM
6 1 115 0 1221 112 699 15 0 826
0.861 0.94
51 6'
BAYSIDE DRIVE
Out In Total
F-6-91 125
22 41 301 0
�ht Thru Left Pads
1 North
/2712003 8:15:00 AM
/27/2003 9:00:00 AM
'Turning Movements
T r
Left Thru Right Peds
3751 7 39 1
473774L272 7 895
Out In Total
BAYSIDE DRIVE
P70
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
BAYSIDE DRIVE PACIFIC COAST HIGHWAY BAYSIDE DRIVE
Southbound Westbound Northbound
Start Rig I Thr 1 Left Ped i App. Rig Thr Left Ped App. Rig Thr Left Ped App.
Time . ht I u ; s I Total ht u , s Total ht u s I Total Peak Hour From 03:30 PM to 06:15 PM - Peak 1 of 1
File Name : H0303095
Site Code : 00001944
Start Date : 03/27/2003
Page No :3
Eastbound _
Left
Ped ; App. Int.
Total Total
Intersecti
04:45 PM
'
on
Volume
37 9
27 0
73 29
306
67 10
3182
33 6
477
5 521 473
215
50 0
2638 6414
Percent
50. 12.
37. 0.0
0.9 96
2.1 0.3
6.3 1.2
91. 1.0
17. 80.
1.9 0.0
7 3
0 I
7 6
9 2
04:45
10 6
12 0
28i
8 786
17 1
812
8 2
113
3 1261 121
524
12 0
657 1623
Volume
Peak
0.988
Factor
High Int.
04:45 PM
05:00 PM
05:30
PM
05:15 PM
Volume
10 6
12 0
28 7
790
19 3
819
8 0
134
0 1421
123
555
10 0
688:
Peak
0.65 0.97
0.91 0.95
Factor
2 1
7 9
BAYSIDE DRIVE
Out In Total
85 73 158
37 1 27 0
RI ht Thru Left Pads
:g!co
NI + T
*
I ID IN O CDI
C9 ,n North N n
_ �• IN 2, O n
N c N ~ �Turning
27/2003 4:45:00 PM 2 S O
U v_27/2003 5:30:00 PM r i N -+ 40 z� = o) =
1 LLO Io Movements v v o x
Left Thru RI ht Peds
477 6 33 5
549 521 F 1070
Out In Total
DRIVE
E
Pay
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: JAMBOREE ROAD Irvine, CA. 92614
E-W Direction: PACIFIC COAST HIGHWAY
f,rnnnc Prinfcrl_ Ti minn kAnvamonfc
File Name
: H0303097
Site Code
: 00001944
Start Date
: 03/26/2003
Page No
: 1
JAMBOREE ROAD
PACIFIC COAST HIGHWAY
JAMBOREE ROAD
PACIFIC COAST HIGHWAY
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
I Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Factor 1
1.01 1.01
1.01 1.0
1.01 1.01
1.0!
1.0 1.01
1.0 1 1.01
1.0!
1.01 1.01
1,01
1.0 _
07:15 AM
83 36
28 1
12 182
9 8
18 71 1
5 2
300
153
0 07:30 AM
105
41 26 0
35 256
18 1
15 111 5
1 1
391
225
0 07:45 AM
149
46 34 0
I 54
232
16 2
29 119 6
11 1
424
285
Int.
Total
909
1231
_ 1398
Total 337 123 88 1 1 101 670 43 11 1-6 2 301 12 7 ! 4 1115 663 0 3538 08:00 AM 149 41 44 0 27 240 22 1 26 106 5 0 6 475 285 0 1427 08:15 AM 148 51 48 0 29 274 20 2 27 88 5 01 5 471 270 0 1438 08:30 AM 142 55 25 0 26 237 23 1 23 87 4 0 i 3 442 216 0 1284 08:45 AM 159 56 40 0 37 273 23 1 24 87 5 0 7 440 232 0 1384 Total 598 203 157 01 119 1024 88 5 100 368 19 01 21 1828 1003 0 5533 09:00 AM 131 58 30 01 33 300 22 21 21 92 10 01 5 369 233 0 1306 *** BREAK
Total
Total 131 58 30 0 33 300 22 21 21 92 10 0 i 5 369 233 0 1306 *** BREAK ***
11:45 AM 153 79 43 10 42 369 32 2� 35 64 11 0 14 386 166 0; 1397 Total 304 158 84 1 94 705 55 3 1 78 135 18 1 ; 21 739 283 "0 : 2679 12:00 PM 187 68 46 1 55 389 55 2 39 71 9 2 6 322 133 0 1385 12:15 PM 175 81 40 0 62 365 37 1 33 68 11 0 9 368 143 0 i 1393 12:30 PM 173 73 42 0 72 381 48 0 41 74 14 0 12 353 149 0 1432 1_2_:45_PM 183 89 47 0 67 374 _ 41 0 38 70 11 0 10 378 141 0 1449 Total 718 311 175 1 256 1509 181 3 151 283 45 21 37 1421 566 0 5659 01:00 PM 174 83 40 01 58 359 39 0 31 62 9 0 8 365 134 0 1362 01:15 PM 162 71 34 0 55 347 37 0 27 59 6 01 11 348 127 0 1284 *_'_'__BREAK '** _
Total 336 154 74 0; 113 706 76 01 58 121 15 0 19 713 261 0 2646 **" BREAK -
03:30 PM 218 124 64 2 56 397 36 5 ' 31 60 10 01 8 315 156 0 1482 03:45 PM 208 105 49 2 43 423 46 9 27 89 9 4 3 317 162 0 1496 Total
426
229
113 41
99 820
82 141
58 149
19 04:00 PM
215
88 58 0
53 384
45 3
43 64
12 04:15 PM
233
75 58 0
53 425
46 0
40 67
10 04:30 PM
229
92 43 4
72 478
40 2
26 64
7 04:45 PM
243
95 47 4
44 431
41 3
21 .
67 10
41 11
632
318
-- 0-
2978
4 6
375
160
0 1510
1 11
350
189
0 1558
1 4
370
134
0. 1566
. Total
920
350
206
8 r 222
1718
172
8 330
262
39 71
05:00 PM
256
85 44
101
56 441
44 3
28 55
10 0
05:15 PM
348
101
36 0
57 494
40 11
32 60
12 21
05:30 PM
338
134
55 10
54 479
46 2
20 70
14 1
05:45 PM
259
125
52 0
73 397
45 6
26 55
9 21
Total
1201
445
187
20 240
1811
175
22 106
240
45 5
06:00 PM
232
131
51 0
76 434
40 0
29 57
8 0
06:15 PM
218
124
56 0
66 407
37 0
23 54
6 0
Grand Total
5421
2286
1221
35i
1419
101�
971
68 816
2062
236
261
Apprch %
60.5 25.5
13.6 0.4
11.3 80.4
7.7 0.5
26.0 65.7
7.5 0.8 '
Total %
13.4 5.7
3.0 0.1
3.5 25.0
2.4 0.2
2.0 5.1
0.6 0.1
P6o
5 360
165
1537
26 1455
648
_0+
0 6171
3 337
166
0 1538
1 354
191
0 1739
6 309
195
0 1733
10 408
239
_ 0
1706
20 1408
791
0 6716
12 371
219
0 1660
13 354
197
0 1555
189
1040
5182
0 40441
1.2 66.0
32.8 0.0
0.5 25.7
12.8 0.0
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0303097
Site Code : 00001944
Start Date : 03/26/2003
Page No :2
JAMBOREE ROAD
PACIFIC COAST HIGHWAY
JAMBOREE ROAD
PACIFIC COAST HIGHWAY
Southbound
Westbound
Northbound
I
Eastbound
_
Start I Rig
' Thr ;
Ped
App.
Rig
Thr
Ped
App.
Rig
Thr
Ped
App.
Rig
Thr
Ped r App.
Int.
Time I ht
Left
u
s
Total
ht
u
Left
s
Total
ht
Left
u
s
Total
ht
Left
u ;
s Total
Total
_
Peak Hour From 07:15 AM to 09:00 AM - Peak
1 of 1
Intersecti 07:45 AM
on
Volume 588 193 151 0
932
1136
983
81 6
1206
105
400 20 1
526
15 182 106
0 2883
5547
63. 20. 16.
Percent 0.0
11. 81.
6.7 0.5
20. 76.
3.8 0.2
62. 36.
0.5 0.0
1 7 2
1 3
5 0
0 9 6
flm
148 51 48 0
247
29 274
20 2
325
27 88 5 0
120
5 471 270
0 746
1438
volume e
i
Peak
1 0.964
Factor i
High Int. 08:15 AM 08:15 AM 07:45 AM 108:00 AM
Volume 148 51 48 0 247 29 274 20 2 325I 29 119 6 1 155 6 475 285 Peak 0.94 0.92 0.84
Factor 3 8 81
JAMBOREE ROAD
Out
1932
1592 2524
588 1931 151 0
Right Thru Left Peds
1 �
I
6 o �-�
I
I
I
I
L-�S�
�O D
0 _
N
m t--►
North
" 0
�09
U) c'�
0 —L
F
N t
/26/2003 7:45:00 AM
/26/2003 8:30:00 AM
�>� t0
2 w
r'
�^
Ci
�_ 0
�o���� Cn
0' -1
2 L)
U O
R
o
Turning Movements
N o=
I� >
II
Ixd
nQ.
�Ja
rn
L—>
4 r+
Left Thru Right Peds
201 4001 1051 1
289 526 815
Out In Total
JAMBOREE ROAD
Nt
0 766
0.94 1
JAMBOREE ROAD
Southbound
Start '
Rig j Thr
; Ped
App.
Time
ht I u
Left
s j
Total
Peak Hour From 11:30 AM to 01:15 PM - Pi
Intersecti
12:00 PM
on
Volume
718 311
175 1
1205
Percent
59.. 25..
145 0.1
6 812:45
183 89
47 0
319
Volume
Peak
Factor
High Int.
12:45 PM
Volume
183 89
47 0
319
Peak
0.94 Factor
4 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0303097
Site Code ; 00001944
Start Date : 03/26/2003
Page No : 3
PACIFIC COAST HIGHWAY
JAMBOREE ROAD
! PACIFIC COAST HIGHWAY
Westbound
Northbound
i Eastbound
__
---
Rig
9 Thr
Left
Ped
A pp'
Rig
g
Thr
Ped
Left
A RigThr
pp' i
Ped
Left !
A pp'
Int.
ht
t
s
Total
ht
u
s
Total ht ! u ;
_ _ s
Total
Total
ik1 of
_
>56
159
181
3 1949
151
283
45 2
i
4811 37 141
566 0
2024
5659
13. 77.
9.3 0.2
31. 58.
9.4 0.4
70. 1.8
28. 0.0
1 4
4 8
2 0
67 374
41 0
482
38 70
11 0
119', 10 378
141 0
529
1449
0.976
12:00 PM
55 389 55 2 501
0.97 3
12:30 PM ; 12:45 PM
41 74 14 0 129 10 378 141 0 529,
0.93 . 0.95
2. 7
JAMBOREE ROAD
Out In Totai
1105 1205 2310
718 3---
111 175 1
Right Thru Left Peds
dJ0
D
�
�I
North
/26/2003 12:00:00 PM
I
—
A
/26/2003 12:45:00 PMU�U.j
Pis
N
cCD
Tumin Movements0ao_
w W
j
+, T r
Left Thru Right Peds
451 2831 1511 2
529 481 1 110
Out In Total
JAMBOREE ROAD
P G a-
Transportation Studies, Inc
1350 Reynolds Avenue
Suite 115 File Name : H0303097
Irvine, CA. 92614 Site Code : 00001944
Start Date : 03/26/2003
Page No : 4
JAMBOREE ROAD PACIFIC COAST HIGHWAY JAMBOREE ROAD PACIFIC COAST HIGHWAY Southbound l Westbound Northbound Eastbound
Start Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped App. Rig Thr Ped; App. Int.
Left Left Left Left
Time ht u ' s Total ht u s Total ht u s Total ht u S. Total Total Peak Hour From 03:30 PM to 06:15 PM - Peak 1 of 1
Intersecti
05:15 PM
on
Volume
117 491
194
10 1872
260 180
171
19 2254
Percent
62. 26.
10. 0.5
11. 80.
7.6 0.8
9 2
45 0
05:15
348 101
36 0
485
57 494
40 11
602
Volume
Peak
Factor
High Int.
05:30 PM
05:15 PM
Volume
338 134
55 10
537
57 494
40 11
602
Peak
0.87 0.93
Factor
2 6
107
242
43 5
3971
29 144
844
0 2315 6838
27..
61..
10. 1.3
1.3 62..
36. 0.0
32 60
12 2
1061
1 354
191
0 546 1739
i
0.983
05:15 PM
1 05:45 PM
32 60
12 2
106
10 408
239
0 657.
0.93 0.88
6,
1 JAMBOREE ROAD
Out In Total
1346 1872 3218
1177 491 1941 10
Right Thru Left Peds
i I I L+
North 11 W ^ C)
o/26/2003 5:15:00 PM 2 al Nib D
v NIL /26/20036:00:00PM i
U oD Turning Movements o =
m `L
a a Iv 0
Left Thru A ht Peds
431 2421 1071 5
691 397 1088
Out In Total
JAMBOREE ROAD
PO
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115 File Name : H0303099
N-S Direction: NEWPORT CENTER DRIVE Irvine, CA. 92614 Site Code : 00000919 E-W Direction: PACIFIC COAST HIGHWAY Start Date : 04/01/2003 Page No :1
r'rnunn Printed- Ti minn Movements
NEWPORT CENTER DRIVE
Southbound
i PACIFIC COAST HIGHWAY
I Westbound
I NEWPORT CENTER DRIVE
Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time !
Right:
Thru
Left I Peds
i Right
=jThr=uLeftPeds
Right
Thru
Left
Peds I
Right
Thru
Left
Peds
Factor
1.0 ,
1.0 :
1.01 1.0
j 1.01
1.01 1.01
.01
1.0 :
1.0 1.0
1.0 1
1.0 1
07:15 AM
07:30 AM
07:45 AM
16 19
14 0
0 0
9 0
7 3
11 2 I
34 36
39 271
283
276
0 0
0 01
0 1
0 0
0 0
0 0
0 0
0 8
2 0
0 0
0 331
329
334
68 72
74 0
2 1
- Total
49 0
27 5
109
830
0 1
0 0
0 10 i
0 994
214
3 Int.
Total
737
753
752
2242
08:00 AM 12 0 13 0 31 291 0 01 0 0 1 0 0 337 80
0 765
08:15 AM
18 0
6 0
40 279
0 0
0 0
0 0
0 341
76 0
760
08:30 AM
22 0
10 2
42 287
0 0
0 0
0 1
0 339
78 1
782
08:45 AM
26 0
8 2
37 280
0 3
0 0
0 2
0 343
66 1
768
_
Total
78 0
37 4
150
1137
0 31
0 0
1 3
0 1360
300
_
2 3075
09:00 AM
24 0
4 01
33 298
0 0
0 0
0 0 1
0 336
69 0 i
764
*** BREAK ***
Total
24 0
4 01
33 298
0 0
0 0
0 0]
0 336
69 _
0_
764
*** BREAK "*
03:30 PM
97 0
45 0
23 394
0 0
0 0
0 0
0 361
74 0
994
0_3:45 PM
109
0 53
0 29
382
0 0
0 0
0 0
0 374
86 0
1033
Total
206
0 98
0 52
776
0 0
0 0
0 _ 0-
0 735
__
160
_
0 2027
04:00 PM
103
0 57
0 31
379
0 0
0 0
0 0 1
1 384
79 0
1034
04:15 PM
124
0 50
0 27
387
0 0
1 0
0 1j
0 379
73 2
1044
04:30 PM
129
0 64
1 41
416
0 0
0 0
0 0 1
0 397
83 1
1132
04_45 PM
121
0 69
5 39
420
0 0
0 0
0 01
0 390
89-
4 1137
Total
477
0 240
6. 13B
1602
0 0
1 0
0 1 1
1 1550
324
7 4347
05:00 PM
117
0 104
0 34
412
0 0
0 0
0 0 1
0 414
77 0
1158
05:15 PM
131
0 62
0 44
434
0 0
0 0
0 0
0 426
89 0
1186
05:30 PM
127
0 65
0 36
424
0 0
0 0
0 0
0 402
80 0
1134
05:45 PM
120
0 54
0 37
426
0 0
0 0
0 0 L
4 389
76 0
1106
Total
495
0 285
0 151
1696
0 0
0 0
0 01
4 1631
--___
322
_
0 4584
-06:00 PM
114
0 60
0 30
419
0 0
0 0
0 0
0 376
71 0
1070
06:15 PM
126
0 51
0 40
392
0 0
0 0
0 0
0 381
82 0
1072
Grand Total
1569
0 802
15 703
7150
0 4
1 0
1 14
5 7363
1542
12 19181
Apprch %
65.8 0.0
33.6 0.6
8.9 91.0
0.0 0.1
6.3 0.0
6.3 87.5
0.1 82.5
17.3 0.1
Total %
8.2 0.0
4.2 0.1
3.7 37.3
0.0 0.0
0.0 0.0
0.0 0.1
0.0 38.4
8.0 0.1
U
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
NEWPORT CENTER DRIVE
PACIFIC COAST HIGHWAY
Southbound
j
Westbound
Start i
_
Rig Thr:
Left
Ped I App.
Rig
Thr
Left
Ped
App.
Time i
-
ht u
s Total
ht
u j I
s
Total
Peak Hour From 07:15 AM to 09:00 AM - Peak 1 of 1
Intersecti
08:00 AM
on
Volume
78 0 37
4 1191
150
113 0
3 1290
Percent
65 31:
0.0 3.4
11. 88.
0.0 0.2
5 1
6 1
08:30
22 0 10
2 34
42 287 0
0 329
Volume
Peak
Factor
High Int.
08:45 AM
08:30 AM
Volume
26 0 8
2 36I
42 287 0
0 329I
Peak
0.82 0.98
Factor
6 0
File Name : H0303099
Site Code : 00000919
Start Date : 04/01/2003
Page No :2
NEWPORT CENTER DRIVE
PACIFIC COAST HIGHWAY
Northbound
Eastbound_
Rig
Thr
Left
Ped
App.
Rig
�
Thr ; Left
__
Ped
_
App.
Int.
hi
u
s j
Total :
ht
u i
s
_Total .
Total
0 0
1 3
41 0
'30 300
2 1662
3075
0.0 0.0
25. 75.
0.0 81. 18.
0.1 0
0 I
8 0
0 0
1 11
0 339 78
1 418
782
0.983
08:45
AM
08:30
AM
0 0
0 2
21 0
339 78
1 418
0.50 0.99 ;
01 4.
Out In Total
1 450 119 569
781 01 371 4
Right Thru Left Pads
� 1 L+
Noth
1112003 8:00:00 AM
1112003 8:45:00 AM
Turning Movements
4� T r
Left Thru Right Peds_.
t' 0 01 3
4 Out In Total
r o
Transportation Studies, Inc
1350 Reynolds Avenue
Suite 115
File Name : H0303099
Irvine, CA.
92614
Site Code : 00000919
Start Date : 04/01/2003
Page No : 3
NEWPORT CENTER DRIVE
PACIFIC COAST HIGHWAY
NEWPORT CENTER
DRIVE ! PACIFIC COAST HIGHWAY
Southbound
I Westbound
Northbound
Eastbound _
Start j Rig Thr I Left
Ped I App.
Rig
I Thr Left
Ped I App.
Rig
Thr
Left
Ped
App. ! Rig j Thr Left
Ped App. Int.
Time:
ht i u ;
s ! Total
ht
u
s I Total
ht
u
s , Total ; Fit;` u _
s Total Total
Peak Hour From 03:30 PM to 06:15 PM - Peak 1 of 1
Intersecti
04:45 PM
on
Volume
496 0 300
IIII
5 801
153 1600 0
0 1843
0 0
0 0
0 i 0 162 335
4 1971 4615
Percent
61. 37.
0.0 0.6
91. 8.3 0.0
0.0 0.0
0.0 0.0
0.0 82. 17.
0.0 0.2
9 5
7 8 0
131 0 62
0 193
44 434 0
0 478
0 0
0 0
01 0 426 89
0 515 1186
Volume
Peak
0.973
Factor
!
High Int.
05:00 PM
05:15 PM
i 05:15 PM
Volume
117 0 104
0 221 1
44 434 0
0 478 '
0 0
0 0
01 0 426 89
0 515
Peak
0.90 0.96
I
0.95 Factor
6 4
7 NEWPORT CENTER DRIVE
Out In Total
488 801 1289
496 0 300 5
Right Thru Left Peds
1 >—r v
�F a � T ?w w�c)
s _
(_9 i N ' North ^' n
x i
y /2003 4:45:00 PM > Io« �Tunning
13:00 PM O10r
� Movements G)
N
`A
+1 T r
Left Thru Rt ht Peds
01 0 01 0
0 � 0
out In Total
NEWPORT CENTER DRIVE
F46
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name : H0303100
N-S Direction:
AVOCADO
Irvine, CA. 92614
Site Code : 00000919
E-W Direction:
PACIFIC
COAST HIGHWAY
Start Date : 04/01/2003
Page
No : 1
Groups Printed- Turning
Movements
_
AVOCADO
r PACIFIC COAST HIGHWAY
AVOCADO
__
PACIFIC
COAST HIGHWAY
Southbound
Westbound
�_
Northbound
Eastbound.__._
_ ..---
_
Start Time !
Right;
Thru I
Left ,
Peds
Right
Thru
Left
Peds I
Right
, Thru
Left
Peds �
Right ,
Thru ,
Left
Peds
Total
Factor!
1.0;
1.0 1.0 I
1.011
1.0 1.0
1.01 1.0
1.0 1.0
1.0 1.0 1
1.0 1.0
1 A-
07:15 AM
17 9 12 01
31 192
12 1
11 16
16 5 I
6 301
21 0
650
07:30 AM
10 11
17 0;
36 188
13 2
9 12
14 3
8 311
26 2
662
07:45 AM
9 13
14 01
34 196
16 3
13 19
12 5
11 309
24 0 :
678
Total
36 33
43 01
101
576
41 6
33 47
42 13
25 921
71 2
1990
08:00 AM
12 14
16 0
32 291
18 0
16 17
19 0 i
9 321
33 0
798
08:15 AM
7 16
17 0
37 289
12 2
12 22
13 0
13 315
29 0
784
08:30 AM
6 10
13 0
33 281
14 1
14 15
17 31
10 304
23 0
744
08:45 AM
12 8
19 0
39 296
21 0
15 23
15 1 1
12 319
25 0
805
Total
37 48
65 0
141
1157
65 3
57 77
64 41
44 1259
110
0 M93
09:00 AM
11 12
15 41
35 310
10 4 �
18 18
12 01
9 303
28 1 .
790
*** BREAK
Total
11 12
15 41
35 310
10 41
18 18
12 01
9 303
28 1
790
*** BREAK ***
03:30 PM
40 27
49 31
35 312
28 3 j
21 14
23 4 I
11 352
50 0
972
03:45 PM
47 33
53 1
32 317
25 2 I
28 26
31 01_
13 369
46__
1 1024
Total
87 60
102
4j
67 629
53 5
49 40
54 41
24 _
721
96 1
1996
04:00 PM
51 29
47 0
43 329
33 0
26 23
29 0
17 360
54 0
1041
04:15 PM
54 31
56 0
39 326
31 1
34 21
27 0
21 372
59 0:
1072
04:30 PM
50 35
59 1
46 346
39 1
31 29
33 0
19 358
61 0-
1108
04:45 PM
48 30
50 0
40 339
36 0
27 20
24 0
14 349
48 0.
1025
Total
203
125
212
1 168
1340
139
2 118,
93 113
01 71
1439
222
0 4246
05:00 PM
41. 26
46 0
38 320
29 5
23 17
25 0
15 405
42 1
1033
05:15 PM
37 25
48 0
36 322
27 0
24 19
34 0
21 397
47 1
1038
05:30 PM
39 28
45 0
31 318
35 2
22 13
26 0
9 406
52 2.
1028
05:45 PM
43 24
51 1
34 310
26 2
23 18
22 0
12 384
53 0.
1003
Total
160
103
190
1 139
1270
117
91 92
67 107
01 57
1592
194
_
4 _4102
06:00 PM
36 28
44 0
33 316
24 0
25 17
24 0
13 370
42 0
972
06:15 PM
33 22
48 1
31 312
22 1
23 16
23 0
11 365
44 0
952
Grand Total
603
431
719
11 715
5910
471
30 415
375
439
21I
254
6970
807
8:
18179
Apprch %
34.2 24.4
40.8 0.6
10.0 82.9
6.6 0.4
33.2 30.0
35.1 1.71
3.2 86.7
10.0 0.1
Total %
3.3 2.4
4.0 0.1 i
3.9 32.5
2.6 0.2
2.3 2.1
2.4 0.1
1.4 38.3
4.4 0.0
P Z %
AVOCADO
Southbound
Start
Rig Thr ! Left j Ped
App.
Time
ht u I s j
Total
Peak Hour From 07:15 AM to 09:00 AM - P
Intersecti
08:00 AM
on
Volume
37 48 65 0
150
Percent
24.32.. 43.
0.0 08:45
12 8 19 0
39 Volume
Peak
Factor
High Int.
08:00 AM
Volume
12 14 16 0
42 Peak
0.89 Factor
3 'awe Io..J
N J
2 = 7 N 2
O vL
VO— L 9
na. J i
a
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
PACIFIC COAST HIGHWAY
Westbound
Rig
Thr
Left Ped
App.
ht
u
I s
Total
mk1of1
141
115
65 3
1366
10. 84.
4.8 0.2
3 7
39 296
21 0
356
08:45 AM
39 296
21 0
356
0.95 9
File Name : H0303100
Site Code : 00000919
Start Date : 04/01/2003
Page No :2
IT HIGHWAY
Northbound
Eastbound
Rig
Thr
Left Ped
App.
Rig Thr Left Ped
App.
Int.
ht
u i
' s
Total
ht u __ sTotal
Total
I
57 77
64 4
2021
44 129 110 0
1413.
3131
28. 38,
31. 2.0
I
3.1 S9.
7.8 0.0
2 1
7 1
15 23
15 1
541
12 319 25 0
356
805
0.972
08:45
AM
I
08:00 AM
15 23
15 1
54 9 321 33 0
363!
0.93 0.97 ,
5 3'
AVOCADO
Out In Total
328 150 1 478
r 371 481 651 0
Right Thru Left Pads
! 1' 1 4
N�h
/1l2003 8:00:00 AM
/112003 8:45:00 AM
Turning Movements
#1 T r
Left Thru Ri ht Peds
641 77 57 4
157 202 359
Out In Total
AVOCADO
F46
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
AVOCADO PACIFIC COAST HI(
Southbound Westbound
Start Rig i Thr' Left' Ped I App. I Rig Thr j Left Pe
Time ht i u s I Total I ht u 1
aak Hour From 03:30 PM to 06:15 PM - Peak 1 of 1
Intersect; 04:00 PM
on
Volume 203 125 212 1 541 168 130 139 2 1649
Percent 37. 23. 39. 0.2 I 10. 81. 8.4 0.1
5 1 2 2 3
04:30 50 35 59 1 1451 46 346 39 1 432
Volume
Peak
Factor
High Int. 04:30 PM 04:30 PM
Volume 50 35 59 1 145 '46 346 39 1 432
Peak 0.93 0.95
Factor 3 4
s I Total ht
AVOCADO
Northbound
Ir Left Ped App.
u s . Total
File Name : H0303100
Site Code : 00000919
Start Date : 04/01/2003
Page No :3
IFIC COAST HIGRWRY
Eastbound
Thr Left Ped . App. Int.
_u_s Total Total
118
93 113
0 i
324',
71 143
222
0 1732 4246
36. 28.
34. 0.0
4.1 83.
12. 0.0
4 7
9 1
8 31
29 33
0 93
19 358
61 0
438 1108
0.958
04:30
PM
1 04:15 PM
31 29
33 0
93 21
372
59 0
452
0.87 0.95
11 8
AVOCADO
Out In Total
483 541 1024
203T 125 F 212 1
Right Thr u Lett Peds
<; I �1� �J ? o a
_ F—
c7 fo North LJ
Cl) c /112003 4:00:00 PM ml❑ D
O n 11/2003 4:45:00 PM AEI
a: 5 —10 Tumin Movements _
d D. _ N N � �
T r
Left Thru Right Peds
113 93 118 0
335 - 324 659
Out In Total
AVOCADO
P4 9
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: MACARTHUR BOULEVARD Irvine, CA. 92614
E-W Direction: PACIFIC COAST HIGHWAY
r,rniinc Prin4arl_Tnminn Mnvamank
File Name : H0303101
Site Code : 00000921
Start Date : 04/01/2003
Page No :1
MAC ARTHUR BOULEVARD
Southbound
PACIFIC COAST HIGHWAY
Westbound
MAC ARTHUR BOULEVARD
Northbound
PACIFIC COAST HIGHWAY
Eastbound
Start Time' Right
I Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds I Right
Thru
Left:
Peds
Factor
1.0 1.01
1.01 1.0
1.01 1.01
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1
_1.0_ -.
_
07:15 AM
07:30 AM
07:45 AM
44 73
106
1 0
0 125
129
122
0 0
0 268
285
262
225
260
276
0 0
0 1
1 0
0 0
0 0
0 0
0 0
0 0 I
0 1
0 0
0 208
239
226
111
159
133
0 0
0 Total
223
1 376
0 815
761
0 2
0 0
0 1 j
0 673
403
0 Int.
Total
--983
1146
1126
3255
08:00 AM
85 0
116
2 265
196
1 1
0 0
1 01
0 235
124
0 1026
08:15 AM
94 0
106
1 271
231
0 0
0 0
0 1
0 263
116
1 1084
08:30 AM
72 0
115
0 248
306
0 0
0 0
0 1
0 223
111
0 1076
08:45 AM
97 0
124
1 219
269
0 1
0 0
0 0
0 227
87 ;
1 025
Total
348
0 4.61
4 1003
1002
1 2
0 0
1 21
0 948
___
438
__ __0 _
1 _
4211
09:00 AM
92 0
136
0 j
197
268
0 41
0 0
0 21
0 208
99 0
1006
.«« B_REA_K -
Total
92 0
136
0 197
268
0 41
0 0
0 2
0 208
99 0
1006
"«" BREAK -
11:30 AM
64 0
125
0 140
246
0 1
0 0
0 0
0 285
93 0
954
11:45 AM
77 0
160
0 164
234
0 0
0 0
0 0
0 257
88 0
980
Total
141
0 285
01 304
_
480
0 1
0 0
0 01
.0
542
181
0 1934
12:00 PM
83 0
162
0 154
273
0 0
0 0
0 0
0 262
96 0,
1030
12:15 PM
90 0
147
0 119
271
0 2
0 0
0 0
0 272
92 1.
994
12:30 PM
92 0
156
0 160
238
0 10
0 0
0 1
0 244
101
0 1002
12:45 PM
75 0
162
2 156
247
0 0
0 0
0 01
1 283
113
0 1039
01:00 PM 77
01:15 PM 80
BREAK -
Total 157
BREAK """
03:30 PM 75
03:45 PM 89
Total 164
04:00 PM 85
04:15 PM 80
04:30 PM 92
04:45 PM 88
05:00 PM 93
05:15 PM 97
05:30 PM 97
0 627
2 589
1029
0 12
0 0
0 11
1 1061
402
1 4065
022
1945
20 150
0 157
216
0 0
0 0
0 0
0 264
76 0
0 1967
2 N01
01 342
447
0 0
0 0
0 Oj
0 550
168
0 102
0 100
1 1
117
135
238
264
0 0
_
0 202
_
2 252
502
0 0 141
1 129
313
0 0 162
2 106
296
0 0 116
0 85
293
0 1 140
0 100
324
0 0 128
0 168
0 187
06:00 PM
105
0 181
06:15 PM
83 0
191
Grand Total
2385
4 3967
Apprch %
37A
0.1 62.3
Total %
8.1 0.0
13.5 3 1 420 1226
1 126 296
0 100 249
0 101 280
0 101 278
1 428 1103
2 79 236
0 82 220
14 4511 7274
0.2 38.1 61.5
0.0 15.4 24.8
0 0
0 0
0 0
0 0
1 0.0
0.0 1j 0
2 0
0 4
6 0
1 3
0 4
2 2
39 0.3
0.1 p20
0 0
0 0
0 0
0 0
0 0
0 0.0
0.0 0 0 01
0 0 01
0 0 0
0 0 01
0 0 0
0 0 0
0 0 0
0 0 01
0 0 0
0 0 0:
0 0 Oj
0 0 0
0 0 Oi
0 0 0
0 0 0
0 1 6
0.0 14.3 85.7
0.0 0.0 0.0
0 322
0 373
0 335
1 311
0 347
1 1366
0 358
0 359
0 366
0 361
125
0 981
129
0 1052
254
0 2033
99 1
1144
109
1 1091
104
0. 1002
118
0;
1122
430
2 4359
117
0 1119
99 0
1073
94 0
1128
92 0
1097
U
1444
402
0 4417
0 330
102
0 1037
0 336
91 0
1005
2 8111
2970
4 29289
0.0 73.2
26.8 0.0
0.0 27.7
10.1 0.0
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
MAC ARTHUR BOULEVARD
PACIFIC COAST HIGHWAY
Southbound
Westbound
Start
Rig ' Thr
ILeft ' Ped App.
Rig
Thr
Left
Ped
App.
Time I
ht u
s Total
ht
u
s
Total
Peak Hour From 07:15 AM to 09:00 AM - Peak 1 of 1
Intersecti
07:30 AM
on
Volume
358 0
473 3 834
108 963
1 2
2049
Percent
42.. 0.0
56. 0.4
52. 47..
0.0 0.1
07:30
73 0
129 0 202
285 260
0 1
546
Volume
Peak
Factor
High Int.
07:45 AM
07:30 AM
Volume
106 0
122 0 228
285 260
0 1
546
Peak
0.91 -
0.93 Factor
4 8 1
Left
0 0 1 2
0.0 0.0 33. 66.
3 7
0 0 0 0
3 0
07:45 AM .
0 0 0 1 1
0.75 0
Out In Total
1615 834 2449'
i
3581 01 473 3
Right Thr u Left Peds
North
11/2003 7:3D:00 AM
11/2003 8:15:00 AM
TurninG Movements
+, t rr
Left Thru Right Peds
1 0 0 2
17 3
Out In Total
File Name : H0303101
Site Code : 00000921
Start Date : 04/01/2003
Page No : 2
COAST HIGHWAY
Eastbound
wed App. Int.
Left' s Total Total
0 963
'532
1 1496 4382
0.0 64.
35. 0.1
4 6
0 239
159
0 398 1146
0.956
07:30 AM
0 239
159
0 398
0.94 0
L� 10
T
—2 f0 r
A �
1 s,
i
M a o
CL iJ fi cm
N Nj N —
MAC ARTHUR BOULEVARD
Southbound
_
Start
Rig i Thr j Ped App.
Left
Time i
ht u 1 I S Total
Peak Hour From 11:30 AM to 01:15 PM - Pq
Intersecti
12:00 PM
on
Volume
340 0 627 2 969
Percent
35. 0.0 64. 0.2
75 0 162 2 2391
Volume
Peak
Factor
High Int.
12:30 PM
Volume
92 0 156 0 248I
Peak
0.97 Factor
7 Transportation Studies, Inc,
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
ui Left�'—s T'
1 589 102 0 12 1630
36. 63. 0.0 0.7
1 1
156 247 0 0 4031
12:00 PM
154 273 0 0 4211
0.95 4
File Name :
H0303101
Site Code :
00000921
Start Date :
04/01/2003
Page No :
3 PACIFIC COAST HIGHWAY
Eastbound _
rug
I nrLeft
rea
Hpp. Rlg Thr Left
Ped App.
Int.
ht
u
u
L s
Total
ht j
u
j
s
Total
Total
0 0
0 1
i
1j
1 106
402
1 1465
4065
0.0 0.0
0.0 100
0.1 74
24 0.1
0 0
0 0
0 1
283
113
0 397
1039
.
0.978
12:30
PM
12:45
PM
0 0
0 1
1I
1 283
113
0 397
0.251
0.92 01
3 MAC ARTHUR BOULEVARD
Out In Total
991 969 1960
340 01 6271 2
RI ht Thru Left Peds
7HN JJ ^f�0 W 0 n
(9 �j P North n
/—j=oN
I-- v 2003 12:00:00 PM r'I Cna r 11//V
Fuming2:45:00 PM
MovementsLL S I�
O
4 Iwio
a Lla NIivIJ �� D
Left Thru Right Peds
0 0 01 1
0 1 0
Out In Total
MAC ARTHUR BOULEVARD
P?2-
MAC ARTHUR B,
Southboi
Start
Rig : Thr
;
Left
Ped '
App.
Time!
ht u
s
Total
eak Hour From
03:30 PM to 06:15 PM - P
Intersecti
04:45 PM
on
Volume
375 1
623
1 1000
Percent
37. 0.1
6 3
0.1 05:30
97 0
187
0 284
Volume
Peak
Factor
High Int.
05:30 PM
Volume
97 0
187
0 284
Peak
0.88 Factor
0 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Westbound
u I Left PC
427 114 0 8 1584
27. 72. 0.0 0.5
0 5
101 280 0 3 3841i
04:45 PM
100 324 0 4 428
0.92 5
File Name : H0303101
Site Code : 00000921
Start Date : 04/01/2003
Page No : 4
UR BOULEVARD i PACIFIC COAST HIGHWAY
rthbound Eastbound
Left Ped App. Rig Thr Left Ped . App. Int.
s Total ht u s Total, Total
i
i
0 0 0 0 01 0 1400 428 0 1858 4442
0.0 0.0 0.0 0.0 j 0.0 77. 23.0 0 0.0
0 0 0 0 01 0 366 94 0 460 1128
I 0.984
0 0 0 0 01
05:00 PM
0 358 117 0 475
0.97 8
MAC ARTHUR BOULEVARD
Out In Total
855 1000 1855
3751 11 6231 1
Right Thru Left Pads
O
Q..IOC' D+OD NUJ I� -�� 1 fh V d I} '—to AINI
o North
Q C m o r/l/20034:45:0mh0 o003 5:30:00 PMLL 5 Nin Movements i= V O'-
Q. `'
Left Thru RIM Peds
0 0 01 0
a o 0
Out In Total
MAC ARTHUR BOULEVARD
pq3
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115 File Name : h0303102
N-S Direction: GOLDENROD AVENUE Irvine, CA. 92614 Site Code : 00000919 E-W Direction: PACIFIC COAST HIGHWAY Start Date : 03/26/2003 Page No : 1
Groups Printed- Turning Movements
GOLDENROD AVENUE PACIFIC COAST HIGHWAY GOLDENROD AVENUE PACIFIC COAST HIGHWAY Cnnkhhnnn.l i IN-thn-A W-fhhnnnri I Fnsfhni inri
Start Time j Right
Thru
I Left j Peds
Right
Thru
Left
Peds
Right
Thru
Left Peds
j Right
Thru i
Left.
Peds
Factor
1.0 1.0
1.0 1.0
1.01 1.01
1.01 1.0
1.01 1.01
1.01 1.01
1.0!
1.01 1.0-1
1.0;
07:15 AM
5 0
5 0
5 358
10 0
5 0
38 1
10 366
2 0
07:30 AM
8 0
7 0
9 512
12 0
9 0
31 5.
19 313
2 2
07:45 AM
7 0
2 1
7 532
_17
311
11 0
33 3
12 318
3 3__
_
Total
20 0
14 1
21 1402
39 31
25 0
102 9 j 41
997
7 5
08:00 AM
10 0
19 0
19 448
6 11
2 0
40 7 j 9
323
10 4
08:15 AM
12 0
24 1
9 477
12 1
9 0
28 4 j 9
349
8 2
08:30 AM
11 0
8 2
5 449
9 5
5 0
27 12 13
321
3 2
08:45 AM
8 0
17 1
1 547
9 4
8 0
28 10! _ 13,
370
4 0_
Total
41 0
68 4
34 1921
36 21
24 0
123 331 44
1363
25 8
Int.
Total
805
929
952
2686
908
945
872
1020
3745
09:00 AM
5 0
3 3
1 445
9 1 j
8 0
32 61
8 286
7 1
815
"' BREAK «««
Total
5 0
3 3
1 445
9 1
8 0
32 6
8 286
7 1
815
BREAK "'
11:30 AM
1 0
9 1
5 348
10 21
8 0
18 7
9 375
10 2
805
11:45 AM
1 0
4 1
1 357
14 6 I
4 0
25 0
13 409
7 5,
847
Total
2 0
13 2
6 705
24 81
12 0
43 71
22 784
17 7
1652
12:00 PM
1 0
2 0
1 362
10 5
9 0
28 4
11 356
10 0
799
12:15 PM
6 0
8 0
4 373
2 3
5 0
25 2
5 373
9 4,
819
12:30 PM
6 0
11 0
1 373
6 6
1 0
21 7
4 436
10 5:
887
12:45 PM
4 0
11 1
4 363
6 2
2 0
24 5
4 418
3 5
852
_
Total
_
17 0
32 1
10 1471
24 16.
17 0
98 181
24 1583
32 14
3357
01:00 PM
9 0
7 2
3 363
4 3
0 0
26 41
8 342
14 10
795
01:15 PM
10 0
8 1
4 357
6 3
1 0
22 9!
6 447
15 4
893
BREAK
Total
19 0
15 31
7 720
10 61
1 0
48 13
14 789
29 f4-
1688
"•" BREAK'"
03:30 PM
8 0
7 1
3 334
3 6
0 0
19 0
7 365
2 1
756
_ 0_3:45 PM
10 0
8 0
2 375
5 5
6 0
6 0
8 431
10 868
Total
18 0
15 1 j
5 709
8 11
6 0
25 01
15 796
_
12 _ _2
3�
_ _
1624
04:00 PM
7 0
4 0
5 383
8 2
3 0
26 0
4 418
6 2'
868
04:15 PM
7 0
10 0 I
7 423
8 7
2 0
12 1
4 456
4 0;
941
04:30 PM
9 0
13 0
1 337
4 7
4 0
25 71
10 556
7 1
981
04:45 PM
4 0
5 1
3 398
4 3
3 0
22 0 i
11 505
11 2 :
972
Total
27 0
32 1
16 1541
24 19
12 0
85 8
29 1935
28 _ _
_5.....
3762
05:00 PM
1 0
10 0
1 374
9 2
4 0
19 41
5 499
2 2,
932
05:15 PM
6 0
7 0
4 372
5 2
1 0
27 7
3 529
8 6
977
05:30 PM
1 0
4 0
2 334
7 16,
1 0
20 4
8 497
2 1:
897
_ 05:45 PM
5 0
10 0
5 299
3 131
4 0
22 1
6 528
8 1
905
Total
13 0
31 0
12 1379
24 331
10 0
88 161
22 2053
20 10
3711
06:00 PM
2 0
9 0
5 321
1 2
2 0
20 11
4 475
14 0
856
06:15 PM
5 0
11 0
5 286
5 9
5 0
28 01
5 551
9 1
920
Grand Total
169
0 243
16 122
10900
204
129
122
0 692
111 I
228
1162
200
68,
24816
Apprch %
39.5 0.0
56.8 3.7
1.1 96.0
1.8 1.1
13.2 0.0
74.8 12.01
1.9 95.9
1.7 0.6
Total %
0.7 0.0
1.0 0.1 i
0.5 43.9
0.8 0.5
0.5 0.0
2.8 0.4
0.9 46.8
0.8 0.3
=1
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Time
ht u I
Left
I - vs i Total
ht u
Left
' vs
Total
-ak Hour From
07:15 AM to 09:00 AM - Peak 1 of 1
Intersecti
08:00 AM
on
Volume
41 0
68 4
113
34 191
36 21
2012
Percent
36' b.0
60 ' 3.5
1.7 955.
1.8 1.0
8 0
17 1
261
1 547
9 4
561
Volume
Peak
Factor
High Int.
08:15 AM
08:45 AM
Volume
12 0
24 1
37 1 547
9 4
561
Peak
0.76 0.89
Factor
4 I
7 File Name : h0303102
Site Code : 00000919
Start Date : 03/26/2003
Page No : 2
GOLDENROD AVENUE PACIFIC COAST HIGHWAY
Northbound ! Eastbound _
:ig Thr Left Ped App. I Rig Thr Left Ped i App. Int.
ht u s Total I. l s i Total Total
24 0 123
33 i
I
18044 136 25 8 1440. 3745
13. 0.0 68.
18. 3.1 94. 1.7 0.6
3 3
3 7
8 0 28
10 46i 13 370 4 0 387 1020
0.918
08:00 AM I ; 08:45 AM
2 0 40 7 491 13 370 4 0 387,
0.911 0.93
81 0
GOLDENROD
Out In Total
59 E7 172
41 01 681 4
Right Thru Left Peds
4-J1 L+
I
> _ _ M
D
CD CI
r� North
r=a 1 �r =I, o
/26/2003 8:00:00 AM o D
cn
0/26/2003 8:45:00 AM r
Turnin2 Movements
ONi q N �O G
a L a H�
U-4
T r
Left Thru Right Peds
123 j 0 24 33
8�80 60
OutIn Total
GOLDENROD AVENUE
P?5
Start ! Rig
j Thr ,
Left
Ped
App.
Time
I ht
I u I
s
Total
Peak Hour From 11:30 AM to 01:00 PM - P
Intersecti
12:00 PM
on
Volume
17 0
32 1
50 Percent
34. 0.0
64. 2.0
12:30
6 0
11 0
17 Volume
Peak
Factor
High Int.
12:30 PM
Volume
6 0
11 0
17 Peak
0.73 Factor
5 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Rig
Thr
Left
Ped
App.
ht
u
s
Total
:ak 1 of 1
j
10 147
24 16
1521
0.7 96,
1.6 1.1
1 373
6 6
386
12:30 PM
1 373
6 6
386
0.98 5
File Name : h0303102
Site Code : 00000919
Start Date : 03/26/2003
Page No : 3
Northbound i Eastbound
Thr Left Ped App. Rig i Thr Lefts
App. Int.
u I s Total ht • u s Total Total
17 0
98 18
I
13324 158 32 14 1653 3357
15 0.0
7�
15 1.5 s5 1.9 0.8
1 0
21 7
29 4 436 10 5 455 887
I 0.946
12:00 PM j 12:30 PM
9 0 28 4 411 4 436 10 5 455
0.81 0.90
1� 8
-GOLDENROD AVENUE
Out In Total
42 50 92
17 0 32 1
Right Thr u Left Pads
q 0
_ ~J
D
NIO T
(7 cn
North
_
n
c'
IN D
a~
0 I N r-rn y
/26/2003 12:00:00 PM
/26/2003 12:45:00 PM
5 CA
U O ^ L I"
Turning Movements
o =
D
a Ja
CL
Hm
" 9
T F+
Left Thru Right Pads
98 0 171 18
48i 133 181
Out In Total
GOLDENROD AVENUE
t_A
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Southbound Westbc
Start j Rig Thr I Left Ped App. Rig Thr Left
Time ht u , s Total ht u
4—ir Prnm n3.3r1 PM to nR•11; PM _ Ponk 1 of 1
Intersecti
04:30 PM
on
Volume
20 0
35 1
56 9
148
22 14
1526
Percent
35. 0.0
62. 1.8
0.6 97.
1.4 0.9
5 0430
9 0
13 0
22 1
337
4 7
349
Volume
Peak
Factor
High Int.
04:30 PM
04:45 PM
Volume
9 0
13 0
22 3
398
4 3
408
Peak
0.63 0.93
Factor
6 5
Northbound
Rig Thr I Ped I App.
Left
File Name : h0303102
Site Code : 00000919
Start Date : 03/26/2003
Page No : 4
Thr Left ! Ped App. Int.
u s Total Total
i
209
12 0
93 18
123
29 28
11 2157 3862
9.8 0.0
75..
14..
1.3 96..
1.3 0.5
6 64
i
0 25
7 361
10 556
7 1
574 981
I
0.984
04:30 PM
04:30 PM
4 0
25 7
3610 556
7 1
574
0.85 0.93
41 9
GOLDENROD AVENUE
Out In Total
37 56 93
20 01 351 1
Rlght Thru Left Pads
r
v
1 Lam•
'O
D
North
mlC) T
�iNl
Q —ur
2 N
—,
/26/2003 4:30:00 PM
—n�
2 �o
�
�I
c1
i ;S D
0 0
V
o
I N' �—
0 i
/26/2003 5:15:00 PM
r
m
j �rni
rn
S
U
LL jl�
00 I
l�v
9'-
Tumin Movements
'oi
mo
bi
Q
w
rn
Q.
Left Thru RI ht Pads
931 01 12 18
I
51 123 174
Out In Total
GOLDENROD AVENUE
P!7
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115 File Name : H0303103
N-S Direction: MARGUERITE Irvine, CA. 92614 Site Code : 00000919 E-W Direction: PACIFIC COAST HIGHWAY Start Date : 04/03/2003 Page No : 1
(-'mane Prinfnri- T-inn KA--ntc
MARGUERITE
PACIFIC COAST HIGHWAY
MARGUERITE
'
PACIFIC COAST HIGHWAY
Southbound
Westbound
Northbound
I
Eastbound
Start Time ! Right
Thru
Left
Peds
Right
Thru
I Left
Peds
Right
Thru
Left'
Peds Right
Thru
Left: Peds
Factor
1.0!
1.0 1.0
1.01 1.0
1.0 1.0
1.0 1.01
1.0 1.0
1.0 .
1.0 1,01
1,0 ; ___120_
07:15 AM
9 18
7 1
1 3
410
5 8
11 15
21 5
11 268
13 4
07:30 AM
14 16
6 2
I 4
413
8 4
10 12
24 61
9 273
11 3
AM
13 19
3 31
6 422
9 31
16 17
26 2
14 281
14 5
_07:45
Total
36 53
16 6
1 13
1245
22 157
37 44
71 13'
34 822�
38 12
08:00 AM
11 14
4 1
7 470
11 3
; 19
22 29
3 12
312
17 2
08:15 AM
12 13
8 3
9 474
13 2
13 20
20 5
13 304
16 4
08:30 AM
9 15
9 4
8 483
14 1
18 19
31 2
16 315
18 1 .
08:45 AM
13 21
7 6
11 479
7 3
14 24
34 2
15 318
19 3 :.
Total
45 63
28 14
35 1906
45 9
64 85
114
121
56 1249
70 10
Int.
Total
809
815
853
2477
937
929
963
_ 976
3805
09:00 AM
10 14
4 21
6 415
12 21
12 20
27 21
17 286
14 4
847
*** BREAK
Total
10 14
4 2 i
6 415
12 21
12 20
27 2 ;
17 286
14 4_
847
*** BREAK ***
11:30 AM
6 13
12 3
4 354
7 2
7 11
13 7
6 374
10 2 .
831
11:45 AM
8 12
14 1
4 362
12 5
6 16
11 4
8 369
7 4
.843
Total
14 25
26 4
8 716
19 7
13 27
24 11 ,
14 743
17 _
6 '
1174
12:00 PM
4 15
11 2
3 369
7 0
5 18
10 6
7 365
11 9
842
12:15 PM
3 17
9 4
6 371
12 1
5 13
14 6
9 379
8 3
860
12:30 PM
9 16
7 1
7 364
9 2
11 12
9 5
13 371
12 8
856
1_2:45 PM
7 11
13 4
6 358
10 2
8 10
12 3
11 _ 380
14 4
___
853
Total
23 59
40 11
22 1462
38 51
29 53
45 20
40 1495
45 24
3411
01:00 PM
7 12
7 6
5 367
13 3
I
9 9
8 4
I
10 375
10 6,
851
01:15 PM
5 14
8 2 I
9 374
8 4
7 12
11 3
7 377
13 7
861
**.*-BREAK ***
Total
12 26
15 8
14 741
21 71
16 21
19 7
17 752
_
23 13
1712
"* BREAK'**
03:30 PM
12 15
19 2
11 341
14 7
7 17
4 6
5 413
7 9
889
PM
14 13
21 4
9 346
17 1
5 24
3 5
6 421
9 2
900
_03:45
Total
26 28
40 6
20 687
31 8
12 41
7 11
11 834
16 _ _
11 17t39
04:00 PM
11 17
24 2
14 324
13 4
9 16
6 4
3 444
11 5
907
04:15 PM
8 14
23 7
8 331
15 1
7 21
4 3
7 441
13 4.
907
04:30 PM
10 16
26 1
12 336
14 4
6 18
5 3
4 449
12 5
921
04:45 PM
13 18
24 2
11 330
16 2
10 20
4 6
8 450
10 4
928_
Total
42 65
97 121
45 1321
58 11
32 75
19 _
16 22
1784
46 18.
3663
05:00 PM
16 15
31 6
10 309
19 4
11 22
7 2
4 462
14 4
936
05:15 PM
12 19
28 3
14 314
17 3
8 24
6 4
5 467
11 0
935
05:30 PM
15 22
32 3
15 319
18 1
12 19
8 5
6 459
13 2 .
949
PM
14 20
34 4
12 322
15 21
12 18
9 1
8 463
952
_0_5:45
Total
57 76
125
16 51
1264
69 101
43 83
30 12
23 1851
_15
53 _3
9 _
3772
06:00 PM
13 16
25 1
11 276
13 4
10 17
7 1
7 478
12 3
894
06:15 PM
12 17
28 0
10 266
12 2
12 14
10 51
7 475
9 2
881
Grand Total
290
442
444
80 235
1029
340
80 280
480
373
1101
248
1079
343
112
24925
Apprch %
23.1 35.2
35.4 6.4
2.1 94.0
3.1 0.7
22.5 38.6
30.0 8.8
2.2 93.9
3.0 1.0
Total %
1.2 1.8
1.8 0.3
0.9 41.3
1.4 0.3
1.1 1.9
1.5 0.4
1.0 43.2
1.4 0.4
i Soutnoouna
Start
Rig
Thr
Left
Ped .
App.
Time
ht
u
s
Total
Peak Hour From 07:15 AM to
09:00 AM - P
Intersecti
08:00 AM
on
Volume
45 63
28 14
150
Percent
300. 42..
18. 9.3
08:45
13 21
7 6
47 Volume
Peak
Factor
High Int.
08:45 AM
Volume
13 21
7 6
47 Peak
0.79 Factor
8 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
File Name : H0303103
Irvine, CA, 92614
Site Code : 00000919
Start Date : 04/03/2003
Page No : 2
HIGHWAY
Rig
Thr
Left
Ped
App.
Rig
Thr
Left
Ped
App. Rig
Thr
; Ped
Left
App.
Int.
ht
u
s�
Totai
ht
u
s
Total ht
u
s Total
,'_Total
:ak 1 of 1
i
35 196
45 9
1995
64 85
114
12 I
275 56
129
70 10
1385
3805
95 1.8
2.3 0.5
23. 30.
41. 4.4
4.0 90.
5.1 0.7
5 3
9 5
2 11 479
7 3
500
14 24
34 2
74i 15
318
19 3
355
976
i
0.975
08:30 AM
08:45 AM
08:45 AM
8 483
14 1
506
14 24
34 2
74I 15
318
19 3
355
0.98 6
0.92 91
0.97 5
MARGUERITE —
out In Total
190 150 340
451 631 281 14
Right Thru Left Peds
4J 1
I
H� izi
2rth
r 'O i t---► �--- eo n
CO O
Q _ 13/2003 8:00:00 AM
O o} /3/2003 8:45:00 AM
N
a Tuming Movements
CD Wlo
Q m n Y
T r
Leff Thru Right Peds
1141 851 641 12
i
164 275 439
Out In Total
MARGUERITE
p7/
MARGUERITE
Southbound
_
Start
Rig
' Thr
i Left
Ped
App.
Time
ht
I u
s
Total
Bak Hour From
11:30 AM to 01:15 PM - Pi
Intersecti
12:30 PM
on
Volume
28 53
35 13
129
Percent
21. 41.
27. 10.
7 1
1 1
01:15
5 14
8 2
29 Volume
Peak
Factor
High Int.
12:45 PM
Volume
7 11
13 4
351
Peak
0.92 Factor
1 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0303103
Site Code : 00000919
Start Date : 04/03/2003
Page No : 3
vvestoouna
rvonnoounu
Ca5[OPUnO
Rig
ht
Thr
u
Left
Ped
s
App.
Total
Rig
ht
Thr
u
Ped
Left s
_
App. ' Rig Thr; ' Ped
Total ht u ! Left i s :
App.
Total ....
Int.
Total
yak 1 of 1
I
27 146
40 11
1541
35 43
40 15
I
1331 41 150 49 25
1618
3421
1.8 94
2.6 0.7
26. 32.
30. 11.
I 92
2.5 3.0 1.5
9 3
3 1 3
9 9
374
8 4
395`
7 12
11 3
33 7 377 13 7
404
861
0.993
01:15 PM 12:30 PM
9 374 8 4 395 11 12 9
0.97 5
j 12:45 PM
5 37 11 380 14 4 409;
0.89 0.98
91 9
MARGUERITE
Out In Total
119 129 248
281 531 351 13
Right Thru Left Peds
1—� 1 �—C
O D
2 ~ fIJ
C7 I
North
^ v
'
" n
= m I N `
Q C fp ~
/3/2003 12:30:00 PM
C W
O
D
O0 1v t�
13/2003 1:15:00 PM
—� j�
M ;I�
—0 N V
Turning Movements
_
IIS�O
Q 0-
a
N
L� D
4, T IF+
Left Thru Right Peds
401 43 351 15
134 133 267
Out In Total
MARGUERITE
P go
. a ' U' I
Time ; ht ; u
Left
"S I
s
NN.
Total
sak Hour From 03:30 PM to 06:15
PM - P
Intersecti
05:00 PM
on
Volume
57 76
125
16 274
Percent
20. 27.
45. 5.8
8 7
6 05:45
14 20
34 4
72 Volume
Peak
Factor
High Int.
05:30 PM
Volume
15 22
32 3
72 Peak
0.95 Factor
1 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
",y ' Left .i
"
ht u s Tota
-ak 1 of 1
51 126 69 10 1394
3.7 90 4.9 0.7
12 322 15 2 351
05:30 PM
15 319 18 1 353
0.98 7i
Left
File Name : H0303103
Site Code : 00000919
Start Date : 04/03/2003
Page No : 4
PACIFIC COAST HIGHWAY
Eastbound
Rig! Thr, Left ; Ped App. Int.
ht j u s 1 Total Total
43 83
30 12
1681 23 185 53 9 1936 3772
25. 49.
17. 7.1
1.2 95. 2.7 0.5
6 4
9 6
12 18
9 1
401 8 463 15 3 489 952
0.991
05:30 PM 105:45 PM
12 19 8 5 44' 8 463 15 3 489
0.95 0.99
51 0.
MARGUMITE
Out In Total
187 274 461
57 761 1251 16
Right Thru Left Peds
fJl 1
O T
c� N 2 North
2 tOl GD .c-1---Sral n
2�
O _gym l N � /3/2003 5:00:00 PM
U /3/2003 5:45:00 PM I a
L
LL 5 ^ o �TurningMovements r {
U O
a Ja m o Iw,d D
r
Left Thru Right Peds
301 831 431 12
168 168 336
Out In Total
MARGUERITE
P Ti
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name : H0303104
N-S Direction:
POPPY
Irvine, CA.
92614
Site Code : 00000919
E-W Direction:
PACIFIC COAST HIGHWAY
Start Date : 04/02/2003
Page No :1
Grows Printed- Tu ing Movements
POPPY
PACIFIC COAST HIGHWAY
POPPY
PACIFIC COAST HIGHWAY
Souhbound
Westbound
Northbound
Eastbound
__
_
_
Start Time Right
Thru
Left
Peds
Right!
Thru
Left
Peds'
Right
Thru i
Left �
_j
Peds!
_
Right
Thru
Left `
Peds
Total
Factor
1.0 :
1.01 1.01
1.01 1.01
1.01 1.01
1.0.1 1.01
1.01 1.01
1.01 1.01
1.0 i
1.0 1,0
07:15 AM
1 0
10 2
2 400
2 2
5 0
4 3;
0 274
5 2
712
07:30 AM
2 3
7 3
5 392
2 3
10 1
8 1
3 290
0 3
733
AM
4 2
9 2
3 389
1 1
8 4
4 1!
7 310
2 7
754
_0_7_:45
Total
7 5
26 7
10 1181
5 6
23 5
16 6]
10 874
7 12
2199
08:00 AM
4 4
6 01
8 431
4 3
13 6
5 51
4 248
4 2
747
08:15 AM
6 7
6 2
7 429
3 6
12 3
2 3;
6 269
4 0
765
08:30 AM
3 6
7 1
6 427
6 2
11 7
9 0
9 257
2 4
757
08:45 AM
5 8
4 0
9 436
4 3
9 9
7 4
7 246
6 1
758
Total
18 25
23 3
30 1723
17 14
45 25
23 121
26 1020
16 7
3027
09:00 AM
6 9
11 2 j
8 433
2 21
8 6
6 11
5 313
7 3
822
BREAK "`
Total
6 9
11 2
8 433
2 2j
8 6
6 1 j
5 313
7 3
822
BREAK "`
11:30 AM
12 11
9 5
14 370
8 7
14 10
16 4 I
9 289
12 9
799
11:45 AM
10 13
11 7
13 364
7 6
17 9
14 10 I
6 281
13 9;
790
Total
22 24
20 12 1
27 734
15 131
31 19
30 141
15 570
25 18
1589
12:00 PM
15 16
10 5
8 369
5 7
13 11
12 2 ;
5 278
10 5
771
12:15 PM
13 14
14 3
9 358
4 7
12 12
15 4 I
4 264
9 4
746
12:30 PM
11 12
7 3
10 354
6 6
11 7
10 2'
6 269
13 4
731
1.2:45 PM
9 11
8 3 I
11 363
3 2
16 8 _
13 5 I
7 276
18 760
Total
48 53
39 14 1
38 1444
18 22
52 38
50 131
22 1087
50 _7
20 3008
01:00 PM
10 8
6 11
9 360
5 9
11 5
11 7
8 271
12 10
753
01:15 PM
8 10
9 5 I
7 371
4 8
14 6
12 7
5 283
11 6.
766
BREAK '**
Total
18 18
15 16
16 731
9 171
25 11
23 141 13
554
_
23 16
1519
BREAK
03:30 PM
8 2
9 2
4 350
1 4
3 4
8 5;
6 433
3 2
844
03:45 PM
10 3
8 2
6 386
2 3
4 6
6 1 1
5 459
7 4
912
Total
18 5
17 4
10 736
3 71
7 10
14 61 11
892
10 6-,-
_
1756
04:00 PM
13 5
8 1
7 291
3 3
6 8
6 4
8 457
5 6
831
04:15 PM
12 6
6 3
8 293
4 1
3 7
7 5
9 453
8 41
829
04:30 PM
13 3
7 4
9 288
3 5
4 6
9 6
5 461
7 7'
837
04:45 PM
11 4
10 2
8 280
4 1;
7 9
8 31
8 449
4 5_
813
Total
49 18
31 101
32 1152
14 101
20 30
30 181
30 1820
24 22
_
331b
05:00 PM
12 3
11 1
7 327
5 0
9 8
10 41
9 466
8 2
882
05:15 PM
10 5
12 3
6 332
3 1
11 7
7 3 1
7 464
6 1
878
05:30 PM
14 9
15 4
9 334
4 1
13 9
8 1'
6 481
9 3
920
05:45 PM
11 5
10 3 I
8 331
6 2
12 10
9 008
472
7 0
894
Total
47 22
48 11
30 1324
18 4
45 34
34 8 ,
30 1883
30 6 :
3574
06:00 PM
8 6
11 2
9 297
8 1
10 9
10 1
4 454
8 0
838
06:15 PM
9 7
13 0
8 299
6 2
9 11
12 2 I
8 450
6 1
843
Grand Total
250
192
254
81 218
1005
115
98 275
198
248
941
174
9917
206
111
22485
Apprch %
32.2 24.7
32.7 10.4
1 2.1
95.9 1.1
0.9 33.7
24.3 30.4
11.5 1.7
95.3 2.0
1.1 Total %
1.1 0.9
1.1 0.4
1.0 -
44.7 0.5
0.4 1.2
0.9 1.1
0.41 0.8
44.1 0.9
0.5 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
POPPY PACIFIC COAS
Southbound Westbc
Start ! Rig I Thr I Left Ped App. Rig Thr I Left
Time' ht : u i s Total ht u I
Peak Hour From 07:15 AM to 09:00 AM - Peak 1 of 1
Intersecti
08:15 AM
on
Volume
20 30
28 5
83 Percent
21. 36.
33,
6.0 09:00
6 9
11 2
28 Volume
Peak
Factor
High Int.
09:00 AM
Volume
6 9
11 2
28 Peak
0.74 Factor
1 >_D
� N J
2 �
_ O !
QU)
O N
U a
LL � � m
U 0 .6
a n�.
a
30 172 15 13 1783
1.7 96 0.8 0.7
8 433 2 2 445
08:45 AM
9 436 4 3 452
0.98 6,
File Name : H0303104
Site Code : 00000919
Start Date : 04/0212003
Page No : 2
POPPY
I
PACIFIC COAST HIGHWAY
Northbound
Eastbound
Rig
Thr
Left
Ped
I
App.
Rig
Thr'
Left
Ped :
App.
Int.
ht
u
s
Total I
ht
u
j
s
Total
Total
40 25
24 8
97 27
105
19 8
1139
3102
41. 25.
24. 8.2
2.4 95'
1.7 0.7
2 8
7 3
8 6
6 1
211
5 313
7 3
328
822
0.943
08:45
AM
109:00
AM
9 9
7 4
29 5
313
7 3
328
0.83 0.86
6 8
POPPY
Out In Total
74 83 157
201 301 281 5
Right Thru Left Peds
1-'f 1 IL/
N�h
/2/2003 8:15:00 AM
/2/2003 9:00:00 AM
1 Tuminq Movements
+i T IFo
Left Thru Right Peds
24 25 40 8
72 97 169
Out In Total
POPPY
193
0 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine. CA. 92614
Start j Rig I Thr I
Ped
App. I
Rig I Thr I
Ped
App.
Time :
Left
ht i u l
s
Total I
ht u .1
Left
s
Total
aak Hour From
11:30 AM to 01:15 PM - Peak 1 of 1
Intersecti
11:30 AM
on
Volume
50 54 44
20 168 j
44 146
24 27
1556
Percent
29. 32. 26.
11. 2 8 93•
1.5 1.7
8 1 2
9 9
11:30
12 11 9
5 1
37 14 370
8 7
399
Volume
Peak
Factor
High Int.
12:00 PM
11:30 AM
Volume
15 16 10
5 46
14 370
8 7
399
Peak
0.91 0.97
Factor
3 5
File Name ; H0303104
Site Code : 00000919
Start Date : 04/02/2003
Page No : 3
Rig I Thr Left Ped App. i Rig Thr i Left ! Ped! App. Int. ht u s Total , ht u : s ' Total Total
56 42
57 20
i
175
24 112
44 27
1207 3106
32. 24.
32. 11,
2.0 92.
3.6 2.2
0 0
6 4
i
1 14
10 16
4 441
9 289
12 9
319 799
0.972
11:45
AM
11:30 AM
17 9
14 10
501
9 289
12 9
319
0.87 1
0.94 51
6:
POPPY
Out In Total
130 E 168 298
50 �5141 441 20
Rilght Thru Left Peds
North
Li n
L9
x
T 2 _
Q C R
O
N L
w
l
212003 11:30:00 AM
2/2003 12:15:00 PM
�Turning
2 _ cc
O
N E D
m —1
U " �� I
V OIL^
a JJ
o
a
Movements
xN
'
N
0) GDC
V
Left Thru Ri ht Peds
571 421 561 20
102 175 277
Out In Total
POPPY
PSY-
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Southbound I Westbc
r Ped App. Rig Thr
J Left I s Total ht u Left
BaK dour t-rom u6:s0 PM to 06:15 PM - Peak 1 of 1
Intersects
05:00 PM
on
Volume
47 22
48 11
1281
30 132
18 4
1376
Percent
36 17.
37..
8.6 2.2 96.
1.3 0.3
05:30
14 9
15 4
42 9 334
4 1
348
Volume
Peak
Factor
High Int.
05:30 PM
05:30 PM
Volume
14 9
15 4
42 9 334
4 1
348
Peak
0.76 0.98
Factor
2 1
9 File Name : H0303104
Site Code : 00000919
Start Date : 04/02/2003
Page No : 4
'OPPY PACIFIC COAST HIGHWAY
rthbound Eastbound
Ped App. Rig I Thr I Ped App. r Int.
Left s Total ht u I Left s _Total Total
45 34 34 8 121; 30 188 30 6 1949 3574
37. 28. 28. 6.6 i 1.5 966. 1.5 0.3
I
13 9 8 1 311 6 481 9 3 499 920
0.971
05:00 PM 1 05:30 PM
9 8 10 4 31 6 481 9 3 499
0.97 0.97
6 6
P PPY
Out In Total
® E7 L 222
47 221 481 11
Right Thru Left Pads
of ds (� D
O V
North
_ m I L —!---3 w '_ n
c ° ~ /2/2003 5:00:00 PM 2 w >
O ic�r L �Turnlnq
2/2003 5:45;00 PM rl m
CC
LL o Movements c =
N w CC
Q
rl a N A
T r
Left Thru Right Pads
34 45 8
70 121 191
Out In Total
POPPY
PO
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH
Suite 115
File Name : H0303108
N-S Direction:
NEWPORT COAST DRIVE
Irvine,
CA. 92614
Site Code : 00000916
E-W Direction:
PACIFIC
COAST HIGHWAY
Start Date : 04/01/2003
Page No :1
Groups Printed- Turning
Movements
NEWPORT COAST DRIVE
PACIFIC COAST HIGHWAY
NEWPORT COAST DRIVE
PACIFIC COAST HIGHWAY
Southbound
Westbound
Northbound
Eastbound
Start Time
j Right j
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru 1
Left i Peds
Int.
Total
_
Factor
1.01 1.01
1.0 1.0
1.0 1.01
1.01 1.0
1.01 1.0
1.0 1:0
1.01 1.01
1.01 _
1.0 07:15 AM
52 4
51 2
54 338
1 2
0 0
2 1
0 205
51 2
765
07:30 AM
63 2
60 9
89 336
3 3
0 0
3 2 i
0 208
54 4
836
AM
53 2
53 4
89 354
3 3
0 0
3 1 i
0 205
57 3
830
_07_:45
Total
168
8 164
151
232
1028
7 8
0 0
8 4
0 618
1__62
9 2431
08:00 AM
59 1
60 1
90 335
1 0
0 0
1 2 1
0 188
59 3
800
08:15 AM
55 2
57 2
79 339
2 1
0 0
1 0
1 184
58 4
785
08:30 AM
52 2
56 2
83 331
2 2
0 0
3 1
0 185
69 3
791
08:45 AM
54 0
57 41
83 321
1 4
1 0
0 2
0 197
58 1
783
Total
220
5 230
9 335
1326
6 7
1 0
5 51
1 754
244
11 3159
09:00 AM
53 2
66 2
79 394
2 2 j
0 0
1 1
0 185
56 3
846
"' BREAK "'
Total
53 2
66 2
79 394
2 21
0 0
1 1
0 185
56 _
3 •'
846
BREAK -
03:45 PM
67 0
64 5
67 251
4 2
0 0
0 1
0 298
75 01
834
Total
128
0 129
7 136
506
6 41
0 0
1 5;
0 599
150
2!
1673
04:00 PM
65 0
67 01
69 181
5 4
2 0
0 1
0 315
79 3
791
04:15 PM
72 0
77 1
66 179
2 2
1 0
0 0
0 321
81 3!
805
04:30 PM
78 0
81 2
65 170
3 2
0 0
2 1
0 326
84 2 i
816
04:45 PM
82 1
84 3
63 168
2 1
0 0
2 3
0 330
83 1
823
_
Total
297
1 309
6 263
698
12 9
3 0
4 5
0 1292
_
327
9 3235
05:00 PM
84 2
87 2
67 210
2 4
0 0
0 1
0 382
88 2
931
05:15 PM
87 0
84 3
63 210
3 4
1 0
1 3
0 381
89 3
932
05:30 PM
90 0
85 2
67 203
2 1
0 0
0 1
0 384
89 1.
925
05.45 PM
88 0
89 2
64 202
1 3
0 0
2 21
0 387
90 1_
931
Total
349
2 345
9 261
825
8 12
1 0
_
3 7
0 1534
356
7. 3719
06:00 PM
85 0
81 1
60 205
0 3
0 0
1 3
0 390
80 1
910
06:15 PM
84 0
80 0
59 207
0 2
1 0
2 0
0 381
79 0
895
Grand Total
1384
18 1404
49 1425
5189
41 47
6 0
25 30
1 5753
1454
42'
16868
Apprch %
48.5 0.6
49.2 1.7
21.3 77.4
0.6 0.7
9.8 0.0
41.0 49.2
0.0 79.4
20.1 0.61
Total %
8.2 0.1
8.3 0.3
8.4 30.8
0.2 0.3
0.0 0.0
0.1 0.2
0.0 34.1
8.6 0.2
Pfrl�
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Start
Rig Thr
Left
Ped
App.
Rig
Thr
Left
Ped
App.
Time j
ht u
s
Total
ht
u
s
Total
Peak Hour From 07:15 AM to 09:00 AM - Peak 1 of 1
Intersect!
07:30 AM
on
Volume
230 7
230
16 483
347
136
9 7
1727
Percent
47.. 1.4
47..
3.3 20.
79..
0.5 0.4
07:30
63 2
60 9
134
89 336
3 3
431
Volume
,
Peak
Factor
High Int.
07:30 AM
07:45
AM
Volume
63 2
60 9
134
89 354
3 3
449
Peak
0.90 0.96
Factor
1 2
Left --s
0 0 8 5
0.0 0.0 61. 38.
5 5
0 0 3 2
File Name : H0303108
Site Code : 00000916
Start Date : 04/01/2003
Page No :2
PACIFIC COAST HIGHWAY
Eastbound
Rhg Thu 1 Leff i Ped 1 s I Total Total
131 1 785 228 14 1028 3251
0.1 76. 22. 1.4
4 2
51 0 208 54 4 266, 836
I 0.972
07:30 AM
0 0 3 2 5I
0.65 0
NEWPORT COAST DRIVE
Out In Total
575 483 1058
2301 71 230 16
Right Thru Left Peds
�( 1
I th
11/2003 7:30:00 AM
/1 /2003 8:15:00 AM
Turning Movements
+� T rr
Left Thru Right Peds
81 0 0 5
17 33; 30
Out In Total
NEWPORT COAST DRIVE
07:30 AM
0 208 54 4 266
0.96 6
�0
T
C7
~2 Cn
A
74 N
r 4 —
to V N AID O 2
a
N J .r _
D
P* 7
Start Rig I Thr I Left
Ped I
App.
Time
ht I u i
s I
Total
Peak Hour From 03:30 PM to 06:15 PM - F
Intersecti
05:00 PM
on
Volume
349 2 345
9 705
Percent
49. 5 0.3 48.
1.3 05:15
87 0 84
3 174
Volume
Peak
Factor
High Int.
05:45 PM
Volume
88 0 89
2 179
Peak
0.98 Factor
5 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
COAST HIGHWAY NEWPORT CC
Westbound Northbr
r Ped App. Rig Thr
/ Left s Total ht u Left
261 825 8 12 1106
23. 74. 0.7 1.1
6 6
63 210 3 4 280
05:00 PM
67 210 2 4 283
0.97 7
File Name : H0303108
Site Code : 00000916
Start Date : 04/01/2003
Page No : 3
VE PACIFIC COAST HIGHWAY
Eastbound __ _
App. Rig Thr Left Ped App.. _ Int.
Total ht u s Total Total
1 0
3 7
11; 0 1533
356
7 1897 3719
9.1 0.0
23 63.
8 0.0
18. 0.4
6 9
1 0
1 3
50 381
89 3
473 932
0.998
05:15 PM
j 05:45 PM
1 0
1 3
5 0 387
90 1
478
0.55 ,
0.99 01
2 NEWPORT COAST DRIVE
Out In Total
617 1 7051 1 1322
3491 21 3451 9
Right Thru Left Peds
T 1 4
North
�2003 5:00:00 PM
1112003 5:45:00 PM
TurnlngMovements
4� T r+
Left Thru Ri ht Peas
3 0 1 7
10 11 21
Out In Total
NEWPORT COAST DRIVE
P *-:?
Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
J-S Direction: MACARTHUR BOULEVARD Santa Ana, CA. 92705 E-W Direction: BISON AVENUE
l3munc Drin4a1_ Tnminn �Arnmmnnlc
File Name : H0303024
Site Code : 00000919
Start Date : 0310612003
Page No : 1
MACARTHUR BOULEVARD
BISON AVENUE
MACARTHUR BOULEVARD
BISON AVENUE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.01 1.01
1.0 1.0
1.0 1.0
1.0 1.0
1.01 1.01
1.0 1.0
1.0 1.0
1.0 07:15 AM
37 443
4 0
6 26
20 0
11 478
34 0
0 11
13 0
1083
07:30 AM
41 505
8 0
0 13
27 0
19 521
43 0
0 26
47 0
1250
07:45 AM
39 631
0 1
1 4
25 23
01 38
662
84 0
0 39
36 1
1583
Total
117
1579
12 1 1
10 64
70 01
68 1661
161
01 0
76 96
1 3916
08:00 AM
49 551
2 1
17 39
12 0
44 736
90 0
2 88
69 0
1700
08:15 AM
26 457
5 0
17 27
38 0
33 771
63 0
2 17
25 1
1482
08:30 AM
61 583
16 0
7 36
26 0
35 699
84 0
1 46
29 1
1624
08:45 AM
43 656
8 0
4 20
35 0
34 650
67 0
0 34
47 0
1598
09:00 AM 67 555 - 13 01 22 45 13 01 41 591 78 01 0 42 45 01 1512 *** BREAK ***
Total 67 555 13 01 22 45 13 01 41 591 78 01 0 42 45 01 1512 *** BREAK ***
11:30 AM 45 467 15 0 35 30 30 01 18 557 57 0 I 6 69 27 0 1356 11:45 AM 25 391 33 0 9 39 81 0 f 10 487 71 0 0 15 55 0 1216 Total 70 858 48 01 44 69 111 01 28 1044 128 01 6 84 82 01 2572 12:00 PM 15 440 8 0 20 24 35 0 17 543 92 0 0 29 54 0 1277 12:15 PM 29 513 10 0 20 52 28 0 25 440 81 0 0 27 69 0 1294 12:30 PM 18 591 11 0 15 78 48 0 18 578 75 0 0 31 49 0 1512 12:45 PM 23 450 22 0 18 34 37 0 29 439 89 0 0 69 60 0 1270 Total 85 1994 51 0 73 188 148 0 89 2000 337 0 0 156 232 0 5353 01:115 PM 11 457 36 0 I 14 43 48 0 I 36 646 92 0 I 0 54 95 0 I 1502 *** BREAK ***
Total 27 928 56 01 34 108 82 01 38 1228 154 0 0 116 176 01 2947 *x* BREAK ***
03:45 PM 42 455 14 0 2j 9 30 36 11 25 782 62 1 1 20 38 0 15 6 1338 Total 80 914 33 31 35 62 70 1 49 1366 126 1 4 40 70 01 2854 04:00 PM 36 470 15 1 17 22 48 1 22 593 69 0 0 26 79 0 1399 04:15 PM 26 526 11 0 5 54 34 0 12 755 102 0 5 14 48 0 1592 0430 PM 19 517 17 0 11 37 34 0 26 584 62 0 0 16 33 0 1356 04:45 PM 27 453 8 0 20 39 52 1 11 539 59 0 0 6 25 0 1240 Total 108 1966 51 1 53 152 168 2 71 2471 292 0 5 62 185 0 5587 05:00 PM 39 511 14 0 8 60 47 1 17 584 51 0 0 17 52 0 1401 05:15 PM 26 532 35 0 16 39 66 0 23 630 68 0 0 31 53 1 1520 05:30 PM 43 531 21 0 12 54 48 0 29 459 70 0 0 56 69 1 1393 05:45 PM 28 523 21 1 3 46 49 0 19 530 49 0 1 40 45 0 1355 Total 136 2097 91 1 39 199 210 1 88 2203 238 01 1 144 219 2 5669 06:00 PM 34 598 16 1 21 58 67 2 13 535 76 0 0 61 23 0 1505 06:15 PM 36 619 40 0 26 30 59 0 22 544 58 0 1 61 79 1 1576 Grand Total 939 1435 442 8 402 1097 1109 6 653 16499 1952 1 22 1027 1377 6 39895 Apprch % 6.0 91.2 2.8 0.1 15.4 42.0 42.4 0.2 3.4 86.4 10.2 0.0 0.9 42.2 56.6 0.2 Total qo 2.4 36.0 1.1 0.0 1.0 2.7 2.8 0.0 1.6 41.4 4.9 0.0 0.1 2.6 3.5 0.0 P�?
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H03O3024
Site Code : 00000919
Start Date : 03/06/2003
Page No : 3
Southbound
Westbound
Northbound
Eastbound
Start Rig
Time I ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left Pe
ds
App.
Total
Rig
ht
Thr
u
Left I Pei App.: Int.
ds ' Total Total
reaK Hour rrom U/:15 AM to Uy:UU AM
Intersecti
08:00 AM
on
Volume
177 47
31 1
2485
Percent
7.3 91. 4
1.3 0.0
49 51
2 1
603
Volume
Peak
Factor
High Int.
08:45 AM
Volume
43 65
8 0
707
Peak
0.86 Factor
9 teaKlofl
45 12 11 0 278
2 1
16. 43,
39. 0.0
2 9
9 17
39 12
0 68
08:15 AM
17 27 38 0 82
0.84 8
14 28 30 0 330
6 56 4 6
4.4 86. 4 9.2 0.0
44 76 90 0 870
08:00 AM
44 76 90 0 870
0.95 0
5 18
17 2
362 i'
640
5 0
4 1.4
51. 47.
0.6 1
0 2
88 69
0 159
170
0 0,942
08:00 AM
2 88
69 0
159 it
0.561
9!
Out In Total
ig ru e e s
4 1 '+
o� °'�
~
T
L-coO
"
2 c
North
I'�`
�2
6/03 8:45:00 AM
P-7
�� N
�TuminqMovements
CD
a
CD m
N
Left Thru
Right Peds
`W n I ofal
MACARTHUR BOULEVARD
P �O
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303024
Site Code : 00000919
Start Date : 03/06/2003
Page No : 4
Southbound
Westbound Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App. Rig
Thr
Pe
App.
Rig
Thr
Pe I App. i Int.
Time
ht
I u
Left
ds
Total
ht
u
Left
ds
Total ht
I u
Left
ds
I Total
ht
I u
Left
ds 1 Total : Total
NeaK Hour rrom ll:dU AM to Ul:lS I'M
Intersecti
12:30 PM
on
Volume
68 19
89 0
212
69 Percent
3.2 92.
4.2 0.0
18 59
11 0
620
Volume
Peak
Factor
High Int.
12:30 PM
Volume
18 59
11 0
620
Peak
0.85 Factor
7 7 N
0 reaK 1 oT 1
67 222
16 0
454
14. 48.
36. 0.0
8 5
8 15 78
48 0
141
12:30 PM
15 78
48 0
141
0.80 5i
22 85
31 264
0 45
8 8
3.2 84.
12. 0.0
8 0
18 578
75 0 671
01:15 PM
6 66 92 0 744
0.89 0
Out In Total
Right nJ Lett Pads
ej L►
North
jM
16103 1:15:00 PM
Turning Movements
Left Thlru Right Peds
f�l E47n -Tota1J
F `/
0 21 28 0 501 572
6 5 9
0.0 43. 56. 0.0
1 9
0 31 49 0 80 151
2 0.947
01:15 PM
0 54 95 0 1491
0.84 1
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303024
Site Code : 00000919
Start Date : 03/06/2003
Page No : 5
Southbound
Westbound
Northbound
Eastbound
Start
Time
Rig
ht
Thr
u
'Left Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
1 Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
i Pe i App.: IntY
ds I Total Total
YeaK Flour rrom VJ:JV rM TO Ub:15 VM
Intersecti
03:45 PM
on
Volume
19 13
57 1
214
68 Percent
5.7 91..
2.7 0.0
26 56
11 0
563
Volume
Peak
Factor
High Int.
04:15 PM
Volume
26 56
11 0
563
Peak
0.95 Factor
4 veaK l oT 1
42 13
12 2
339
12. 42.
44•
0.6 4 2
8 5 54
34 0
93. 04:15 PM
5 54
34 0
93 0.91
1 27
29 309
85 1
14 5
5 87.
2.7 9.5
0.0 75
10 12
0 869
03:45 PM
25 78 62 1 87O
0.88 9
I
6 76
1$
0 280i
583
2.1 27.
70. 0.0
1 7
5 14
48 0
67:
159
0.921
04:00 PM
0 26
79 0
105
0.66 7
Out In Total
ig ru e e s
~
O
2 c
North
2 _
6/03 4:30:00 PM
�Turning
m rr
y
Movements09
m �d
m
N
Left Thru Right Peds
rgp
Uutn Toil
MACARTHUR BOULEVARD
Pfa
City: NEWPORT BEACH
N-S Direction: DOVER DRIVE
IE-W Direction: 16TH STREET
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
[,rnuns Printeri. Turnina Mnvements
File Name : H0305096
Site Code : 00000976
Start Date : 05/28/2003
Page No :1
DOVER DRIVE
16TH STREET
DOVER DRIVE
16TH STREET
Southbound
Westbound
Northbound
Eastbound
Start Time Right
Thru I
Left
Peds
Right
Thru I
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
! Total
Factor 1
1.0 1 1.0 1
1.0 1.0
I 1.01
1.01 1.0
1 1.0
i 1.0
1.0 1
1.0 1.0
1.0 1
1.0 i
1.0 i 1.0
07:15 AM
3 245
2 0
23 0
8 01
8 127
23 21
63 4
1 2'
_
511
07:30 AM
10 300
4 1
9 0
11 41
8 176
15 6
32 2
7 1
586
07:45 AM
5 221
6 1
11 2
3 4
14 139
'16
0 19
2 4
01 447
Total
18 766
12 2
43 2
22 81
30 442
54 8
114
8 12
31 1544
08:00 AM
1 179
6 0
13 1
11 1
10 142
11 4
13 1
7 0
400
08:15 AM
5 201
9 0
14 2
3 1
3 158
34 4
43 4
0 2
483
08:30 AM
2 200
17 0
3 0
4 0
12 139
32 3
38 1
2 0
453
08:45 AM
3 222
10 2
11 7
8 3
17 155
21 2
29 0
6 1
497
.Total
11 802
42 2
41 10
26 5
42 594
98 13
123
6 15
3 1833
09:00 AM 2 187 6 01 19 8 15 1 12 170 35 1 1 15 2 4 1 j 478 *** BREAK ***
Total 2 187 6 01 19 8 15 1 12 170 35 1 1 15 2 4 1 478
** BREAK ***
03:30 PM 2 169 55 2 5 1 3 1 I 35 243 45 2 1 39 5 2 1 610 _0_3:45 PM 2 179 17 0 14 1 10 2 8 194 21 1' 8 5 2 01 464 Total 4 348 72 2 19 2 13 3 43 437 66 3 47 10 4 1 1074
04:00 PM 6 201 4 0 2 2 10 1 7 269 31 3 28 3 8 0 575
04:15 PM 6 193 11 5 5 1 4 0 7 283 26 1 9 1 2 0 I 554
04:30 PM 8 151 20 1 17 1 8 1 14 250 17 6 11 2 2 0 509
04:4_5 PM ^_ 6 218 4 0 10 3 13 0 9 312 31 0 49 2 9 0 666 Total 26 763 39 6 34 7 35 21 37 114 105 10 97 8 21 0 i 2304 05:00 PM 9 249 22 2 26 3 6 2 3 275 34 0 64 3 11 1 710
05:1.5 PM 2 160 12 1 9 0 5 1 8 314 44 2 43 1 3 0 605
05:30 PM 16 245 21 5 8 3 13 0 3 251 32 2 32 12 2 0 645
05:45 PM 10 165 12 4 5 1 18 2 9 259 34 0 37 8 5 4 573
Total 37 819 67 12 48 7 42 5 23 109 144 4 176 24 21 5I 2533 06:00 PM 5 194 19 2 8 3 12 2 17 245 36 2 43 2 5 4 599
06:15 PM 6 182 14 2 4 2 17 1 5 220 25 3 26 10 17 1 535
Grand Total 109 406 271 28 216 41 182 27 209 43i 563 44 641 70 99 18 10900 Apprch % 2.4 90.9 6.1 0.6 146.4 8.8 39.1 5.8 4.1 84.1 11.0 0.9 77.4 8.5 12.0 2.2 Total Jo 1.0 37.3 2.5 0.3 2.0 0.4 1.7 0.2 .1.9 39.6 5.2 0.4 5.9 0.6 0.9 0.2 Pr3
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
R DRI
File Name : H0305096
Site Code : 00000976
Start Date : 05/28/2003
Page No : 2
DRIVE I 16TH STREET
Start
Time
Rig I Thr
, ht u
i Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
_
I Rig
ht
Thr
u
I Left I
Pe
ds
App. 1 Int.
1Total .Total
Peak Hour From 07:15 AM to 09:00
AM
- Peak 1 of
1 Intersect!
07:15 AM
on
I
Volume 19 95 18
2 984
56 3
33 9
101
40 58
65 12
701
12 9
19 3
158
194
96 Percent 1.9 1.8
0.2 55.
3.0 32
8.9 5.7
83 9.3
1.7 80.
5.7 12
1.9 0
4 7
3 4
0 10 07:330 4
1 315
9 0
11 4
24 8
16 15
6 205
32 2
7 1
42 586
Volume
Peak
0.829
Factor
107:15
High Int. 07:30 AM
07:15 AM
07:30 AM
AM
I
Volume 10 30 4
1 315
23 0
8 0
31 8
16 15
6 205
63 4
1 2
70 Peak
0.78 0.81
0.85 0.56
Factor
1 5
5 4
Out In Total
M
2 ru I
ig a eds
I
~
0 c'
c
2 North
2 28/03 8:00:00 AM
�Turning
rri
Oti
Movements
.�
I
N
Left
Thlru Right Peds i
—0utJ n `To-;ar
DOVER DRIVE
P?(
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0305096
Site Code : 00000976
Start Date : 05/28/2003
Page No : 3
I
DOVER DRIVE
16TH STREET
DOVER DRIVE
16TH STREET
Southbound
Westbound
Northbound
Eastbound
Start
Rig Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Int.
Time
Left
ht u i
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
Total
Peak Hour
From 03:30 PM to 06:15
PM
• Peak 1 of 1
Intersect!
04:45 PM
on
Volume
87 33 59 8
972
53 9 37
3 102
23 11
14 4
1321
18 18
25 1
232
262
2 52
1 0
8 6
Percent
89 3.4 6.1 0.8
52. 36.
8.8 2.9
1.7 87.
10. 0.3
81. 7.8
10. 0.4
7 0
3 3
7 0
8 Volume
9 29 22 2
282
26 3 6
2 37
3 25
34 0
312
64 3
11 1
791
710
Peak
0.925
Factor
High Int.
05:30 PM
05:00 PM
05:15 PM
05:00 PM
Volume
16 25 21 5
287
26 3 6
2 37
8 34
44 2
368
64 3
11 1
79 Peak
0.84 0.68
0.89 0.73
Factor
7 I
9 7
4 Out In Total
F<Igfft IFIF, e e s
L+
i
�12
North
2 �128103 5:30:00 PM
y Turning
0 Movements ri
m o
m 1D I �j of
N u
I
Left Thru Right Peds
`CfuiJ n ToCaT
DOVER DRIVE
P15
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
I-S Direction: DOVER DRIVE Irvine, CA. 92614
-W Direction: WESTCLIFF DRIVE
Groups Printed- Tuminq Movements
File Name : H0304059
Site Code : 00000920
Start Date : 04/09/2003
Page No : 1
F-DRIVE -
Southbound
Westbound
Northbound
I
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
T�
Peds
I Right
Thru
Left :
Peds
Total
_ Factor
1.0 1.0
1.0 1.0
1.01 1.0
1 1.01
1.0 1.01
1.01 1.01
1.0 1 1.0 '
1.0 1
1.0 !
1.0 07:15 AM
14 85
0 5
0 0
0 5
0 55
66 3
110
0 2
1 346
07:30 AM
9 179
0 8
0 0
0 1
0 37
56 1 I
145
0 8
0 444
07:45 AM
4 113
0 51
0 0
0 1
0 68
57 3,
140
0 13
0. 404
Total
27 377
0 18
0 0
0 7
0 160
179
7 395
0 23
1 1194
08:00 AM
19 95
0 2
0 0
0 0
0 92
63 31
133
0 13
0 420
08:15 AM
4 112
0 4
0 0
. 0
0 0
87 60
3 118
0 23
2 413
08:30 AM
7 98
0 1
0 0
0 0
0 134
77 5
91 0
18 0
431
08:45 AM
12 127
0 2.
0 0
0 2
0 111
104
0 154
0 17
0,
529
Total
42 432
0 9
0 0
0 2
0 424
304
11 496
0 71
2 1793
09:00 AM
7 114
0 41
0 0
0 81
0 56
112
21 98
0 27
0'
428
*** BREAK ***
Total
7 114
0 41
0 0
0 81
0 56
112
2 98
0 27
0 428
*** BREAK ***
03:30 PM
11 94
0 3
0 0
0 4
0 82
163
1 1
162
0 28
0 548
03:45 PM
18 65
0 7
0 0
0 1
0 91
145
1 186
0 21
5_35_
Total
29 159
0 10
0 0
0 51
0 173
308
21 348
0 _
49 _
_0
0 1083
04:00 PM
23 110
0 8
0 0
0 1
0 65
224
4 155
0 23
0 613
04:15 PM
19 85
0 0
0 0
0 0.
0 51
224
2 101
0 49
1 532
04:30 PM
31 106
0 0
0 0
0 4
0 86
227
1 104
0 49
0 608
04:45 PM
17 117
0 21
0 0
0 0
0 44
221
5 173
0 37
0 616
Total 90 418 0 101 0 0 0 5 0 246 896 12 533 0 158 1 2369 05:00 PM 19 73 0 4 0 0 0 0 0 30 234 21 209 0 49 1 621
05:15 PM 40 89 0 4 0 0 0 4 0 40 319 7 165 0 41 1 710
05:30 PM 23 89 0 1 1 0 0 1 0 43 222 3 167 0 50 1 601
05:45 PM _ 22 103 0 1 0 0 0 1 0 49 214 6 126 0 44 3 569 Total 104 354 0 10 1 0 0 6 0 162 989 181 667 0 184 6; 2501 06:00 PM 27 86 0 0 0 0 0 4 0 77 189 4 99 0 25 0 511
06:15 PM 25 108 0 2 0 0 0 2 0 79 147 3 102 0 45 0 j 513 Grand Total 351 2048 0 63 1 0 0 39 0 137 312 59 2738 0 582 10 10392 Apprch To 14.3 83.2 0.0 2.6 , 2.5 0.0 0.0 97.5 0.0 30.2 68.5 1.3 82.2 0.0 17.5 0.3 Total % 3.4 19.7 0.0 0.61 0.0 0.0 0.0 0.4 0.0 13.3 30.1 0.6 26.3 0.0 5.6 0.1 P, � 6
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : HO3O4O59
Site Code : 00000920
Start Date : 04/09/2003
Page No :2
--- —.-- -
I
Southbound
Westbound
Northbound
VVESTCCfFf= DRIVE----
Eastbound
Start i Rig
Time ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
Left
u
Pe
ds
App. i Rig
Total ht
^Thr; ; Pe' App.
. Left ! ds` Total
u ; a
Peak Hour From 07:15 AM to 09:00 AM
Intersecti
08:15 AM
on
Volume
30 4i
0 11
492
Percent
6.1 91.
0.0 2.2
12 17
0 2
141
Volume
Peak
Factor
High Int.
08:45 AM
Volume
12 12
0 2
141
Peak
0.87 Factor
2 Peak IotI
0 0 0 10 10
0.0 0.0 0.0 10
0.0 0 0 0 2 2
09:00 AM
0 0 0 8 81
I
0.31 '
3 Int.
Total
0 38
35 10
751 46
0 85 2
548 180
8 3
1 1
0.0 51.
47. 1.3
! 84.
0.0 15. 0.4
7 0
1 5
0 11
14 0
215� 14
0 17 0
171 529
0,851
08:30 AM ' 08:45 AM
0 14 77 5 2161 155 0 17 0 1711
0.86 0.80
9I 1
Out In Total
4 11
ig ru e e s
I
I
m
North O
o P --/ / — 2
�Tumlnq
9103 9:00:00 AM 3
N oMovements r 6'
p�
N N ��
I
i
i Left Thru Right Peds
i
i
�OuiJ `Tn o a
DOVER DRIVE
F12
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304059
Site Code : 00000920
Start Date : 04/09/2003
Page No : 3
E-
F-DRIVE -
Southbound Westbound
Northbound
j Eastbound
Start Rig , Thr
.Left Pe
App,
Rig Thr
Left Pe App.
Rig
Thr
Left
Pe
App.
Rig
Thr ; Left . Pe I App.T I
Time ht u
! ds
Total
ht u
ds Total
ht
u
ds
Total
ht
u ds : Total To
Peak Hour From U3:JU FM to Ub:15 FM
Intersecti
04:30 PM
on
Volume
10 35
0 10
502
Percent
21.76 0.0
2.0 05:15
40 89
0 4
133
Volume
Peak
Factor
High Int.
04:30 PM
Volume
31 16
0 0
137
Peak
0.91 Factor
6 ieak1of1
0 0 0
8 8
0.0 0.0 0.0
10 0.0
0 0 0
4 4
04:30 PM
0 0 0
4 4
0.50 0
0 20
10 15
121! 65 0
17 2
829
255
0 01
6 1
6 5
0.0 16.
82. 1.2
i 78. 0.0
21. 0.2
2 0
40 39
7 3661 15 0
41 1
207
710
i
0.900
05:15 PM
j 05:00 PM
0 40
39 7
366 29 0
49 1
259
0.83 0.80
1 0.
Out In Total
Right ru e e s
+ 1 L►
I
i
F i —� I 10
North L
cN 2� d_--2
FO :
�� /9/03 5:15:00 PM m �I
o y Turning Movements
o
C rr
j
i
Left Thru RightPeds
i
' "unLTo�faT
DOVER DRIVE
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite115
►'1-S Direction: IRVINE AVENUE Irvine, CA. 92614
aW Direction: 17TH /WESTCLIFF
Qr"ins Printari_ Ti minn Mnvamonts
File Name : H0304019
Site Code : 00000883
Start Date : 05/08/2003
Page No :1
IRVINE AVENUE
17TH STREET / WESTCLIFF
IRVINE AVENUE
17TH STREET / WESTCLIFF
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
07:15 AM
28 64
24 1
4 62
6 6
6 137
64 0
32 82
36 2
554
07:30 AM
25 149
51 2
12 80
12 0
7 160
46 0
65 118
53 0
780
07:45 AM
32 190
60 01
20 72
11 31
10 193
68 01
57 129
85 3
933
Total
85 403
135
31 36
214
29 91
23 490
178
01 154
329
174
51 2267
08:00 AM
28 96
50 0
26 102
12 51
10 192
72 1
48 1.63
101 0
906
08:15 AM
41 63
39 1
16 88
9 0
12 154
56 7
23 134
73 6
722
08:30 AM
31 68
44 2
15 93
7 1
15 141
51 0
29 121
68 6
692
08:45 AM
27 61
27 1
12 85
8 1
10 138
44 4
21 137
58 3
637
09:00 AM
26 78
33 1 13
83 7
01 7
132
38 1 27
128
62 61 642
*'* BREAK ***
Total
26 78
33 1
13 83
7 01
7 132
38 1
27 128
62 61
642
*"* BREAK ***
11:30 AM
56 68
35 11
8 149
16 2
13 78
49 4
27 150
55 5
726
11:45 AM
70 75
35 3
22 144
20 4
10 66
74 2
30 125
53 0
733
Total
126
143
70 141
30 293
36 61
23 144
123
61 57
275
108
51 1459
12:00 PM
81 87
36 2
14 183
19 2
15 64
79 1
36 166
61 2
848
12:15 PM
69 78
31 3
19 167
24 3
18 70
71 5
34 149
58 7
806
12:30 PM
79 89
37 2
16 180
21 3
14 67
77 5
39 174
52 8
863
12:45 PM
67 82
33 7
19 164
24 3
17 77
68 6
35 154
66 9
831
Total
296
336
137
14 68
694
88 11
64 278
295
17 144
643
237
26 3348
01:00 PM
71 79
27 3
17 161
20 0
20 65
72 2
33 149
58 7
784
01:15 PM
63 69
31 5
13 158
15 2
11 63
69 4
30 161
59 11
764
*x* BREAK ***
Total
134
148
58 81
30 319
35 21
31 128
141
61 63
310
117
18 1548
*** BREAK ***
03:30 PM
64 82
41 01
19 179
21 8
15 111
68 5 f
56 171
72 2
914
03:45 PM
78 136
33 4
21 165
20 9
11 96
86 1I
43 146
66 6
921
Total
142
218
74 41
40 344
41 171
26 207
154
61 99
317
138
81 1835
04:00 PM
68 109
37 3
24 190
21 2
10 95
71 3
55 189
73 1
951
04:15 PM
59 133
49 3
28 169
18 1
15 110
72 4
42 139
59 4
905
04:30 PM
71 110
51 1
20 190
35 5
13 122
52 5
70 159
75 4
983
04:45 PM
76 150
52 2
17 198
22 3
15 128
73 0
52 160
63 0
1011
Total
274
502
189
9 89
747
96 11
53 455
268
12 219
647
270
9 3850
05:00 PM
82 205
46 0 I
12 185
22 5
19 108
85 1
56 152
80 3
1061
05:15 PM
94 189
36 1
17 192
33 1
19 114
70 1
56 149
56 1
1029
05:30 PM
104
209
45 3
18 184
20 3
16 142
78 1
61 146
56 3
1089
05:45 PM
92 192
43 2
15 191
19 2
17 134
73 3
64 156
55 6
1064
Total
372
795
170
6 62
752
94 11
71 498
306
61 237
603
247
13 4243
06:00 PM
89 155
37 3
22 183
21 4
18 140
79 3
59 144
62 5
1024
06:15 PM
83 131
31 3
13 181
18 0
20 121
69 0
62 141
58 8
939
Grand Total
1754
3197
1094
69 472
4178
501
78 383
3218
1874
69 1242
4092
1773
118
24112
Apprch %
28.7 52.3
17.9 1.1
9.0 79.9
9.6 1.5
6.9 58.0
33.8 1.2
17.2 56.6
24.5 1.6
Total %
7.3 13.3
4.5 0.3
2.0 17.3
2.1 0.3
13.3 7.8
0.3 5.2
17.0 7.4
0.5 p1.6
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304019
Site Code : 00000883
Start Date : 05/08/2003
Page No :2
IRVINE AVENUE
17TH STREET / WESTCLIFF
IRVINE AVENUE
17TH STREET / WESTCLIFF
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
I
Int.
I
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
F'eaK Flour FrOm U/=1 AM 10 Uy:UU AM
Intersecti
07:30 AM
on
Volume
122 499
200
3 827
6 8Percent
15.60. 24.
0.4 2 2
32 10
60 0
282
Volume
Peak
Factor
High Int.
07:45 AM
Volume
32 10
60 0
282
Peak
0.73 Factor
3 t'eaK 1 of 1
32 74
44 8 468
15. 73.
9.4 1.7
8 1
20 72
11 3 106
08:00 AM
26 10 12 5 145
0.80 7
39 69
22 8
988
19 544
31 9
1058
3341
3.9 70.
24. 0.8
18. 51.
29. 0.9
7 5
2 4
5 10
19 68
0 271
57 122
85 3
274
933
0.895
08:00 AM
08:00
AM
10 12
72 1
275
48 13
10 0
312
0.89 0.84
8 8
IRVINE AVENUE
out In Taal
1085 E7 Egm
1261 498 200 3
Rigtit Ttw Left Peds
OD
N 1?
_ C-)
L? A
0 w 0
North
ao
c o
�
upitrr
F-
ism
2 N
03 7:30:00 AM
rnL
38:15:00AM
r
m
�lY�
P.rr
o�
y
Tuminq Movements
a_
d
N 61
r
Left Thru Ri M Peds
2421 6991 391 8
735 F-9W7 1723
Out In Total
IRVINE AVENUE
114)0
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA, 92614
File Name : H0304019
Site Code : 00000883
Start Date : 05/08/2003
Page No :3
IRVINE AVENUE
17TH STREET / WESTCLIFF
IRVINE AVENUE
I 17TH STREET / WESTCLIFF
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour
From 11:30
AM to 01:15
PM • Peak
1 of 1
Interseconi
12:00 PM
'
Volume
29 33
13 14
783
68 69
88 11
861
64 27
29 17
654
14 64
23 26
1050
3348
6 6
7 4
8 5
4 3
7 Percent
37. 42.
17. 1.8
7.9 80.
10. 1.3
9.8 42.
45. 2 6
13. 61.
22. 2.5
8 9
5 6
2 5
1 7
2 6
12-3
79 89
37 2
207
16 18
21 3
220
14 67
77 5
163
39 14
52 8
273
863
Volume
Peak
I
10.970
Factor
j
High Int.
12:30 PM
12:30 PM
12:45
PM
12:30
PM
Volume
79 89
37 2
207
16 18
21 3
220
17 77
68 6
168
39 14
52 8
273
Peak
0.94 0.97
0.97 0.96
Factor
6 8
3 2
IRVINE
Out In Total
=M61137
Ri ht Thru Left Peds
15 N
N
O.n.
O
[COL—�
North
I701
a
c�
F-
l0312:D0:00 PM
2A
v L
l0312A5:00 PM
r
N
O
N V
Tumin Movements
omorT
�I3
WOG
_
ht
Lett Thr Riht Peds
2951 2781 641 17
�568 1222
Out In Total
IRVINE AVENUE
P/oI
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304019
Site Code : 00000883
Start Date : 05/08/2003
Page No :4
Southbound
I
Westbound
I
Northbound
Eastbound
Start
Rig
I Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour
From 03:30 PM to 06:15 PM - Peak
1 of 1
Intersect!
05:00 PM
on
37 79
17 75
49 30
23 60
24 Volume
6 1343
62 94
11 919I
71 6
881
13 1100
4243
2 5
0 2
8 6
7 3
7 Percent
27. 59.
12. 0.4
6.7 81.
10. 1.2
8.1 56.
34. 0 7
21. 54.
22. 1.2
7 2
7 8
2 5
7 5
8 5
05:30
10 20
45 3
361
18 18
20 3
225
16 14
78 1
237
61 14
56 3
266
1089
Volume
4 9
4 2
1 6
Peak
0.974
Factor
High Int.
05:30 PM
05:15 PM
05:30
PM
05:00
PM
Volume
10 29
45 3
361
17 12
33 1
243
16 12
78 1
237
56 12
80 3
291
Peak
0.93 0.94
0.92 0.94
Factor
0 5
9 5
IRVINE AVENUE
Out In Total
807 1343 F 2-1570
372 7951 1701 6
Right Thru Left Peds
L+
p h
N W
p
pO
�.,
s
North
+'
.
m --/
�---U
2 Nrr
t
5:00:00 PMN
5:45:00 PMOo
7Tuming
Movements
a
m�
Left Thru Right Peds
3061 4981 711 6
1128 881 2007
Out In Total
IRVINE AVENUE
Pi0 }
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: IRVINE AVENUE Irvine, CA. 92614
-W Direction: DOVER DRIVE/19TH ST.
(,mane PH.fM_ T-inn Mnw-nte
Fife Name : H0304020
Site Code : 00000978
Start Date : 05/07/2003
Page No : 1
IRVINE AVENUE
DOVER DRIVE / 19TH
IRVINE AVENUE
DOVER DRIVE / 19TH
F-
Southbound
STREET
Northbound
STREET
Westbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Tota I
Factor,
1.0 1.01
1.01 1.0
101
1.01 1.01
1.0 1.01
1.01 1.01
1.0 1.01
1.01 1.01
1.0 07:15 AM
4 160
28 0
29 17 2
3 1
134
10 0
10 31
12 01
441
07:30 AM
3 249
46 0
62 14 6
3 3
207
7 2
6 35
12 0
655
07:45 AM
4 223
35 0
56 32 2
1 6
320
13 3
7 38
28 0
768
Total
11 632
109
0 147
63 10
7 10
661
30 51
23 104
52 0
1864
08:00 AM
9 174
46 1
56 26 4
0 13
279
9 21
7 38
23 6
712
08:15 AM
3 149
31 1
65 29 4
1 12
263
14 0
5 35
18 1
631
08:30 AM
8 144
36 0
38 21 4
0 4
185
10 5
6 35
15 3
514
08:45 AM
5 143
32 0
51 29 7
2 2
169
8 0
7 31
14 1
501
Total
25 610
145
2 210
105 19
3 31
896
41 26
25 139
70 11
2358
09:00 AM 7 136 24 31 51 38 5 1 5 151 7 31 9 32 7 11 480 *** BREAK ***
Total 7 136 24 31 51 38 5 1 5 151 7 31 9 32 7 1 1 480
'** BREAK ***
11:30 AM 5 166 20 21 46 40 5 1 8 144 14 01 11 26 7 0 495 11:45 AM 15 185 46 0 51 40 8 0 7 135 13 21 12 27 12 0 553 Total 20 351 66 21 97 80 13 1 15 279 27 21 23 53 19 01 1048 12:00 PM 13 227 49 1 41 43 9 0 13 145 13 0 5 28 9 0 596 12:15 PM 4 217 38 0 59 28 12 0 9 205 24 3 8 19 1.6 0 642 12:30 PM 13 162 34 0 36 34 11 1 5 112 20 0 4 24 12 0 468 12:45 PM 15 152 38 0 36 41 16 0 8 108 18 2 10 18 13 0 475 Total 45 758 159 1. 172 146 48 1 35 570 75 5 27 89 50 0 2181 01:46
01:00 PM 137 47 1 31 40 16 15 PM 17 148 33 2 35 40 13 0 I 12 1012 24 4 15 25 19 8 16 15 3 13 16 20 02 I 501 *** BREAK *** _
Total 26 285 80 2 66 80 29 3 20 218 39 7 28 41 39 2 965 *** BREAK ***
03:45 PM 10 2223 29 0 69 6 8 11 10 157 14 3 16 21 12 0 609 Total 20 427 59 01 134 84 15 1 1 21 328 31 31 29 54 18 01 1224 04:00 PM 7 275 53 0 58 72 10 0 22 168 9 6 14 30 16 1 741 04:15 PM 15 275 41 0 67 37 6 0 3 183 14 0 11 29 9 0 690 04:30 PM 13 274 63 0 61 56 11 0 9 162 12 3 9 29 11 0 713 04:45 PM 12 294 51 0 51 55 9 1 10 184 15 0 13 29 15 0 739 Total 47 1118 208 01 237 220 36 1 44 697 50 9 47 117 51 1 2883 05:00 PM 7 245 40 0 59 46 12 0 5 200 18 0 4 22 13 2 673 05:15 PM 12 309 49 1 68 69 9 0 12 154 17 0 9 18 14 0 741 05:30 PM 15 340 65 0 62 40 14 1 7 155 11 0 11 30 11 0 762 05:45 PM 11 295 57 0 56 49 3 0 3 163 22 0 8 31 7 0 705
Total 45 1189 211 1 245 204 38 1 27 672 68 0 32 101 45 2 2881 06:00 PM 19 270 47 0 57 41 9 2 13 182 21 0 10 24 11 0 706 06:15 PM 5 283 48 0 40 41 11 1 4 174 16 3 11 16 15 1 669 Grand Total 270 6059 1156 11 1456 1102 233 22 225 4828 405 63 264 770 377 18 17259 Apprch aJp 3.6 80.8 15.4 0.1 51.8 39.2 8.3 0.8 4.1 87.4 7.3 1.1 18.5 53.9 26.4 1.3 Total 1.6 35.1 6.7 0.1 8.4 6.4 1.4 0.1 1.3 28.0 2.3 0.4 1.5 4.5 2.2 0.1 p/0 3
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304020
Site Code : 00000978
Start Date : 05/07/2003
Page No : 2
IRVINE AVENUE
DOVER DRIVE / 19TH STREET
IRVINE AVENUE
DOVER DRIVE / 19TH STREET
Southbound
Westbound
Northbound
Eastbound
Start
Time
Rig
ht
Thr
u
, Pe
Left ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Int.
Total
reaK dour rrom U/:10 AM TO Uy:UU AM -
Intersecti
07:30 AM
on
-Volume
19 .9-
15 2
974
Percent
2.0 81.
16. 0.2
4 23
35 0
262
Volume
Peak
Factor
High Int.
07:30 AM
Volume
3 24
46 0
298
Peak
0.81 Factor
7 reaK 1 or 1
23 10
16 5 361
9 1
66. 28.
4.4 1.4
2 0
56 32
2 1 91
08:15 AM
65 29 4 1 99
0.91 2
34 610 43 26 1172
2.9 91. 3.7 2.2
6 322 13 3 342
07:45 AM
6 30 13 3 342
0.85 7
25 144 81 7 259 2766
9.7 56. 31. 2.7
4 3
7 38 28 0 73 768
10.900
08:00 AM
7 38 23 6 74
0.87 5
IRVINE AVENUE
Out In Total
1369 974
19 795 158 2
Right Thru Left Peds
1-'I L►
1 m N
m 1
J—
T
Zl
W
W0 rr
NoM
v2
s�
_ N
' 03 7:30:00 AM
ca
N L
/03 8:15:00 AM
r
r� m
�'
M
O
��
T.Movements
.�o rr
� I r
Left Thru Right Peds
43 1069 341 26
836 1172 2008
Out In Total
IRVINE AVENUE
P / oL�
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304020
Site Code : 00000978
Start Date : 05/07/2003
Page No :3
IRVINE AVENUE
DOVER DRIVE / 19TH STREET
IRVINE AVENUE
DOVER DRIVE / 19TH STREET
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Int.
Left
Left
Left
Left
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Heak Flour from 11:.3U AM to U1:13 t M
Intersecti
11:30 AM
on
Volume
37 75
13 3
988
Percent
3.7 80.
15. 0.3
4 27
38 0
259
Volume
Peak
Factor
High Int.
12:00 PM
Volume
13 22
49 1
290
Peak
0.85 Factor
2 reaK 1 oT 1
19 15
34 1 383
7 1
51. 39.
8.9 0.3
4 4
59 28
12 0 99
11:45 AM
51 40 8 0 99
0.96 7
622
37 64
5 735
85. 5.0
8.7 0.7
25 9
24 3
241
12:15 PM
9 25 24 3 241
0.76 2
36 100 44 0 180 2286
20. 55. 24• 0.0
0 6 4
8 19 16 0 43 642
0.890
11:45 AM
12 27 12 0 51
0.88 2
IRVINE AVENUE
Out In Total
870 988 1858
37 795 153 3
RIght Thu Left Peds
I`-►
S
J
T7
I
8 ioth
_
Fol
/31:30OAM
w S
/(nPM0
�T-rningMovements
N
O N
O
A
m
0 w
rr
*1 t r
Left Thru Right Peds
641 6291 371 5
® 735 160D
Out In Total
IRVINE AVENUE
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304020
Site Code : 00000978
Start Date : 05/07/2003
Page No :4
IRVINE AVENUE
DOVER DRIVE / 19TH STREET
IRVINE AVENUE
DOVER DRIVE / 19TH STREET
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig Thr
Pe
App.
Int.
Time
ht
I u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left ds
Total
ht u Left
ds
I Total
Total
Neale Hour t-rom ui:su rm to ut3:in rm
Intersecti
04:45 PM
on
Volume
46 88
25 1
1440
Percent
3.2 82.
14. 0.1
15 344
65 0
420
Volume
Peak
Factor
High Int.
05:30 PM
Volume
15 344
65 0
420
Peak
0.85 Factor
7 reaK I OT 1
24 21 44 2 496
0 0
48. 42. 8.9 0.4
4 3
62 40 14 1 117
05:15 PM
68 69 9 0 146
0.84 9
69 34
61 0
788
87. 4.3
7.7 0.0
15 7
11 0
173
05:00 PM
5 200 18 0 223
0.88 3
37 99 53 2 191 2915
19. 51. 27. 1.0
4 8 7
11 30 11 0 52 762
0.956
04:45 PM
13 29 15 0 57
0.83 8
IRVINIZ AVENUE
Out In Total
® 1440 1 2426
46 1 1881 2051 1
Right Thru Left Peds
41 l0 O
N C
J
1 o
worr
North
°0
1— —2 0
/034:45:00 PM
S
5:30:00 PM
�TumingMovements
r
rn
A
0 w N
v
o
Left Thru Right Peds
611 6931 341 0
I
1269 788 2057
Out In Total
IRVINE AVENUE
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: IRVINE AVENUE Irvine, CA. 92614
E-W Direction: HIGHLAND STREET
Groups Printed- Turning Movements
File Name : H0304021
Site Code : 00000975
Start Date : 04/10/2003
Page No : 1
_-
EET
Southbound
Westbound
Northbound
Eastbound
_
i Start Time (Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
I Thru !
Left Peds
!
Total
Factor
1.0 1.0
1.0 1 1.0
1.0 1.0
1.0 1
1.0 1.0
1.0 1.0
1.0 1.0;
1.0 !
1.0 '
07:15 AM
1 172
4 1.
9 3
6 0
0 178
5 0
18 3
7 0!
407
07:30 AM
4 275
2 0
16 5
5 2
4 310
11 2
28 2
11 0
677
07:45 AM
6 262
6 0
21 8
7 1
2 378
17 1
28 4
9 0
690
Total
11 649
12 1
46 16
18 31
6 866
33 31
74 9
27 0.
1774
08:00 AM
4 166
3 0
33 8
1 4
6 371
10 0
25 7
26 0
664
08:15 AM
10 127
6 1
21 6
1 0
6 315
6 0
33 3
24 1
560
08:30 AM
10 158
3 1
20 12
1 1
4 240
9 0
26 5
7 2
499
08:45 AM
4 151
9 1
22 6
1 1
1 269
4 2
12 7
14 0;
504
Total
28 602
21 3
96 32
4 6
17 115
29 2
96 22
71 3
2227
09:00 AM 8 151 11 01 23 3 10 41 3 199 8 01 16 3 4 0 443 *** BREAK ***
Total 8 151 11 01 23 3 10 41 3 199 8 01 16 3 4 0 443
*** BREAK ***
03:30 PM 7 221 13 0 7 6 5 0 2 227 22 0 18 3 5 0 536
03:45 PM 6 262 14 0 9 8 3 0 7 223 12 0 16 4 5 0_ 569
Total 13 483 27 01 16 14 8 01 9 450 34 01 34 7 10 0 1105 04:00 PM 11 281 13 1 10 6 4 1 8 221 19 21 15 7 6 0` 605 04:15 PM 22 265 9 0 13 10 5 0 2 226 16 0 17 4 10 0. 599 04:30 PM 11 274 10 1 6 1 3 1 6 240 26 0 11 8 7 0 j 605
04:45 PM 14 341 8 0 11 7 1 0 5 216 14 0 23 6 8 0_ 654
Total 58 116 40 2 40 24 13 2 21 903 75 2 66 25 31 0 2463 05:00 PM 24 371 9 0 6 10 7 2 0 225 11 0 9 8 7 0 689
05:15 PM 14 386 5 0 14 2 6 1 2 233 29 0 9 9 10 _ 0 720
05:30 PM 11 393 11 0 8 11 8 0 3 188 11 0 11 11 9 0 675
05:45 PM 17 415 11 0 7 9 3 1_ 8 217 18 0 15 8 6 0 735
Total 66 156 36 0 35 32 24 4 13 863 69 0 44 36 32 0 2819 06:00 PM 14 333 13 0 6 2 3 1 5 184 17 0 1 21 6 7 1 613
06:15 PM 14 283 14 1 8 2 7 0 1 236 15 1 j 9 7 8 1 607
Grand Total 212 5227 174 7 270 125 87 20 75 4896 280 8 360 115 190 5 12051 Apprch % 3.8 93.0 3.1 0.1 53.8 24.9 17.3 4.0 1.4 93.1 5.3 0.2 53.7 17.2 28.4 0.7 Total % 1.8 43.4 1.4 0.1 2.2 1.0 0.7 0.21 0.6 40.6 2.3 0.1 3.0 1.0 1.6 0.0 :
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304021
Site Code : 00000975
Start Date : 04/10/2003
Page No :2
— —
Southbound
Westbound
yENpE EET --
Northbound Eastbound
Start Rig
i Thr
Left
Pe i App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig Thr
, Pe � App.
Left
Time ht
u
ds Total
ht
u
ds
Total
ht
u
ds
Total
ht ! u
I ds � Total ; 1
-� --- -
Peak Hour From U/:15 AM to Uy:UU AM
Intersecti
07:30 AM
on
Volume
24 777
17 1
812
Percent
3.0 94.
2.1 0.1
07:45
6 20
6 0
214
Volume
2 Peak
Factor
High Int.
07:30 AM
Volume
4 25
2 0
281
Peak
0.72 Factor
2 veaK 1 Or 1
91 27
14 7 139
65. 19.
10. 5.0
5 4
1 21
8 7
1 37
08:00 AM
33 8 1 4 46
0.75 5
13 143
18 44
3 74
9 95.
1.3 3.1
0.2 37
2 17
1 398
07:45 AM
2 377 17 1 398
0.90 4!
Int.
otal,
11 16
70 1 201
259
56. 8.0
34. 0.5
28 4
9 0 41
690
0.939
08:15 AM
33 3
24 1 61
0.82 4
Out In Total
Kignt inru U.YU Ved§
�O
~ 2 North L "
c _
110/03 8:15:00 AM
O N Turning Movements a
I�o
d C L of
Left Thru Right Peds
r- 8U tjl T o a
IRVINE AVENUE
FI ">6
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
--- ----
j
Southbound
Westbound
Start
Rig
Thr
Left '
Pe
App.
Rig
Thr
Left
Pe
App.
Time !
ht
u
i
ds
Total
ht
u
ds
Total
Peak Hour From
03:30 PM to 06:15
PM
- Peak 1 of
1 Intersecti
05:00 PM
on
Volume
66 65
36 0
166
35 32
24 4
95 Percent
4.0 93.
2.2 0.0
36. 33.
25. 4.2
9 8
7 3
05-45
17 45
11 0
443
7 9
3 1
20 Volume
Peak
Factor
High Int.
05:45 PM
05:30 PM
Volume
17 45
11 0
443
8 11
8 0
27 Peak
0.94 0.88
Factor
1 0
IRVINE AVE
Northbound
Rig Thr
Left
Pe
App.
ht u
ds
Total
13 83
69 0
945
1.4 91.
7.3 0.0
8 21
18 0
243
05:15 PM
2 23
29 0
264
0.89 5
File Name : H0304021
Site Code : 00000975
Start Date : 04/10/2003
Page No :3
Eastbound
ig Thr i Left Pe App. Int.
ht u I ds _ Total Total
44 36
32 0
112 281
9 39.
32. 28• 0.0
3 1
6 15
8 6 0
29 735
' 0.959
05:30 PM
11 11 9 0 31
0.90 3.
Out In Total
i
Rightru e e s
4-' 1 �►
�'� - IH0
2 North
—! a-2 —
rn
/10/03 5:45:00 PM
K Turnin Movements
y j Ig
Left Thru Right Peds
n
IRVINE AVENUE
City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
F-W Direction: SANTIAGO DRIVE
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Groups Printed- Tuminq Movements
File Name : H0304022
Site Code : 00000976
Start Date : 04/08/2003
Page No : 1
IAGO DRIVE
Southbound
Westbound
Northbound
Eastbound
Int
Start Time Right
Thru
Left
Peds
Right
Thru '
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
_
Tota
Factor
1.0 1.0 1
1.01 1.0
1.0 1 1.0 i
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0 !
1.0 l A
_
07:15 AM
4 109
9 1
16 13
3 0
2 225
8 1
18 6
12 ___
2 42�
07:30 AM
5 136
10. 1
17 11
6 3
0 310
17 3
21 3
26 1
57C
07_:45 AM
9 191
14 31
28 15
8 21
1 366
9 1
26 7
24 0
701
_
Total
18 436
33 5
61 39
17 51
3 901
34 51
65 16
62 _
3 170::
08:00 AM
18 141
10 1
32 8
2 0
2 361
14 0
I 42
14 27
0 672
08:15 AM
4 132
17 0
30 18
6 4
4 337
23 0
27 7
30 1
64C
08:30 AM
3 118
9 0
26 12
3 2
5 281
25 0
21 6
20 0 i
531
08:45 AM
7 110
15 2
33 11
1 4
3 253
16 0
23 8
13 0
Total
32 501
51 31
121
49 12
10 14
i22
78 0
113
35 90
1 _495
2342
09:00 AM 1 136 12 11 22 11 4 41 1 188 13 1 19 12 14 0 439 *" BREAK **-*
Total 1 136 12 1 1 22 11 4 41 1 188 13 1 19 12 14 0 499 *** BREAK ***
03:30 PM 10 239 14 3 22 18 1 1 3 207 25 1 16 11 8 0 579 _ 03:45 PM 12 259 16 0 18 11 4 21 5 188 19 1 17 18 8 _0 Total 22 498 30 3 40 29 5 31 8 395 44 21 33 29 16 0 1157 04:00 PM 13 252 15 1 23 11 4 0 2 188 21 1 24 11 4 0 570 04:15 PM 16 288 16 1 14 12 4 1 3 175 28 1 24 9 14 0 606 04:30 PM 16 274 15 2 16 16 5 0 5 170 20 1 17 13 14 0 584 04:45 PM 12 295 12 31 7 21 5 3 6 178 20 0 18 9 10 4 . 603 Total 57 110 58 7 1 60 60 18 4 16 711 89 3I 83 42 42 4. 2363 05:00 PM 17 331 16 3 16 14 3 2 4 182 48 1 27 14 12 0; 690 05:15 PM 33 405 25 0 24 15 6 0 4 199 23 0 32 15 9 0 790 05:30 PM 17 364 18 5 13 11 3 0 2 200 20 1 19 13 11 0 697 05:45 PM 19 440 17 1 19 10 4 2 3 187 32 0 23 12 8 0 ! 777 Total 86 150 76 9 72 50 16 4 13 768 123 2 101 54 40 0 2954 06:00 PM 16 365 32 2 18 8 3 0 2 180 16 1 I 18 10 10 2 683 06:15 PM 15 301 20 1 13 13 4 3 5 154 17 0 18 7 9 0 580
Grand Total 247 4886 312 31 407 259 79 33 62 4529 414 14 450 205 283 10 12221 Apprch % 4.5 89.2 5.7 0.6 52.3 33.3 10.2 4.2 1.2 90.2 8.2 0.3 47.5 21.6 29.9 1.1 Total % 2.0 40.0 2.6 0.3 3.3 2.1 0.6 0.3 0.5 37.1 3.4 0.1 3.7 1.7 2.3 0.1 p1to
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304022
Site Code : 00000976
Start Date : 04/08/2003
Page No :2
Southbound
Westbound
Northbound j Eastbound
Start Rig
I Thr
Left
Pe
App.
Rig
Thr Pe
Left
App.
Rig Thr
; Left
Pe
App. i Rig
Thr
Pei P.
Left
Time ht
u
ds
Total
ht
u I ds
Total
ht u
I
ds
Total ; ht
u
_ ds _Total . l
Peak Hour From U7:15 AM to 09:00 AM
Intersecti
07:30 AM
on
Volume
36 600
51 5
692
Percent
5.2 86.
7.4 0.7
07-45
9 11
14 3
217
Volume
Peak
Factor
High Int.
07:45 AM
Volume
9 19
14 3
217
Peak
0.79 Factor
7 Peak l of l
10 52
22 9 190
7 56.
27. 11.
4.7 3
4 6
28 15
8 2 53
08:15 AM
30 18 6 4 58
0.81 9
Int.
otal
7 13 63 4 1441 11 31 10 2 256 258
74 81 6 7 6
0.5 94' 4.4 0.3 45. 12. 4Z. 0.8
9 3 1 8
1 36 9 1 3771 26 7 24 0 57 704
j 0.918
O7:45-AM
1 36 9
6 1 377
0.96 0;
08:00 AM
42 14 27 0 83
0.77 1
IKVINt VENUE
Out In Total
K19M 1r1U- L-15Y 114
1 i
~ rg � � � NOrtI,
�_ �Turning
8103 8:15:00 AM m
�i w Movements r
p CD
N
I Left Thru Right Peds
"1114
I otall
IRVINE AVENUE
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304022
Site Code : 00000976
Start Date : 04/08/2003
Page No : 3
L AVERQE —
Ar1TfA o�R1vE—_._..
Southbound
Westbound
Northbound
Eastbound
i Start Rig Thr
Left
Pe App.
I
Rig
Thr
I Left Pe App.
Rig Thr
Left Pei App.
Rig
Thr 'Left Pe ; App. Int.
Time ht u
ds Total
ht
ui
ds Total
ht u
ds Total I
ht
u I ds ; Total Total
Peak Hour From UJ:JU FM to Ub:1b FM
Intersecti
05:00 PM
on
Volume
86 15
76 9
171
40 Percent
5.0 90.
4.4 0.5
05-15
33 40
25 0
463
Volume
Peak
Factor
High Int.
05:45 PM
Volume
19 444
17 1
477
Peak
0.89 Factor
7 F'eaK l Oi l
72 50
16 4
142
50. 35.
11. 2.8
7 2
3 24
15 6
0 45
05:15 PM
24 15 6 0 45
0.78 9
13 78 13 2 9061 11 54 40 0 195 294
1.4 84. 13. 0.2 51. 27. 20. 0.0
8 6 8 7 5
4 19 23 0 22632 15 9 0 56 790
0.935
05:00 PM j 05:15 PM
4 12 48 1 235 32 15 9 0 561
0.96 0.87 '
4 1'
P I!'�
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: IRVINE AVENUE Irvine, CA. 92614
-W Direction: UNIVERSITY DRIVE
C4mnns PrintaA_ Tuminn Mnvaments
File Name : h03O4O24
Site Code : 00000917
Start Date : 05/08/2003
Page No : 1
IRVINE AVENUE
UNIVERSITY DRIVE
IRVINE AVENUE
UNIVERSITY DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
I Left
Peds
Right
Thru
I Left
Peds
Ina.
Tota I
Factor
1.01 1.0
1 1.0
1 1.0
1.0 1.01
1.01 1.0
1.01 1.01
1.01 1.0
1.01 1.01
1.0 1.0
07:15 AM
8 72
3 0
7 6
0 0
2 200
20 1
18 4
15 0
356
07:30 AM
14 113
12 1
2 2
1 0
2 289
19 0
29 13
43 0
540
07:45 AM
11 129
14 0
2 3
3 01
5 416
48 0
20 22
67 0
740
Total
33 314
29 1
11 11
4 01
9 905
87 1
67 39
125
01 1636
08:00 AM 18 138 22 1 6 2 4 0 9 413 38 6 27 19 67 6 776
08:15 AM 15 141 16 0 0 1 0 1 7 365 32 5 11 10 32 0 636
08:30 AM 14 138 14 0 2 1 2 2 8 294 39 6 17 19 35 0 591
08:45 AM 13 130 18 3 4 3 4 0 7 281 19 5 20 13 28 0 548
Total 60 547 70 4 12 7 10 3 31 1353 128 221 75 61 162 6 2551 09:00 AM 13 122 13 01 2 1 2 01 11 195 21 1 21 19 35 1 457 *"* BREAK *"*
Total 13 122 13 01 2 1 2 01 11 195 21 1 21 19 35 1 457
** BREAK ***
11:30 AM 12 199 8 0 14 5 18 1 7 163 26 1 23 9 18 0 504
11:45 AM 12 201 13 0 10 11 11 0 5 116 20 0 19 8 15 0 441 Total 24 400 21 01 24 16 29 1 12 279 46 1 42 17 33 01 945 12:00 PM 21 230 16 1 21 22 21 0 3 145 13 0 24 8 22 1 548 12:15 PM 8 206 39 1 17 19 9 1 6 178 18 0 22 10 23 1 558 12:30 PM 6 225 16 0 14 8 6 0 10 150 20 1 16 15 12 0 499 12:45 PM 5 184 22 0 11 9 4 2 6 143 27 0 26 17 28 3 487
Total 40 845 93 2 63 58 40 3 25 616 78 1 88 50 85 5 2092 01:O15 PM PM 19 221 10 0 13 6 8 0 6 170 21 1 I 13 13 10 10 19 2 501 *** BREAK ***
Total 21 457 19 07 22 14 9 01 11 320 37 31 23 23 22 11 982 *** BREAK ***
03:30 PM 8 259 7 2 14 6 2 0 8 179 18 0 14 6 22 0 545
03:45 PM 15 313 7 20 13 7 4 0 4 175 28 2 17 11 17 21 654 Total 23 572 14 221 27 13 6 01 12 354 46 21 31 17 39 211 1199 04:00 PM 19 267 13 0 9 8 3 0 8 155 20 0 40 5 19 01 566
04:15 PM 24 291 8 6 4 8 9 2 7 179 28 0 19 6 23 0 614
04:30 PM 21 306 8 0 14 8 9 0 8 179 34 1 26 6 11 1 632
04:45 PM 26 355 15 1 8 18 4 0 4 159 17 0 39 7 16 0 669
Total 90 1219 44 7 35 42 25 2 27 672 99 1 124 24 69 1 2481 05:00 PM 29 396 13 4 18 21 16 1 9 171 16 1 29 7 22 4 757 05:15 PM 43 438 19. 2 22 19 12 2 10 147 27 1 35 4 15 2 798 05:30 PM 45 408 12 5 12 18 10 1 6 185 28 0 34 11 23 5 803 05:45 PM 39 443 14 0 16 18 9 2 12 168 21 2 30 5 20 0 799 Total 156 1685 58 11 68 76 47 61 37 671 92 4 128 27 80 11 3157 06:00 PM 41 406 12 3 14 22 10 0 5 185 25 2 23 3 13 2 766 06:15 PM 15 352 6 1 17 21 15 0 6 155 17 2 24 16 13 2 662 Grand Total 516 6919 379 51 295 281 197 15 186 5705 676 40 646 296 676 50 16928 Apprch 70 6.6 88.0 4.8 0.6 37.4 35.7 25.0 1.9 2.8 86.3 10.2 0.6 38.7 17.7 40.5 3.0 Total 7o 3.0 40.9 2.2 0.3 1.7 1.7 1.2 0.1 1.1 33.7 4.0 0.2 3.8 1.7 4.0 0.3 Ptr 3
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : h03O4O24
Site Code : 00000917
Start Date : 05/08/2003
Page No :2
IRVINE AVENUE
UNIVERSITY DRIVE
IRVINE AVENUE
UNIVERSITY DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left Pe
App.
Rig Thr
Left
Pe
App. Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht u
ds
Total Total
Heak Hour From U/:15 AM to Uy:UU AM
Intersect!
07:45 AM
on
Volume
58 56
66 1
671
Percent
8.6 81.
9.8 0.1
4 18 138
22 1
179
V08m0
Peak
Factor
High Int.
08:00 AM
Volume
18 133
22 1
179
Peak
0.93 Factor
7 real( 1 Or 1
10 7
9 3
29 34. 24.
31. 10.
5 1
0 3
6 2
4 0
12 08:00 AM
6 2
4 0
12 0.60
41 29 88 15 17 1691
1.7 88. 9.3 1.0
9 43 38 6 466
07:45 AM
5 46 48 0 469
0.90 1
75 70 20 6 352
21. 19. 57. 1.7
3 9 1
27 19 67 6 119
08:00 AM
27 19 67 6 119
0.73 9
IRVINE AWNUE
Out In Total
1699 ETE 2370
58 j 5461 661 1
Ri ht Thru Left Peds
`
North
f_7rr
8/o3 7-45:00 AM
2 ro
n
8103 6:30:00 AM
r
o
N
oN
Turn Movements
rr
gym'
41 T r
Left Thru Ri ht Peds
1571 14881 291 17
® 1691 2321
Out In Total
IRVINE AVENUE
P o y-
12743
776
0.884
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : h0304024
Site Code : 00000917
Start Date : 05/08/2003
Page No :3
IRVINE AVENUE
UNIVERSITY DRIVE
IRVINE AVENUE
UNIVERSITY DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
I Pe
I App.
Rig
Thr
I
Left
Pe
App.
I
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 11:3U AM to U1:19 PM
Intersecti
12:00 PM
on
Volume
40 85
93 2
980
Percent
4.1 86.
9.5 0.2
8 26
39 1
254
Volume
Peak
Factor
High I nt.
12:00 PM
Volume
21 233
16 1
268
Peak
0.91 Factor
4 PeaK 1 of 1
63 58
40 3
164
38. 35.
24. 1.8
4 4
4 17 19
9 1
46 12:00 PM
21 22
21 0
64 0.64
1 25 661 78 1 720
3.5 85. 10. 0.1
6 8
6 178 18 0 202
12:15 PM
6 187 18 0 202
0.89 1
88 50
85 5
228
38. 21.
37. 2,2
6 9
3 2092
22 10 23 1 561 558
12:45 PM
26 17 28 3
IRVINE AVENUE
Out In Total
764 1 9BD I 1 1744
40 845 2
_931
Right Thru Left Peds
mo
10 o
North
C N
H
C
m
810312:00:00 PM
5 m trn—
� 1
8103 12:45:00 PM
r
o
A
m
n
o
Tumin Movements
m
�o rn
�m
2 CL
ro —
Left Thru Mgt Peds
781 6161 25 1
973 720 1693
Out In Total
IRVINE AVENUE
p h<
0.937
74 0.77
0 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : h03O4O24
Site Code : 00000917
Start Date : 05/08/2003
Page No : 4
IRVINE AVENUE
UNIVERSITY DRIVE
IRVINE AVENUE
UNIVERSITY DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour 1-rorn U3:JU PM to Ub:lb t'M
Intersect!
05:15 PM
on
Volume
166 196
57 10
1930
Percent
8.7 87.
3.0 0.5
05,3
45 400
12 5
470
Volume
Peak
Factor
High Int.
05:15 PM
Volume
43 433
19 2
502
Peak
0.96 Factor
1 Peak 1 of 1
64 77
41 5
187
34. 41.
21. 2.7
2 2
9 12 18
10 1
41 05:15 PM
22 19
12 2
55 0.85
0 68
10 33
5 824
83. 12.
4.0 0.6
1 3
18 6
28 0
219
05:30 PM
6 18 28 0 2.19
0.94 1
12 23
71 9
225
2 54.
10. 31.
4.0 2
2 6
3166
34 11 23 5 731 803
05:30 PM
34 11 23 5
IRVINEAVENUE
Out In Total
820 1930 1 2750
168 1695 57 10
Right Thru Left Peds
�O
C
M
North
�
" "
cN
F-
N _
5:15:00PM
2,
6:00:00 PM
rTuminct
r,
0rr
hMovements
i r
Left Thru Right Peds
1o1 885 331 5
1858 824 2682
Out In Total
IRVINE AVENUE
Pitt
0.986
73 0.77
1 City: NEWPORT BEACH
N-S Direction: IRVINE AVENUE
'•W Direction: MESA DRIVE
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
r,rnuns Printers- Tumina Mnvaments
File Name : H0304025
Site Code : 00000917
Start Date : 05/07/2003
Page No : 1
IRVINE AVENUE
MESA DRIVE
IRVINE AVENUE
MESA DRIVE
I
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.01 1.01
1.01 1.0
1.01 1.0
1 1.01
1.01 1.0
1.0 1 1.0
1.0 1.01
1.01 1.0
07:15 AM
5 84 0
0 1
8 32
0 44
180 9
1 17
25 18
0 424
07:30 AM
4 91 2
0 3
10 29
5 91
206 7
0 16
46 27
0 537
07:45 AM
6 105 1
1 3
8 52
1 121
344 21
0 13
65 42
0 783
Total
15 280 3
1 7
26 113
6 256
730 37
1 46
136 87
0,
1744
08:00 AM
10 92
4 0
2 18
47 0
121
275
26 0
25 60
30 0
710
08:15 AM
14 126
2 0
2 7
32 3
125
287
18 0
31 48
37 0
732
08:30 AM
6 126
3 1
2 10
22 8
80 229
11 0
14 36
19 0
567
08:45 AM
4 113
1 0
1 6
40 8
65 233
13 0
18 35
13 0
550
Total
34 457
10 1
7 41
141
19 391
1024
68 0
88 179
99 0
2559
09:00 AM
7 133
2 01
1 18
33 81
67 169
11 01
11 22
12 01
494
*"* BREAK ***
Total
7 133
2 01
1 18
33 81
67 169
11 01
11 22
12 01
494
*"* BREAK ***
11:30 AM
18 154
4 0
4 19
32 6
23 143
5 0
19 7
12 1
447
11:45 AM
11 190
1 0
4 23
62 7
50 137
14 0
23 15
10 0
547
Tota 1
29 344
5 01
8 42
94 131
73 280
19 01
42 22
22 1.
994
12:00 PM
23 191
1 0
4 30
85 6
34 131
12 0
22 11
11 1
562
12:15 PM
24 185
4 0
5 27
64 11
39 173
11 0
18 11
11 0
583
12:30 PM
15 163
3 4
8 27
49 3
51 141
13 1
13 24
8 4
527
12:45 PM
39 184
2 0
1 31
53 4
59 153
21 0
19 .25
13 0
604
Total
101
723
10 4
18 115
251
24 183
598
57 1
72 71
43 5
2276
01:00 PM
13 167
5 0
3 23
58 2
50 140
16 0
14 14
5 0
510
01:15 PM
25 177
2 0
8 15
56 0
63 159
20 5
22 25
7 0
584
*** BREAK ***
Total
38 344
7 0
_
11 38
114
2 113
299
36 51
36 39
12 0 1094
*** BREAK ***
03:30 PM
14 196
0 01
3 36
57 0 �
37 135
25 1
13 25
8 0
550
03:45 PM
12 211
1 0
0 35
71 3
42 180
16 0
24 20
7 0
622
Total 26 407 1 01 3 71 128 31 79 315 41 1 1 37 45 15 01 1172 04:00 PM 27 218 1 0 1 32 59 4 33 133 9 0 26 11 11 0 565 -04:15 PM 14 241 0 0 2 37 81 3 40 157 16 0 23 20 11 2 647 04:30 PM 21 258 3 0 1 40 101 6 44 134 15 0 37 9 10 0 679 04:45 PM 28 271 3 0 3 42 103 3 38 148 8 0 21 23 4 1 696 Total 90 988 7 0 7 151 344 16 155 572 48 0 107 63 36 3 2587 05:00 PM 42 279 0 0 7 88 125 9 38 162 13 0 29 15 11 0 818 05:15 PM 55 334 1 0 9 98 122 5 45 153 22 5 43 20 11 0 923 05:30 PM 41 299 1 0 2 122 143 5 48 102 16 1 47 18 12 0 857 05:45 PM 35 356 0 0 3 74 116 9 44 144 18 2 43 20 9 3 876 Total 173 1268 2 0 21 382 506 28 175 561 69 8 162 73 43 3 3474 06:00 PM 26 331 1 0 2 62 110 7 36 164 19 0 30 12 9 0 809 06:15 PM 24 274 3 0 0 39 99 12 35 129 16 0 22 16 12 0 681 Grand Total 563 5549 51 6 85 985 1933 138 1563 4841 421 16 653 678 390 12 17884 Apprch % 9.1 89.9 0.8 0.1 2.7 31.4 61.5 4.4 22.8 70.8 6.2 0.2 37.7 39.1 22.5 0.7 Total % 3.1 31.0 0.3 0.0 0.5 5.5 10.8 0.8 8.7 27.1 2.4 0.1 3.7 3.8 2.2 0.1 Fitt
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304025
Site Code : 00000917
Start Date : 05/07/2003
Page No : 2
IRVINE AVENUE
MESA DRIVE
IRVINE AVENUE MESA DRIVE
Southbound
Westbound
Northbound Eastbound
Start Rig
I Thr
Pe App.
Rig Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe App.
Int.
Time ht
u
Left
ds Total
ht u
Left
ds
Total
ht
Left
u
ds
Total
ht
u
Left
ds Total
Total
NeaK dour t'rom U/:10 AM r0 Uy:UU AIVI
Intersecti
07:45 AM
on
Volume
36 4
10 2
497
Percent
7.2 90.
2.0 0.4
07:45
6 10
1 1
113
Volume
5 Peak
Factor
High Int.
08:15 AM
Volume
14 16
2 0
142
Peak
0.87 Factor
5 veaK i or 1
9 43
13 12
217
4.1 19.
70. 5.5
8 5
3 8
52 1
64 08:00 AM
2 18
47 0
67i
0.81 01
44 11 76 0 1658
7 35
27. 68. 4.6 0.0
0 5
12 34 21 0 486
1 4
07:45 AM
12 34 21 0 486
1 4
0.85 3
83 200 128 0 420
19. 49. 30. 0.0
8 8 5
13 65 42 0 120
07:45 AM
13 65 42 0 120
0.87 5
IRVINEAVENUE
Out In Total
1272 497 F 1769
361 449 10 2
Right Thru Left Peds
1 L►
ca
�"
J
I
rm
°
rn
0)�
North
O
O
c�
N L-0
+-5
2wU.
rr
/0.3 7:45:00 AM
3 m E
/03 8:30:00 AM
��
�
O�
c9
Tumin Nbvements
rr
�
mo
N
�
Left Thru Right Peds
76 1135 4471 0
® 1658
Out In Total
IRVINE AVENUE
12792
783
0.891
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304025
Site Code : 00000917
Start Date : 05/07/2003
Page No :3
IRVINE AVENUE
MESA DRIVE
IRVINE AVENUE
MESA DRIVE
Souhbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe I App.
Rig
I Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 11:JU AM to U1:15 NM
Intersecti
12:00 PM
on
Volume
10 73
10 4
838
Percent
1 86.
1.2 0.5
1 3
39 14
2 0
225
Volume12-45
Peak
Factor
High Int.
12:45 PM
Volume
39 18
2 0
225
Peak
0.93 Factor
1 Peak 1 OT 1
18 15
21 24
408
4.4 28.
61. 5.9
2 5
1 31
53 4
89 12:00 PM
4 30
85 6
125
0.81 6
18 59
57 1
839
3 8
21. 71.
6.8 0.1
8 3
13 59
21 0
233
12:45 PM
59 13 21 0 233
0.90 0
72 71 43 5 191 2276
37. 37. 22. 2.6
7 2 5
19 25 13 0 571 604
1 0.942
12:45 PM
19 25 13 0 57
0.83 8
IRVINE AVENUE
Out In Total
859 838 1497
101 723 101 4
RIhtThru Left Peds
~'
J
CO
LJ
North
a
cM
': 2
cn
Ur
l0312:00:0' PM
_
A
/0312:45:00 PM
N
w
0 T ming Movements
rr
g
Left Thr Riht Peds
571 5981 1831 1
1046 839 1885
Out In Total
I IRVINE AVENUE
pie?
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304025
Site Code : 00000917
Start Date : 05/07/2003
Page No : 4
IRVINE AVENUE
MESA DRIVE
IRVINE AVENUE
MESA DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
real( Hour rrom ui:iu rM to UU:io rm
Intersecti
05:00 PM
on
Volume
17 12
2 0
1443
68 Percent
12.87,
0.1 0.0
55 34
1 0
390
Volume
Peak
Factor
High Int.
05:45 PM
Volume
35 35
0 0
391
Peak
0.92 Factor
3 reaK i oT i
38 500
21 28 937
40. 54.
2.2 3.0
8 0
12 9
98 5 234
05:30 PM
2 12 13 5 272
0.86 1
17 56 69 8 813
5 1
21. 69, 8.5 1.0
5 0
45 13 22 5 225
05:15 PM
45 13 22 5 225
0.90 3
16 73 43 3 281 3474
2 57. 26. 15. 1.1
7 0 3
43 20 11 0 74 923
10.941
05:30 PM
47 18 12 0 77
0.91 2
IRVINE AVENUE
Out In Total
625 1443
173 1266 2 0
RI ht T u L� Peds
l
N
C)
NCO
North
c
r- t—►
t —2 corr
`�
035:00:00PMN03
5:45:00 PMmMovementso�m
r7.rnjing
�m
+1 I r
Left Thru Ri ht Peds
691 5611 1751 8
1936 813 2749
Out In Total
IRVINE AVENUE
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: JAMBOREE ROAD Irvine, CA. 92614
-W Direction: BAYSIDE DRIVE
rmi me PrinfM-Tnminn KA-mmunte
File Name : H0304062
Site Code : 00000883
Start Date : 04/08/2003
Page No : 1
JAMBOREE ROAD
BAYSIDE DRIVE
JAMBOREE ROAD
I BAYSIDE DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.01 1.0
1.01 1.0 j
1.01 1.0
1.0 1.0
1.0 1.0
07:15 AM
19 31
9 0
3 8
9 1
9 66
29 1
24 15
17 1
242
07:30 AM
17 23
8 0
6 31
9 6
13 100
33 1
27 21
30 8
333
07:45 AM
15 33
12 0
8 26
11 2
11 118
32 2
20 23
25 2
340
Total
51 87
29 01
17 65
29 91
33 284
94 4
71 59
72 11
915
08.00 AM 25 40 11 0 11 24 6 2 12 94 45 0 19 21 26 5 341 08:15 AM 18 46 11 3 7 27 8 11 13 97 31 2 17 20 24 2 337 08:30 AM 23 42 13 3 14 24 3 9 10 91 36 4 20 24 21 1 338 08:45 AM 17 44 11 2 9 24 6 10 14 83 40 8 21 23 24 5 341 Total 83 172 46 8 41 99 23 32 49 365 152 14 77 88 95 13 1357 09:00 AM 19 41 13 61 14 23 6 9 12 86 29 1 18 22 16 21 317 *** BREAK ***
Total 19 41 13 61 14 23 6 91 12 86 29 1 18 22 16 21 317 *** BREAK ***
03:30 PM 53 73
03:45 PM 41 51 18 001 11 45 24 0 16 68 39 0 55 40 29 2 429 Total 94 124 22 01 27 89 39 01 33 141 75 01 104 84 53 71 892 04:00 PM 35 53 11 0 10 50 14 0 12 60 33 0 42 56 23 15 414 04:15 PM 46 52 15 0 17 51 12 1 16 59 45 0 53 47 28 14 456 04:30 PM 38 56 20 1 16 44 17 3 13 63 39 1 55 51 28 9 454 04:45 PM 43 68 21 0 15 58 14 0 16 62 41 1 49 49 23 13 473 Total 162 229 67 1 58 203 57 4 57 244 158 2 199 203 102 51 1797 05:00 PM 39 62 18 0 17 59 13 4 14 66 37 2 52 51 16 16 466 05:15 PM 48 83 16 2 18 55 18 3 19 62 40 11 45 49 24 9 502 05:30 PM 43 72 17 1 17 59 20 0 16 67 37 3 43 53 29 9 486 05:45 PM 46 76 15 0 21 51 20 0 20 73 44 1 47 53 22 10 499 Total 176 293 66 3 73 224 71 7 69 268 158 17 187 206 91 44 1953 06:00 PM 43 73 19 1 19 57 16 6 21 61 49 2 49 51 27 9 503 06:15 PM 43 68 14 3 17 57 19 3 19 63 39 1 45 52 22 8 473 Grand Total 671 1087 276 22 266 817 260 70 293 1512 754 41 750 765 478 145 8207 Apprch % 32.6 52.9 13.4 1.1 18.8 57.8 18.4 5.0 11.3 58.2 29.0 1.6 35.1 35.8 22.4 6.8 Total % 8.2 13.2 3.4 0.3 3.2 10.0 3.2 0.9 3.6 18.4 9.2 0.5 9.1 9.3 5.8 1.8
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304062
Site Code : 00000883
Start Date : 04/08/2003
Page No :2
JAMBOREE ROAD
BAYSIDE DRIVE
JAMBOREE ROAD
BAYSIDE DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
I
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
reaK tiour from U/Un AM TO Uy:UU AM -
Intersecti
08:00 AM
on
Volume
83 12
46 8
309
Percent
26.. 55.
14. 2.6
08:45
17 44
11 2
74 Volume
Peak
Factor
High Int.
08:30 AM
Volume
23 42
13 3
81 Peak
0.95 Factor
4 reaK 1 OT 1
41 99
23 32 195
21. 50.
11. 16.
0 8
8 4
9 24
6 10 49
08:15 AM
7 27 8 11 53
0.92 0'
35 12
49 14
580
62. 26.
8.4 2.4
9 2
14 83
40 8
145
08:00 AM
12 94 45 0 151
0.96 0
77 88 95 13 273 1357
28. 32. 34. 4.8
2 2 8
21 23 24 5 73 341
10.995
08:45 AM
21 23 24 5 73
0.93 5
JAMBOREE ROAD
Out In Total
501 3 610
F-La73-172146 8
Right Thru Left Peds
L+
m
North
c
mF
`�
8/03 8:00:00 AM
tO
3 � L
8/03 8:45:00 AM
r
u`O,
� �
� N
Tumi Movements
�
+i T rr
Left Thru Ri M Peds
1521 3651 491 14
272 580 852
Out In Total
JAMBOREE ROAD
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304062
Site Code : 00000883
Start Date : 04/08/2003
Page No :3
JAMBOREE ROAD BAYSIDE DRIVE JAMBOREE ROAD BAYSIDE DRIVE Southbound Westbound Northbound Eastbound
Start Rig Thr Left Pe App. Rig Thr Left Pe App. Rig Thr Left Pe App. Rig Thr Left Pe App. Int.
Time ht u ds Total ht u ds Total ht u ds Total ht u ds I Total Total Peak Hour From 03:30 PM to 06:15 PM - Peak 1 of 1
Intersecti
05:15 PM
on
Volume
188 34
67 4
555
Percent
32. 54..
12. 0.7
4 06:00
43 73
19 1
136
Volume
Peak
Factor
High Int.
05:15 PM
Volume
48 83
16 2
149
Peak
0.93 Factor
1 22
75 74
9 380
19. 58.
19. 2.4
7 4
5 19
57 16
6 98
06:00 PM
19 57 16 6 98
0.96 9
76 23
177
17 526
14 26
12 37
529
1990
14. 50.
32. 34.
38. 19.
4 0
3 3.2
8 9
3 7.0
21 61
49 2
133
49 51
27 9
136
503
0.989
05:45 PM
06:00
PM
20 73
44 1
138
49 51
27 9
136
0.95 0.97
JAM13OREE ROAD
Out In Tote)
® 1 `�"
1801 W41 671 4
Right Thru Left Peds
~
cli
vs
J
T
��
a
Q
Nr--2
C
North
(Jl�
N
A
tO
u'
GPM
n'
�+ 3 rr
m t
8/03 6:00:00 PM
r
A
o
O
n�
Tuming Movements
a1
d
N f0
(O
M
Left Thr Ri Peds
1701 2631 76 17
562 526 1088
Out In Total
JAMBOREE ROAD
P�a-3
Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ana, CA. 92705
c-W Direction: SANTA BARBARA-NEWPORT W
r-' n c Prin#.A_ Tnminn KA-.-fe
File Name : H0303013
Site Code : 00000979
Start Date : 03/05/2003
Page No : 1
JAMBOREE ROAD
SANTA BARBARA DRIVE
JAMBOREE ROAD
NEWPORT WAY
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.01 1.01
1.01 1.0
1.01 1.0
1 1.0
1.0 07:15 AM
0 212
75 0
2 0
5 1
71 222
1 3
3 3
2 0
600
07:30 AM
3 217
107
0 13
0 6
0 81
329
3 0
0 1
6 0
766
07:45 AM
5 170
149
0 30
2 9
0 1 96
389
1 01
1 1
12 0
865
Total
8 599
331
0 45
2 20
1 1
248
940
5 31
4 5
20 01
2231
08:00 AM 6 194 155 0 15 0 17 0 119 268 1 0 2 0 9 0 786
08:15 AM 11 174 127 0 8 0 12 0 64 355 0 0 2 1 0 0 754
08:30 AM 7 242 148 0 18 2 12 0 84 346 1 0 0 0 0 0 860
08:45 AM 4 232 126 1 14 4 10 0 68 291 2 0 1 0 7 0 760
Total 28 842 556 1 55 6 51 0 335 1266 4 0 5 1 16 0 3160 09:00 AM 2 207 107 01 18 6 10 01 95 200 0 01 5 2 3 01 655 *** BREAK ***
Total 2 207 107 01 18 6 10 01 95 200 0 01 5 2 3 01 655
*** BREAK ***
� 53 225 23
11:45 AM 8 137 66 0 34 0 23 02 49 197 26 02 3 $ 2 0 550 Total 16 262 146 1 1 39 1 35 21 102 422 49 21 12 9 7 1 1106 12:00 PM 8 188 83 0 53 2 45 01 34 180 4 0 3 1 1 2 604
12:15 PM 8 216 87 0 54 1 39 1 77 175 2 4 4 0 4 1 673
12:30 PM 5 198 95 0 56 2 32 0 57 200 0 0 2 3 2 0 652
12:45 PM 3 195 89 0 65 11 42 0 57 194 6 0 5 0 3 0 670
Total 24 797 354 0 228 16 158 1 225 749 12 4 14 4 10 3 2599 01:115 PM 3 167 94 0' 63 6 50 11 I 47 185 2 0 I 2 3 1 0 624 *** BREAK ***
Total 10 329 193 1 139 6 109 1 103 397 4 01 4 4 7 01 1307 ** BREAK ***
03:30 PM 0 282 66 0 106 15 36 1 68 159 3 0 1 2 1 0 740
03:45 PM 6 252 67 0 100 9 54 2 39 200 4 0 0 0 11 0 744
Total 6 534 133 01 206 24 90 31 107 359 7 01 1 2 12 0_ 1 1484 04:00 PM 8 317 45 0 74 4 88 0 32 219 2 0 3 5 8 2 807
04:15 PM 4 254 67 0 70 5 56 0 36 202 4 1 3 0 1 1 704
04:30 PM 6 322 50 0 97 4 70 0 36 260 0 0 5 2 6 2 860
04:45 PM 4 326 63 0 48 3 88 3 35 217 4 0 1 0 3 0 795
Total 22 121 225 0 289 16 302 3 139 898 10 1 12 7 18 5 3166 05:00 PM 12 316 73 0 112 7 149 0 18 204 2 1 0 3 6 0 903 05:15 PM 18 361 71 0 83 5 88 0 23 252 5 0 3 1 10 0 920
05:30 PM 15 365 57 0 65 7 104 0 21 217 2 0 1 6 7 0 867
05:45 PM 15 306 76 0 79 7 65 0 37 270 0 0 0 1 2 0 858
Total 60 134 277 0 339 26 406 0 99 943 9 1 4 11 25 0 3548 06:00 PM 13 319 77 0 52 7 86 0 23 208 2 0 0 0 0 0 787
06:15 PM 21 276 82 0 54 10 58 1 29 222 5 0 1 2 8 0 769
Grand Total 210 6732 1 248 3 146 4 120 132 5 12 150 5 6598 107 11 62 47 126 9 20812 Apprch % 2.2 71.4 263 0.0 50.1 4.1 45.4 0.4 18.3 80.3 1.3 0.1 25.4 19.3 51.6 3.7 Total % 1.0 32.3 11.9 0.0 7.0 0.6 6.4 0.1 7.2 31.7 0.5 0.1 0.3 0.2 0.6 0.0 P1zE�-
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, GA. 92705
File Name : H0303013
Site Code : 00000979
Start Date : 03/05/2003
Page No : 2
JAMBOREE ROAD
SANTA BARBARA DRIVE
JAMBOREE ROAD
NEWPORT WAY
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe App.
Rig
Thr
Pe
App.
Rig
Thr
App.
Rig
Thr
Pe App.
Int.
Time
ht
u
Left
ds Total
ht
u
Left
ds
Total
ht
Left
u
FPe
ds
Total
ht
u
Left
ds Total
Total
Peak Hour From 0/:15 AM to U9:15 AM
Intersecti
07:45 AM
on
Volume
29 788
5�7
0 1388
Percent
2.1 56.
41. 0.0
07:45
5 17
14 0
324
Volume
0 9
Peak
Factor
High Int.
08:30 AM
Volume
7 22
14 0
397
Peak
0.87 Factor
4 Peak l of 1
71 4
50 0 125
56. 40.
3.2 0.0
30 2
9 0 41
07:45 AM
30 2 9 0 41
0.76 2
36 13 172
3 58 3 0 4
21. 78. 0.2 0.0
1 8
96 39 1 0 486
07:45 AM
96 39 1 0 486
0.88 7
5 2
21 0
28 17.
75. 7.1
0.0 1
1 12
0 14
07:45 AM
1 1 12 0 14
0.50 0
JAMBOREE RO,ATDotal
r�
ml
Right Tr U�ft Peds
a
3 North
~2
Z
>
O
in ,,,
/5/03 7:45:00 AM
D
rl
3 w
�,
¢ j
/5/03 8:30:00 AM
D
Z
v
Movements
v
O
A
a
H
m
+i T +
® 4
Out In Total
P/ a Ii;
326
5 865
0.944
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name
: H0303013
Site Code
: 00000979
Start Date
: 03/05/2003
Page No
: 3
JAMBOREE ROAD
SANTA BARBARA DRIVE
JAMBOREE ROAD
NEWPORT WAY
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig Thr
Pe App.
Int.
Time
ht
I u
Left
ds
Total
ht
u
Left
ds
Total
ht
Left
I ds
I Total
ht u
Left
ds Total
Total
FIeaK Hour t-rom 1i:ju HIVI to ui:in t m
Intersecti
12:15 PM
on
Volume
23 7i
377
1 116
Percent
2.0 66.
31. 0.1
7 12
99 1
269
Volume
Peak
Factor
High Int.
12:15 PM
Volume
8 26
87 0
311
Peak
0.93 Factor
6 rears i oT i
2i 14
12 1
438
57. 3.2
39. 0.2
76 0
59 0
135
01:00 PM
76 0
59 0
135
0.81 1
24 78
104
10 4
23. 75.
1.0 0.4
7 0
22 56
2 0
270
01:00 PM
56 22 2 0 270
0.96 5
13 4
15 1
33 267
8 39. 12.
45. 3.0
4 1
5 2 1
6 0
9 683
0.980
12:15 PM
4 0
4 1
9I
0.91 7
JAMBOREE ROrA-TotalD
I zz7z�
Right Thru Lgft Pe Is
1 >
North
Z
j
D
p
/5/03 12:15:00 PM
D
�
W
/5/03 1:00:00 PM
rm
Y
z _�^
p�ILJI
q
0 o
x
a
H
�"
I I F+
71-99
Out In Total
JAMBOREE ROAD
Souhbound
Start
Rig
Thr
Left
Pe
App.
Time
ht
u
ds
Total
Peak Hour
From
03:30 PM to 06:15 PM
Intersecti
05:00 PM
on
Volume
60 48
27 0
168
Percent
3.6 80.
16. 0.0
4 18
36 71 0
450
Volume
Peak
Factor
High Int.
05:15 PM
Volume
18 36
71 0
450
Peak
0.93 Factor
6 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
SANTA BARBARA DRIVE
Westbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
Peak 1 of
l
3g 26
46 0
771
44. 3.4
52. 0.0
83 5
88 0
176
05:00 PM
12 7
194
0 268
0.71 9
JAMBOREE ROAD
Northbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
99 94
9 1
105
3 2
9.4 89.
0.9 0.1
23 22
5 0
280
05:45 PM
37 207
0 0
307
0.85 7
File Name : H0303013
Site Code : 00000979
Start Date : 03/05/2003
Page No :4
NEWPORT WAY
Eastbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
4 11
25 0
40 10.
27. 62.
0.0 0
5 5
3 1
10 0
14 05:15 PM
3 1
10 0
14 0.71
4 ROAD
Out Total
1307 m]
60 Right Thru Left Peds
T
n
z
� c
�
North
1 �-2
j
D
p ^
3 L
/5/03 5:00:00 PM
/5/03 5:45:00 PM
n
ul
Z�Tumlna
N
Movements:0
�
m
o
N
+1 T F►
Out In Total
Int.
Total
354
8 920
0.964
Transportation Studies, Inc.
1820 E.Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ana, CA. 92705
-W Direction: SAN JOAQUIN HILLS ROAD
r_r .- DriM.A- T„ ;- WAn,r -+n
File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No : 1
JAMBOREE ROAD
SAN JOAQUIN HILLS ROAD
JAMBOREE ROAD
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.01 1.0
1.0 1.0
1.0 1.01
1.0 1
1.0 1.0
1.0 1.01
1.0 1.0
1.0 07:15 AM
9 258
89 0
8 0
12 0
18 206
2 0
10 5
44 0
661
07:30 AM
14 284
115
2 7
2 21
1 21
271
8 0
8 5
72 1
832
07:45 AM
15 319
162
2 9
3 30
1 1 21
395
7 0
14 9
76 01
1063
Total
38 861
366
41 24
5 63
21 60
872
17 01
32 19
192
1 1 2556
08:00 AM
16 373
213
1 4
4 25
0 26
326
2 0
16 18
75 0
1099
08:15 AM
11 305
147
1 3
7 30
0 23
298
7 0
16 11
63 0
922
08:30 AM
12 300
145
1 5
2 29
0 30
263
4 0
11 13
69 3
887
08:45 AM
12 292
125
0 6
2 19
0 28
293
11 0
5 10
55 0
858
Total
51 1277
630
3 18
15 103
0 107
1180.
24 0
48 52
262
3 3766
09:00 AM 16 274 155 1 6 2 26 1 25 236 5 01 11 16 45 01 819 **" BREAK ***
Total 16 274 155 1 6 2 26 1 25 236 5 0 1 11 16 45 0 819 ** BREAK ***
11:3
11:45 AM 12 230 130 11 15 4 32 11 277 216 15 0 18 10 20 11 722 Total 45 499 246 1 22 7 72 1 47 448 20 01 29 13 35 1 1486 12:00 PM 18 211 129 0 7 9 52 0 31 218 20 0 5 13 12 0 725 12:15 PM 26 244 91 0 7 7 44 0 18 215 12 0 8 11 18 0 701 12:30 PM 25 269 154 0 8 5 29 0 21 235 14 0 9 6 18 0 793 12:45 PM 25 257 146 1 28 7 23 0 30 224 17 0 5 7 16 0 786 Total 94 981 520 1 50 28 148 0 100 892 63 0 27 37 64 0 3005 01:115 PM 26 243 127 0 15 3 41 2 I 30 219 17 0 I 8 10 13 0 I 754 *** BREAK ***
Total 48 491 260 01 30 7 74 2 1 60 450 38 01 14 19 28 01 1521 *** BREAK ***
03:30 PM 30 332 137 1 11 8 30 1 20 228 19 0 11 12 14 1 j 855 03:45 PM 38 269 105 2 8 7 42 1 22 303 12 0 15 4 15 0 I 843 Total 68 601 242 31 19 15 72 21 42 531 31 01 26 16 29 1 1698 04:00 PM 25 309 92 1 16 6 48 2 24 265 6 01 11 6 12 01 823 04:15 PM 39 321 112 1 9 10 28 2 13 288 13 0 9 12 22 0 879 04:30 PM 24 297 91 0 12 7 32 0 20 295 13 0 11 4 26 0 832 04:45 PM 39 355 88 2 3 6 32 0 16 269 12 0 16 7 23 0 868 Total 127 128 383 4 40 29 140 4 73 11l 44 0 47 29 83 0 3402 05:00 PM 42 369 92 1 9 13 29 1 18 257 20 0 10 9 16 0 886 05:15 PM 48 371 95 1 13 17 35 0 23 266 27 0 12 11 17 .0 936 05:30 PM 52 353 108 0 16 21 43 0 29 274 31 0 11 13 20 1 972 05:45 PM 57 356 96 3 11 23 46 2 24 254 39 0 15 14 29 0 969 Total 199 144 391 5 49 74 153 3 94 105 117 0 48 47 82 1 3763 06:00 PM 39 294 88 0 21 15 37 0 22 298 34 0 13 10 21 0 892 06:15 PM 43 316 85 0 14 11 33 1 34 307 31 0 15 14 24 0 928 Grand Total 768 831 3366 22 293 208 921 16 664 7382 424 0 310 272 865 7 23836 Apprch % 6.2 66.7 27.0 0.2 20.4 14.5 64.0 1.1 7.8 87.2 5.0 0.0 21.3 18.7 59.5 0.5 Total % 3.2 34.9 14.1 0.1 1.2 0.9 3.9 0.1 2.8 31.0 1.8 0.0 1.3 1.1 3.6 0.0
Start
Rig
Thr
Left
Pe
App.
Time
ht
u
ds
Total
'eak Hour From 07:15 AM to
09:00
AM
Intersecti
07:45 AM
on
Volume
54 97
66 .5
202
Percent
2.7 64.
33. 0.2
08:00
16 37
21 1
603
Volume
3 3
Peak
Factor
High Int.
08:00 AM
Volume
16 33
23 1
603
Peak
0.83 Factor
9 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
Peak 1 of
1 21 16
14 1
152
13. 10.
75. 0.7
8 5
0 4 4
25 0
33 07:45 AM
9 3
30 1
43 0.88
4 ht � ulLeftl dT
10 12 20 0 140
0 82 2
7.1 91. 4 1.4 0.0
26 322 2 0 354
07:45 AM
21 35 7 0 423
0.82 9
File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No :2
ig Thr Pe App. Int.
ht u Left ds Total Total
23 57
51 3
394
14,
12. 71.
0.8 5
9 8
16 18
75 0
109
08:00 AM
16 18 75 0 109
0.90 4
JAMBOREE ROAD
Out In -101aL
Right Tr Lgft Pads
O
J�
T
��
z
a, ,,, LLL���
J
J
2 North
�-2
o
DO
_ c
z
45:00 AM30:00
�
_
AMaO
L
v
�
02 h
a
m
o
4, T r
Out In Total
RQAr
397
1 109
9 0.903
i Start
I rug
I 1 nr I
Left
I
re
I App.
Time
ht
u
ds
Total
Peak Hour From 11:30 AM to 01:15
PM
Intersecti
12:30 PM
on
Volume
98 566
1 1677
110
Percent
5.8 60.
33..
0.1 12:30
25 26
15 0
448
Volume
9 4
Peak
Factor
High Int.
12:30 PM
Volume
25 29
155
0 448
Peak
0.93 Factor
5 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
rclg
1 nr
Left
re
App.
ht
u
ds
Total
Peak l of
l
66 19
122
2 213
31. 8.9
59. 0.9
8 5
29 0
42 01:15 PM
15 3
41 2
61 0.87
3 trig
I nr
Left
re
App.
ht
u
ds
Total
11 900
69 0
1088
10. 83.
6.3 0.0
2 5
21 25
14 0
270
01:00 PM
30 23
21 0
282
0.96 5
File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No ; 3
ht u' Left f ds � Total i Tot
28 32
62 0
122
23. 26.
50. 0.0
0 2
8 9
6 18
0 33
12:30 PM
9 6 18 0 33
0.92 4
JAMBOREE ROAD
Right Th u Lgfl Peds
J
11 L o
n
North
a — 2
L
DO
c
Z
m
/4/03 12:30:00 PM
Z
a
QFaTurnina
C i
/4/03 1:16:00 PM
V emants
f
i
r
Z
N
a
V
m
p
F+
Left Thn] Right P—k
Out In Total
P.( 30
310
0 793
0.977
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, GA. 92705
File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No : 4
Start Rig Thr Pe App. Rig Thr Pe App. Rig Thr Pe App. Rig Thr Pe App. Int.
Time ht u Left ds Total ht u Left ds Total ht u Left ds Total ht u Left ds Total Total Peak Hour From 03:30 PM'to 06:15 PM Peak 1 of 1
Intersecti 05:15 PM
on
Volume
19 13
38 4
196
6 74
7 1
Percent
100.
701.
19. 0.2
05:30
52 35
10 0
513
Volume
3 8
Peak
Factor
High Int.
05:15 PM
Volume
48 3i
95 1
515
Peak
0.95 Factor
2 16
61 76
2 300
20. 25.
53. 0.7
3 3
7 16
21 43
0 80
05:45 PM
11 23 46 2 82
0.91 5
98 10
13 0
132
92 1
1 7.4
82. 9.9
0.0 29
24 31
0 334
06:00 PM
22 29
34 0
354
0.93 3,
51 48
87 1
187
27. 25,
46. 0.5
3 7
5 11
13 20
1 45.
05:45 PM
15 14 29 0 58
0.80 6
JAMBOREE ROAD
L 3T01J
Right 7hru Left Peds
9 0 ~
t-1
J
I4
A
D
Z
J
North
~2
0 c_
?
/4/03 5:15:00 PM
z
5 '
ta-�
K i
/4/03 6:00:00 PMCY
Turning Movements J
rm
y
�
r
N
i7
Z
9 a
H
O
D
�, T r
® 3 ®9
Out In Total
P13/
376
9 972
0.969
Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ana, CA. 92705
-W Direction: SAN JOAQUIN HILLS ROAD
r:mi,ne Printarl- GPFF PI( WT
File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No : 1
JAMBOREE ROAD
SAN JOAQUIN HILLS ROAD
JAMBOREE ROAD
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left�Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.TotalFactor
1.0 1.0
1.0 1.0
1.0 1.0
1.01.0 1.0
1.0 1.0
1.0 1.0
1.0 1 1.01
1.0 07:15 AM
0 0
0 0
32 0
0 0
0 0
0 0
0 0
0 0
32 07:30 AM
0 0
0 0
77 0
0 0
0 0
0 0
0 0
0 0
77 07:45 AM
0 0
0 0
142
0 0
0 0
0 0
0 0
0 0
0 142
Total
0 0
0 0
251
0 0
0 0
0 0
0 0
0 0
0 251
08:00 AM
0 0
0 0
59 0
0 0
0 0
0 0
0 0
0 0
59 08:15 AM
0 0
0 0
51 0
0 0
0 0
0 0
0 0
0 0
51 08:30 AM
0 0
0 0
57 0
0 0
0 0
0 0
0 0
0 0
57 08:45 AM
0 0
0 0
53 0
0 0
0 0
0 0
0 0
0 0
53 Total
0 0
0 0
220
0 0
0 0
0 0
0 0
0 0
01 220
09:00 AM
0 0
0 01
49 0
0 01
0 0
0 01
0 0
0 01
49 *** BREAK ***
Total
0 0
0 0
1 49
0 0
01 0
0 0
01 0
0 0
01 49
*** BREAK ***
11:30 AM
0 0
0 0
112
0 0
0 0
0 0
0 0
0 0
0 112
11:45 AM
0 0
0 0
103
0 0
0 0
0 0
0 0
0 0
0 103
Total
0 0
0 01
215
0 0
01 0
0 0
01 0
0 0
01 215
12:00 PM
0 0
0 0
124
0 0
0 0
0 0
0 0
0 0
0 124
12:15 PM
0 0
0 0
88 0
0 0
0 0
0 0
0 0
0 0
88 12:30 PM
0 0
0 0
90 0
0 0
0 0
0 0
0 0
0 0
90 12:45 PM
0 0
0 0
113
0 0
0 0
0 0
0 0
0 0
0 113
Total
0 0
0 0
415
0 0
0 0
0 0
0 0
0 0
0 415
01:00 PM
0 0
0 0
87 0
0 0
0 0
0 0
0 0
0 0
87 01:15 PM
0 0
0 0
97 0
0 0 I
0 0
0 0
0 0
0 0
97 ** BREAK ***
Total
0 0
0 01
184
0 0
0 0
0 0
01 0
0 0
01 184
*"* BREAK ***
03:30 PM
0 0
0 0
126
0 0
0 0
0 0
0 0
0 0
0 126
03:45 PM
0 0
0 0
137
0 0
0 0
0 0
0 0
0 0
0 137
Total
0 0
0 01
263
0 0
01 0
0 0
01 0
0 0
01 263
04:00 PM
0 0
0 0
138
0 0
0 0
0 0
0 0
0 0
0 138
04:15PM
0 0
0 0
151
0 0
0 0
0 0
0 0
0 0
0 151
04:30 PM
0 0
0 0
141
0 0
0 0
0 0
0 0
0 0
0 141
04:45 PM
0 0
0 0
149
0 0
0 0
0 0
0 0
0 0
0 149
Total
0 0
0 0
579
0 0
0 0
0 0
0 0
0 0
0 579
05:00 PM
0 0
0 0
102
0 0
0 0
0 0
0 0
0 0
0 102
05:15 PM
0 0
0 0
120
0 0
0 0
0 0
0 0
0 0
0 120
05:30 PM
0 0
0 0
110
0 0
0 0
0 0
0 0
0 0
0 110
05:45 PM
0 0
0 0
131
0 0
0 0
0 0
0 0
0 0
0 131
Total
0 0
0 0
463
0 0
0 0
0 0
0 0
0 0
0 463
06:00 PM
0 0
0 0
103
0 0
0 0
0 0
0 0
0 0
01 103
06:15 PM
0 0
0 0
93 0
0 0
0 0
0 0
0 0
0 0
93 Grand Total
0 0
0 0
2835
0 0
0 0
0 0
0 0
0 0
0 2835
Apprch %
0.0 0.0
0.0 0.0
100.
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 Total %
0.0 0.0
0.0 0.0
100.
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 P�3�-
JAMBOREE ROAD
Southbound
Start
Rig
Thr
Left
Pe
App.
Time
ht
u
ds
Total
leak Hour
From
07:15 AM to 09:00 AM
Intersecti
07:30 AM
on
Volume
0 0 0 0
0 Percent
0.0 0.0 0.0 0.0
07:45
0 0 0 0
0 Volume
Peak
Factor
High Int.
7:00:00 AM
Volume
0 0 0 0
0 Peak
Factor
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
SAN JOAQUIN HILLS ROAD
Westbound
Rig
Thr
Pe
App.
ht
u
Left
ds
Total
Peak 1 of 1
32 0 0
0 329
9 10 0.0 0.0
0.0 0.0
14 0 0
0 142
2 07:45 AM
14 0 0
0 142
2 0.57
9 JAMBOREE ROAD
Northbound
Rig
Thr
Left
Pe
App.
ht
u
ds
Total
0 0 0 0
0 0.0
0.0 0.0 0.0
0 .0 0 0
0 7:00:00 AM
File Name
: H0303014
Site Code
: 00000944
Start Date
: 03/04/2003
Page No
:2
SAN JOAQUIN HILLS ROAD
Eastbound
Rig
Thr
Pe
App.
ht
u
Left
ds
Total
0 0 0
0 0
0.0 0.0 0.0
0.0 0
0 0
0 0
7:00:00 AM
JAMBOREE ROAD
329
Right Thru L9ft Peds
0 2
2 North
~-2
DO
mac_
_
?
4/03 7:30:00 AM
Z
a
O
Z
E i
v
4/03 8:15:00 AM
�"REE
m
��
r-
r
N
A
h
°
v
r F+
Out In Total
JAMRQRFF ROAD
p o
I nt.
Total
329
142
0.579
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
JAMBOREE ROAD SAN JOAQUIN
Southbound Westbt
Start Rig Thr Left Pe App. Rig I Thr Left
Time ht u ds Total ht u
Peak Hour From 11:30 AM to 01:15 PM • Peak 1 of 1
Intersecti
11:30 AM
on
Volume
0 0
0 0 0
Percent
0.0 0.0
0.0 0.0
12:00
0 0
0 0 0
Volume
Peak
Factor
High Int.
Volume
0 0
0 0 0
Peak
Factor
42 0
0 0
427
7 10 0.0
0.0 0.0
0.0 12 0
0 0
124
4 12:00 PM
12 0
0 0
124
4 0.86
1 File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No : 3
Left Pe App. Rig I Thr Left Pe App. I Int.
ds I Total ht u I ds Total Total
0 0
0 0 0
0.0 0.0
0.0 0.0
0 0
0 0 0
0 0
0 0
0 0.0
0.0 0.0
0.0 0
0 0
0 0
JAMBOREE ROAOut In Dtal
1 427 L 4271
Right Tlu T Peds
OF
3 I
s
^
I �z
co
J
x
b
North
/--2
F L
A
z
O
R0
14/03 110:00 A
/t 4/03 121500 PM
�FEREE
z
N_
zU)
a
0. RIGHT
A
o
T rr
F--70 �
Out In Total
P13(�-
427
124
0.861
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303014
Site Code : 00000944
Start Date : 03/04/2003
Page No : 4
I Start
Rig Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App,
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour
From 03:30
PM to 06:15
PM
- Peak 1 of
1 Intersecti
04:00 PM
on
Volume
0 0
0 0
0 59 0
0 0
579
0 0
0 0
0 0
0 0
0 0
579
Percent
0.0 0.0
0.0 0.0
1 0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
04-15
0 0
0 0
0 15 0
0 0
151
0 0
0 0
0 0
0 0
0 0
151
Volume
Peak
Factor
10.959
High Int.
04:15 PM
Volume
0 0
0 0
0 15 0
0 0
151
Peak
0.95 Factor
9 JAMBOREE ROAD
Right Thru Lgft Pods
oJ°
?
�O�
z 10
North
1—�
O
C
?
410,134 :00:00 PM
Z
O
15 4:45:00 PM
�14
m0Z
v
O
y
R
H
O
T r
Out In Total
Transportation Studies, Inc
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ada, CA. 92705
-W Direction: EASTBLUFF - FORD
File Name : H0303017
Site Code : 00010917
Start Date : 03/06/2003
Page No : 1
JAMBOREE ROAD
FORD ROAD
JAMBOREE ROAD
EASTBLUFF DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
07:15 AM
15 254
4 0
7 34
15 1
18 370
56 2
29 41
31 4
881
07:30 AM
35 299
8 0
1 206
20 0
4 298
145
1 88
71 51
4 1231
07:45 AM
91 353
4 01
5 134
17 0
13 366
127
1 1 188
133
100
81 1540
Total
141
906
16 0
13 374
52 1 1
35 1033
328
4 305
245
182
16 3652
08:00 AM 70 461 52 1 7 19 30 0 17 313 62 1 224 117 133 6 1513 08:15 AM 9 332 8 0 2 18 49 0 30 345 46 0 46 25 27 3 940 08:30 AM 6 354 9 0 11 21 17 0 19 401 29 2 61 21 18 5 974 08:45 AM 16 328 11 0 9 10 45 0 23 382 21 1 49 27 12 3 937 Total 101 147 80 1 29 68 141 0 89 14i 158 4 380 .190 190 17 4364 09:00 AM 12 360 11 01 5 23 37 01 14 291 36 01 74 49 27 11 940 *** BREAK ***
Total 12 360 11 0 5 23 37 01 14 291 36 01 74 49 27 11 940 BREAK ***
03:30 PM 37 353 22 3 5 21 19 0 20 388 47 0 118 56 21 5 1115 03:45 PM 32 308 13 0 4 40 29 0 17 348 28 1 101 51 29 5 1006 Total 69 661 35 31 9 61 48 01 37 736 75 1 1 219 107 50 101 2121 04:00 PM 17 329 13 0 3 28 17 0 35 288 53 10 79 76 37 4 989 04:15 PM 15 339 7 0 2 25 18 0 23 350 94 2 86 57 18 8 1044 04:30 PM 24 361 8 0 2 45 18 0 24 362 100 0 73 55 22 0 1094 04:45 PM 24 389 15 0 3 23 25 0 23 405 45 0 62 41 26 2 1083 Total 80 1411 43 0 10 121 78 0 105 140 292 12 300 229 103 14 4210 05:00 PM 18 394 16 0 3 34 44 0 11 239 50 1 61 39 7 1 918 05:15 PM 29 431 13 0 9 11 10 0 58 373 101 0 52 34 10 3 1134 05:30 PM 35 431 14 3 8 31 34 0 12 276 76 0 76 38 8 8 1050 05:45 PM 35 424 15 0 4 32 24 0 36 353 109 0 111 59 20 4 1226 Total 117 1688 58 3 24 108 112 0 117 12i 336 1 300 170 45 16 4328 06:00 PM 28 327 16 0 2 26 42 0 33 259 84 0 134 73 26 0 1050 06:15 PM 97 232 17 1 5 53 21 0 18 294 128 0 135 41 24 0 1066 Grand Total 645 7059 276 8 97 834 531 1 448 670 143 22 184 110 647 74 21731 1 7 7 4
Apprch % 8.1 88.4 3.5 0.1 6.6 57.0 36.3 0.1 5.2 77.8 16.7 0.3 50.3 30.1 17.6 2.0 Total % 3.0 32.5 1.3 0.0 0.4 3.8 2.4 0.0 2.1 30.8 6.6 0.1 8.5 5.1 3.0 0.3 P/36
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303017
Site Code : 00010917
Start Date : 03/06/2003
Page No : 2
JAMBOREE ROAD
FORD ROAD
JAMBOREE ROAD
EASTBLUFF DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 07:15 AM to 09:00 AM - Peak 1 of
1 Intersecti
07:30 AM
on
Volume
20 14
72 1
172
15 37
11 0
508
64 13
38 3
176
54 34
31 21
122
522
5 45
3 7
6 22
0 9
6 6
1 4
4 Percent
11. 83.
4.2 0.1
3.0 74.
22. 0.0
3.6 74.
21. 0 2
44. 28.
25. 1.7
9 9
2 8
7 5
6 3
4 07:45
91 35 4 0
448
5 13
17 0
156
13 36
12 1
507
18 13
10 8
429
154
Volume
3 4
6 7
8 3
0 0
Peak
0.848
Factor
High Int.
08:00 AM
07:30 AM
07:45 AM
08:00
AM
Volume
70 46 52 1
584
1 20
20 0
227
13 36
12 1
507
22 11
13 6
480
1 6
6 7
4 7
3 Peak
0.73 0.55
0.87 0.63
Factor
8 9
2 8
JAMBOREE ROAD
tal
=33711
1648
Right TTtj Left Pods
W
0 2
North
..
-1
42 T
0 /6103 7:30:00 AM
m
co
w
t
+
H
a
16/03 8:15:00 AM
�^
m
O
p
m
a
y
+1 T r
Out In Total
P137
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303017
Site Code : 00010917
Start Date : 03/06/2003
Page No :3
JAMBOREE ROAD
FORD ROAD
JAMBOREE ROAD EASTBLUFF DRIVE
Southbound
Westbound
Northbound Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left Pe
App.
Rig
Thr Left Pe
App.
Rig
Thr Left
Pe
App,
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u ds
Total
ht
u
ds
Total
Total
Peak Hour 1-rom U.3:,3U I'M to Ub:15 I'M
Intersecti
05:15 PM
on
Volume
12 16
58 3
180
13 Percent
7.1 89.
3.2 0.2
35 44
15 0
474.
Volume
Peak
Factor
High Int.
05:30 PM
Volume
35 43
14 3
483
Peak
0.93 Factor
2 Peak 1 OT 1
23 10
11 0
233
9.9 42.
47. 0.0
9 2
4 32
24 0
60I
05:30 PM
8 31
34 0
73 0.79
8 13
12 37 177
9 61
0 0 0
7.9 71.
20. 0.0
2 9
36 33
19 0 498
05:15 PM
58 33 10 0 532
0.83 2
37 20
64 15
656
3 4
56. 31.
98 23
9 1
11 59
20 4
194
1 06:00 PM
13 73 26 0 233
4 0.70
4 r JAMBOREE ROAD
oAaL
I tsae� 13�491
RIOht Tr LQft Pods
w~
I
c
2 North
i
"
j
M
QN
W
Lv -�
K 1•
w
/6/03 5:15:00 PM
16103 6:00:00 PM
unnino Movements
r�
�Y �
�
O
O
m
le Rinht
1 Out In Total
LAMF,ORFF ROAD
P, 3rf
446
0 122
6 0.909
Transportation Studies, Inc.
1820 E. Gary Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ana, GA. 92705
-W Direction: BISON AVENUE
(�-nnnc PrintaA. Tnrninn Mnvamantc
File Name : H0303011
Site Code : 00000979
Start Date : 03/04/2003
Page No :1
JAMBOREE ROAD
BISON AVENUE
JAMBOREE ROAD
BISON AVENUE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
TInt.
otal
Factor
1.0 1.0
1.0 1.0
1.0 1 1.0
1 1.0
1 1.0
1.0 1 1.01
1.0 1.0
1.0 1.0
1.0 1.0
07:15 AM
4 286
16 0
23 0
18 1
39 285
0 1
7 0
15 3
698
07:30 AM
4 269
19 0
38 0
36 0
31 327
0 0
10 0
15 3
752
07:45AM
12 354
26 0
45 0
46 0
47 410
0 0
34 0
27 1
1002
Total
20 909
61 0
106
0 100
1 1 117
102
0 1
1 51
0 57
7 1 2452
08:00 AM
19 341
13 4
39 0
23 3
71 385
0 0
29 0
25 2
954
08:15 AM
10 379
21 0
32 0
29 0
39 342
0 2
4 0
21 4
883
08:30 AM
11 326
52 1
42 0
33 0
46 388
0 0
1 0
10 0
910
08:45 AM
11 386
24 2
40 0
38 0
49 359
0 0
7 0
13 2
931
Total
51 143
110
7 153
0 123
3 205
147
0 2
41 0
69 8
3678
09:00 AM
11 351
32 21
40 0
24 01
56 270
0 31
4 0
16 1
810
** BREAK ***
Total
11 351
32 2
40 0
24 01
56 270
0 31
4 0
16 1
810
** BREAK ***
03:30 PM
12 344
31 0
45 2
41 1
53 369
0 3
3 0
27 3
934
03:45 PM
14 304
28 0
35 0
40 4
36 345
0 1
6 0
5 0
818
Total
26 648
59 01
80 2
81 5
89 714
0 4
9 0
32 31
1752
04:00 PM
6 324
34 0
35 0
39 2
39 367
0 2
1 0
17 2
868
04:15 PM
15 350
33 1
37 0
46 1
37 367
0 1
0 0
10 1
899
04:30 PM
14 332
20 0
29 0
42 2
27 393
2 0
4 0
15 0
880
04:45 PM
14 364
29 1
40 0
55 1
36 373
0 0
3 0
12 4
932
Total
49 1377
116
2 141
0 182
6 139
1500
2 3
8 0
54 7
3579
05:00 PM
11 374
21 0
46 0
72 4
42 333
0 2
7 0
10 3
925
05:15 PM
13 444
31 1
54 0
52 2
45 310
0 0
2 0
9 0
963
05:30 PM
13 450
29 0
34 0
47 0
51 308
1 0
5 2
12 0
952_
05:45 PM
21 397
37 0
42 0
35 0
33 284
0 4
7 0
19 1
880
Total
58 166
118
1 176
0 206
6 171
123
1 6
21 2
50 4
3720
06:00 PM
11 343
29 0
38 1
49 0
36 287
0 2
2 0
5 0
, 803
06:15 PM
16 289
21 0
49 1
44 1
27 317
0 0
2 0
7 0
774
Grand Total
242
7007
546
12 783
4 809
22 840
681
3 21
138
2 290
30 17568
Apprch %
3.1 89.8
7.0 0.2
48.4 0.2
50.0 1.4
10.9 88.8
0.0 0.3
30.0 0.4
63.0 6.5
Total %
1.4 39.9
3.1 0.1
4.5 0.0
4.6 0.1
4.8 38.8
0.0 0.1
0.8 0.0
1.7 0.2
Prat.
Start
Rig
Thr
Left
Pe
App.
Time
ht
u
ds
Total
'eak Hour From 07:15 AM to 09:00 AM
Intersecti
07:45 AM
.
on
Volume
52 14
12 5
1566
Percent
3.3 89.
7.1 0.3
12 34
26 0
392
Volume
Peak
Factor
High Int.
08:15 AM
Volume
10 39
21 0
410
Peak
0.95 Factor
7 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Rig
Thr
Left
Pe
I
App.
ht
u
ds
Total
- Peak Iof1
155 0
13 3
292
54. 0.0
44. 1.0
45 0
46 0
91 07:45 AM
45 0
46 0
91 0.80
2 Rig
Thr
Left
Pe
App.
ht
u
cls
Total
20 15
0 2
173
3 25
0 11.
88,
0.0 0.1
7 2
47 411
0 0
457
07:45 AM
47 40
0 0
457
0.94 6
File Name : H0303011
Site Code : 00000979
Start Date : 03/04/2003
Page No :2
Rig I Thr I Left I Pe App;
68 0
83 7
158
43. 52.
0.0 4.4
34 0
27 1
62 07:45 AM
34 0 27 1 62
0.63 7
JAMBOREE ROAD
in Total -
Right Tr L@ft Pods
j
z
North
42 ur
z
z0
r
/4/03 7:45:00 AM
/4/03 0:30:00 AM
�,Tumqna
>
m
z
Lo
N
Movements
�
m
d
�
N
F+
® 17 0 0
Out In Total
P/ (d
374
9 100
2 0.935
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303011
Site Code : 00000979
Start Date : 03/04/2003
Page No : 3 '
JAMBOREE ROAD
BISON AVENUE
JAMBOREE ROAD
BISON AVENUE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Int.
Time
ht
u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
Total
Peak Hour t-rorn U.J:JU NM to Ub:15 PM
Intersecti
04:45 PM
an
Volume
51 32
111
2 179
Percent
2.8 90..
6.1 0.1
13 44
31 1
489
Volume
Peak
Factor
High Int.
05:30 PM
Volume
13 455
29 0
492
Peak
0.91 Factor
2 PeaK l Ot l
14 0
222
7 407
42. 0.0
55. 1.7
54 0
52 2
108
05:00 PM
46 0
72 4
122
0.83 4
17 13 150
4 24 1 2 1
11. 88. 0.1 0.1
6 2
45 301 0 0 355
04:45 PM
36 33 0 0 409
0.91 7
17 2
43 7
69 24.
62. 10.
2.9 6
3 1
2 0
9 0
11 05:00 PM
7 0 10 3 20
0.86 3
JAMBOREE ROIAMt
—IG 7DD
1 ER]
Right TTu Lgft Pods
w~�
z
North
~2
z
Z
z
/4/03 4:45:00 PM
/4103 5:30:00 PM
>
z
z
m—Movements
oIL
N
�m
JI
m
Q.
�
N
r
TLeft,
Right P�A�
Out In Total
FF ROAD
P «r
377
2 963
0.979
Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: JAMBOREE ROAD Santa Ana, CA. 92705
c-W Direction: EASTBLUFF-UNIVERSITY
r4miins PrintPri- Tuminn MnvamPntc
File Name : H0303015
Site Code : 00000918
Start Date : 03/05/2003
Page No : 1
JAMBOREE ROAD
UNIVERSITY DRIVE
JAMBOREE ROAD
EASTBLUFF DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
07:15 AM
26 243
0 1
5 41
14 0
2 242
4 0
8 16
57 0
659
07:30 AM
45 278
1 0
5 51
7 0
19 330
13 0
2 25
96 0
872
07:45 AM
42 332
1 1
20 102
53 0
22 398
79 01
11 19
90 01
1170
Total
113
853
2 21
30 194
74 01
43 970
96 01
21 60
243
01 2701
08:00 AM 43 335 17 1 20 30 63 1 18 396 8 21 3 20 98 0 1055 08:15 AM 21 344 5 0 27 19 58 1 26 460 6 1 1 13 98 1 1081 08:30 AM 25 306 11 7 41 15 63 0 31 389 7 3 2 18 84 0 1002 08:45 AM 34 290 12 2 37 19 47 0 23 403 3 0 2 10 66 0 948 Total 123 127 45 10 125 83 231 2 98 1648 24 6 8 61 346 1 4086 09:00 AM 42 350 13 31 23 14 59 01 24 337 10 01 0 18 60 01 953 *** BREAK ***
Total 42 350 13 31 23 14 59 01 24 337 10 01 0 18 60 01 953 *** BREAK ***
11:30 AM 47 246 24 2 8 17 45 0 15 299 9 0 2 15 52 1 782 11:45 AM 51 275 9 0 7 14 28 2 11 319 5 0 1 12 28 1 763
Total 98 521 33 21 15 31 73 21 26 618 14 01 3 27 80 21 1545 12:00 PM 96 285 19 2 11 29 33 0 8 307 10 0 4 11 48 0 863 12:15 PM 63 254 27 1 8 16 41 0 14 323 3 0 5 13 67 1 836 12:30 PM 48 258 20 1 4 16 15 0 6 330 12 0 4 24 79 0 817 12:45 PM 86 267 26 2 2 17 38 0 8 320 5 0 1 21 58 0 851
Total 293 106 92 6 25 78 127 0 36 1288 30 0 14 69 252 1 3367 01:115 PM 59 247 12 3 5 39 25 0 12 353 11 01
2 16 50 0 834
*** BREAK ***
Total 128 520 34 51 9 64 60 01 20 660 28 01 6 34 110 01 1678 ** BREAK ***
34 23 0 7
03:45 PM 95 331 26 10 6 33 45 11 5 3701 1I 8 00 101 44 0 976 Total 172 650 33 1 6 67 68 1 12 779 20 01 0 31 86 01 1926 04:00 PM 57 353 20 0 6 16 43 01 8 401 6 0 4 18 51 0 983 04:15 PM 69 320 5 0 3 29 41 0 2 401 6 0 2 14 34 0 926
04:30 PM 47 364 6 0 4 20 43 1 6 431 16 0 1 26 72 0 1037 04:45 PM 63 330 13 2 11 29 48 0 18 342 14 0 0 15 51 0 936 Total 236 136 44 2 24 94 175 1 34 157 42 0 7 73 208 0 3882 05:00 PM 55 358 16 0 8 18 64 0 15 370 10 1 .2 23 56 0 996 05:15 PM 74 418 34 8 18 34 60 0 30 292 11 0 3 21 32 3 1038 05:30 PM 87 421 42 13 12 48 71 0 47 357 10 0 2 24 61 1 1196 05:45 PM 81 364 19 5 14 33 93 0 35 304 12 0 1 21 43 3 1028 Total 297 156 111 26 52 133 288 0 127 132 43 1 8 89 192 7 4258 06:00 PM 71 327 3 6 14 33 45 0 46 374 14 0 2 30 52 0 1017 06:15 PM 74 265 7 5 15 33 55 0 37 340 8 1 1 17 36 1 895 Grand Total 164 8753 417 68 338 824 125 6 503 9904 329 8 70 509 166 12 26308 Apprch 51. 15.1 80.4 3.8 6.6 13.9 34.0 51.8 0.2 4.7 92.2 3.1 0.1 3.1 22.6 73.8 0.5 Total % 6.3 33.3 1.6 0.3 1.3 3.1 4.8 0.0 1.9 37.6 1.3 0.0 0.3 1.9 6.3 0.0 fj
1 (('�-%
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303015
Site Code : 00000918
Start Date : 03/05/2003
Page No :2
JAMBOREE ROAD
UNIVERSITY DRIVE
JAMBOREE ROAD
EASTBLUFF DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig I
Thr
Pe
App.
Rig
I Thr
Pe
App.
Rig
I Thr
Pe
App.
Rig
Thr
Pe
App.
Int.
Time
ht
u
Left
I ds
I Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
ht
I u
Left
ds
Total
Total
Peak Hour From U/:ib AM to U9:UO AM
Intersecti
07:45 AM
on
Volume
13 11
34 9
149
17 Percent
8.8 88.
2.3 0.6
42 32
1 1
376
Volume07-45
Peak
Factor
High Int.
08:00 AM
Volume
43 35
17 1
396
Peak
0.94 Factor
1 Peak 1 of 1
10 16
23 2 513
8 6
7 21. 32.
46. 0.4
1 4
2 20 10
53 0 175
07:45 AM
10 20 2 53 0 175
0.73 3
16 10 184
97 43 0 6 6
5.3 89. 5.4 0.3
22 398 79 0 499
07:45 AM
22 399 79 0 499
0.92 5
17 70
377
1 458I
4308
3.7 15.
80. 0.2
3 8
11 19
90 0
120
117
0 0.921
08:00 AM
3 20
98 0
121
0.94 6
r JAMBOREE ROAD
I�]ZtJ
Right Tr Left Pods
LLj
O2
LL
�I
North
J
—2
<
W
"'
Jm
/5/03 7:45:00 AM
rn
L
/5/03 8:30:00 AM
w
d
a
M
y
m
4, T r
Out In Total
P iy3
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303015
Site Code : 00000918
Start Date : 03/05/2003
Page No : 3
JAMBOREE ROAD
UNIVERSITY DRIVE
JAMBOREE ROAD
EASTBLUFF DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr Left
Pe
App.
Rig
Thr Left Pe
App.
Rig
Thr Left
Pe
App.
Rig
Thr Left
Pe App.
Int.
Time
ht
u
ds
Total
ht
u ds
Total
ht
u
ds
Total
ht
u
ds Total
Total
FIeaK hour I-rom 11:JU AM to U1:15 I'M
Intersecti
12:00 PM
on
Volume
29 10
92 6
145
3 64
Percent
20. 73.
6.3 0.4
12:00
96 25
19 2
402
Volume
Peak
Factor
High Int.
12:00 PM
Volume
96 25
19 2
402
Peak
0.90 Factor
5 I'eaK 1 0T 1
25 78
12 0
230
10. 33.
55. 0.0
9 9
2 11 29
33 0
73 12:00 PM
11 29
33 0
73 0.788
12 134
36 30
0 80
6 95.
2.7 2.2
0.0 30
8 10
0 325
12:30 PM
6 333 12 0 348
0.96 7,
22 14
69 1
336
20. 75.
4.2 0.3
5 0
4 11
48 0
63 12:30 PM
4 24 79 0 107
0.78 5
JAMBOREE ROAD
tal
1 all2J
Right T�ru Lgft Peds
Ui
Z
d c
2 r�
North
��
—2
G' I <
j
15/03 12:00:00 PM
co
L
15/03 12:45:00 PM
W
m
o
Turniny
Movements
<
m
a
H
T r
Out In Total
Ft(4"Y
336
7 863
0.975
Start
Nig I
I nr
Left
re
App.
Time
ht
u
ds
Total
Peak Hour
From
03:30
PM to 06:15
PM
Intersecti
05:15 PM
on
Volume
33 15
98 32
193
30 Percent
15. 77.
5.0 1.6
87 4i
42 13
563
Volume
Peak
Factor
High Int.
05:30 PM
Volume
87 4i
42 13
563
Peak
0.87 Factor
6 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116 File Name : H0303015
Santa Ana, CA. 92705 Site Code : 00000918
Start Date : 03/05/2003
Page No : 4
UNIVERSITY DRIVE JAMBOREE ROAD EASTBLUFF DRIVE
Westbound Northbound Eastbound
ig Thr Left Pe App. Rig Thr Left Pe App. Rig Thr Left Pe App. Int. it u ds Total ht u ds Total ht u ds Total Total
eak 1 of 1
148
266
58 0
475
12. 31.
56. 0.0
2 2
6 12
48 71
0 131
05:45 PM
14 33 93 0 140
0.84 8
15 13 47 0 153
8 27 2
10. 86. 3.1 0.0
3 6
47 35 10 0 414
06:00 PM
46 34 14 0 434,
0.88 8 96 188 7 299
2.7 32. 62. 2.3
1 9
2 24 61 1 88
05:30 PM
2 24 61 1 88
0.84 9
JAMBOREE ROAD
Out In TotaL
Right T�ru LQft Pads
~LLLJJJ
z
U. O
2 G—I2
F-
North
-a
<
N
j
m
r
15/03 5:15:00 PM
/5/03 6:00:00 PM
y
c
� m
I F+
Out In Total
PI('q
427
9 119
6 0,894
City: NEWPORT BEACH
N-S Direction: MACARTHUR BOULEVARD
-W Direction: SAN MIGUEL DRIVE
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Groups Printed- Tuming Movements
File Name : h0303021
Site Code : 00000924
Start Date : 03/05/2003
Page No : 1
Southbound
Westbound
Northbound
Eastbound
i
i Start Time
Right
Thru
Left
Peds
Right
I Thru
Left
Peds
Right
Thru
Left
Peds
Right
I Thru
Left i Peds ;
Total
Factor
1.0 1.0
1.01 1.0
1.01 1.0
1.0 1.0
1.0 1.0
1 1.01
1.0 1.01
1.0 1.0 1
1.0 07:15 AM
88 211
1 0
0 21
22 0
8 280
12 0
8 8
18 0
677
07:30 AM
91 197
2 1
2 34
41 0
19 398
10 0
4 13
34 1 i
847
07:45 AM
154
240
1 0
1 65
54 0
41 337
19 0
5 19
24 1
961
_
Total
333
648
4 1
3 120
117
0 68
105
41 0
17 40
76 2
2485
08:00 AM
143
195
0 0
2 76
85 0
71 294
29 1
5 17
39 2 j
959
08:15 AM
184
185
0 0
1 68
39 1
49 361
36 0
5 24
53 0 !
1006
08:30 AM
148
170
1 0
3 66
49 0
44 279
41 0
7 16
58 0
882
AM
155
199
0 0
1 87
39 0
55 311
36 0
4 21
54 01
_08:45
Total
630
749
1 0
7 297
212
1 219
125
142
1 21
78 204
2;
_962
3809
09:00 AM
192
150
1 01
0 87
73 0 j
38 236
24 01
4 32
67 21
906
*** BREAK ***
Total
192
150
1 0
0 87
73 01
38 236
24 01
4 32
67 2;
906
*** BREAK ***
f
11:45 AM
129
204
0 0
6 64
28 0
32 254
14 0
5 58
128
0 922
_
Total
242
380
1 01
8 135
78 01
56 429
25 01
14 106
249
01 1723
12:00 PM
130
204
1 0
6 51
64 0
37 193
34 0
15 70
125
01 930
12:15 PM
103
175
4 0
9 73
54 0
61 213
23 0
5 75
124
01 919
12:30 PM
108
131
1 1
10 49
46 2
59 230
27 0
4 55
119
01 842
PM
120
197
0 1
2 54
41 2
45 164
28 1
6 58
104
3 i
826
_ _12:45
Total
461
707
6 2
27 227
205
4 202
800
112
1 30
258
472
3,
3517
01:00 PM
184
16 01:115 PM
208
0 0
82 611
0 71
301
39 0 I
3 75
105
1 i
1036
BREAK **
Total
208
442
1 0
18 154
101
21 145
635
58 21
7 174
163
2 2112
*** BREAK ***
03:30 PM
78 215
2 1
6 39
36 0
44 253
9 0
10 79
146
0 918
03:45 PM
100
300
2 1
1 67
51 0
63 237
27 1
9 64
123
01 1046
Total
178
515
4 2
7 106
87 -07
10 4490
36 1 1
19 143
269
01 1964
04:00 PM
118
258
0 0
7 58
38 1
54 220
21 0
14 72
133
1 1
995
04:15 PM
98 244
1 0
10 72
60 0
46 261
39 0
7 93
116
0,
1047
04:30 PM
101
241
1 1
4 55
37 2
52 203
14 0
6 118
135
01 970
04:45 PM
75 249
2 0
4 48
50 2
68 252
29 1
4 97
143
01 1024
Total
392
992
4 1
25 233
185
5 220
936
103
1 31
380
527
li
4036
05:00 PM
62 255
0 0
8 41
52 1
54 222
20 0
15 90
206
1 1027
05:15 PM
80 261
3 1
6 69
42 0
75 268
18 3
7 92
186
21 1113
05:30 PM
67 253
1 0
4 73
52 1
49 190
18 1'
20 93
153
0 :
975
05:45 PM
104
265
4 0
2 56
53 1
72 231
18 0
7 87
142
01 1042
Total
313
104
8 1
20 239
199
3 250
911
74 4
49 362
687
3!
4157
06:00 PM
64 328
2 0
5 56
73 2
54 203
13 01
11 80
118
0'
1009
06:15 PM
51 301
2 0
1 45
51 1
78 237
25 0
7 68
118
0:
985
Grand Total
3064
6246
34 7
121
169
138
18 143
713
653
10 210
172
2950
15 26703
9 1
7 7
1 Apprch %
32.8 66.8
0.4 0.1
3.8 52.8
42.9 0.6
15.6 77.3
7.1 0.1
4.3 35.2
60.3 0.3
Total %
11.5 23.4
0.1 0.0
0.5 6.4
5.2 0.1
5.4 26.7
2.4 0.0
0.8 6.4
11.0 0.1
r/(�-/.
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : h0303021
Site Code : 00000924
Start Date : 03/05/2003
Page No : 2
Southbound
Westbound
Northbound
Eastbound
Start Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App. Rig
Thr
Left
Pe
App.
Rig
Thr
Left j Pe! App. Int.
Time ht
u
ds
Total
ht
u
ds
Total ht
u
ds
Total
ht
u
ds Total Total
Peak Hour l•rom U/:15 AM to Uy:UU AM
Intersecti
08:00 AM
on
Volume
633 744
1 0
1388
Percent
45.54. 0.1
0.0 08:15
18 18
0 0
369
Volume
4 5
Peak
Factor
High Int.
08:15 AM
Volume
14 18
0 0
369
Peak
0.93 Factor
5 Freak 1 of 1
I
29 22
7 1 517
57. 41.
1.4 0.2
4 0
1 68
39 1 109
08:00 AM
2 76 85 0 163`
0.79 31
21 12
14 160
1 9
45 2
7 13.
77. 8.8
0.1 6
5 36
49 36
0 446
21 78 24 2 305, 389
6.9 25. 66. 0.7
6 9
5 24 53 0 82. 100
08:15 AM 08:15 AM
49 36 36 0 4461 5 24 53
0.90 1
Out In Total
g ru e e s
4 1 L►
o
~
N Irth
E
/5/03 8:45:00 AM
cmI N
�F1 H
O d
TurningMovements
-i
H
i
Left Thru Right Peds
( uiJ �n otaT
MACARTHUR BOULEVARD
191(�- e?
6 0.947
r
0 82
0.93 0
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : h0303021
Site Code : 00000924
Start Date : 03/05/2003
Page No :3
Southbound
Westbound
Northbound
Eastbound
Start Rig
Time ht
Thr Left
u
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left Pe! App. Int.
I ds ; Total Total
NeaK Flour rrom 11:.3U AM i0 U1:15 FM
Intersecti
12:30 PM
on
Volume
46 70
2 2
121
Percent
36. 63.
0.2 0.2
01:00
12 23
1 0
359
Volume
4 4
Peak
Factor
High Int.
01:00 PM
Volume
12 233
1 0
359
Peak
0.84 Factor
3 ieaKlorl
25 18
30 6 481
53. 39.
6.2 1.2
4 1
12 72
40 2 126
01:15 PM
6 82 61 0 149
0.80 7
24 10
11 139
3 9
29 3
4 17.
73. 8.1
0.2 9
8 334
74 19
2 429
01:00 PM
74 333 19 2 429
0.81 2
17 28 36 5 695 378
2.4 41. 55. 0.7
3 5
4 99 58 1 162; 107
6 0.878
01:15 PM
3 75 10 1 184
0.94 4i
Out In Total
Right ru Len Peas
L►
T o
42-
North2
/5/03 1.15:00 PM CDTumin Movementp m �5;
N
Left T Iru Right Peds
,7975,
out F;o M
MACARTHUR BOULEVARD
Pt((-(f
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : h0303021
Site Code : 00000924
Start Date : 03/05/2003
Page No : 4
--
Southbound
Westbound
Northbound
Eastbound
Start 1 Rig'
Time I ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe App.
ds Total
Rig
ht
Thr
u
Left
I Pe
ds
App. I
Total
Rig
ht
Thr
u
Left i Pei App. Int.
ds Total I Total
reaK flour from u-i:zsu rivi to ub:in rM
Intersecti
05:00 PM
on
Volume
10 33
8 1
1355
34 Percent
23. 76.
0.6 0.1
1 3
80 21
3 1
345
Volume
Peak
Factor
High Int.
05:45 PM
Volume
14 25
4 0
373
Peak
0.90 Factor
9 reaK I OT 1
20 29
19 3
461
4.3 51.
43. 0.7
8 2
6 69
42 0
117
05:30 PM
4 73
52 1
130
0.88 71
20 91
1233
74 4
20. 73•
6.0 0.3
2 5
26 75 8 18 3 364
05:15 PM
75 266 18 3 364
0.85 1
49 36 68 3 110; 415
2 7 1; 7
4 5 32. 62. 0.3
9 4
7 92 16 2 287 113
0,934
05:00 PM
15 90 26 1 3121
0.88 i
2 Out In Total
Right ru Left Fle s
+ L
o� i Ilnn�}O
~ North L9
c ~— 2
�5
/5/03 5:45:00 PM r
m
� y ' TurningO Movements
O0
a> fD mff
N J
Left Thru Right Peds
-hut n Total
MACARTHUR BOULEVARD
P/ qq
Transportation Studies, Inc
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
J-S Direction: MACARTHUR BOULEVARD Santa Ana, CA. 92705 E-W Direction: SAN JOAQUIN HILLS ROAD
C,muns Prinhxi_Tuminn Mnvementc
File Name : H0303022
Site Code : 00000919
Start Date : 03/05/2003
Page No : 1
MACARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
MACARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
FSart Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Tota I
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
07:15 AM
179
251
93 0
24 16
4 3
7 296
15 2
5 22
25 1
943
07:30 AM
167
307
101
0 48
47 1
0 0
310
29 0
11 40
29 0
1090
07:45 AM
238
410
136
0 166
105
4 1
1 1
411
20 01
14 62
23 0
1591
Total
584
968
330
0 238
168
9 41
8 1017
64 21
30 124
77 1
1 3624
08:00 AM
269
354
101
1 150
122
6 2
0 284
23 0
15 76
25 2
1430
08:15 AM
245
327
89 0
217
124
4 4
2 374
19 2
9 31
31 1
1479
08:30 AM
235
329
82 2
172
113
5 0
3 384
5 0
7 30
28 0
1395
08:45 AM
221
322
77 0
164
73 5
1 0
350
22 0
6 24
24 0
1289
Total
970
1332
349
3 703
432
20 7
5 1392
69 2
37 161
108
3 5593
09:00 AM 209 311 72 1 167 76 8 01 2 336 19 01 4 21 19 01 1245 ** BREAK ***
Total 209 311 72 1 167 76 8 01 2 336 19 0 4 21 19 01 1245 **" BREAK ***
11:30 AM 103 279 94 0 46 58 3 1 21 286 27 1 20 46 69 0 1054 11:45 AM 97 339 87 1 78 57 5 0 5 339 15 0 21 61 73 1 1179 Total 200 618 181 1124 115 8 1 26 625 42 1 41 107 142 1 1 2233 12:00 PM 131 306 101 0 43 70 2 0 3 308 11 0 16 60 72 1 1124 12:15 PM 125 274 97 0 92 62 0 0 0 339 9 1 22 59 93 1 1174 12:30 PM 102 219 80 0 132 32 7 0 7 322 9 0 14 74 73 0 1071 12:45 PM 104 311 108 0 66 46 2 0 1 249 24 0 16 54 76 0 1057 Total 462 1110 386 0 333 210 11 0 11 1218 53 1 68 247 314 2 4426 01:115 PM 101 05 98 289 196 0 153 91 10 0 I 19 376 19 0 13 55 68 3 I 1280 *** BREAK *"*
Total 199 585 201 21 238 175 20 01 26 765 19 01 28 113 143 31 2517 *"* BREAK `
00 03:45 PM 184 362 1211 0 174 59 14 0 2 413 17 0 � 21 69 100 98 2 14116 Total 184 652 211 01 308 148 20 01 8 791 18 01 43 140 198 21 2723 04:00 PM 69 349 133 0 121 47 6 1 6 397 19 0 20 83 126 2 1379 04:15 PM 63 336 113 2 98 62 17 0 9 353 10 0 17 57 116 1 1254 04:30 PM 57 285 140 0 101 70 6 1 1 330 10 0 29 89 131 0 1250 04:45 PM 60 308 152 0 100 54 6 0 2 345 16 0 36 98 143 0 1320 Total 249 1278 538 2 420 233 35 2 18 1425 55 0 102 327 516 3 5203 05:00 PM 57 302 146 0 100 44 6 3 0 376 9 3 39 111 157 1 1354 05:15 PM 50 280 149 1 103 81 8 0 9 402 17 0 33 105 155 1 1394 05:30 PM 54 300 140 1 88 85 5 0 2 393 10 2 30 95 146 1 1352 05:45 PM 59 327 135 0 104 75 8 1 3 396 8 0 26 92 130 1 1365 Total 220 1209 570 2 395 285 27 4 14 1567 44 5 128 403 588 4 5465 06:00 PM 62 355 146 0 84 69 2 0 2 348 13 0 24 100 137 0 1342 06:15 PM 57 310 134 0 128 85 6 1 0 350 7 0 21 88 122 0 1309 Grand Total 3396 8728 3118 11 3138 1996 166 19 120 9834 403 11 526 1831 2364 19 35680 Apprch 7o 22.3 57.2 20.4 0.1 59.0 37.5 3.1 0.4 1.2 94.8 3.9 0.1 11.1 38.6 49.9 0.4.
Total 7o 9.5 24.5 8.7 0.0 8.8 5.6 0.5 0.1 0.3 27.6 1.1 0.0 1.5 5.1 6.6 0.1
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name
: H0303022
Site Code
: 00000919
Start Date
: 03/05/2003
Page No
: 2
MACARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
MACARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
U
ds
Total
Total
I eak Flour rrom U/:15 AM to Uy:UU AM
Intersecti
07.45 AM
on
Volume
98 14
40 3
2818
7 20
8 Percent
3. 50.
14. 0.1
5 07:45
23 41
13 0
784
Volume
8 0
6 Peak
Factor
H igh I nt.
07:45 AM
Volume
233 401
133
0 784
Peak
0.89 Factor
9 reaK 1 or 1
70 46
19 7 1195
5 4
59. 38.
1.6 0.6
0 8
16 10
4 1 276
6 5
08:15 AM
21 12 4 4 349
7 4
0.85 6,
6 53
67 2
1528
0.4 95.
4.4 0.1
1 41
20 0
432
07:45 AM
1 41
20 0
432
0.88 4
45 199
10 3
354
5895
12. 56.
30. 0.8
7 2
2 14
62 23
0 99
1591
0.926
08:00
AM
15 76
25 2
118
0.75 0
MACARTHUR
out In Total
2265 281E
987 14201 4083
Right Thru Left Peds
0 faro
�mJ
i
1-2.4
North-2
m
c LO
A
—
7:45:00 AMrn--�8:30:00
AMyOr
IT
Cl)in
d
Movemrris e
v
'o
om
a
r
Left Thru Rt ht Peds
671 1453 6 2
1484 1528 3012
Out In Total
MACARTHUR BOULEVARD
P�s�
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303022
Site Code : 00000919
Start Date : 03/05/2003
Page No : 3
JOAQUIN HILLS ROAD
Start
Klg
I nr
Left
re
App.
Klg
t nr
Left
re
App.
Klg
I nr
Left
re
App.
Ktg
I nr
Left
re
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 11:30 AM to 01:15 PM - Peak 1 of 1
Intersecti
12:30 PM
on
Volume
40 11
38 2
1911
43 25
29 0
718
34 13
52 0
1422
58 24
29 3
594
4645
5 15
9 6 3
36 1
2 Percent
21, 58.
20. 0.1
60. 35.
4.0 0.0
2.4 94
3.7 0.0
9.8 40.
49. 0.5
2 3
4 7 2
0 6
2 01:15
98 28
96 0
483
15 91
10 0
254
19 37
9 0
404
13 55
68 3
139
1280
Volume
9 3
1 6
Peak
Factor
I
I
10.907
High Int.
12:45 PM
01:15 PM
01:00
PM
12:30
PM
Volume
10 31
100
0 523
13 91
10 0
254
7 39
10 0
406
14 74
73 0
161
Peak
0.91 0.70
0.87 0.92
Factor
3 7
6 2
Out In Total
® 1911 3975
405 1115 389 2
Right Thru Lett Peds
p t9
N J
I
L-fp A
North
"
C i'T
N�-'
-2 LNp
m
"0312:30:10 PM
w
U
n roe
1 W3 1:15:00 PM
!mIngMovements
r
7 w
Ori
5 r' v
rNc
w C.
a
�o
Ng
+ I F►
Left Thru Right Peds
52 1336 341 0
1202 1422 2624
Out In Total
MACARTHUR BOULEVARD
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303022
Site Code : 00000919
Start Date : 03/05/2003
Page No : 4
MACARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
MACARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
'Rig
Thr
Left
Ps
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Freak Hour rrom uzj:du rM to ue:lo rM
Intersecti
05:00 PM
on
Volume
222 09
577
2 2001
Percent
11. 64
28. 0.1
5 05:15
50 28
14 1
480
Volume
0 9
Peak
Factor
High Int.
05A5 PM
Volume
59 32
1.3 0
521
Peak
0.96 Factor
0 reaK i oT 1
39 28
27 4 711
5 5
55. 40.
3.8 0.6
6 1
10 81
8 0 192
3 14 65 44 5 1630
128
43 588 4 1123
5465
0.9 96. 2.7 0.3
11,
35. 52. 0.4
1 4
9 4
9 40 17 0 428
33 15
15 1 294
1394
0.980
05:15 PM
10 81 8 0 192
3 0.92
6 05:15 PM
9 42 17
05:00 PM
0 428 39 1i 15 1 308
0.95 0.91
2 2
Out In Total
2550 E17 1 4551
2261 1209 570 2
Right Thru Left Peds
� 1 �►
N
6 b
ao
1 L-.s tJ
n
CIO
North
��
10 c^
h
5:OO:00PM5:45:00
2�
PMr�MS
!rninq
yMovements
F-0
Hy
g
Left Thr Right Peds
441 15671 141 5
1364 163072-9-974
out In Total
MACARTHUR BOULEVARD
plS3
Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
J-S Direction: MACARTHUR BOULEVARD Santa Ana, CA.92705
E-W Direction: FORD RD / BONITA CANYON
Rrni ine Prinfarl_ Ti iminn Unv-m k
File Name : H0303023
Site Code : 00000924
Start Date : 03/06/2003
Page No : 1
MACARTHUR BOULEVARD
BONITA CANYON
MACARTHUR BOULEVARD
FORD ROAD
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.01 1.01
1.0 1.0
1.01 1.0
1.0 1,0
1.0 1.01
1.01 1.0
1.0 1.0
1.0 1.0
07:15 AM
2 402
87 0
97 79
116
0 8
302
10 0
4 36
5 0
1148
07:30 AM
7 453
108
0 208
239
99 1
14 343
72 0
23 92
17 0
1676
07:45 AM
0 565
74 0
334
183
169
0 23
580
39 2
41 67
16 0
2093
Total
9 1420
269
0 639
501
384
1 45
1225
121
2 68
195
38 0
4917
08:00 AM
1 504
93 1
306
64 128 0
28 527
16 0
10 42
2 2
1724
08:15 AM
1 469
92 0
279
77 191 2
34 540
9 1
12 35
15 0
1757
08:30 AM
2 567
96 0
349
52 199 0
30 540
6 1
16 34
10 0
1902
08:45 AM
2 458
91 0
274
82 157 0
44 444
11 1
13 48
12 0
1637
Total
6 1998
372 1
1208
275
675
2 136
2051
42 3
51 159
39 2
7020
09:00 AM
5 442
88 1
279
51 124
01 28
483
6 1 1
10 17
6 01
1541
BREAK ***
Total
5 442
88 1
279
51 124
01 28
483
6 1 1
10 17
6 01
1541
"** BREAK ***
11:30 AM 4 389 117 0 138 43 68 0 30 386 8 0 16 34 8 2 1243 11:45 AM 1 405 105 0 201 55 100 0 56 439 18 1 10 .31 7 0 1429 12:00 PM 4 428 127 0 153 29 75 0 53 373 14 0 4 40 3 1. 1304 12:15 PM 8 465 104 0 188 25 51 0 49 406 19 1 8 23 5 0 1352 12:30 PM 4 404 121 0 196 59 102 0 46 464 17 1 3 35 6 0 1458 12:45 PM 2 395 112 0 195 53 74 0 52 454 15 0 21 28 4 0 1405 Total 18 1692 464 0 732 166 302 0 200 1697 65 2 36 126 18 1 5519 01:115 PM 4 468 106 1 I 235 52 75 0 I 34 511 8 2 19 28 10 0 I 1543 *** BREAK ***
Total 11 868 213 21 462 88 138 01 89 982 15 31 25 73 17 01 2986 *** BREAK ***
03:30 PM 5 365 117 0 166 75 75 0 32 558 0 0 12 46 9 0 1460 03:45 PM 5 450 117 0 242 58 63 3 31 583 0 0 20 61 7 0 1640 Total 10 815 234 01 408 133 138 31 63 1141 0 0 32 107 16 01 3100 04:00 PM 4 402 129 1 172 47 56 7 38 579 0 0 14 51 5 0 1505 04:15 PM 6 389 129 0 169 49 63 0 52 630 0 0 .18 39 10 0 1554 04:30 PM 2 455 110 0 123 56 73 0 16 485 0 0 12 48 5 1 1386 04:45 PM 8 478 132 0 136 57 44 0 36 506 9 0 14 43 6 0 1469 Total 20 1724 500 1 600 209 236 7 142 2200 9 0 58 181 26 1 5914 05:00 PM 0 341 117 0 110 65 58 0 83 637 9 0 11 53 4 0 1488 05:15 PM 7 476 164 0 122 57 62 0 103 549 13 5 11 32 8 0 1609 05:30 PM 7 420 125 0 77 59 50 0 98 414 12 1 12 51 9 0 1335 05:45 PM 9 446 119 0 86 66 76 0 97 573 16 1. 14 73 4 0 1580 Total 23 1683 525 0 395 247 246 01 381 2173 50 7 48 209 25 0 6012 06:00 PM 8 522 148 0 136 57 64 1 100 487 11 0 14 67 6 0 1621 06:15 PM 11 456 141 0 146 56 68 0 109 460 16 0 11 51 4 0 1529 Grand Total 126 1244 3176 5�5344 1881 2543 14 1379 1374 361 19 379 1250 210 6 42831 Apprch % 0.8 79.0 20.2 0.0 154.6 19.2 26.0 0.1 8.9 88.6 2.3 0.1 20.5 67.8 11A 0.3 Total % 0.3 29.0 7.4 0.0 12.5 4.4 5.9 0.0 3.2 32.0 0.8 0.0 0.9 2.9 0.5 0.0
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303023
Site Code : 00000924
Start Date 03/06/2003
Page No : 3
Southbound
Westbound
Northbound Eastbound
Start i Rig
Time ! ht
Thr ILeft
u i
Pe
ds
App.
Total
j Rig
ht
I Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
I App.
Total
Rig
ht
I Thr
u
Left I Pe i App. Int
I ds ' Total . Total
I'eaK Hour from U/;lb AM to Uy:UU AM
I ntersecti
07:45 AM
on
Volume
4 05
35 1
246
Percent
0.2 85.
14. 0.0
4 07-45
0 55
74 0
639
Volume
Peak
Factor
High Int.
08:30 AM
Volume
2 56
96 0
665
Peak
0.92 Factor
7 F'eaK 1 of 1
12 37
68 233
68 6
7 2 3
54. 16.
29,
4 1
0.1 4
33 18
16 4
3 0 686
9 07:45 AM
33 18 16 0 686
4 3 9
0.85 0
11 21. 237
5 87 70 4 6
4.8 92. 2.9 0.2
23 588 39 2 644
07:45 AM
23 588 39 2 644
0.92 2
79 18
43 2
302 ' 7467
26. 58.
14. 0.7
2 9
2 209
41 67
16 0
124
3 0.893
07:45 AM
41 67 16 0 124i
0.60 9
Out In Total
ig ru e e s
o �-� T
~
z� o
CO
North"
2 c —�
—
� �
2 Wi
3 8:30:00 AM
rCD-
5 y Turning Movements
O
a�
m
N
Left Peds
Thru Right
`Q11t "ni
MACARTHUR BOULEVARD
rfO
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : HO3O3023
Site Code : 00000924
Start Date : 03/06/2003
Page No : 4
Southbound
Westbound
Northbound j Eastbound
Start j Rig ; Thr
Time i ht u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
ds
App.
Total
Rig
ht
Thr
u
Left
Pe
I ds
App.
Total
Rig
ht
Thr
u
Left Pei App. Int.
ds I Total Total
Neak Hour from 11:JU AM to U1:15 I'M
Intersecti
12:30 PM
on
Volume
17 116
444
2 213
Percent
0.8 78
20. 0.1
01:15
4 46
10 1
579
Volume
8 6
Peak
Factor
High Int.
01:15 PM
Volume
4 466
16 1
579
Peak
0.92 Factor
1 teak 1 oT 1
85 20
31 136
0 3
0 4
7 62.
14. 23.
0.0 4
6 0
23 52
75 0
362
5 01:15 PM
23 52 75 0 362
5 0.94
4 18
19 213
47 4
7 00
8 88.
8.7 2.2
0.2 511
34 8
2 555
01:15 PM
34 51 8 2 555
0.96 3
.49
133
27 0 212
5844
23. 64.
12. 0.0
1 2
7 9
28 10
0 47
154
3 0.948
01:00 PM
16 45
7 0 681
0.77 9'
Out In Total
ig ru e e s
47 °' J i L,CB
2 North
2 116/03 1:15:00 PM m
Z
Turning Movements
o N •-�
dmm
N
Left Thru Right Peds
-UT- n Total
MACARTHUR BOULEVARD
P 49
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Pile Name : HO3O3O23
Site Code : 00000924
Start Date : 03/06/2003
Page No :5
Os
i Southbound
Westbound
Northbound I Eastbound '
Start
Rig
I Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App. Rig
Thr
Pe' App. Int.
ILeft
Time
ht
, u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total ht
I u
i
ds 'Total `. Total
Peak Hour From U3:3U F'M to Ub:15 FM
Intersecti
03:30 PM
on
Volume
20 06
42 1
219
Percent
0.9 75.
23. 0.0
8 03:45
45 5
11 0
572
Volume
0 7
Peak
Factor
High Int.
03:45 PM
Volume
5 455
11 0
572
Peak
0.92 Factor
6 F'eakIot1
74 22
25 124
9 9
7 10 5
60. 18.
20. 2
4 0.8
6 24
58 63 3 366
2 03:45 PM
24 58 63 3 366
2 0.85
0 15
23 250
0 0
3 50
3 93.
6.1 0.0
0.0 53
31 0
0 614
04:15 PM
52 633 0 0 682
0.91 8
64 19
31 0
292
6155
21. 67.
10. 0.0
9 5
6 20
61 7
0 88 ,
164
0 '
0.939
03:45 PM
.
20 61
7 0
881
0.83 0
Out In Total
ig ru e e.ds
4-J 1 L+
~� �� O
2 North
c ~2
/6/03 4:15:00 PM
6-1 Z
y Turning Movements
O d �D IJ00
_
N U
Left Thru Right Peds
`L7uT n fotaf
MACARTHUR BOULEVARD
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: MACARTHUR BOULEVARD Irvine, CA. 92614
-W Direction: VON KARMAN AVENUE
(;rminc Printart-Tuminn Mnvamank
File Name : H0304040
Site Code : 00000978
Start Date : 04/29/2003
Page No :1
MACARTHUR BOULEVARD
VON KARMAN AVENUE
MACARTHUR BOULEVARD
VON KARMAN AVENUE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.01 1.01
1.0 1.0
1.0 1.01
1.01 1.0
1.01 1.01
1.0 1.0
1.0 1.0
1.01 1.0
07:15 AM
46 53
7 0
2 17
5 0
73 137
18 0
2 9
4 0
373
07:30 AM'
58 89
10 0
1 18
13 0
141
204
17 0
5 16
6 0
578
07:45 AM
57 84
7 1
1 1
27 19
01 188
308
30 1
1 7
24 5
0 759
Total
161
226
24 1. 1
4 62
37 01
402
649
65 1
1 14
49 15
0 1710
08:00 AM 51 85 14 0 3 30 10 0 220 279 31 0 10 25 9 1 768 08:15 AM 70 80 10 2 2 37 16 1 214 276 33 0 4 23 10 0 778 08:30 AM 49 83 9 1 2 48 23 1 197 262 26 0 9 10 11 1 732 08:45 AM 37 75 15 0 3 21 34 0 168 215 27 0 4 12 10 0 621 Total 207 323 48 3 10 136 83 2 799 1032 117 0 27 70 40 2 2899 09:00 AM 34 73 11 01 5 28 22 01 158 224 22 1 6 23 7 1 615 *"* BREAK ***
Total 34 73 11 01 5 28 22 01 158 224 22 1 6 23 7 1. 615 �** BREAK *"*
11:30 AM 23 133 13 1 2 37 51 2 56 124 17 2 27 28 20 5 541 11:45 AM 26 136 21 2 4 46 69 3 68 147 14 1 30 32 25 1 625 Total 49 269 34 31 6 83 120 51 124 271 31 31 57 60 45 61 1166 12:00 PM 33 133 22 0 5 48 64 4 59 165 19 3 27 43 31 2 658 12:15 PM 24 158 19 0 5 36 48 4 34 146 16 5 31 52 30 3 611 12:30 PM 25 133 37 1 3 44 28 5 50 109 29 1 24 40 29 2 560 12:45 PM 40 164 20 5 4 31 42 4 54 141 18 4 34 43 25 4 633 Total 122 588 98 6 17 159 182 17 197 561 82 13 116 178 115 11 2462 01:00 PM 22 114 29 155 PM 29 127 29 03 I 6 34 43 4 I 59 131 27 0 49 137 36 I 25 34 25 0 44 41 32 I 627 01:576
*"* BREAK *** _
Total 51 241 58 3 13 84 99 7 108 268 63 2 69 75 57 5 1203 *** BREAK "-x"x-
03:30 PM 14 115 14 0 5 22 45 01 34 104 13
21 21 25 0 433
03:45 PM 18 112 10 0 2 23 44 11 32 141 15 O1 17 26 17 2� 461 Total 32 227 24 01 7 45 89 1 66 245 28 1 38 47 42 21 894 04:00 PM 28 132 8 0 4 27 75 0 31 129 12 0 40 36 35 1 558 04:15 PM 16 146 11 0 8 27 65 0 28 130 8 0 24 29 28 0 520 04:30 PM 16 147 6 0 1 25 85 0 36 131 11 2 49 31 34 2 576 04:45 PM 14 177 7 0 3 29 81 0 49 115 12 1 42 33 30 0 593 Total 74 602 32 0 16 108 306 0 144 505 43 3 155 129 127 3 2247 05:00 PM 21 204 7 0 8 48 109 0 34 139 12 0 55 72 57 0 766 05:15 PM 18 222 8 0 3 31 219 1 40 157 12 1 63 35 28 1 839 05:30 PM 16 240 7 0 5 32 161 0 49 160 12 0 62 52 42 0 838 05:45 PM 16 207 10 1 7 31 160 1 44 157 11 0 51 56 33 0 785 Total 71 873 32 1 23 142 649 2 167 613 47 1 231 215 160 1 3228 06:00 PM 11 222 3 0 1 21 98 0 28 109 5 1 47 41 28 0 615 06:15 PM 12 139 17 0 4 17 95 0 18 97 10 0 41 17 14 0 481 Grand Total 824 3783 381 17 106 885 1780 34 2211 4574 513 26 801 904 650 31 .17520 Apprch % 16.5 75.6 7.6 0.3 3.8 31.6 63.5 1.2 30.2 62.5 7.0 0.4 33.6 37.9 27.2 1.3 Total % 4.7 21.6 2.2 0.1 0.6 5.1 10.2 0.2 12.6 26.1 2.9 0.1 4.6 5.2 3.7 0.2 f os'
Start
Hig
Inr
Left
re
I App.
Time
ht
u
ds
Total
Peak Hour From 07:15
AM to 09:00 AM .
Intersecti
07:45 AM
on
Volume
22 332
40 4
603
Percent
37. 51'
6.6 0.7
08:15
70 80
10 2
162
Volume
Peak
Factor
High Int.
08:15 AM
Volume
70 80
10 2
162
Peak
0.93 Factor
1 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115 File Name : H0304040
Irvine, CA. 92614 Site Code : 00000978
Start Date : 04/29/2003
Page No :2
N KARMAN AVENUE MACARTHUR BOULEVARD VON KARMAN AVENUE
Westbound Northbound Eastbound
Thr Left Pe I App. Rig Thr Left Pe App. Rig Thr Left Pe App. Int. u ds Total ht u ds Total ht u ds Total Total
12 8
68 2
220
64. 30.
3.6 0.9
5 9
2 37
16 1
56 08:30 AM
2 48 23 1 74
0.74 3
81 11 12 1 2065
9 25 0
39. 54. 5.8 0.0
7 5
21 27 33 0 523
4 6
08:00 AM
22 27 31 0 530
0 9
0.97 4
30 82 35 2 149 3037
20. 55. 23. 1.3
1 0 5
4 23 10 0 37 778
0.976
08:00 AM
10 25 9 1 45
0.82 8
Out In Total
1168 603 1771
227 332 40 4
Right Thru Left Peds
� 1
- fOI
Fo6
'
J
I
T
_ 0
2/-2
North
A
7:45:00 AM
8:40 00AMrr
Tuming
O v
N
Movements
O
pN
N
o_
O.
01 G1FF
_
N N
Left Thr Ri ht Peds
120 1125 819 1
® 2065 2495
Out In Total
MACARTHUR BOULEVARD
�r�y
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304040
Site Code : 00000978
Start Date : 04/29/2003
Page No : 3
MACARTHUR BOULEVARD
VON KARMAN AVENUE
MACARTHUR BOULEVARD
VON KARMAN AVENUE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
teak Hour rrom 11:3U Am to U1:10 rnn
Intersecti
12:00 PM
on
Volume
12 58
98 6
814
Percent
15.. 72.
12. 0.7
33 13
22 0
188
Volume
Peak
Factor
High Int.
12:45 PM
Volume
40 14
20 5
229
Peak
0.88 Factor
9 real( 1 OT 1
155
18 17
17 375
42. 48.
4.5 4.5
4 5
5 48
64 4 121
12:00 PM
5 48 64 4 121
0.77 5
19 56
82 13
853
7 1
23. 65.
9.6 1.5
1 8
15 59
19 3
246
12:00 PM
59 15 19 3 246
0.86 71
11 17 11 11 420 2462
6 8 5
27. 42. 27. 2.6
6 4 4
27 43 31 2 103 658
10.935
12:15 PM
31 52 30 3 116
0.90 5
Out In Total
® 8141 1 1507
1221 W8 9B 6
Right Thru Left Peds
Or
T
I
Z_
vO
�TJ
North
w .
-
c N
T F—�
~2 w
m +
10312:00:00 PM
- 115
TQ�
10312:45:00 PM
ITin
r 'PC.
cn
Cy
o
Movements
i
0 FLAd
y -4m
rr
F+
Left Thru Ri td Peds
82 561 1971 13
® F 1739
Out In Total
MACARTHUR BOULEVARD
P/go
Transportation Studies, Inc_
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304040
Site Code : 00000978
Start Date : 04/29/2003
Page No :4
MACARTHUR BOULEVARD
VON KARMAN AVENUE
MACARTHUR BOULEVARD
VON KARMAN AVENUE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Th r
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
reaK tiour from Ui:.3u rm to UtxiD rIVI
Intersecti
05:00 PM
on
Volume
71 83
32 1
977
Percent
7.3 89.
3.3 0.1
4 18 22
8 0
248
Volume
Peak
Factor
High Int.
05:30 PM
Volume
16 20
7 0
263
Peak
0.92 Factor
9 reaK 1 oT 1
23 12 644 2 816
2.8 17. 79. 0.2
4 5
3 31 29 1 254
05:15 PM
3 31 29 1 254
0.80 3
16 61
47 1
828
7 3
20. 74.
5.7 0.1
2 0
15 40
12 1
210
05:30 PM
49 16 12 0 221
0.93 7
23 21 16 1 607 3228
1 5 0
38. 35. 26. 0.2
1 4 4
63 35 28 1 127 839
10.962
05:00 PM
55 72 57 0 184
0.82 5
MACARTHUR BOULEVARD
Out In Total
796 9 1773
71 6731 321 1
Right Thru Left Peds
�� 1 L+
i
oW
�
��J
J
T
� N
A 0
North
c O
N F --+
f 2 A
N
`D
103 5:05P
3 NL
/03 54000 PM
ITuming
CD
Q N
T ��,
Movements
(per
N O
D
GN
iti rn
Le fl Th Right Peds
471 6131 1671 1
1 553 828F 2-5-81-1,
Out In Total
MACARTHUR BOULEVARD
f l6/
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
.S Direction: MACARTHUR BOULEVARD Irvine, CA. 92614
C-W Direction: BIRCH STREET
r,munn Printwt- Tiiminn Mnvemonta
File Name : H0304038
Site Code : 00000975
Start Date : 05/07/2003
Page No : 1
MACARTHUR BOULEVARD
BIRCH STREET
MACARTHUR BOULEVARD
BIRCH STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.01
1.0 1.0
1.0 1.0
1.01 1.0
1.01 1.0
1.0 1.0
1.0 1.0
1.01 1.0
07:15 AM
14 146
4 0
8 37
19 0
41 125
20 5
7 17
4 3
450
07:30 AM
20 185
3 0
12 44
21 1
59 143
18 1
11 22
3 1
544
07:45 AM
26 233
6 2
13 57
19 0
59 152
28 01
12 36
5 0
648
Total
60 564
13 21
33 138
59 11
159
420
66 6
1 30
75 12
41 1642
08:00 AM 26 240 8 0 11 56 45 1 64 156 31 21 6 36 10 1 693 08:15 AM 26 244 13 0 20 57 43 0 64 196 33 1 17 35 7 0 756 08:30 AM 25 231 14 0 13 48 33 1 59 182 37 0 9 47 10 0 709 08:45 AM 29 200 14 0 17 44 37 0 70 161 21 1 9 33 8 0 644 Total 106 915 49 0 61 205 158 2 257 695 122 41 41 151 35 1 2802 09:00 AM 19 183 9 01 10 59 32 21 62 149 27 01 11 45 11 1 1 620 *** BREAK ***
Total 19 183 9 01 10 59 32 21 62 149 27 0 11 45 11 1 1 620 *** BREAK ***
11:30 AM 12 142 20 0 12 50 57 0 55 169 17 6 21 27 24 7 619 11:45 AM 11 161 37 1 15 40 64 2 64 194 28 6 25 25 20 4 697 Total 23 303 57 1 27 90 121 21 119 363 45 121 46 52 44 11 1316 12:00 PM 3 157 39 0 17 27 38 3 58 194 30 3 33 23 34 2 661 12:15 PM 11 137 36 2 21 40 43 3 75 185 18 9 26 29 28 8 671 12:30 PM 16 177 21 1 28 47 53 0 48 195 22 9 31 21 24 4 697 12:45 PM 12 139 29 0 26 81 62 11 67 189 26 10 20 22 15 5 714 Total 42 610 125 3 92 195 196 17 248 763 96 31 110 95 101 19 2743 653
01 �5 PM 12 162 20 0 I 21 47 47 4 0 PM 18 159 18 1 19 62 37 I 60 185 27 4 31 45 20 0 49 16221 33 32 19 I 685 *** BREAK ***
Total 30 321 38 1 40 109 84 9 109 353 56 61 64 77 39 2 r 1338 *** BREAK ***
PM
18 20 13 2
516
03:45 PM 19 164 23 0 18 36 62 0 I 37 143 13 1 1 14 25 19 2 1 556 Total 19 284 33 01 20 76 125 1 78 287 31 51 32 45 32 41 1072 04:00 PM 11 202 21 0 9 47 22 0 50 164 14 2 15 20 13 0 590 04:15 PM 4 163 22 0 10 33 30 0 56 182 12 3 19 13 17 0 564 04:30 PM 5 165 17 0 6 39 41 0 42 143 11 0 15 25 13 0 522 04:45 PM 9 135 18 0 7 56 24 0 41 172 8 0 12 38 20 0 540 Total 29 665 78 0 32 175 117 0 189 661 45 5 61 96 63 0 2216 05:00 PM 5 196 38 0 13 74 59 0 55 224 15 0 19 76 20 0 794 05:15 PM 9 234 27 1 7 48 57 0 44 284 21 1 13 37 42 0 825 05:30 PM 8 188 36 1 9 59 47 0 52 224 8 2 27 40 23 0 724 05:45 PM 5 158 31 0 23 53 30 2 53 205 10 2 15 41 25 1 654 Total 27 776 132 2 52 234 193 2 204 937 54 5 74 194 110 1 2997 06:00 PM 4 182 25 0 17 49 46 1 35 283 12 2 20 57 20 0 753 06:15 PM 4 138 15 1 4 40 47 0 43 175 5 0 23 45 14 0 554 Grand Total 363 4941 574 10 388 1370 1178 37 1503 5086 559 76 512 932 481 43 18053 Apprch °Jo 6.2 83.9 9.7 0.2 13.1 46.1 39.6 1.2 20.8 70.4 7.7 1.1 26.0 47.4 24.4 2.2 Total % 2.0 27.4 3.2 0.1. 2.1 7.6 6.5 0.2 8.3 28.2 3.1 0.4 2.8 5.2 2.7 0.2 �rCa
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304038
Site Code : 00000975
Start Date : 05/07/2003
Page No : 2
MACARTHUR BOULEVARD
BIRCH STREET
MACARTHUR BOULEVARD
BIRCH STREET
Southbound
Westbound
Northbound I
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
I
Rig
Thr
Left
Pe
App. Rig
Thr
Left
Pe
App. Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
I Total ht
u
ds
Total Total
FeaK Flour I-rom U/:10 AM to VJ:UU AM
Intersecti
07:45 AM
on
Volume
10 94
41 2
1094
Percent
9.4 86
3.7 0.2
-15
26 24
13 0
283
Volume
Peak
Factor
High Int.
08:15 AM
Volume
26 24
13 0
283
Peak
0.96 Factor
6 reaK 1 oT 1
211
144
57 2 417
13. 52.
33. 0.5
7 3
6 20
57 43
0 120
08:15 AM
20 57 43 0 120
0.86 9I
24 68 12 3 1064
6 6 9
23. 64. 12. 0.3
1 5 1
64 16 33 1 294
08:15 AM
64 199 33 1 294
0.90 5
44 14 32 1 231 2806
19. 66. 13. 0.4
0 7 9
17 35 7 0 59 756
10.928
08:30 AM
9 47 10 0 66
0.87 5
MACARTHUR BOULEVARD
Out In Total
775 1094 869
103 M 41 2
Right Thru Left Peds
�' 1
-6�
2 North
C N
~ 0
4_3 N
2 W
'03 7:45:00 AM
:?Cf
I03 8:30:00 AM
T Arr
r c
o
S .
y
Tumi Movements
N
m
r
Left Thru Ri ht Peds
129 686 2461 3
1132 1064 2196
out In Total
VARD
BOULEVARD
pl/-'�
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304038
Site Code : 00000975
Start Date : 05/07/2003
Page No :3
MACARTHUR BOULEVARD
BIRCH STREET
MACARTHUR BOULEVARD
BIRCH STREET
Soulhbound
Westbound
Northbound
Eastbound
Start
Rig
Thr Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
FeaK Flour 1-rom 11:1U AM to U1:15 t'M
Intersecti
12:30 PM
on
Volume
58 63
88 2
785
Percent
7.4 81.
11. 0.3
12 19
29 0
180
Volume
Peak
Factor
High Int.
12:30 PM
Volume
16 17
21 1
215
Peak
0.91 Factor
3 F'eaK 1 OT 1
23 19
94 20
550
17. 43.
36. 3.6
1 1
2 26
81 62
11 180
12:45 PM
26 81 62 11 180
0.76 4
22 73
10 25 1090
4 7
4 20.
67. 9.5 2.3
6 6
67 18
26 10 292
12:45 PM
67 19 26 10 292
0.93 3
11 12
78 11
324
2749
5 0
35. 37.
24•
3.4 5
0 1
20 22
15 5
62 714
0.963
01:15 PM
31 45
20 0
96 0.84
4 MACARTHUR BOULEVARD
Out In Total
581 6371 66 2
Ri ht Thru Left Peds
Wry
~ r`
C �'
J
T
? .'0
A
O
01 North
CO
N
c
F-2 w
"'
M 12:30:00 PM
3 t
/031:15:0o PM
!!ming
o
m
or,
Movements
mrr
v
w
d
?L
O
Left Thru Right Peds
1041 7371 2241 25
951 1090 2041
Out In Total
MACARTHUR BOULEVARD
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name
: H0304038
Site Code
: 00000975
Start Date
: 05/07/2003
Page No
:4
1 Southbound
I
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From 03:30
PM to 06:15
PM - Peak
1 of 1
Intersecni
05:00 PM
c
Volume
27 77
13 2
937
52 23
19 2
481
20 93
54 5
1200
74 19
11 1
379
2997
6 2
4 3
4 7
4 0
Percent
82. 2.9
14. 0 2
10. 48.
40. 0.4
17. 78.
4.5 0.4
19. 51.
29. 0.3
8 1
8 6
1 0
1 5
2 0
9 23
27 1
271
7 48
57 0
112
44 24
21 1
350
13 37
42 0
92 825
Volume
Peak
0.908
Factor
High Int.
05:15 PM
05:00 PM
05:15
PM
05:00
PM
Volume
9 24
27 1
271
13 74
59 0
146
44 24
21 1
350
19 76
20 0
115
Peak
0.86 0.82
0.85 0.82
Factor
4 4
7 4
MACARTHUR BOULEVARD
Out In Total
1099 937 1 2036
271 776 732 2
Right Thru Left Peds
CO
c ti
rn 2
�F�-2
North
J'
o
n L
/03 5:00:00 PM
A
m
!03 5:45:01) PM
�Tumin
r
= w
ff
v>
OM
d
Movements
+
-a
�m
0_
m ro
Left Thru RIM Peds
541 9371 2D41 5
1043 1200 2243
Out In Total
MACARTHUR BOULEVARD
f 144
Transportation Studies, Inc
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: NEWPORT BOULEVARD Irvine, CA. 92614
-W Direction: 32ND STREET
(;munc Printari- Ti minn Ump.mente
File Name : H0304050
Site Code : 00000979
Start Date : 04/29/2003
Page No : 1
NEWPORT BEACH
32ND STREET
NEWPORT BEACH
32ND STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
�
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
In
Total
Factor
1.01 1.0
1.0 1.0
1.0 1.01
1.0 1.01
1.01 1.0 j
1.0 1.01
1.01 1.01
1.0 07:15 AM
16 114 8
0 3
4 1
0 0
170 4
4 3
9 94
2 432
07:30 AM
28 135 9
0 14
7 3
3 1
205 6
4 2
6 98
2 523
07:45 AM
24 129 12
1 17
8 4
4 3
211 10
7 3
11 103
3 550
Total
68 378 29
1 34
19 8
71 4
586 20
151
8 26
295
7 1505
08:00 AM 29 131 12 3 19 5 6 2 4 244 9 4 2 10 94 1 575
08:15 AM 26 120 13 2 21 9 5 6 6 252 8 3 6 13 112 4 606
08:30 AM 32 121 12 3 23 7 6 5 9 258 12 4 6 11 107 1 617 08:45 AM 27 124 11 1 24 10 7 1 9 256 9 3 4 14 92 5 597
Total 114 496 48 9 87 31 24 14 28 1010 38 14 18 48 405 11 2395 09:00 AM 24 150 9 21 21 12 5 1 1 6 278 8 41 3 12 87 1 623 BREAK ***
Total 24 150 9 21 21 12 5 1 6 278 8 41 3 12 87 1 623
, E BREAK'F"-"
11:30 AM 7 120 9 3 24 16 14 5 13 244 19 5 12 4 98 8 601 11:45 AM 9 123 11 5 21 18 13 4 11 246 17 3 14 5 96 1 597 Total 16 243 20 81 45 34 27 91 24 490 36 81 26 9 194 91 1198 12:00 PM 7 119 14 9 19 23 11 6 9 241 13 4 16 7 91 4 593 12:15 PM 11 128 13 12 27 21 16 8 7 251 18 3 12 6 94 6 633 12:30 PM 16 131 16 7 29 19 14 4 6 264 16 5 15 4 89 4 639 12:45 PM 14 125 15 4 24 24 19 4 4 258 12 7 13 7 99 2 631 Total 48 503 58 32 99 87 60 22 26 1014 59 19 56 24 373 16 2496 01:115 PM 13 122 14 0 I 24 22 17 0 I 11 249 15 0 11 4 106 0 608 *�* BREAK *** _ __ _ _ _ _ _ _
Total 25 251 25 8 47 42 38 - 4� 23 510 29 51 28 13 210 3 1261 *"* BREAK ***
1 7
03:455 PM 29 284 19 4 122 7 19 3 118 258 6 2 12 19 14 2 I 681 Total 63 565 40 101 22 16 20 11 1 19 519 14 71 23 22 36 61 1393 04:00 PM 27 326 23 4 13 11 6 4 9 254 7 5 9 11 18 3 730
04:15 PM 30 317 16 6 12 9 10 6 12 250 9 8 10 14 12 7 728 04:30 PM 31 320 18 2 11 12 13 5 11 255 8 2 13 10 16 1 728 04:45 PM 33 322 20 1 9 10 12 1 17 257 5 2 10 11 19 4 733 Total 121 1285 77 13 45 42 41 16 49 1016 29 17 42 46 65 15 2919 05:00 PM 34 319 16 0 7 13 11 0 16 251 6 0 14 13 17 0 717 05:15 PM 30 311 15 4 10 11 9 3 12 250 4 2 11 9 11 3 695 05:30 PM 29 298 17 5 8 12 10 7 9 264 5 5 9 12 5 2 697
05:45 PM 24 306 16 3 9 9 8 1 12 241 7 1 10 7 11 3 668
Total 117 1234 64 12 34 45 38 11 49 1006 22 81 44 41 44 8 2777 06:00 PM 27 286 12 4 6 6 7 2 12 242 8 2 8 8 9 6 645
06:15 PM 22 284 11 4 10 8 8 2 10 244 7 1 6 6 7 5 635
Grand Total 645 5675 393 103 450 342 276, 99 250 6915 270 100 262 255 1725 87 17847 Apprch % 9.5 83.3 5.8 1.5 38.6 29.3 23.7 8.5 3.3 91.8 3.6 1.3 11.2 10.9 74.1 3.7 Total % 3.6 31.8 2.2 0.6 2.5 1.9 1.5 0.6 1.4 38.7 1.5 0.6 1.5 1.4 9.7 0.5 P1,66
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304050
Site Code : 00000979
Start Date : 04/29/2003
Page No :2
NEWPORT BEACH
32ND STREET
NEWPORT BEACH
32ND STREET
Souhbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
Left
App.
Rig
Thr
Pe
Left
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From U/:15 AM to Uy:UU AM t'eal< 1 OT 1
Intersecti
08:15 AM
on
Volume
100 55
45 8
677
89 38
23 13
163
Percent
16. 76.
6.6 1.2
54. 23.
14. 8.0
1 1
6 3
1 24 10
9 2
185
21 12
5 1
39 Volume
Peak
Factor
High Int.
09:00 AM
08:45 AM
Volume
24 15
9 2
185
24 10
7 1
42 Peak
0.91 0.97
Factor
5 0
30 10 37 14 1125 19 50 39 11 478
44 8
92. 10.
833.
2.7 3.3
1.2 4.0
2.3 27
6 8
4 296
3 12
87 1
8 09:00 AM 08:15 AM
6 28 8 4 296 6 13
0.95 0
2443
1031 623
0.980
11 4 135
2 0.88
5 Out In Total
1531 E677 F22187
L
1091 5151 45 8
Rilght Thru Left Peds
c� J
O
—
=m
�5
o
��—�—gym
North
ro
c n
m
9/03 8:15:00 AM
g
.
- t
9:00:00 AM
7T....
cMovements
O
-a
and
co
m—
r
Left Thru Right Peds
371 10441 301 14
557 1125F 1682
Out In Total
NEWPORT BEACH
N?
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304050
Site Code : 00000979
Start Date : 04/29/2003
Page No :3
Souhbound Westbound I Northbound Eastbound
Start Rig Thr Left I Pe App. Rig Thr Left Pe App. Rig Thr Left Pe App. Rig Thr Left Pe App. Int.
Time ht u ds Total ht u ds Total ht u ds Total ht u ds Total I Total 'eak Hour From 11:30 AM to 01:15 PM • Peak 1 of 1
Intersecti
12:15 PM
on
Volume
53 53
55 31
652
Percent
8.1 78
8.4 4.8
12 19
11 8
160
Volume
Peak
Factor
High Int.
12:30 PM
Volume
16 11
16 7
170
Peak
0.95 Factor
9 10
84 70
20 277
3 37.
30. 25.
7.2 2
3 3
23 20
21 4
68 12:15 PM
27 21 16 8 72
0.96 2
29 10 34 60 20 1143
2.5 90 5.2 1.7
12 26 14 5 292
01:00 PM
12 26 14 5 292
0.97 9
57 26 388 15 484 2556
11. 5.4 79. 3.1
17 9 14 3 133 653
10.979
01:00 PM
17 9 14 3 133
0.91 0
NnWPORTBEACH
Out In Taal
1523 652 2175
531 513 55 31
Right Thru Left Peds
41 1 '�
t5
f-
t�A ,
�a
North
LJ
c
N~
2 A
— R
2910312:15:00 PM
N 3
9/031:00:00 PM
r
rrr
�
o�
Tumin Movements
orr
w -4
Ia.
0 I
Left Thru Right Peds
601 10341 291 20
® 1143 17 33
Out In Total
NEWPORTBEACH
Pl Ov
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304050
Site Code : 00000979
Start Date : 04/29/2003
Page No :4
NEWPORT BEACH
32ND STREET
NEWPORT BEACH
32ND STREET
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe App.
Rig
Thr
Left Pe
App. Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds Total
ht
u
ds
Total Total
YeaK Hour from U3:dU rM to Ub:1b rM
Intersecti
04:00 PM
on
Volume
12 11
77 13
1496
85 Percent
8.1 85.
5.1 0.9
04-45
33 32
20 1
376
Volume
Peak
Factor
High Int.
04:00 PM
Volume
27 36
23 4
380
Peak
0.98 Factor
4 reaK 1 Or 1
45 42
41 16
144
31. 29.
28. 11.
3 2
5 1
9 10
12 1
32 04:30 PM
11 12
13 5
41 0.87
8 49 16 29 17 1111
42 46
65 15 168 2919
4.4 91. 2.6 1.5
25,
27. 38. 8.9
4 0
4 7
17 25 5 2 281
10 11
19 4 44
733
7 04:45 PM 104:45 PM
17 25 5 2 281 10 11 19
0.98 8
NEWPORT BEACH
Out In Total
1126 1496 1 2622
1211 1265 77 13
Right Thru Left Peds
6 � v�
A
O
6l
2 North
�I`^
r'-2
nAi
L
IN
9/03 4:00:00 PM
9/034:45:00PM
!mIng
r
�Mrr
a'
rN
O
Movements
a
Q.
m �
m
I
Left Thru Ri ht Peds
29 1016 49 17
1368 1111 2479
Out In Total
NEWPORT BEACH
f[6?
0.996
4 44
0.95 5
Transportation Studies, Inc.
1350 Reynolds Avenue
City: NEWPORT BEACH Suite 115
N-S Direction: NEWPORT BOULEVARD Irvine, CA. 92614
-W Direction: VIA LIDO
Rmnn¢ Pdnt.H- T-inn KA---.nfe
File Name : H0304052
Site Code : 00000917
Start Date : 05/01 /2003
Page No : 1
NEWPORT BOULEVARD
VIA LIDO
NEWPORT BOULEVARD
VIA LIDO
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
07:15 AM
1 158
61 1
81 1
0 1
5 285
0 1
0 0
0 0
595
07:30 AM
2 188
60 0
100
0 3
1 3
362
1 0
3 0
0 0
723
07:45 AM
2 209
98 0
62 0
1 31
7 303
0 41
0 0
0 01
689
Total
5 555
219
1 1 243
1 4
51 15
950
1 51
3 0
0 01
2007
08:00 AM
2 188
105
1 69
0 2
2 6
405
0 5
0 0
0 0
785
08:15 AM
0 156
83 0
100
0 3
1 8
379
0 5
0 0
0 0
735
08:30 AM
2 172
113
0 67
0 7
0 4
364
0 4
0 0
0 0
733
08:45 AM
5 152
114
1 75
2 3
3 9
363
0 3
0 0
0 0
730
Total
9 668
415
2 311
2 15
6 27
1511
0 17
0 0
0 0
2983
09:00 AM
** BREAK ***
1 109
117
1 60
0 2
01 12
362
0 21 0
0 0
01 666
Total
1 109
117
1 60
0 2
01 12
362
0 21
0 0
0 01
666
*** BREAK ***
11:30 AM
0 118
123
2 47
0 20
0 7
318
0 2
0 0
0 0
637
11:45 AM
2 245
139
0 69
0 5
0 10
383
0 0
0 0
0 0
853
Total
2 363
262
21 116
0 25
01 17
701
0 21
0 0
0 01
1490
12:00 PM
0 171
155
0 108
0 9
0 5
383
0 0
0 0
0 0
831
12:15 PM
1 180
140
0 104
0 13
3 2
354
0 4
0 0
0 0
801
12:30 PM
1 179
156
0 133
0 9
0 2
345
0 3
0 0
0 0
828
12:45 PM
0 124
144
0 73
0 5
2 7
373
0 0
0 0
0 0
728
01:00
PM 3 168 123 0 I 108 0 14 0 I 14 365 0 0 I 01:0 0 0 0 785 *** BREAK ***
Total 5 283 287 01 219 0 19 1 20 663 0 21 0 0 0 01 1499 "* BREAK ***
03:30 PM 0 329 118 11 101 0 11 0 9 279 0 3 0 0 0 0 851
03:45 PM 1 313 98 01 104 0 9 0 14 265 0_ 2 0 0 0 0 806
Total 1 642 216 11 205 0 20 01 23 544 0 .51 0 0 0 01 1657 04:00 PM 1 303 121 0 80 1 3 0 9 178 0 2 0 0 0 0 698
04:15 PM 0 368 127 0 87 0 2 0 3 169 0 4 0 0 0 0 760
04:30 PM 1 355 105 0 93 0 6 1 9 166 0 3 0 0 0 0 739
04:45 PM 1 368 96 0 96 0 3 0 3 164 0 0 0 0 0 0 731
Total 3 1394 449 0 356 1 14 1 24 677 0 9 0 0 0 0 2928
05:00 PM 1 382 102 0 50 0 8 2 7 258 0 4 0 0 0 0 814
05:15 PM 2 356 90 0 69 0 5 0 2 191 0 1 0 0 0 0 716
05:30 PM 2 381 119 0 51 1 9 0 5 198 0 0 0 0 0 0 766
05:45 PM 1 350 122 0 51 0 3 0 0 185 0 0 0 0 0 0 712
Total 6 1469 433 0 221 1 25 2 14 832 0 5 0 0 0 0 3008
06:00 PM 0 346 96 0 49 1 4 0 4 184 0 2 0 0 0 0 686
06:15 PM 0 357 73 0 49 0 5 0 4 197 0 0 0 0 0 0 685
Grand Total 34 6840 3162 7 2247 6 169 20 176 8076 1 56 3 0 0 0 20797 Apprch % 0.3 68.1 31.5 0.1 92.0 0.2 6.9 0.8 2.1 97.2 0.0 0.7 100. 0.0 0.0 0.0 Total q 0.2 32.9 15.2 0.0 10.8 0.0 0.8 0.1 0.8 38.8 0.0 0.3 0.0 0.0 0.0 0.0 Pt?0
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304052
Site Code : 00000917
Start Date : 05/01/2003
Page No :2
NEWPORT BOULEVARD
VIA LIDO
NEWPORT BOULEVARD VIA LIDO
Southbound
Westbound
Northbound Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
'rhr
Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
Total
Peak Hour From U/:15 AM to U9:UU AM
Intersecti
08:00 AM
on
Volume
9 666
45 2
1094
Percent
0.8 6 i
37. 0.2
08:00
2 18
10 1
296
Volume
8 5
Peak
Factor
High Int.
08:00 AM
Volume
2 188
10 1
296
Peak
0.92 Factor
4 Peak 1 oT 1
31 2 15 6 334
1 93. 0.6 4.5 1.8
1 69 0 2 2 73
08:15 AM
10 0 3 1 104
0 0.80
3 27 15 11 0 17 1555
1.7 97. 0.0 1.1
40 0 0 0 0
0.0 0.0 0.0 0.0
6 5 0 5 4161 0 0 0 0
08:00 AM
6 40 0
5 7:00:00 AM
5 416
0.93 4
NEWPORT BOULEVARD
Out In Total
1822 1094 2916
9 668 415 2
Right Thru L� Peds
1-I'
T Ag
o Narth
c
_ N
O 1/03 8:00:00 AM 5
rpp ��1 1M 8:45:00 AM a
_ N
Tumin Movements
0� oD �o
a
m
r+
liIL Thti Right Peds
01 15111 271 17
Out In Total
NEWPORT BOULEVARD
0 2983
0 785
10.950
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304052
Site Code : 00000917
Start Date : 05/01/2003
Page No :3
NEWPORT BOULEVARD
VIA LIDO
NEWPORT BOULEVARD
VIA LIDO
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Int.
Time
ht
I u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
ht
u
Left
ds
Total
Total
reaK Hour From I l:3U AM io ui:io rivi
Intersecti
11:45 AM
on
Volume
4 75
599
0 1369
Percent
0.3 56.
43. 0.0
11.45 2 24
13 0
386
Volume
5 9
Peak
Factor
High Int.
11:45 AM
Volume
2 25
19 0
386
Peak
0.88 Factor
7 reaK 1 OT 1
41 0
36 3 453
4 91.
0.0 7.9
0.7 4
69 0
5 0 74
12:30 PM
13 0 9 0 142
3 0.79
8'
19 65 0 7 1491
1.3 98. 0.0 0.5
10 33 0 0 393
11:45 AM
10 33 0 0 393
0.94 8
0 0 0 0 0 3313
0.0 0.0 0.0 0.0
0 0 0 0 0 853
0.971
NEWPORT BOULEVARD
Out In Total
1879 1369 3248
41 775 5901 0
Ri M Thru Left Peds
1 co [WI
J
r
HI
IIIJJJ
p
Q
01 North
1O
4-2
—
110311:45:00 AM
a �
L
1/0312:30-00 PM
ID to
w
0 o w
Tuming MovemerAs
�
Q
c
my
IL
T r
Left Thru Right Peds
01 14651 191 7
$11 1491 2302
Out In Total
NEWPORTBOULEVARD
P17a
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304052
Site Code : 00000917
Start Date : 05/01 /2003
Page No : 4
NEWPORT BOULEVARD
VIA LIDO
NEWPORT BOULEVARD
VIA LIDO
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App. Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total Total
veaK t10ur l-rom ud:du vm to ub:ln vpA
Intersecti
03:30 PM
on
Volume
2 13
466
1 1780
Percent
0.1 73.
26. 0.1
03:30
0 32
11 1
448
Volume
9 8
Peak
Factor
High Int.
04:15 PM
Volume
0 36
12 0
495
Peak
0.89 Factor
9 t'eaK I OT I
37 1
25 0 398
2 93.
0.3 6.3
0.0 5
10 0
11 0 112
1 03:45 PM
14 0 9 0 113
0.88 1
89 35
0 11
937
95. 3.7
0.0 1.2
29 9
0 3
291
03:30 PM
9 29 0 3 291
0.80 5
0 0 0 0
0.0 0.0 0.0 0.0
0 0 0 0
NEVVPQRT BOULEVARD
Out In Taal
1263 F 1-780-1
21 1313 464 1
Ri ht Thru Left Peds
sJo
2 North
'. ro
~-2
� w
zi
o
1/03 3:30:00 PM
—
R
L
1103 4:15:00 PM
�TumlnqMovements
m
r� a
o H
�vp
.�
m o
Left Thru Ri ht Peds
01 891 35 11
1338 937 075
04 In Total
NEWPDRTBOULEVARD
pig 3
0 3115
0 851
10.915
City: NEWPORT BEACH
N-S Direction: NEWPORT BOULEVARD
�-W Direction: HOSPITAL ROAD
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Groups Printed- Turning Movements
File Name : H0304053
Site Code : 00000922
Start Date : 04/29/2003
Page No : 1
AU
Southbound
Westbound
Northbound
Eastbound
! Start Time
Right
Thru
Left I
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right i
Thru
Left Peds
Factor!
1.0 1.0 '
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1 O
ii 1.6
07:15 AM
74 198
8 1
0 29
7 0
6 377
15 01
27 13
27 0
07:30 AM
67 216
12 2
7 51
16 0
14 449
21 1
I 55
36 59
0 07:45 AM
116
289
8 3
1 6
86 12
01 18
373
36 0
83 68
52 _
0 Total
257
703
6 13
166
35 0
38 119
72 1
165
117
138
0 .28
08:00 AM
79 255
16 1
1 62
18 0
26 373
28 1 I
63 44
62 2 ;
08:15 AM
101
258
14 1
5 62
10 0
27 387
38 1
54 39
37 0
08:30 AM
90 281
19 3
6 54
28 1
24 368
38 0
39 32
43 0
08:45 AM
109
295
12 0
7 56
17 01
19 369
35 1
51 20
37 0
Total
379
108
61 5
19 234
73 1
96 149
139
3�
207
135
179
2 Int.
Tota I
782
1006
1150
2938
1031
1034
1026
1028
4119
09:00 AM
66 283
14 21
5 43
17 01
16 293
35 1
68 25
44 0.
912
*** BREAK ***
Total
66 283
14 21
5 43
17 01
16 293
35 1
68 25
44 0
912
*** BREAK ***
03:30 PM
85 334
15 0
9 40
23 0
11 375
32 1
43 38
82 1 :
1089
03:45 PM
72 378
11 1
7 41
28 0
14 281
33 1
61 25
73 0,
1026
Total
_
157
712
26 1
16 81
51 01
25 656
65 21
104
63 155
F
_
2115
04:00 PM
75 322
10 0 !
5 71
25 0
13 348
36 0
67 40
78 1
1091
04:15 PM
69 383
14 0
9 42
29 0
11 288
26 0
48 29
65 0
1013
04:30 PM
54 341
19 0
13 52
26 0
20 332
40 0
68 23
98 0 !
1086
04:45 PM
55 423
14 0
9 46
32 0
15 291
45 2
48 29
78 0 !
1087
Total
253
149
57 0
36 211
112
01 59
129
147
2 231
121
319
1 4277
05:00 PM
41 396
12 1
13 40
49 0
22 331
41 01
81 28
99 0
1154
05:15 PM
54 403
7 2
5 52
34 0
17 336
40 0
69 37
90 0
1146
05:30 PM
53 434
9 1
19 46
36 0
11 285
36 0
39 49
116
0 1134
05:45 PM
64 468
15 1
12 41
32 0
15 283
26 1
37 38
166
0 1199
_
Total
212
171
43 5
49 179
151
0 65
125
143
1 1
226
152
471.
0 4633
06:00 PM
69 416
17 0
9 33
34 1
17 314
24 0;
26 29
145
0 1134
06:15 PM
53 460
9 0
5 38
29 0
20 279
30 0 �
36 20
84 0 '
1063
Grand Total
144
6833
255
19 152
985
502
2 336
6732
655
10 I
106
662
153
4, 21191
Apprch Ojo
16.9 79.9
3.0 0.2
9.3 60.0
30.6 0.1
4.3 87.1
8.5 0.1
32.6 20.3
47.0 0.1
Total %
6.8 32.2
1.2 0.1 1
0.7 4.6
2.4 0.0
1.6 31.8
3.1 0.0
5.0 3.1
7.2 0.0
Peak Hour From 07:15 AM to 09:00 AM
Intersecti
07:45 AM
on
Volume
388 10
57 8
153
89 Percent
25.70. 3.7
0.5 07:45
11 28
8 3
416
Volume
6 9
Peak
Factor
High Int.
07:45 AM
Volume
16 288
8 3
4161
Peak
0.92 Factor
2 Transportation Studies, Ind.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
IofI
18 266
68 1
351
5.1 75.
19. 0.3
2 4
6 86
12 0
104
07:45 AM
6 86
12 0
104
0.84 4
File Name : H0304053
Site Code : 00000922
Start Date : 04/29/2003
Page No :2
Pe' App. Int.
Left !
ds I Total : Total
95 15
14 2
i
17323
18 19 2
618, 424
01 0
8: 9
3 4
1 86.
38. 29.
31. 5.5
4 8.1 0.1
7 6
0.3 4
18 33
36 0
4271 83
68 52 0
203 1100
0.922
08:15 AM i 07:45 AM
27 38 38 1 453 83 68 52 0 203
0.95 0.76
9 1
Out In Total
g T5. L-.5TF F.US
4-j 1 L+
�� T �;dt2i
o
North
/29/03 8:30:00 AM L o
1 0 w TurningMovements
o� N
iF-
I Left Thru Right Peds
-T39MUP n I oa
NEWPORT BOULEVARD
PI7?
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304053
Site Code : 00000922
Start Date : 04/29/2003
Page No : 3
HUSH I AL RUAU
I Southbound
Westbound
Northbound
Eastbound
Start Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.' Rig
' Thr :, Pe App. Int.
Time ht
u
,Left
ds
Total
ht
Left
u
ds
Total
ht
u
Left
ds
�
Total ht
Left ;
u , ds I Total Total
Peak Hour From 03:30 PM to 06:15 PM Peak 1 of 1
Intersecti
05:00 PM
on
Volume
21 17 43 5
19 49
17 15 0 379
2 01
1 1
9 1
Percent
10. 86. 2.2 0.3
112.
47. 39. 0.0
8 7
9 2
8 05:45
64 46 15 1
548
12 41
32 0 85
Volume 8
Peak
Factor
High Int. 05:45 PM 05:00 PM
Volume 64 46 15 1 548 13 40 49
Peak 0.89
Factor 5
0 102i
0.92 9
12 14
65 1
35 3
85. 4.5
9.9 0.1
23 15
26 1
1441 22
15 47
0 463
849
4 6
2 1
3 26.
17. 55. 0.0
6 9
5 3251 37
38 16 0
241 1199
0.966
05:00 PM ! 05:45 PM
22 3i 41 0 3941 37 38 16 0 241
0.91 I 0.88 '
61 1
Out In Total
ig ru LOR Peas
4J 1 '�
I .
o ? �_�a f O
II�
North 4�' LN"
j —► 1— =1
/29/03 5:45:00 PM � ' '
O� T
uming Movements
fD o
N
Left Thru Right Peds
i
i
our T` jT35t�T
NEWPORTBOULEVARD
pl?6
Transportation Studies, Inc
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: NEWPORT CENTER DRIVE Santa Ana, CA. 92705 --W Direction: SANTA BARBARA DRIVE
r]rni ine PrinfM- Tnminn Mnw-ontc
File Name : H0303086
Site Code : 00000919
Start Date : 03/26/2003
Page No : 1
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
R�tT
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
PedsFactor
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.01
1.01 1.0
07:15 AM
9 16
3 0
1 2
0 4
0 21
12 5
13 3
7 1
97 07:30 AM
11 15
2 0
1 1
2 0
1 21
20 0
18 3
8 0
103
07:45 AM
11 16
1 3
0 3
2 0
2 37
23 2
36 9
14 01
159
Total
31 47
6 3
2 6
4 41
3 79
55 71
67 15
29 1
359
08:00 AM
12 26
1 2
1 1
1 0
1 28
20 1
45 5
13 1
158
08:15 AM
9 12
2 0
0 2
0 0
4 42
23 2
34 9
9 0
148
08:30 AM
14 15
5 0
0 0
0 0
1 31
7 0
21 10
5 4
113
08:45 AM
11 24
2 0
0 0
0 0
2 29
20 0
27 15
10 0
140
Total
46 77
10 2
1 3
1 0
8 130
70 3
127
39 37
5 559
09:00 AM 17 24 5 01 1 4 4 21 2 25 16 1 24 12 9 01 146
*** BREAK ***
Total 17 24 5 01 1 4 4 21 2 25 16 1 24 12 9 01 146
* * BREAK'�x
11:30 AM 16 24 20 5 2 10 1 1 8 16 18 3 24 28 13 31 192
11:45 AM 16 47 20 1 4 10 5 0 9 22 22 6 21 36 11 5 235
Total 32 71 40 61 6 20 6 1 17 38 40 91 45 64 24 81 427
12:00 PM 21 46 11 7 6 12 4 1 8 33 25 6 26 36 15 4 261
12:15 PM 20 40 19 1 8 17 4 0 10 25 27 7 24 29 18 6 255
12:30 PM 13 40 10 7 11 13 4 0 11 28 24 0 26 24 16 3 230 12:45 PM 11 36 10 3 3 23 9 0 9 46 33 3 29 29 11 15 270
Total 65 162 50 18 28 65 21 1 38 132 109 161 105 118 60 28 1016 01:00 PM 13 32 10 8 0 25 16 0 7 35 31 7 40 33 12 6 275
01:15 PM 21 22 11 6 4 31 13 5 9 26 32 7 25 32 14 2 260
* �* BREAK ***
Total 34 54 21 141 4 56 29 51 16 61 63 141 65 65 26 81 535 *** BREAK **
03:45 PM 11 37 7 0 5 17 9 0 7 19 37 0 34 30 11 2 226
Total 32 65 14 1 9 30 10 31 14 41 60 31 58 51 25 31 419 04:00 PM 14 38 8 1 1 14 5 1 5 14 16 7 30 23 11 0 188
04:15 PM 19 24 15 7 5 26 9 3 4 22 39 2 38 27 9 4 253
04:30 PM 24 35 16 0 7 24 9 0 6 27 36 5 39 25 10 4 267
04:45 PM 25 51 11 0 8 18 4 0 7 23 35 1 24 33 5 0 245
Total 82 148 50 8 21 82 27 4 22 86 126 15 131 108 35 8 953 05:00 PM 21 53 6 2 5 25 8 1 12 26 37 1 28 24 7 2 258
05:15 PM 24 43 14 1 5 15 8 0 11 18 27 5 32 33 21 4 261
05:30 PM 15 33 8 1 1 14 3 1 6 17 42 2 23 25 9 0 200
05:45 PM 17 26 6 1 6 21 9 0 4 18 25 3 30 23 7 0 196
Total 77 155 34 5, 17 75 28 2 33 79 131 11 113 105 44 6 915 06:00 PM 16 31 9 2 4 25 5 0 1 10 36 21 30 19 14 0 204
06:15 PM 13 24 10 0 2 23 4 0 5 13 33 121 17 27 8 0 191
Grand Total 445 858 249 59 95 389 139 22 159 694 739 931 782 623 311 67 5724 Apprch % 27.6 53.3 15.5 3.7 14.7 60.3 21.6 3.4 9.4 41.2 43.9 5.5 43.9 34.9 17.4 3.8 Total % 7.8 15.0 4.4 1.0 1.7 6.8 2.4 0.4 2.8 12.1 12.9 1.6 13.7 10.9 5.4 1.2 F1-79
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303086
Site Code : 00000919
Start Date : 03/26/2003
Page No :2
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
Southbound
Westbound
Northbound I
Eastbound
Start
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Rig
Thr Left
Pe
App.
Int.
Time
ht
u
ds
Total
ht
u
ds
Total
ht
u
ds
Total
ht
u
is
Total
Total
YeaK Hour from U/:15 AM to Uy:UU AM
Intersecti
07:45 AM
on
Volume
46 69
9 5
129
Percent
35.53. 7.0
3.9 07:45
11 16
1 3
31 Volume
Peak
Factor
High Int.
08:00 AM
Volume
12 26
1 2
41 Peak
0.78 Factor
7 reaK 1 oT 1
1 6
3 0 10
10. 60.
30. 0.0
0 0
0 0 3
2 0 5
07:45 AM
0 3 2 0 5
0.50 0,
8 138 73 5 224
3.6 61. 32. 2.2
6 6
2 37 23 2 64
08:15 AM
4 42 23 2 71
0.78 9
13 33
41 5
215
578
6 63.
15. 19.
2 3
3 3
1 36
9 14
0 59
159
0.909
08:00 AM
45 5 13 1 64
0.84 0
NEWPORT CENTER DRIVE
Out In Total
160 129
46 69 9 5
Rig' ht Thru Left Peds
f I 1 �►
0 ��&�
o �,
Z �a
North
0 M 2 7
-
c
c' 26/03 7:45:00 AM e'
W L
26/03 8:30:00 AM r o
1j N Turning Mwernents
o Bo c�rr
Left Thru RightI Peds
731 1381 81 5
® 224 F4321
out In Total
PORTC NEWENTER DRIVE
P17f
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303086
Site Code : 00000919
Start Date : 03/26/2003
Page No : 3
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Pe
Left
App.
Rig
'fhr
Left
Pe
App.
Rig
Thr
Left
Pe App.
Rig
Thu
Left
Pe
App.
Int.
Time
ht
u
ds
' Total
ht
u
ds
Total
ht
u
ds Total
ht
u
ds
Total
Total
NeaK Hour t'rom I I:Ju AIVI to ui:io rm
Intersecti
12:30 PM
on
Volume
58 13
41 24
253
Percent
22.. 51.
16. 9.5
4 01:00
13 32
10 8
63 Volume
Peak
Factor
High Int.
12:30 PM
Volume
13 40
10 7
70 Peak
0.90 Factor
4 reaK i or 1
18 92
42 5
157
11. 58.
26. 3.2
5 6
8 0 25
16 0
41 01:15 PM
4 31
13 5
53 0.74
1 15
122
36 17
308
11. 43.
39. 5.5
7 8
0 7
35 31
7 80
12*45 PM
9 46 33 3 91
0.84 6
12 11
53 26
3171
0 8
37. 37.
16. 8.2
9 2
7 40
33 12
6 91
01:00 PM
40 33 12 6 91
0.87 1
NEWPORT CENTER DRIVE
Out In Total
® 253F 459
58 130 41 24
Right Thru Left Peds
+' 1 L+
6 0
N
w> -
� J
r
A _
Z'_�
m
O
m
Nor th
N_
cz
2603 12:30:00 PM
N
N
261031:15:00 PM
�r�
N
O N
N V
Turning Movements
i
w
(L
N
Nrr
+I T r
Left Thru Right Peds
1201 1351 361 17
292 308
Out In Total
NEWPORT CENTER DRIVE
P17�
1 1035
275
0.941
Transportation Studies, Inc.
1820 E. Gary Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303086
Site Code : 00000919
Start Date : 03/26/2003
Page No : 4
NEWPORT CENTER DRIVE
SANTA BARBARA DRIVE
NEWPORT CENTER DRIVE I
SANTA BARBARA DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Rig
Thr
Left Pe App.
Rig
Thr
Left Pe
App.
Rig Thr
Left
Pe
App.
Rig
Thr
Left
Pe
App.
Int.
Time
ht
u
ds Total
ht
u
ds
Total
ht u
ds
Total
ht
u
ds
Total
Total
Heak Hour I-rom UJ:JU I'M to Ub:lO VIVA
Intersecti
04:30 PM
on
Volume
94 18
47 3
326
Percent
288. 55.
14 0.9
04:30
24 35
16 0
75 Volume
Peak
Factor
High Int.
04:45 PM
Volume
25 51
11 0
87 Peak
0.93 Factor
7 t'eaK 1 OT 1
25 82
29 1 137
18. 59.
21. 0.7
2 9
2 7 24
9 0 40
04:30 PM
7 24 9 0 40
0.85 6'
36 94 15 12 277
13. 33. 48. 4.3
0 9 7
6 27 36 5 74
05:00 PM
12 26 37 1 76
0.91 1
12 11 43 10 291 1031
3 5
42. 39. 14. 3.4
3 5 8
39 25 10 4 78 267
0.965
05:15 PM
32 33 21 4 90
0.80 8
NEWPORT CENTER DRIVE
Out In Total
162 3261 1 488
—T-
941 182 47 3
Right Thru Left Peds
s
tm
N
0 �' C
,2
North
C
m
F--r2
N
�
0 P
43100PM
N
w
26 M
oN a
Tmin Movemerdso
m
w
d
N J
AAi
cn —rr
4-1 T r
Left Thru Right Peds
135 94 361 12
® 277 611
Oul In Total
NE40RT CE R DRIVE
City: NEWPORT BEACH
N-S Direction: SANTA CRUZ
E-W Direction: SAN JOAQUIN HILLS ROAD
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Groups Printed- Turning Movements
File Name : H0303069
Site Code : 00000092
Start Date : 03/18/2003
Page No :1
-----
5 KOAL
Southbound
Westbound
Northbound
Eastbound
Start Time i Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left Peds
I Right 1
Thru i
Left
Peds
In
Tot
L Factor;
1.0 1.0 '
1.0 1 1.0
1.0 1 1.0
1 1.0
j 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 �7
_ 1.0
_-
07:15 AM
8 2
3 1
4 65
34 1
4 1
13 1
i 45
89 0;
27 07:30 AM
22 1
5 1
4 126
48 0
4 0
18 1
36 96
6 0
36 07:45 AM
8 3
10 13
5 75
73 2
2 1
11 3
41 161
14 .__
_0 __
42 _
Total
38 6
18 15
13 266
155
3 10
2 42
51 122
346
27 0
106
08:00 AM
7 2
0 0 1
9 76
56 1
4 3
9 0!
62 136
21 0.
38 08:15 AM
6 3
2 0
2 66
50 1
5 1
19 0
1 61
118
16 0
35 08:30 AM
8 2
4 1
4 69
47 0
2 3
17 0
45 91
12 0
30 08:45 AM
8 1
3 3
4 59
28 2
3 5
17 0
59 97
8 0_
29 _
Total
29 8
9 4
19 270
181
4 14
12 62
01 227
442
57 ___
0 133
t.
al
8 8
2 8
6 0
5 7
8 09:00 AM 11 4 4 01 1 64 23 01 5 11 40 01 48 83 10 0• 304 ** BREAK *** _
Total 11 4 4 01 1 64 23 0 5 11 40 0 48 83 10 0 304
*** BREAK ***
11:30 AM 8 5 8 01 9 86 11 0 18 0 44 01 62 66 19 01 336
11:45 AM 12 3 5 01 7 88 11 0 17 4 69 _ 0 55 83 23 0 377 Total 20 8 13 01 16 174 22 01 35 4 113 01 117 149 42 0 713 12:00 PM 7 3 0 1 5 101 10 0 21 5 43 0 38 67 20 01 321
12:15 PM 13 2 2 0 6 75 9 0 14 2 53 0 44 84 10 0, 314
12:30 PM 11 2 3 0 1 86 2 0 3 2 55 3 49 94 16 0 327
1_2:45 PM 4 0 6 _ 0 8 114 17 0 12 10 73 0 54 113 1_5 0 426 Total 35 7 11 1 20 376 38 0 50 19 224 3 185 358 61 _ 0 1388 01:00 PM 4 0 4 01 2 82 16 0 12 3 63 01 45 79 16 0. 326
01:15PM 14 1 4 01 8 91 5 01 11 3 71 0j 49 110 16 0' 383 BREAK
Total 18 1 8 01 10 173 21 01 23 6 134 0 94 189 32 0 709 *** BREAK ***
03:30 PM 21 5 8 2 6 94 12 0 22 4 81 1 1 29 112 38 0 435 03:45 PM 18 3 6 0 1 91 16 0 25 4 72 1 42 107 28 0 414
Total 39 8 14 21 7 185 28 01 47 8 153 21 71 219 66 0 849 04:00 PM 18 1 0 0 3 102 9 0 24 2 75 0 31 69 18 0 352
04:15 PM 9 1 4 0 2 95 8 0 25 5 91 0 27 107 22 0 396
04:30 PM 9 0 6 0 0 90 10 0 26 4 114 0 33 85 24 0 401
04:45 PM 9 1 2 3 0 100 13 0 28 5 66 0 53 86 16 0.' 382
Total 45 3 12 3 5 387 40 0 103 16 346 0 144 347 80 0' 1531 05:00 PM 4 0 1 0 0 105 8 0 42 3 111 01 29 93 46 0 442
05:15 PM 1 7 3 1 0 119 12 0 34 7 98 0 38 94 34 0 448
05:30 PM 13 4 1 0 0 85 7 0 24 5 82 0 32 81 24 1 359
05:45 PM 11 3 4 0 - 0 99 16 0 17 _ 1 89 01 _ 48 98 13 1 400 Total 29 14 9 1 1 0 408 43 0, 117 16 380 0! 147 366 117 2 1649 06:00 PM 6 0 5 01 0 68 6 0 1 26 4 73 211 28 73 26 0 317 06:15 PM 6 2 3 21 2 68 6 0 18 3 74 . 0! 34 94 18 0: 330 Grand Total 276 61 106 28 I 93 2439 563 7 448 101 16i 12 121 2666 536 2 10196 Apprch % 58.6 13.0 22.5 5.9 3.0 78.6 18.1 0.2 20.3 4.6 74.5 0.5 27.5 60.3 12.1 0.0 Total % 2.7 0.6 1.0 0.3 0.9 23.9 5.5 0.1 4.4 1.0 16.1 0.1 , 11.9 26.1 5.3 0.0 ' 19ly
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303069
Site Code : 00000092
Start Date : 03/18/2003
Page No :2
— _
R6A[Y
Southbound
Westbound
Northbound I Eastbound
Start Rig
Thr
Left Pe App. Rig
Thr
Left
Pe
App. Rig Thr ;Left Pe
I
App.
i Rig Thr
Left ' Pe ! App. Int.
Time ht
u
ds Total ht
u
ds
Total ht u ds
Total
ht u
ds ;Total Total
reaK Flour Yrom u/:15 Am t0 uy:uu AM reaK 1 oT 1
Intersecti
07:30 AM
on
Volume
43 9
17 14
83 20
33 22
4 594
Percent
51. 10.
20. 16.
3.4 57.
38. 0.7
8 8
5 9
7 2
07:45
8 3
10 13
34 5
75 73
2 155
Volume
Peak
Factor
High Int.
07:45 AM
07:30 AM
Volume
8 3
10 13
34 4
16 48
0 178
Peak
0.61 0.83
Factor
0 4
15 5 57 4
18. 6.2 70. 4 4.9
2 1 11 3
811 200 5i 57 0 768 156
26. 66. 7.4 0.0
0 5
17 41 16 14 0 216 422
0.904
08:15 AM
5 1 19 0 25
0.811
01 08:00 AM
62 16 21 0 219,'
0.87 7
Out In Total
Aigru e e s
+ 1 L*
o
I
O
North
�+-2
J(D
:00 /18/03 8:15A7Mr
oTumin Movements
N
N
Thru
I
I
I
Left Right Peds
';u n 70;'�
NTA Cfzuz
P16ox
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303069
Site Code : 00000092
Start Date : 03/18/2003
Page No :3
Southbound
Westbound
Northbound Eastbound
Start Rig Thr
Pe App.
Rig
Thr
Pe
App. Rig
Thr
Pe App.
Rig
Thr I Pe App.
Time ht ' u
Left
ds Total
ht
Left
u
ds
Total ht
u
Left
ds Total
ht
Left
u ds ! Total l
NeaK Hour From 11:JU AM to U1:15 I'M
Intersecti
12:30 PM
on
Volume
33 3
17 0
53 Percent
62. 5.7
32. 0.0
1 12:45
4 0
6 0
10 Volume
Peak
Factor
High Int.
01:15 PM
Volume
14 1
4 0
19 Peak
0.69 Factor
7 feaK1 ot1
19 33 40 0 432
4.4 86. 9.3 0.0
8 14 17 0 139
12:45 PM
8 14 17 0 139
0.77 I nt.
otal
38 18
22 3
321I
i
I
I
19 399
63 0
656.
146
11. 5.6
81. 0.9
30. 60,
9.6 0.0
0 4
12 10
73 0
95 54 13
15 0
182
426
0.858
12:45 PM
12:45 PM
12 10
73 0
95 54 13
15 0
182
0.84 0.90
5 1
Out In Total
i
Right ru LefF Peds
+j 1 L4
o
2 c `h~2
LLIcJJL
North
�/18/03 1:15:00 PM
_
r�
CD
O
Turning Movements
cods
fA I W
Left Thru Right Peds
jNf— Fn YT 95
� SANTA CRUZ
P«3
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : HO3O3O69
Site Code : 00000092
Start Date : 03/18/2003
Page No : 4
ILLS ROA --
i Souhbound
Westbound Northbound
Eastbound
Start j Rig, Thr
Left
Pe
App.
Rig
Thr
Pe
Left
App.
Rig
Thr
Left
Pe
App. Rig'
Thr' Pe I App
Left
Time ht I u I
ds
Total
ht
u
ds
Total
ht
u
! ds
Total I ht
I u ds ! Total Tc
reaK Hour from u3:du FM to ub:l!) Nm • reaK 1 07 1
Intersecti
04:30 PM
on
Volume
23 8
12 4
47 0 44 43 0
457
133
19 388 0 538
Percent
48. 17.
25. 8.5
90 0.0 9.4 0.0
24. 72
3.5 0.0
9 0
5 6
2 3
1 7
3 1
12 0 111 12 0
131
34 7 98 0 139
Volume
Peak
Factor
High Int. 04:30 PM 105:15 PM
Volume 9 0 6 0 15I 0 111 12
Peak 0.78
Factor 3
0 131
0.87 2
05:00 PM
42 3 11 0 156
0.86 2
Out In Total
® �8
ig ru e e s
4' 1 4
North
118/03 5:15:00 PM
Turning Movements
Left Thru Right Peds
Prily-
nt.
#al
15 35
12 0
631; 167
3 8
0 3
24. 56.
19. 0.0
2 7
0 38
94 34 0
166: 448
0.934
05:00 PM
29 93 46 0 168
0.931
9 Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 116
N-S Direction: SANTA ROSA Santa Ana, CA. 92705
E-W Direction: SAN JOAQUIN HILLS RD
Groups Printed- Turninq Movements
File Name : H0303070
Site Code : 00000916
Start Date : 03/19/2003
Page No : 1
Southbound
Westbound
Northbound
Eastbound
Start Time
Right
Thru
Left
Peds
Right
Thru
Left ,
Peds
Right
Thru
Left
Peds
Right
Thru I
Left
Peds
Int.
Total
Factor
1.0 1.0
1.0 1.0
1.0 1. Oj
1.01 1.0
1.0 1.01
1.0 1 1.0
1.0 1.0 ,
1.0 li 0
y
07:15 AM
6 5
19 2
15 89
68 2
14 3
5 1
14 75
2 0
320
07:30 AM
11 1
13 0
14 143
100
0 3
0 5
1 14
112
15 1 :
433
07:45 AM
11 3
24 4
12 113
118
0 23
3 12
1 41
108
7 1
481
total 28 9 5b b 1 41 :345 28fo 2 1 4U 6 22 3 1 b9 29b 24 "L 1234 08:00 AM 9 4 18 31 14 116 98 0 16 1 9 0 35 93 13 0 429
08:15 AM 4 2 20 0 � 21 138 127 0 11 3 10 0 17 76 12 0. 453 08:30 AM 6 8 7 0 5 98 132 1 30 4 19 1 20 63 7 0 1 401
08:45 AM 4 17 26 3 3 74 154 0 33 7 23 1 22 60 2 1 _430
Total 23 31 71 61 49 426 511 1 96 15 61 2 94 292 34 1 1713 09:00 AM 7 2 9 1 11 76 108 1 43 14 11 01 49 44 3 0 ! 379 *** BREAK *** _
Total 7 2 9 1 11 76 108 1 43 14 11 0 49 44 3 0 379
*** BREAK ***
03:30 PM 17 1 11 1 6 61 73 0 93 5 49 1 38 57 6 0 419
03:45 PM 12 2 20 0 5 54 51 0 67 2 48 0 40 99 14 _ 0 i _414 Total 29 3 31 1 11 115 124 01 160 7 97 1. 78 156 20 01 833 04:00 PM 8 2 17 0 4 44 35 0 95 4 23 0 I 13 79 23 0 ! 347 04:15 PM 15 1 22 3 3 31 79 2 81 2 38 1 14 98 11 0 : 401 04:30 PM 8 1 18 0 12 72 101 0 88 3 31 0 30 105 10 1 480 04:45 PM 4 6 21 0 17 53 27 0 108 11 31 0 17 111 4 0 410 Total 35 10 78 3 36 200 242 2 372 20 123 1 74 393 48 11638 05:00 PM 3 2 7 3 8 63 41 4 99 11 58 4 23 120 6 1 453
05:15 PM 14 1 11 3 11 68 45 0 106 12 83 0 39 97 2 1 493 05:30 PM 11 8 15 0 11 61 62 0 93 2 28 1 32 74 3 0 401
05:45 PM 9 2 16 2 3 44 59 0 119 1 31 0 25 85 6 1 ! _ 403 Total 37 13 49 81 33 236 207 4 417 26 200 5 119 376 17 3i 1750 06:00 PM 5 1 14 0 11 27 65 0 57 2 52 1 28 97 9 0 369
06:15 PM 5 3 22 0 22 36 30 0 I 88 11 23 0 8 77 4 0 329 . *** BREAK ***
Grand Total 169 72 330 25 214 146 157 10 127 101 589 13 519 173 159 7 8245 1 3 3 0
Apprch % 28.4 12.1 55.4 4.2 6.6 44.8 48.3 0.3 64.4 5.1 29.8 0.7 21.5 71.6 6.6 0.3 Total % 2.0 0.9 4.0 0.3 2.6 17.7 19.1 0.1 15.4 1.2 7.1 0.2 6.3 21.0 1.9 0.1 P. I f6
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Fife Name : H0303070
Site Code : 00000916
Start Date : 03/19/2003
Page No : 2
AN J
BAN 7OAU-WN HILLS ROAD
Southbound
Westbound
Northbound Eastbound
Start
Rig Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr
Pe
App.
Rig
Thr Pe App.
Time
Left
ht u
ds
Total
ht
Left
u
ds
Total
ht
u
Left
ds
Total
ht
Left
u ds Total Tota
reaK rlour rrom vi:in Hwi io uy:vu Hm
Intersecti
07:30 AM
on
Volume
35 10
75 7
127
Percent
27. 7.9
59 5.5
07:45
11 3
24 4
42 Volume
Peak
Factor
High Int.
07:45 AM
Volume
11 3
24 4
42 Peak
0.75 Factor
6 1
- reaK i or 1
51 44
102
67 0
0 3
0 50.
43,
6.6 0.0
0 4
13 111
12 0
243
08:15 AM
27 18 12 0 292
0.87 3
59 7
36 2
104
56 34.
6.7 1.9
23 3
12 1
39 07:45 AM
23 3 12 1 39
0.6611
7,
10 388 47 2 545 179
19. 71, 8.6 0.4
6 4
41 18 7 1 157 481
0.933
07:45 AM
41 18 7 1 157
0.86 8'
Out In Total
ig ru e e s
�' 1 L+
~ 2 North
2 r _
/19/03 8:15:00 AM �_
m— — CD Turnin Movements + 171
[V vl
@—
Left Thru Right Peds
I
n
SANTA R )SA
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303070
Site Code : 00000916
Start Date : 03/19/2003
Page No : 3
----
--SAN JUAUU[N-HILLS ROAD
Souhbound
Westbound
Northbound i Eastbound
Start Rig j Thr I Left I Pe
App.
Rig
Thr
Left � Pe-
App.
Rig Thr
Left Pe
App. I Rig
Thr
I Left Pe App.
Time ht u i ds
Total
ht
u
ds
Total
ht u
ds
Total I ht
u
I ds Total ; T
NeaK Hour rrom UJ:JU F'M to U0:JU t'M - t'eaK 1 or 1
Intersecti
04:30 PM
on
Volume
29 10
57 6
102.
48 26
24 4
522
Percent
28. 9.8
55..
5.9 9.2
49..
41..
0.8 05-15
14 1
11 3
29 11
68 45
0 124
Volume
Peak
Factor
High Int.
04:45 PM
04:30 PM
Volume
4 6
21 0
31 12
72 10
0 185
Peak
0.82 0.70
Factor
3 5
Int.
)tal
40 20
37 4
645
10 43 183
22 3 567
1 3
9 3 6
62. 5.7 31. 0.6
19. 76. 3.9 0.5
2 5
2 4
10 12 83 0
201
39 97 2 1 139 493
6 05:15 PM 1 05:00 PM
100 12 83 0 201 23 122 6 1 150
0.80 0.94
2i 5
Out In Total
ig ru. e e s
4-11 4
�� T tul
oNorthjr)
c cM I n�
/19/03 5:15:00 PM Turnin Movements
EN
j Left TIN Right Peds
`Out n Y. T
SANTA ROSA
P J 8' 7
0.931
City: NEWPORT BEACH
N-S Direction: SAN MIGUEL
E-W Direction: SAN JOAQUIN HILLS ROAD
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Groups Printed- Turning Movements
File Name : H0303071
Site Code : 00000916
Start Date : 03/20/2003
Page No : 1
HILLS ROAD-
Southbound
Westbound
Northbound
Eastbound
Start Time
Right ! Thru I
Left
Peds
I Right
Thru
Left
Peds
Right
Thru
Left
I Peds
Right Thru i
Left Peds
T_o_ to
Factor
1.0 1.0
1.0 1.0
i 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0 1.0 i
_, _
1.0 1.0
07.15 AM 4 42
14 6
9 72
13 1
20 19
2 1
3 128
23 22
37�
07:30 AM 10 61
9 2
33 126
46 3
17 48
1 2
0 100
30 7
49E
07:45 AM 7 45
15 0
18 132
69 1
1 21
23 0
0 5 91
54 4 ;
48E
total
11 146
its
61 bU
dJU
1Lti
5 I
5t5
yU
d
J I
t5
dly
lU/
J.i
l.i5y
08:00 AM
7 108
22 0
24 135
52 2
30 65
0 2
6 68
51 2
574
08:15 AM
6 59
13 0
9 181
64 3
28 30
0 2
2 85
14 2
498
08:30 AM
10 91
16 2
9 179
43 2
15 46
0 0
1 77
38 0
529
08:45 AM
6 51
20 0
27 152
47 4
28 29
2 0
3 96
23 2
490
Total
29 309
71 2
69 647
206
11 101
170
2 4
12 326
126
6 2091
09:00 AM
2 90
13 01
9 131
47 01
30 34
2 01
3 68
14 01
443
*** BREAK ***
Total
2 90
13 01
9 131
47 01
30 34
2 01
3 68
14 0 i
443
*** BREAK ***
03:30 PM 10 79 25 3 1 131 30 2 55 96 2 3 I 6 102 32 4 ! 581 _ 03:45 PM 5 55 16 0 8 135 65 3 41 79 4 1 2 147 31 _ 0 592 Total 15 134 41 31 9 266 95 51 96 175 6 41 8 249 63 4 1173 04:00 PM 11 56 20 1 18 102 69 0 47 121 1 2 4 132 55 1 640 04:15 PM 10 80 19 0 7 93 73 1 68 94 0 0 5 143 52 1 !. 646 04:30 PM 10 57 24 0 15 90 35 1 61 100 0 1 2 137 65 3 601 04:45 PM 9 55 21 0 11 93 43 2 45 94 1 1 3 144 44 _1_ 567_ Total 40 248 84 1 51 378 220 4 221 409 2 4j 14 556 216 6 2454 05:00 PM 1 44 39 0 16 128 51 0 32 95 2 0 2 183 46 0 : 639 05:15 PM 9 51 17 0 9 101 71 3 67 102 1 2 3 191 73 0. 700 05:30 PM 7 41 45 0 2 107 34 0 67 72 2 0 6 226 28 0 I 637 05:45 PM 8 53 26 0 13 96 56 0 47 79 1 3 0 161 52 01 595 Total 25 189 127 0 40 432 212 3 213 348 6 5 11 761 199 01 2571 06:00 PM 2 46 24 1 14 99 51 0 61 83 2 1 4 125 44 1 558
06:15 PM 1 38 22 0 9 93 49 0 64 59 2 2 4 117 35 0 495
120 100 136 252
Grand Total 135 2 420 15 261 2376 8 28 844 8 25 23 64 1 804 50 11144 Apprch % 7.6 67.8 23.7 0.8 7.1 64.7 27.4 0.8 37.3 60.5 1.1 1.0 1.9 73.3 23.4 1.5 Total To 1.2 10.8 3.8 0.1 2.3 21.3 9.0 0.3 7.6 12.3 0.2 0.21 0.6 22.6 7.2 0.4
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
Southbound Westbound Northbound
Start Rig Thr Left ! Pe App.' Rig Thr Left Pe Al:p. Rig Thr Left Pe App.
Time ht I u I ds I Total ht u ds To, ht u ds Total
Peak Hour From 07:15 AM to 09:00 AM • Peak 1 of 1
Intersecti
08:00 AM
on
Volume
29 300
71 2
411
Percent
7.1 75.
17. 0.5
7 18
22 0
137
Volume
Peak
Factor
High Int.
08:00 AM
Volume
7 108
22 0
137
Peak
0.75 Factor
0 69 64 26 11 933
7.4 69. 22. 1.2
3 1
24 15 52 2 213
08:15 AM
9 18 64 3 257
0.90 8
File Name : H0303071
Site Code : 00000916
Start Date : 03/20/2003
Page No :2
Eastbound
Ir Pe 1 App. Int.
Left
u ds :Total Total
10 1
17 2 4
0 277 12 32
6 12 6 470 209
6 1
36. 5
61. 0.7 1.4
4 2.6 69.
4 26. 1.3
8 30
65 0 2
97I
6 68
51 2 127I 574
08:00 AM 08:00 AM
30 65 0 2 97 6 68 51 2 127'
0.71 0.92
4 5i
BAN MluutL
Out In Total
,g ru C.'Tul I r. 11 11
+j 1 L*
North
120/03 8:45:00 AM
Turning Movements
Left TIN Right Peds
"U,
Totar
SAN MIGUEL
P «l
0.911
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303071
Site Code : 00000916
Start Date : 03/20/2003
Page No :3
AD-
Southbound
Westbound Northbound Eastbound
Start Rig
I Thr
Left Pe App.
i i
Rig
Thr
Left
Pe App.
Rig
Thr
Left
Pe
App.
Rig
Thr Left Pe! App.�Int.
Time ; ht
u
ds Total
ht
u
ds Total
ht
u
ds
Total
ht
u ds i Total Total
Peak Hour From UJ:JU PM to U6:15 PM • Peak 1 of 1
Intersecti
05:00 PM
on
Volume
25 188
12 0
341
40 42
22 3
687
Percent
7.3 554
37..
0.0 15.8
62..
30. 0.4
05,15
9 51
17 0
77 9
11 71
3 184
Volume
Peak
Factor
High Int.
05:30 PM
05:00 PM
Volume
7 41
45 0
93 16
12 51
0 195
Peak
0.91 0.88
Factor
7 1
21 34
6 5
572
3 8
37. 60.
1.0 0.9
2 8
10 67
1 2
172
05:15 PM
67 10 1 2 172
0.;
11 i
11 76
19 0
971
257
1 9
1 1.1
78. 20.
0.0 4
5 3
19 73
0 267.
700
0.918
05:15 PM
3 19
73 0
267
0.90 9�
Out In Total
14t 1nrU Len Peds
I-►
I
I
North
c 2� �2
0^ /20103 5:45:00 PM r m
5 y Turning Movements
O
d fD I m
Left Thru Right Peds
I—�u Zl n I oral
SAN MIGUEL
P/gv
City: NEWPORT BEACH
N-S Direction: MARGUERITE
E-W Direction: SAN JOAQUIN HILLS ROAD
Transportation Studies, Inc.
1820 E.Garry Avenue
Suite 116
Santa Ana, CA. 92705
Groups Printed- Turning Movements
File Name : H0303073
Site Code : 00000092
Start Date : 03/20/2003
Page No : 1
H LLS ROAD
Southbound
Westbound
Northbound
Eastbound
f
Start Time
Right Thru 1
Left
Peds
Right
Thru
Left
Peds
Right
Thru
Left
Peds
Right Thru
LeftPeds
Int.
Total
Factor
1.0 !
1.0 1.0
1.0 1.0
1 1.0
1.0 1.0
1.0 1.0
1.0 1.0
j 1.0 1.01
1.0 1.0
07:15 AM
3 0
2 0
2 118
17 1
16 13
60 0
21 72
3 1
329
07:30 AM
7 4
4 7
' 6
151
18 1
16 9
107
20 33 100
4 1 !
488
07:45 AM
1 7
6 2
13 154
16 0
19 11
96 21
41 87
9 1
465
Total
11 11
12 91
21 423
51 2
51 33
263
22 j
95 259
16 3'
1282
08:00 AM 12 11 15 2 45 119 17 1 16 19 75 2 49 76 12 1 472 08:15 AM 9 7 8 2 30 112 21 3 21 12 81 1 32 72 7 2 ! 420 08:30 AM 5 14 6 4 23 107 14 2 18 15 79 5 28 69 13 7 409 08:45 AM 7 12 14 2 17 127 19 1 23 24 97 3 26 93 12 21 479 Total 33 44 43 10 115 465 71 7 1 78 70 332 111 135 310 44 12' 1780 09:00 AM 10 14 11 31 29 97 16 31 17 25 75 41 20 71 39 1 435 *** BREAK'**-x
Total 10 14 11 3 29 97 16 31 17 25 75 41 20 71 39 1 435 *** BREAK "-*
11:30 AM 6 9 4 0 2 72 0 0 0 0 0 0 0 0 0 0 93
11:45 AM 5 7 8 0 11 115 13 0 11 12 68 0 13 88 9 _0 ! _ _ 360 Total 11 16 12 01 13 187 13 01 11 12 68 01 13 88 9 0 453 12:00 PM 11 10 15 1 61 108 71 3 12 22 16 2 46 88 17 1 1 484 12:15 PM 5 12 14 0 5 90 31 0 20 5 56 3 50 87 9 0 387
12:30 PM 7 10 22 3 4 87 25 2 29 11 46 2 57 76 17 1 399
12:45 PM 6 22 9 0 11 68 15 0 20 11 64 01 56 81 19 01 382 Total 29 54 60 4 81 353 142 51 81 49 182 7 j 209 332 62 2 1652 01:00 PM 17 16 8 1 I 3 80 17 0 15 13 61 0 65 74 8 0 378 01:15 PM 11 13 15 2 I 9 72 9 0 13 9 46 0 53 81 14 1 348 *** BREAK ***
Total 28 29 23 31 12 152 26 01 28 22 107 01 118 155 22 1 726 *** BREAK ***
03:30 PM 13 26 21 1 6 121 18 1 I 28 14 63 0 76 106 14 0 j 508 _ 03:45 PM 9 11 14 2 2 111 27 0 26 16 65 1 64 100 7 0 _ 455 Total 22 37 35 31 8 232 45 1 54 30 128 1. 140 206 21 0 963 04:00 PM 16 14 26 0 4 67 31 0 34 21 70 0 60 134 11 0 488 04:15 PM 19 21 23 2 5 74 25 0 41 20 76 1 71 119 21 2 520 04:30 PM 12 17 29 1 6 69 22 3 37 19 71 0 69 116 16 4 491 _ 04:45 PM 28 16 31 1 7 73 20 2 44 25 77 0 76 127 29 1 ;_557 Total 75 68 109 41 22 283 98 5 156 85 294 1 276 496 77 7' 2056 05:00 PM 4 31 23 0 7 94 17 01 32 14 50 0 93 156 3 0 524 05:15 PM 6 22 12 0 4 91 19 0 30 8 44 2 70 170 4 1 : 483 05:30 PM 2 19 10 0 6 72 32 0 34 11 46 1 84 162 7 01 486 05:45 PM 6 16 21 0 8 74 23 0 16 17 55 0 96 122 6 0 _460 Total 18 88 66 0 25 331 91 0 112 50 195 3 343 610 20 1 1953 06:00 PM 9 19 27 1 14 68 17 01 21 27 46 0 104 134 10 2 499 06:15 PM 7 16 24 1 9 66 20 2. 17 19 41 1 87 102 8 0 420 Grand Total 253 396 422 38 349 2657 590 25 626 422 17i 50 1540 2763 328 .291 12219 Apprch % 22.8 35.7 38.1 3.4 9.6 73.4 16.3 0.7 22.1 14.9 61.2 1.8 33.0 59.3 7.0 0.6 Total % 2.1 3.2 3.5 0.3 2.9 21.7 4.8 0.2 5.1 3.5 14.2 0.41 12.6 22.6 2.7 0.2
f
�Southbound�
Start
Rig i Thr !
Pe
App.
Time I
ht I u ; Left I
ds
Total
Peak Hour From 07:15 AM to
09:00
AM
Intersecti
07:30 AM
on
Volume
29 29 33
13 104
Percent
27. 27• 31.
12. 9 9 7
5 07:30
7 4 4
7 22
Volume
Peak
Factor
High Int.
08:00 AM
Volume
12 11 15
2 40
Peak
0.65 Factor
0 Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303073
Site Code : 00000092
Start Date : 03/20/2003
Page No :2
Westbound Northbound Eastbound
p.
Rig Thht U Left ds of Rig
_fhu Left ds Total Rh{ ThU Left ds Total Total
-PeakIofI
536
94 72
5 707
13. 75.
10. 0.7
3 8
2 15
6 18
1 176
07:45 AM
13 14 16 0 183
0.96 6
72 51 355 25 507
14. 10. 70.
2 1 8 4.9
16 9 10 20 152
15 35 32 5 527: 184
29. 63. 6.1 0.9
4 6
33 10 4 1 1381 488
0.945
07:30 AM ' 07:30 AM
16 9 10 20 152 33 .10
0.83 4;
4 1 138
0.95 5
Out In Total
131
ig ru e e s
1 0
2 North
1— 2
c
/20/03 8:15:00 AM
�^
T umigg Movements
m
^
m Lod—'
N
Left Thru Right Peds
—Out FnE `Total
MARGUERITE
pl�l
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, GA. 92705
Fite Name : H0303073
Site Code : 00000092
Start Date : 03/20/2003
Page No : 3
�MAKUULKI I E
6AN JUAQUIN H1 JOAQUrN-HILLS ROAZ
Southbound
Westbound Northbound Eastbound
Start I Rig j Thr Left
Pe :App.
Rig
Thr
Left
Pe App. Rig
Thr Left P-.IThr
Left I Pe! ApTime
ht I u
ds tal
ht
u
ds Total ht
u ds Totaf ht
: u
d,1 Lio-t'
Peak Hour From 11:30 AM to U1:15 FM
Intersecti
12:00 PM
on
Volume
29 54
60 4
147
Percent
19. 36.
40. 2.7
7 7
8 12:00
11 10
15 1
37 Volume
Peak
Factor
High Int.
12:30 PM
Volume
7 10
22 3
42 Peak
0.87 Factor
5 Peak 1 of 1
33 12
81 5 581
13. 60.
24. 0.9
9 8
4 108
61 71
3 243
12:00 PM
61 108 71 3 243
0.59 8
18 81
49 7
319
25. 15.
57. 2.2
4 4
1 12
22 16
2 52
12:45 PM
20 11 64 0 951
0.83 9
NIMMUUMMI 1 C
Out In Total
Ig ruL-eT F.4,'
North
37 : :
/20/03 12:45:60 PM
Turning Movements
-4
Left Thru Right Peds
UMT- TnM RGU -=6 a
I . Total
200
32 62 2
6051 165
34. '
54. 10. 0.3
5 9
2 46
88 17 1
152 484
0.853
12:45 PM
56 81 19 0 156
0.97 0
I
~2
poi
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
File Name : H0303073
Site Code : 00000092
Start Date : 03/20/2003
Page No :4
--_MAKUUtNJ I L
SAN JUAUUIN HILLS F(OA MAKUUtK1 I t
SAN JUA-GIDTN HTLCS-R-AIs-
Southbound
Westbound Northbound
i Eastbound
Start I Rig Thr I Left
Pe
App.
Rig I Thr Left Pe
App.
Rig
Thr Left
Pe
App. Rig ! Thr i Left Pe App.
_ Time i ht! u i
ds
Total
ht u ds
Total
ht
u
ds
TotPI ht u ds; Total '
Peak Hour From 03:3U I'M to U6:15 I'M
Intersecti
04:15 PM
on
Volume
63 85
100
4 258
Percent
24. 32.
41. 1.6
4 9
1 04:45
28 16
31 1
76 Volume
Peak
Factor
High Int.
04:45 PM
Volume
28 16
31 1
76 Peak
0.84 Factor
9 HeaK 1 of 1
311
25 84
5 424
73. 19.
5.9 1.2
1 8
7 73
20 2 102
05:00 PM
7 94 17 0 118
0.89 8
14 24
78 1
507
30. 15.
54. 0.2
4 4
0 44
25 77
0 146
04:45 PM
44 25 77 0 146
0.86 8
I nt.
otaI
39 58 69 7 903. 202
34. 57. 2 4 7.6 0.8
76 12 29 1 233. 557
0.939
05:00 PM
93 16 3 0 252
0,89
6 Out In Total
igs ru e e
+j
es
O� NJ L—ro Q
~ 2 North
2 CM rn
/20/03 5:00:00 PM
Turning Movements r !
Q
L� N O �y61
y LL7J
Left Thru Right Peds
`"Fn`I otal�
MARGUERITE
City: NEWPORT BEACH
N-S Direction: SPYGLASS HILL ROAD
-W Direction: SAN JOAQUIN HILLS ROAD
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Groups Printed- Turning Movements
File Name
: H0304014
Site Code
: 00000977
Start Date
: 04/10/2003
Page No
: 1
---
IN
HILLS
KOALf
STTEE7ZDAD-
Southbound
Westbound
Northbound
I Eastbound
_
Start Time I Right i Thru
Left
Peds
Right
Thru
Left
Peds
Right
Thru I
Left
Peds Right Thru !
Left
Peds
Factor 1 1.0 i 1.0
. 1.0
1.01 1.0
1.0 1 1.01
1.0 1.01
1.0 1
1.01 1.01 1.0 i 1.01
1.0 __
_1_.0
_
07:15 AM 14 2
16 21
6 96
1 0
0 4
7 0 i 2 77
9 0
07:30 AM 21 0
14 31
6 150
0 1
1 0
7 1! 1 101
8 0
07:45 AM 42 1
12 01
6 165
1 01
2 2
6 0! 5 111
19 0_
I nt.
Total
236
314
372
Total
77 3
42 5 1
18 411
2 1
3 6
20 1 8 289 36
6 922
08:00 AM
28 1
12 5
8 170
0 0
0 0
6 2' 7 122 19
0 380
08:15 AM
17 0
5 6
8 137
0 0
0 0
4 1 I 4 87 15
2 286
08:30 AM
20 0
5 11
5 135
0 0
0 0
4 21 2 77 13
2 276
08:45 AM
14 0
4 2
14 144
1 0
0 0
1 41 2 97 16
0`
299
Total
79 1
26 241
35 586
1 0
0 0
15 91 15 383 63
4 1241
09:00 AM
27 0
11 01
13 140
0 01
0 1
2 21 4 63 13
0 276
*** BREAK ***
Total
27 0
11 01
13 140
0 67
1 2
21 4 63 13
0 276
*** BREAK ***
03:30 PM 14 1 19 0 6 109 1 0 0 0 3 3 4 87 24 0' 271
03:45 PM 23 0 12 3 13 105 0 0 2 0 5 0 6 124 20 0_ 313
Total 37 1 31 3 19 214 1 01 2 0 8 31 10 211 44 0 584
04:00 PM 18 1 12 2 10 109 0 0 0 1 5 2 3 121 14 0 298
04:15 PM 16 0 12 1 13 80 1 0.I 0 1 2 1 I 1 133 24 0' 285 04:30 PM 21 0 10 0 13 108 2 0 1 0 2 2! 2 133 14 2 310
0.4.45 PM 18 0 10 0 14 99 0 1 0 0 2 1 5 143 _ 13 . _ 0 306 Total 73 1 44 3 50 396 3 1 1 2 11 11 530 65 2 1199
05:00 PM 16 0 14 0 8 98 4 0 1 0 1 0 I 2 174 21 0 339
05:15 PM 18 1 14 1 15 95 2 0 0 0 1 1 3 170 20 0 341
05:30 PM 17 0 7 0 10 126 2 0 0 1 3 0 8 158 16 0 348
_ 05:45 PM 19 1 14 0 5 101 3 0 0 2 4 0 4 134 26 0' 313
Total 70 2 49 1 1 38 420 11 0 1 3 9 1 17 636 83 0 1341
06:00 PM 21 1 13 0 7 103 1 0 0 2 4 0 1 155 23 0 331
06:15 PM 16 0 10 0 10 90 4 0 5 0 1 0 I 7 129 13 0 285
Grand Total 400 9 226 36 190 2360 23 2 12 14 70 22 73 2396 340 6 6179 Apprch % 59.6 1.3 33.7 5.4 7.4 91.7 0.9 0.1 10.2 11.9 59.3 18.6 2.6 85.1 12.1 0.2 Total % 6.5 0.1 3.7 0.6 3.1 38.2 0.4 0.0 0.2 0.2 1.1 0.4 1.2 38.8 5.5 0.1 .
P /gs
Southbound
Start
Rig ! Thr
Pe
App.
Left
ht : u ;
ds
Total
_Time'_
Peak Hour From 07:15 AM to 09:00
AM
Intersecti
07:30 AM
on
Volume
108 2 43
14 167
Percent
64 1.2 25.
8.4 08:00
28 1 12
5 46
Volume
Peak
Factor
High Int.
07:45 AM
Volume
42 1 12
0 55
Peak
0.75 Factor
9 Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
Westbound
Rig! Thr j Left Pe App. Rig
ht ; u I ds Total ht
Peak 1 of 1
28 62
1 1
652
4.3 95. 4
0.2 0.2
8 170
0 0
178
08:00 AM
8 17
0 0
178
0.91 6
File Name : H0304014
Site Code : 00000977
Start Date : 04/10/2003
Page No :2
Northbound Eastbound
r Left Pe App. Rig Thr ! Left , Pe App. Int.
a ds.Total ht u_ ds Total Total
3 2 23
4 32i 17 42
61 2
501 135
9.4 6.3 71..
12. 3.4 84..
12. 0.4
5 0 0 6
2 8 7 12
19 0
148 380
0.889
07:45 AM 1 08:00 AM
2 2 6 0 101
7 12 19 0 148
0.80 0.84
0 6
JNYULAJJ HILL KUAU
Out In Total
I
I`l�"ghi—T LAea,
L4
North
110/03 8:15:00 AM
Turning Movements
i
Left Thru Right Peds
i
i
©&
SPYGLASS HILL ROAD
Transportation Studies, Inc.
1350 Reynolds Avenue
Suite 115
Irvine, CA. 92614
File Name : H0304014
Site Code : 00000977
Start Date : 04/10/2003
Page No : 3
i S�fILL ROAD
TSANZOf70UM-RTLLSIROAD"
Southbound
Westbound
Northbound Eastbound
Start j Rig Thr
i Left Pe j App.
Rig Thr
Left
Pe
App. ; Rig
Thr
Left I Pe
App. ; Rig
+ Thr i Left Pe. App.
Time: ht! u
j ds I Total
ht u
ds
Total ht
u
ds
Total I ht
j u ds Total
Peak Hour From U:i:.JU I'M to Ub:15 F'M
Intersecti
05:00 PM
on
Volume
70 2
49 1
122
Percent
5 1.6
40 0.8
4 05:30
17 0
7 0
24 Volume
Peak
Factor
High Int.
05:15 PM
Volume
18 1
14 1
34 Peak
0.89 Factor
7 Peak 1 01 1
422
38 11
0 469
89,
8.1 2.3
0.0 16
10 2
0 138
05:30 PM
10 122 2 0 1381
0.85 0
1 3 9 1
7.1 21. 64. 7.1
4 3
0 1 3 0
Int.
Total
14 17 633 83 0 736 134
2.3 86. 11. 0.0
4 3
4 � 8 1$ 16 0 182 348
i 0.963
05:45 PM
i
0 2 4 0 6
0.58 3:
51'YG"ASS NIL-L KUAU-
Out In Total
246
491
Ig M e e s
+j 1 4
North
/10/03 5:45:00 PM
Turning Movements
T,
Left ThIru Right Peds
r
n 'Toff
SPYGLASS HILL ROAD
P «-7
05:00 PM
2 14 21 0 197
0.93 4
0332004a.prn
Traffic Data services, Inc.
TABULAR SUMMARY OF VEHICULAR TURNING MOVEMENTS
N/S STREET:
SAN
MIGUEL
E/W
STREET:
SYPGLASS
CITY:
NEWPORT
DR
HILL
DR
BEACH
DATE: 4/01/03
DAY:
TUESDAY
FILENAME:
0332004A
----------------------------------------------------------------------------- 15 Min
Northbound
southbound
Eastbound
westbound
Period
Beginning
NL
NT
NR
SL
ST
SR
EL
ET
ER
WL
WT
WR
TOTAL
----------------------------------------------------------------------------- LANES:
1 2
0 1
2 0
0.5 0.5
1 0
1 0
6:00 AM
15 AM
30 AM
45 AM
7:00 AM
15 AM
8 35
6 15
32 2
6 2
10 7
5 48
176
30 AM
5 61
13 28
55 5
17 5
9 12
5 76
291
45 AM
5 64
6 33
81 12
9 11
16 8
16 68
329
8:00 AM
6 80
9 30
74 6
15 7
10 14
3 52
306
15 AM
8 63
7 25
41 5
7 1
10 14
5 46
232
30 AM
8 45
4 26
47 5
10 1
6 8
2 45
207
45 AM
5 47
3 16
65 3
12 4
10 4
0 61
230
9:00 AM
4 51
11 26
63 3
3 1
8 7
1 41
219
.15 AM
30 AM
45 AM
10:00 AM
15 AM
30 AM
45 AM
11:00 AM
----------------------------------------------------------------------------- AM Peak Hr
Begins at
730
VOLUMES =
24 268
35 116
251
28 48
24 45
48 29
242
1158
COMMENTS: