1.148
q
Factor
0.93 0.97
DayTotal
17,316
rbx
/i
Data File : D0308130NB
-S-
1 ! [L llJ �1V■ Lk LlVL LJ LLl L1�VJ� iaa V
1350 Reynolds Avenue, Ste. 1 15
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPOR'
Segment : NIO COAST HIGHWAY Date: 0811510:
Client : CITY NEWPORT BEA
Interval Day: Frida,
Begin AM - SB PM- SB
12:00
30 125
320
1,266
12:15
38 330
12:30
26 322
12:45
31 294
1:00
18 53
295
1,179
1:15
12 293
l :30
12 274
1:45
11 317
2:00
7 32
322
1,172
2:15
11 270
2:30
7 292
2:45
7 288
3:00
5 22
316
1,140
3:15
2 272
3:30
4 278
3:45
11 274
4:00
10 48
288
1,205
4:15
12 280
4:30
12 314
4:45
14 323
5:00
25 151
309
1,383
5:15
40 364
5:30
42 324
5:45
44 386
6:00
66 426
348
1,310
6:15
88 346
6:30
162
316
6:45
110
300
7:00
172
789
271
1,018
7:15
190
290
730
228
242
7:45
199
215
8:00
234
945
212
744
8:15
234
191
8:30
230
169
8:45
247
172
9:00
314
1,140
180
696
9:15
304
147
9:30
264
184
9:45
258
185
10:00
295
1,123
138
487
10:15
284
118
10:30
270
137
10:45
274
94 11:00
283
1,237
84 304
11:15
284
84 11:30
348
72 11:45
322
64 Totals 6,091 11,904
Peak Hour
11:00 5:15
Volume
1,237 1,422
Factor
0.89 0.92
DayTotal
17,995
D0308130SB
�3�
1350 Reynolds Avenue, Ste. 1 l5
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPORI
Segment : N/0 COAST HIGHWAY Date: 08/15/0:
Client : CITY NEWPORT BEA
Interval Day: Friday
Begin AM - NB PM- NB
12:00
50 180
221
994
12:15
40 241
12:30
50 260
12:45
40 272
1:00
26 124
278
1,104
1:15
38 268
l :30
28 280
1:45
32 278
2:00
26 60
279
1.193
2:15
l5
280
2:30
13 300
2:45
6 334
3:00
8 26
306
1,196
3:15
7 272
3:30
4 322
3:45
7 296
4:00
6 44
274
1,127
4:15
9 294
4:30
16 284
4:45
13 275
5:00
26 163
286
1,098
5:15
38 300
5:30
38 290
5:45
61 222
6:00
64 406
194
912
6:15
88 250
6:30
114
234
6:45
140
234
7:00
198
995
224
939
7:15
228
264
7:30
241
241
7:45
328
210
8:00
320
1.278
241
913
8:15
318
232
8:30
314
242
8:45
326
198
9:00
312
1,083
184
797
9:15
260
210
9:30
259
205
9:45
252
198
10:00
236
976
215
819
10:15
256
250
10:30
254
194
10:45
230
160
I1:00
264
1,050
169
548
11:15
238
158
11:30
276
134
1 1:45
272
87 Totals 6.385 11,640
Peak Hour 7:45 2:45
Volume
1.280 1,234
Factor
0.98 0.92
DayTotal
18,025
Data File : D0308130NB y
S�
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location
: MAC ARTHUR BOULEVARD
Segment
: N/0 COAST HIGHWAY
Client
: CITY NEWPORT BEA
Site: NEWPORT
Date: 08/16/03
Interval
Begin
AM- SB
PM- SB
Day: Saturday
[2:00
58 177
307
1,228
12:15
44 331
12:30
40 302
12:45
35 288
1:00
27 1 1 I
278
1,087
1:15
39 266
1:30
24 257
1:45
21 286
2:00
15 51
278
1,057
2:15
14 284
2:30
12 235
2:45
10 260
3:00
10 35
283
1.044
3:15
12 246
3:30
10 226
3:45
3 289
4:00
6 37
258
1.064
4:15
4 257
4:30
7 273
4:45
20 276
i:00
23 105
273
969
5: l i
22 230
5:30
20 224
5:45
40 242
6:00
58 313
255
985
6:15
60 236
6:30
77 252
6:45
118
242
7:00
124
603
272
880
7:15
147
186
7:30
160
234
7:4 5
172
188
8:00
191
778
164
652
8:15
166
166
8:30
201
178
8:45
220
144
9:00
269
1.076
135
529
9:15
220
130
9:30
284
148
9:45
303
116
10:00
283
1,160
108
423
10:15
286
115
10:30
294
92 10:45
297
108
1 t:00
322
1,283
69 305
11:15
314
79 11.:30
318
73 11:45
329
84 Totals 5,729 10.223
Peak Hour 11:00 12:00
Volume 1.283 1.228
Factor 0.97 0.93
DayTotal 15,952
Data File : D0308130SB
J� 1
i, aatsuurtduuri 3tuuies, lne.
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD
Seszment : N/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Interval
Begin AM- NB PM- NB
Site: NEWPOP
Date: 08116A
Day: Saturd,
12:00
80 299
223
956
12:15
72 227
12:30
76 250
12:45
71 256
1:00
64 210
252
1,003
1:15
60 247
1:30
40 264
1:45
46 240
100
42 117
270
1.112
2:15
24 282
2:30
27 288
245
24 272
3:00
15 35
258
1.074
3:15
7 272
3:30
6 284
3:4 5
7 260
4.00 10
39 252
1.060
4:15
10 298
4:30
6 258
4:45
13 252
5:00
10 73
294
1.136
5:15
14 332
5:30
19 256
5:45
30 254
6:00
23 170
237
1,012
6:15
42 255
6:30
47 266
6:45
58 254
7:00
71 334
246
979
7:15
69 226
7:30
96 248
7:45
98 259
8:00
120
589
274
1,098
8.15 124
267
8:30
149
274
8.45 196
283
9:00
214
804
224
897
9: l 5
174
247
9:30
211
218
9:45
205
208
10:00
207
833
217
903
10:15
218
241
10:30
200
230
10:45
208
215
11:00
246
934
243
691
11:15
230
192
1 1:30
218
140
1 1:45
240
116
4,437 11,921
Peak Hour 11:00 4:30
Volume 934 1,136
Factor 0.95 0.86
DayTotal 16,358
Data File : D030813ONB J ( I
t raxisVOI'CdLI011 Jwuros, iue.
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPORT
Segment : NIO COAST HIGHWAY Date: 08/17/03
Client : CITY NEWPORT BEA
Interval Day: Sunday
Begin AM- SB PM- SB
12:00
62 188
311
1.037
12:15
56 226
12:30
28 248
12:45
42 252
1:00
30 100
258
1.059
1:15
27 254
30 21
282
1:45
22 265
2:00
15 62
252
1.067
2:15
19 250
2:30
17 304
2:45
11 261
3:00
7 36
246
958
3:15
12 247
3:30
10 259
3:45
7 206
4:00
7 36
224
981
4:15
9 276
4:30
10 238
4:45
10 243
5:00
11 73
244
922
5 15
21 211
5:30
11 240
5:45
30 227
6:00
34 221
249
901
6:15
46 191
6:30
76 239
6:45
65 222
7:00
76 326
176
687
7:15
62 185
7:30
82 162
7:4 5
106
164
8:00
111
479
122
478
8:15
108
127
8:30
116
125
8:45
144
104
9:00
166
753
103
389
9:15
154
95 9:30
207
97 9:4 5
226
94 10:00
229
1,003
72 279
10:15
244
90 10:30
256
55 10:45
274
62 11:00
308
1.100
54 166
1 1:15
266
40 11:30
278
40 11.:45
248
32 Totals 4.377 8.924
Peak Hour 10:45 1:45
Volume 1,126 1.071
Factor 0.91 0.88
DayTotal 13,301
Data File : D0308130SB
I'
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD
Segment : N/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 17/03
Interval Day: Sunday
Begin AM - NB PM- NB
12:00
98 315
212
790
12:15
75 196
12:30
79 188
12:45
63 194
1:00
51 192
217
897
I l5
48 214
1:30
36 230
1:45
57 236
2:00
51 145
210
912
2:15
40 214
2:30
24 238
2:45
30 250
3:00
14 39
237
992
3: I5
6 248
3:30
10 259
3:45
9 248
4:00
3 34
272
1.122
4:15
10 288
4:30
11 286
4:45
10 276
5:00
14 62
291
1,121
5:15
12 269
5:30
17 288
5:45
19 273
6:00
16 132
272
1,079
6:15
30 282
6:30
38 281
6:45
48 244
7:00
31 250
249
986
7:15
47 229
7:30
82 250
7:45
90 258
8:00
73 376
308
1.106
8:15
88 261
8:30
112
294
8:45
103
243
9:00
132
592
231
799
9:15
128
211
9:30
154
170
9:45
178
187
10:00
170
776
204
608
10:15
200
126
10:30
196
126
10:45
210
152
11:00
190
825
80 255
11:15
203
68 11:30
202
55 11:45
230
52 Totals 3.738 10,667
Peak Hour 11:00 4:15
Volume 825 1.141
Factor 0.9 0.98
DayTotal 14,405
Data File: D0308130NB ���
iranspurtauun Jtuutics, i114;.
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD
Segment : N/O COAST HIGHWAY
Client : CITY NEWPORT BEA
I nterval
Begin AM - SB PM- SB
12:00
24 98
282
1.042
12:15
28 238
12:30
21 292
12:45
25 230
1:00
17 61
235
981
1:15
20 238
1:30
12 268
1:45
12 240
2:00
5 22
262
928
2:15
2 250
2:30
7 214
2:45
8 202
3:00
6 19
230
990
3:15
6 248
3:30
3 266
3:45
4 246
4:00
9 42
260
1,069
4:15
7 262
4:30
8 268
4:45
18 279
5:00
34 163
266
1,262
5:15
33 318
5:30
40 318
5:45
56 360
6:00
56 434
345
1,237
6:15
77 336
6:30
131
304
6:45
170
252
7:00
174
706
236
844
7:15
162
212
7:30
174
212
7:45
196
184
8:00
189
848
156
602
8:15
210
162
8:30
215
148
8:45
234
136
9:00
261
963
112
454
9:15
234
128
9:30
238
122
9:4 5
230
92 10:00
237
910
89 325
10:15
234
92 10:30
219
84 10:45
220
60 11:00
274
1,064
60 159
11:15
248
41 11:30
250
32 11:45
292
26 Totals 5,330 9.893
Peak Hour 11:00 5:30
Volume 1,064 1,359
Factor 0.91 0.94
DayTota I 1-9,223
Site: NEWPORI
Date: 08/18/01
Day: Monday
Data File : D0309130SB U
i a uamyw au aavu va.uuaa.0iaa a..
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPORT
Segment : N/O COAST HIGHWAY Date: 09/18/03
Client : CITY NEWPORT BEA
Interval Day: Monday
Begin AM - NB PM- NB
12:00
38 137
215
931
12:15
41 226
1230
25 240
12:45
33 250
1:00
15 50
270
987
1:15
8 244
1:30
19 235
1:45
8 238
2:00
13 33
250
1,058
2:15
7 288
2:30
7 266
2:45
6 254
3:00
5 20
272
1,146
3:15
2 296
3:30
6 298
3:45
7 280
4:00
4 37
274
1,044
4:15
8 282
4:30
14 251
4:45
11 237
5:00
35 189
266
1,057
5:15
40 292
5:30
52 253
5:45
62 246
6:00
86 454
217
908
6:I5
86 247
6:30
124
212
6:45
158
232
7:00
186
1,020
224
809
7:15
210
211
7:30
268
184
7:45
356
190
8:00
344
1.273
196
717
8:15
316
192
8:30
300
170
8:45
313
159
9:00
298
1,040
140
535
9:15
250
140
9:30
246
139
9:45
246
116
10:00
218
838
109
430
10:15
201
108
10:30
201
109
10:45
218
104
11:00
207
911
68 230
11:15
230
70 11:30
242
46 11:45
232
46 Totals 6.002 9.852
Peak Hour 7:45 3:15
Volume
1,316 1.148
Factor
0.92 0.96
DayTotal
15,854
Data File: D030813ONB
I
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD
Segment : N/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 19/03
Interval Day: Tuesday
Begin AM - SB PM- SB
12:00
26 80
275
1,094
12 15
23 301
12:30
16 258
12:45
15 260
1:00
11 36
307
1,048
1:15
10 256
1:30
6 211
1:45
9 274
2:00
10 25
286
1.036
2:15
6 260
2:30
4 238
2:45
5 252
3.00 2
17 254
991
3:15
2 268
3:30
7 216
3:45
6 253
4:00
5 37
285
1,137
4:15
4 275
4:30
8 272
4:45
20 305
5:00
26 160
277
1.243
5:15
30 308
5:30
44 334
5:45
60 324
6:00
57 411
362
1,359
6:15
70 330
6:30
128
330
6:45
156
337
7:00
180
725
260
969
7:15
166
262
7:30
185
218
7:45
194
229
8:00
182
831
180
654
8:15
211
178
8:30
205
152
8:45
233
144
9:00
262
848
142
481
9:15
1.86 126
9:30
206
119
9:45
194
94 10:00
306
1,065
104
347
10:15
248
93 10:30
235
84 10:45
276
66 1 1:00
264
1,065
50 162
1 1:15
258
45 I I.30
282
33 1 1:45
261
34 Totals 5.300
Peak Hour 10:45
Volume 1,080
Factor 0.96
DayTotal 15.821
Data File : D0308130SB GC�
10.521
6:00
1,359
0.94 1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD
Segment : N/O COAST HIGHWAY
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/19/03
Interval Day: Tuesday
Begin AM - NB PM - NB
12:00
38 108
241
973
12:15
32 252
12.30 19
238
12:45
19 242
1 00
13 45
246
1.054
1:15
18 260
1:30
9 260
1:45
5 288
2:00
5 39
235
1.044
2: l 5
6 269
2:30
14 272
2:45
14 268
3:00
5 19
252
1,152
3:15
l
315
3:30
5 288
3:45
8 297
4:00
2 41
304
1,120
4:15
8 283
4:30
14 289
4:45
17 244
5.00 29
166
262
1,058
3:15
29 304
5:30
42 258
5:45
66 234
6:00
73 438
225
934
6:15
96 239
6:30
99 248
6:45
170
222
7:00
198
1,075
209
814
7: l5
241
212
7:30
294
18.3 7:45
342
210
8:00
340
1.307
198
795
8:15
341
228
8:30
322
184
8:45
304
185
9:00
326
1.102
164
626
9:15
301
149
9:30
234
173
9:45
241
140
10:00
219
876
140
463
10:15
226
132
10.30 217
76 10:45
214
115
11:00
224
912
86 263
11:15
234
86 11:30
224
39 11:45
230
52 Totals 6.128 10.296
Peak Hour
7:45
3:15
Volume
1,345
1,204 , Q
Factor
0.98 0.96
DayTotal
16,424
Data File : D0308130NB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location
: MAC ARTHUR BOULEVARD
Segment
: N/O COAST HIGHWAY
Client
: CITY NEWPORT BEA
Site: NEWPORT
Date: 08/20/03
Interval
Begin
AM- SB
PM- SB
Day: Wednesday
12:00
36 96
257
1.106
12:15
27 296
12:30
18 292
12:45
15 261
1:00
16 48
262
998
1:15
14 260
1:30
10 216
1:45
8 260
2:00
3 17
260
1.018
2:15
5 244
2:30
6 269
2:45
3 245
3:00
6 17
242
968
3:15
2 242
3:30
2 244
3:45
7 240
4:00
8 34
252
1,084
4:15
6 277
4:30
8 263
4:45
12 292
5:00
23 142
326
1,308
5:15
29 311
5:30
38 342
5:45
52 329
6:00
54 439
370
1,329
6:15
82 370
6:30
148
350
6:45
155
239
7:00
170
805
262
948
7:15
180
256
7:30
227
236
7:45
228
194
8:00
168
798
167
614
8:15
202
156
8:30
196
143
8:45
232
148
9:00
296
963
120
539
9:15
190
143
9:30
222
132
9:45
255
144
10:00
272
1,029
88 332
10:15
230
82 10:30
270
98 10:45
257
64 11:00
274
1,120
60 172
11:15
266
38 1 1:30
278
34 l 1:45
302
40 Totals 5,508 10,416
Peak Hour 11:00 5:45
Volume
1,120 1.419
Factor
0.93 0.96
DayTotal
15,924
Data File: D0309130SB -Tq
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : MAC ARTHUR BOULEVARD Site: NEWPORT
Segment : N/O COAST HIGHWAY Date: 08/20/03
Client : CITY NEWPORT BEA
Interval Day: Wednesday
Beain AM - NB PM- NB
12:00
31 134
225
960
12:15
43 230
12:30
28 244
12:45
32 261
1:00
16 55
262
1,064
1:15
18 251
1:30
9 280
1:45
12 271
2:00
7 33
248
1.045
2:15
13 261
2:30
9 250
2:45
4 286
3:00
4 20
296
1,145
3:15
7 300
3:30
7 273
3:45
2 276
4:00
2 36
276
1,121
4.15 10
311
4:30
9 276
4:45
15 258
5:00
22 173
262
1,042
5:15
35 266
5:30
52 262
5:45
64 252
6:00
76 434
265
941
6:15
86 220
6:30
120
240
6:45
152
216
7:00
200
1.082
226
819
7:15
250
214
7.30 268
187
7:45
364
192
8:00
354
1,290
192
758
8:15
321
218
8:30
309
176
8:45
306
172
9:00
311
1.061
140
609
9:15
254
176
9:30
264
137
9:45
232
156
10:00
242
881
144
549
10:15
216
132
10:30
227
150
10:45
196
123
11:00
215
902
96 266
11:15
231
62 11:30
208
56 11:45
248
52 Totals
6.101
10,319
Peak Hour
7:45
2:45
a
Volume
1,348
1,155
Factor
0.93 0.96
x\h a
x�L),�
DayTotal
16,420
Data File : D0308130NB
1350 Reynolds Avenue. Ste. 1 15
Irvine, CA. 92614
Site: NEWPORT
Location
NEWPORT COAST DRIVE
Date: 08/14/03
Segment
N/O COAST HIGHWAY
Client
CITY NEWPORT BEA
Combined
Day Thursday
Interval
NB
SB
Beein
AM PM
AM
PM
AM
PM
12:00
16 45 116 483
17 42
159
583
33 87
275
1.066
12:15
16 H 4
9 148
25 262
276
12:30
6 124
8 152
14 15
253
12:45
7 129
5 20 107 430
8 9
22 124
147
553
14 42
254
983
01:00
01:15
2 105
3 124
5 229
01:30
7 110
5 160
12 270
O1:45
6 108
5 3
11 122
106
480
11 5
23 230
220
981
02:00
2 12 114 501
4 119
8 227
02:15
4 108
129
6 269
02:30
5 140
139
1 3
126
4 265
02:45
03:00
1 l 6 114 549
0 7
124
573
1 13
238
1.122
03:15
1 134
1 138
2 272
03:30
1 157
3 154
4 311
03:45
3 144
3 157
6 301
04:00
3 15 128 481
2 12
159
673
5 27
287
1.154
04:15
2 125
3 177
5 302
04:30
2 114
4 168
6 282
04:45
8 114
5 51 126 505
3 4
16 169
188
800
11 9
67 283
314
1,305
05:00
05:15
19 138
3 174
22 312
05:30
9 119
3 230
12 349
05:45
18 122
6 209
24 330
06:00
31 219 105 409
13 131
200
702
44 350
305
1.111
06:15
42 102
24 179
66 281
06:30
62 112
42 192
104
304
06:45
84 90
52 131
136
221
07:00
106 560 68 303
72 278
144
542
178
838
212
845
07:15
138 76
72 162
210
238
07:30
146 84
66 130
212
214
07:45
170 75
68 106
238
181
08:00
162 716 77 300
78 369
82 365
240
1,085
159
665
08:15
152 95
103
106
255
201
08:30
217 68
78 89
295
157
08:45
185 60
110
88 295
148
09:00
178 620 54 219
84 393
63 230
262
1,013
117
449
09:15
174 68
105
56 279
124
09:30
140 52
96 66
236
118
09:45
128 45
108
45 236
90 10:00
W2 486 50 191
100
428
50 167
202
914
100
358
10:15
137 48
106
52 243
100
10:30
116 50
112
34 228
84 10:45
131 43
110
31 241
74 11:00
131 511 35 92
112
460
37 77
243
971
72 169
11:15
123 25
134
.19
257
44 11:30
130 15
98 11
228
26 11:45
127 17
116
10 243
27 Totals
26 3,1 4.463
2.169
5,745
5,430
10,208
Split%
60.1 43.7
39.9 56.3
Day Totals
7.724
7,914
15,638
Day Splits
49.4 50.6
Peak Hour
08:30 03:15
10:30
05:30
08:30
05:00
Volume
754 563
468
817
1,131
1,305
Factor
0.87 0.90
0.87 0.89
0.96 0.93
Data File : D0308133 AG
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Site: NEWPORT
Location
NEWPORT COAST DRIVE
Date: 08/15/03
Scvmcnt
N/O COAST HIGHWAY
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Friday
Begin
AM PM
AM
PM
AM
PM
12:00
14 42 140
512
22 50
142
606
36 92
282
1,118
12:15
7 124
8 164
15 288
I2:30
9 113
12 150
21 263
12:45
12 135
8 150
20 285
01:00
11 36 123
512
6 29
142
535
17 65
265
1.047
01:15
7 126
12 141
19 267
01:30
7 130
5 114
12 244
OI:45
11 133
6 138
17 271
02:00
4 11 114
537
4 14
139
570
8 25
253
1,107
02:IS
2 120
3 138
5 258
02.30 3 145
3 136
6 281
02:45
2 158
4 157
6 315
03:00
3 9 153
612
2 10
126
620
5 19
279
1.232
03:15
3 149
2 156
5 305
03:30
2 154
5 178
7 332
03:45
1 156
1 160
2 316
04:00
2 11 135
579
1 5
178
694
3 16
313
1.273
04:15
1 148
2 172
3 320
04:30
3 144
1 184
4 328
04:45
5 152
1 160
6 312
05:00
9 50 136
502
3 23
196
806
12 73
332
1,308
05:15
11 130
3 202
14 332
05:30
11 130
8 210
19 340
05:45
19 106
9 198
28 304
06:00
22 214 127
437
17 133
199
743
39 347
326
1,180
06:15
38 112
20 185
58 297
06:30
64 114
42 183
106
297
06.45 90 84
54 176
144
260
07:00
102 546 94
335
70 325
152
511
172
871
246
846
07:15
117 82
93 132
210
214
07:30
138 77
78 106
216
183
07:45
189 82
84 121
273
203
08:00
172 733 79
325
76 418
75 302
248
1.151
154
627
08.15 193 94
104
78 297
172
0830
182 80
114
81 296
161
08:45
186 72
124
68 310
140
09:00
168 599 54
268
Ill
425
50 207
279
1.024
104
475
09:15
153 72
104
57 257
129
09:30
132 72
96 49
228
121
09:45
146 70
114
51 260
121
10:00
118 501 68
270
104
456
62 216
222
957
130
486
10:15
124 67
112
55 236
122
I0:30
115 62
128
52 243
114
10:45
144 73
112
47 256
120
11:00
119 506 60
170
156
574
36 127
275
1.080
96 297
11:15
117 38
131
32 248
70 11:30
136 33
134
29 270
62 11:45
134 39
153
30 287
69 Totals
3,258 5.059
2,462
5.937
5,720
10.996
Split%a
57.0 46.0
43.0 54.0
Day Totals
8317
8,399
16,716
Day Splits
49.8 50.2
Peak Hour
07:45 02:45
1 1:00
05:15
08:15
04:45
Volume
736 614
574
809
1,182
1316
Factor
0.95 0.97
0.92 0.96
0.95 0.97
Data File: D0308133 �%,
1350 Revnolds Avenue. Ste. 115
Irvine. CA. 92614
Location
NEWPORT COAST
DRIVE
Site: NEWPORT
Segment
N10
COAST
HIGHWAY
Date: 09/16/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Saturdav
Be¢in
AM
PM
AM
PM
AM
PM
12 00
23 64
122
489
29 85
146
628
52 149
268
1.117
12:15
16 109
25 189
41 298
12:30
14 123
16 152
30 275
12:45
11 135
15 141
26 276
01:00
14 47
136
475
8 39
142
567
22 86
278
1,042
01:15
11 117
13 129
24 246
01:30
7 98
14 148
21 246
01:45
15 124
4 148
19 272
02:00
5 29
122
488
10 28
164
584
IS
57 286
1.072
02:15
14 129
12 151
26 280
02:30
8 112
3 118
II
230
02:45
2 125
3 151
5 276
03:00
4 11
124
516
4 12
145
535
8 23
269
1.051
03:15
4 130
5 126
9 256
03:30
2 130
1 144
3 274
03:45
1 132
2 120
3 252
04:00
2 10
142
560
5 10
128
510
7 20
270
1.070
04:15
2 142
2 130
4 272
04:30
3 130
0 122
3 252
04:45
3 146
3 130
6 276
05:00
8 36
150
527
3 23
132
537
11 59
282
1.064
05:15
8 132
3 126
11 258
05:30
9 IN
6 146
15 268
0-:45
II
123
11 133
22 256
06:00
12 61
138
498
II
113
142
517
23 174
280
1.015
06:15
10 146
32 138
42 284
06:30
17 1 10
34 129
51 239
06:45
22 104
36 108
58 212
07:00
21 192
108
381
39 224
106
363
60 416
214
744
07:15
45 91
45 91
90 182
07:30
56 88
50 98
106
186
07:45
70 94
90 68
160
162
08:00
96 380
94 355
64 338
75 262
160
718
169
617
08:15
80 108
80 74
160
182
08:30
98 83
70 56
168
139
08:45
106
70 124
57 230
127
09:00
108
405
58 272
70 364
39 214
178
769
97 486
09:15.
104
67 86
58 190
125
09:30
103
71 94
61 197
132
09:45
90 76
114
56 204
132
10:00
102
455
58 256
110
485
53 202
212
940
Ill
458
10:15
110
68 125
50 235
118
10:30
119
72 122
47 241
119
10:45
124
58 128
52 252
110
11:00
112
438
50 189
153
609
47 157
265
1,047
97 346
11:15
102
63 136
36 238
99 11:30
120
36 152
36 272
72 11:45
104
40 168
38 272
78 Totals
2.128
5.006
2,330
5.076
4,458
10,082
Split%
47.7 49.7
52.3 50.3
Dav Totals
7.134
7A06
14.540
Day Splits
49.1 50.9
Peak Hour 10:15
Volume 465
Factor 0.94
04:15 11:00 12:00 11:00 12:15
568 609 628 1.047 1,127
0.95 0.91 0.83 0.96 0.95
133
Jam[
1350 Reynolds Avenue, Ste. 115
Irvine. CA. 92614
Site: NEWPORT
Location
NEWPORT
COAST
DRIVE
Date: 08/17/03
Segment
N/O
COAST HIGHWAY
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Sunday
Beein
AM
PM
AM
PM
AM
PM
12:00
29 70
104
447
28 91
146
570
57 161
250
1.017
12:15
13 104
25 142
38 246
12:30
16 112
18 140
34 252
12:45
12 127
20 142
32 269
01:00
10 53
94 422
8 36
179
619
18 89
273
1.041
01:15
10 112
8 150
18 262
01:30
17 118
13 140
30 258
01:45
16 98
7 150
23 248
02:00
10 33
115
466
5 21
154
563
15 54
269
1.029
02:15
10 104
10 150
20 254
02:30
8 122
3 132
11 254
02:45
5 125
3 127
8 252
03:00
1 14
148
524
7 15
134
518
8 29
282
1.042
03:15
4 118
3 129
7 247
03:30
7 124
2 119
9 243
03:45
2 134
3 136
5 270
04:00
2 7
110
570
l
8 142
550
3 15
252
1,120
04:15
1 146
0 115
1 261
04:30
4 159
1 152
5 311
04:45
0 155
6 141
6 296
05:00
13 29
152
549
1 21
138
504
14 50
290
1.053
05:15
4 142
5 122
9 264
05:30
4 121
5 126
9 247
05:45
8 134
10 118
18 252
06:00
10 71
133
476
9 71
105
403
19 142
238
879
06:15
18 108
13 99
31 207
06:30
20 125
25 92
45 217
06:45
23 110
24 107
47 217
07:00
21 105
92 448
19 123
109
330
40 228
201
778
07:15
28 118
28 86
56 204
07:30
32 110
30 73
62 183
07:45
24 128
46 62
70 190
08:00
42 251
97 387
43 178
65 226
85 429
162
613
08:15
70 100
39 69
109
169
08:30
60 92
38 52
98 144
08:45
79 98
58 40
137
138
09:00
76 307
89 286
48 319
56 173
124
626
145
459
09:15
69 88
73 33
142
121
09:30
68 59
97 44
165
103
09:45
94 50
101
40 195
90 10:00
76 362
60 222
101
460
50 158
177
822
I10
380
10:15
86 56
102
36 188
92 10:30
98 49
118
41 216
90 10:45
102
57 139
31 241
88 11:00
104
443
48 112
144
578
19 75
248
1,021
67 187
11:15
108
28 138
24 246
52 11:30
115
25 140
15 255
40 11:45
116
11 156
17 272
28 Totals
1,745
4,909
1,921
4.689
3,666
9,598
Split%
47.6 51.1
52.4 48.9
Day Totals
6.654
6,610
13,264
Day Splits
50.2 49.8
Peak Hour
11:00
04:15
11:00
01:00
11:00
04:30
Volume
443
612
578
619
1.021
1.161
Factor
0.95 0.96
0.93 0.86
0.94 0.93
Data File: D0308133 '��5ZJ
1350 Reynolds Avenue. Ste. I IS
Irvine, CA. 92614
Location
NEWPORT COAST DRIVE
Site: NEWPORT
Scement
N10 COAST HIGHWAY
Date: 09/18/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Monday
Begin
AM PM
AM
PM
AM
PM
12:00
19 35 123
461
19 45
116
493
38 80
239
954
12:15
7 114
3 143
10 257
12:30
6 104
17 128
23 232
12:45
3 120
6 106
9 226
01:00
7 19 117
454
7 17
112
468
14 36
229
922
01:15
3 110
2 118
5 228
01:30
5 117
4 122
9 239
01:45
4 I10
4 116
8 226
02:00
3 15 133
473
2 6
116
465
5 21
249
938
02:15
4 122
2 112
6 234
02:30
5 90
1 126
6 216
02:45
3 128
1 111
4 239
03:00
1 5 125
529
0 5
120
534
1 10
245
1 M3
03:15
2 127
3 122
5 249
03:30
0 120
2 144
2 264
03:45
2 157
0 148
2 305
04:00
6 20 106
426
1 7
147
532
7 27
253
958
04:15
2 108
0 122
2 230
04:30
6 94
3 124
9 218
04:45
6 118
3 139
9 257
05:00
12 53 101
451
4 30
164
774
16 83
265
1.225
05:15
7 140
8 174
15 314
05:30
16 106
11 212
27 318
05:45
18 104
7 224
25 328
06:00
26 224 96
374
18 136
186
685
44 360
282
1,059
06:1.5
50 97
24 172
74 269
06:30
50 96
35 178
85 274
06:45
98 85
59 149
157
234
07:00
108 539 72
280
60 270
137
464
168
809
209
744
07:15
111 78
74 117
185
195
07:30
128 58
64 120
192
178
07:45
192 72
72 90
264
162
08:00
202 756 78
270
63 309
87 285
265
1,065
165
555
08:15
190 60
93 88
283
148
08:30
170 64
67 56
237
120
08:45
194 68
86 54
280
122
09:00
160 546 41
175
91 382
39 163
251
928
80 338
09:15
136 46
92 51
228
97 09:30
130 47
91 40
221
87 09:45
120 41
108
33 228
74 10:00
115 466 38
136
104
411
41 120
219
877
79 256
10:1.5
102 30
113
19 215
49 10:30
114 30
96 32
210
62 10:45
135 38
98 28
233
66 11:00
120 433 24
70 130
502
24 66
250
935
48 136
11:15
104 14
116
17 220
31 11:30
103 22
120
IS
223
37 11:45
106 10
136
10 242
20 Totals
3,111 4.099
2,120
5,049
5.231
9.148
Split%
59.5 44.8
40.5 55.2
Day Totals
7,210
7.169
14,379
Day Splits
50.1 49.9
Peak Hour
08:00 03:00
11:00
05:15
08:00
05:15
Volume
756 529
502
796
1.065
1,242
Factor
0,94 0.84
0.92 0.89
0.94 0.95
Data Pile : D0308133 155 5
1350 Revnolds Avenue. Ste. I IS
Irvine, CA. 92614
Location
NEWPORT
COAST
DRIVE
Site: NEWPORT
Segment
N/O
COAST HIGHWAY
Date: 08/19/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Tuesday
Begin
AM
PM
AM
PM
AM
PM
12:00
9 33
112
468
11 33
132
508
20 66
244
976
12:15
10 102
9 136
19 238
12:30
6 112
7 112
13 224
12:45
8 142
6 128
14 270
01:00
7 18
118
449
7 26
134
477
14 44
252
926
01:15
4 102
9 128
13 230
01:30
3 111
6 107
9 218
01:45
4 118
4 108
8 226
02.00 2
7 126
439
2 13
121
484
4 20
247
923
02:15
1 90
3 112
4 202
02.30 2
109
7 123
9 232
02:45
2 114
1 128
3 242
03:00
5 11
118
518
3 12
130
520
8 23
248
1.038
03:15
3 139
3 140
6 278
03:30
2 126
5 116
7 242
03:45
l
136
1 134
2 270
04:00
3 8
114
452
1 6
148
560
4 14
262
1.012
04:15
1 118
0 136
l
254
04:30
0 102
3 134
3 236
04:45
4 118
2 142
6 260
05:00
14 61
120
447
5 32
163
776
19 93
283
1,223
05:15
10 97
3 166
13 263
05:30
16 114
14 218
30 332
05:45
21 116
10 229
31 345
06:00
30 205
88 359
16 108
198
753
46 313
286
1,112
06:15
30 88
18 212
48 300
06:30
48 96
30 161
78 257
06:45
97 87
44 182
141
269
07:00
106
528
66 295
70 277
144
461
176
805
210
756
07:15
118
86 72
122
190
208
07:30
131
77 67
114
198
191
07:45
173
66 68
81 241
147
08:00
180
721
69 276
72 320
86 302
252
1,041
155
578
08:15
165
69 76
79 241
148
08:30
190
75 98
76 288
151
08:45
186
63 74
61 260
124
09:00
194
560
50 200
106
352
52 189
300
912
102
389
09:15
136
64 78
49 214
113
09:30
124
43 70
44 194
87 09:45
106
43 98
44 204
87 10:00
138
498
42 168
112
433
36 141
250
931
78 309
10:15
132
46 102
53 234
99 10:30
104
48 108
28 212
76 10:45
124
32 111
24 235
56 11:00
97 437
27 83
110
495
28 81
207
932
55 164
11:15
119
17 131
22 250
39 11:30
105
19 134
18 239
37 11:45
116
20 120
13 236
33 Totals
3,087
4.154
2,107
5,252
5,194
9,406
Split%
59.4 44.2
40.6 55.8
Day Totals 7,241
Day Splits 49.6
Peak Hour 08:15
Volume 735
Factor 0.95
7,359
50.4 14.600
03:00 11:00 05:30 08:15 05:30
518 495 857 1,089 1.263
0.94 0.92 0.94 0.91 0.92
Data File : D0308133 ✓ 0
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Location
NEWPORT COAST
DRIVE
Site: NEWPORT
Seamen)
N/O
COAST
HIGHWAY
Date: 08/20/03
Client
CITY NEWPORT
BEA
interval
NB
SB
Combined
Day. Wednesday
Begin
AM
PM
AM
PM
AM
PM
12:00
6 26
110
440
14 38
112
468
20 64
222
908
12:15
10 111
10 114
20 225
12:30
3 109
6 124
9 233
12:45
7 I10
8 118
IS
228
01:00
6 24
123
473
8 23
120
462
14 47
243
935
01.15 10
128
6 110
16 238
01:30
4 116
3 120
7 236
01:45
4 106
6 112
l0
218
02:00
1 9
119
477
4 6
106
496
5 15
225
973
02:15
1 130
0 120
1 250
02:30
4 114
2 133
6 247
02:45
3 114
0 137
3 251
03:00
2 5
122
487
0 3
112
481
2 8
234
968
03:15
1 118
1 126
2 244
03:30
1 109
0 117
1 226
03:45
1 138
2 126
3 264
04:00
6 19
107
470
2 8
140
601
8 27
247
1,071
04:15
1 100
1 149
2 249
04:30
7 118
2 152
9 270
04:45
5 145
3 160
8 305
05:00
6 48
126
487
8 32
174
907
14 80
300
1.294
05:15
10 135
2 204
12 339
0530
15 114
9 209
24 323
05:45
17 112
13 220
30 332
06:00
25 208
82 372
II
116
178
729
36 324
260
1,101
06:15
33 103
18 195
51 298
06:30
60 100
32 179
92 279
06:45
90 87
55 177
145
264
07.00 110
555
75 283
84 299
168
496
194
854
243
779
07:15
116
80 70
124
186
204
07:30
159
68 81
102
240
170
07:45
170
60 64
102
234
162
08:00
190
773
58 248
79 337
72 289
269
1.110
130
537
08:15
202
62 78
84 280
146
08:30
183
66 90
69 273
135
08:45
198
62 90
64 288
126
09:00
160
571
76 249
110
407
52 206
270
978
128
455
09:15
136
61 101
46 237
107
09:30
143
58 95
59 238
117
09:45
132
54 101
49 233
103
10:00
120
448
56 165
106
411
42 141
226
859
98 306
10:15
109
37 96
44 205
81 10:30
108
42 95
26 203
68 10:45
111
30 114
29 225
59 11:00
108
437
28 87
100
448
36 90
208
88$
64 177
11:15
111
26 116
22 227
48 11:30
1116
21. 116
15 222
36 11,:45
112
12 116
17 228
29 Totals
3.123
4.238
2.128
5,266
5,251
9,504
Split%
59.5 44.6
40.5 55.4
Day Totals 7.361
Day Splits 49.9
Peak Hour 08:00
Volume 773
Factor 0.96
7.394
50.1 14,755
04:30 11:00 05:15 08:15 05:00
524 448 811 1,111 1,294
0.90 0.97 0.92 0.96 0.95
Data File. D0308133 3-5-5
1350 Reynolds Avenue. Ste. It 5
Irvine. CA. 92614
Site: NEWPORT
Location
BALBOA
BOULEVARD
Date: 09/14/03
Sevment
S/O
COAST
HIGHWAY
Client
CITY NEWPORT BEA
Combined
Day: Thursday
Interval
NB
SB
Benin
AM
PM
AM
PM
AM
PM
12:00
47 202
164
658
49 126
210
890
96 328
374
1.548
12:15
48 157
31 244
79 401
383
12:30
55 155
25 228
208
80 73
390
12:45
01:00
52 20
106
182
160
688
21 24
66 222
772
44 172
382
1A60
OI:15
32 174
16 194
48 368
01:30
28 174
12 190
40 364
01:45
26 180
689
14 20
51 166
198
716
40 40
122
346
368
t.405
02:00
20 17
71 170
162
15 207
32 369
02:15
02:30
23 178
9 164
32 342
02:45
11 9
38 179
179
606
7 6
28 147
184
734
18 15
66 326
363
1.340
03:00
03:15
10 191
5 174
IS
365
03:30
12 180
5 174
17 19
354
258
03:45
7 7
33 56
81 316
12 2
22 202
254
949
9 55
335
1.265
04:00
04:15
9 90
3 252
12 342
0430
5 73
4 206
9 279
04:45
12 72
13 237
25 309
05:00
21 112
84 513
5 68
245
940
26 180
329
1,453
0515
28 54
14 283
42 337
05:30
28 153
IS
189
43 342
05:45
35 222
34 223
69 445
06:00
57 273
142
586
58 259
211
959
115
532
353
1,545
06:I5
58 130
38 245
96 375
06:30
72 166
67 250
139
416
06:45
86 148
96 253
182
401
07:00
94 544
173
585
70 404
194
733
164
948
367
1.318
07:15
124
148
94 214
218
362
07:30
146
118
114
176
260
294
07:45
180
146
126
149
306
295
08:00
158
655
166
572
141
515
155
562
299
1,170
321
1.134
08:15
166
I50
130
150
296
300
08:30
176
132
110
126
286
258
08:45
155
124
134
131
289
255
09:00
150
592
130
435
148
520
111
491
298
1.112
241
926
09:15
144
94 120
111
264
205
09:30
140
98 118
148
258
246
09:45
158
113
134
121
292
234
10:00
108
532
110
352
151
668
106
408
259
1.200
216
760
10:15
130
88 146
120
276
208
10:30
152
76 197
90 349
166
10:45
142
78 174
92 316
170
11:00
126
573
64 287
180
747
73 260
306
1,320
137
547
11:15
144
79 178
79 322
158
11:30
131
82 214
44. 345
126
11:45
172
62 175
64 347
126
Totals
3.731
6.287
3A74
8.414
7205
14.701
Split%
51.8 42.8
48.2 57.2
Day Totals
10,018
11,888
21.906
Day Splits
45.7 54.3
Peak Hour
07:45
02:45
11:00
04:30
I1:00
05:45
Volume
680
729
747
971
1.320
1,589
Factor
0.94 0.95
0.87 0.86
0.95 0.89
File: D0308128 6 to
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location
BALBOA BOULEVARD
Site: NEWPORT
Segment
S/O
COAST
HIGHWAY
Date: 08/15/03
Client
CITY
NEWPORT BEA
Interval
NB
SB
Combined
Day: Friday
Begin
AM
PM
AM
PM
AM
PM
12:00
56 184
154
630
46 140
224
912
102
324
378
L542
12:15
50 155
30 230
80 385
12:30
36 146
40 210
76 356
12:45
42 175
24 249
66 423
01:00
37 127
154
584
25 89
208
829
62 216
362
1,413
01:15
26 152
18 219
44 371
01:30
34 146
21 190
55 336
01-45
30 132
25 212
55 344
02:00
36 101
128
545
19 58
196
783
55 159
324
1,328
02:15
31 139
16 199
47 338
0230
14 128
16 199
30 327
02:45
20 150
7 189
27 339
03:00
6 33
134
578
8 37
192
752
14 70
326
1,330
03:15
12 144
8 186
20 330
03:30
9 134
12 166
21 300
03:45
6 166
9 208
15 374
04:00
12 53
156
568
7 39
196
789
19 92
352
1,357
04:15
10 148
7 179
17 327
04:30
17 136
13 200
30 336
04:45
14 128
12 214
26 342
05:00
8 80
139
541
8 72
216
945
16 152
355
1,486
05:15
20 150
13 234
33 384
05:30
26 123
20 235
46 358
05:45
26 129
31 260
57 389
06.00 37
188
148
658
50 225
257
938
87 413
405
1.596
06:15
55 189
54 246
109
435
06:30
44 168
60 226
104
394
06:45
52 153
61 209
113
362
07:00
86 382
151
621
90 406
198
744
176
788
349
1,365
07:15
99 186
102
212
201
398
07:30
95 144
106
182
201
326
07:45
102
140
109
152
210
292
08:00
112
478
110
483
124
514
180
608
236
992
290
1,091
08:15
112
137
120
134
232
271
08:30
118
123
120
146
238
269
08:45
136
113
150
148
286
261
09:00
100
490
134
416
143
610
154
526
243
1,100
288
942
09:15
133
100
145
138
278
238
09:30
133
92 158
112
291
204
09:45
124
90 164
122
288
212
10:00
150
547
116
450
167
663
118
433
317
1.210
234
883
10:15
132
126
140
121
272
247
10:30
132
106
168
96 300
202
10:45
133
102
188
98 321
200
11:00
126
553
92 393
192
842
100
366
318
1,395
192
759
11:15
139
82 218
94 357
176
11:30
138
94 192
88 330
182
11:45
150
125
240
84 390
209
Totals
3,216
6,467
3,695
8,625
6,911
15,092
Split%
46.5 42.9
53.5 57.1
Day Totals 9,683
Day Sol its 44.0
Peak Hour 11:00
Volume 553
Factor 0.92
12.320
56.0 22.003
06:15 11:00 05:30 11:00 05:45
661 842 998 1,395 1,623
0.87 0.88 0.96 0.89 0.93
Data File: D0308128 J �7
1350 Revnolds Avenue. Ste. I IS
Irvine. CA. 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date 08J16103
Segment
S/O
COAST
HIGHWAY
Client
: CITY NEWPORT BEA
Combined
Day: Saturday
Interval
NB
SB
Begin
AM
PM
AM
PM
AM
PM
12:00
102
335
150
542
52 214
220
938
154
549
370
1.480
12:15
69 132
65 234
134
366
12:30
88 130
51 244
139
122
374
370
12.45 76
83 284
130
118
529
46 44
175
240
238
930
127
459
356
1.459
01:00
01:15
70 128
46 214
116
342
O1:30
76 137
42 248
118
385
01:45
55 68
217
146
142
560
43 38
116
230
252
974
98 106
333
376
394
1.534
02:00
02:15
64 144
42 238
106
382
02:30
50 144
24 238
74 382
02:45
35 33
108
I30
142
578
12 20
59 246
258
966
47 53
167
376
400
1.544
03:00
03:15
25 130
19 264
44 03:30
31 146
10 224
41 394
70 03:45
19 46
160
158
606
10 9
39 220
232
874
29 24
85 380
390
1.480
04:00
04:15
15 16
160
4 208
20 368
04:30
8 140
12 212
20 352
04:45
7 12
57 148
148
630
W
14 III
222
196
810
21 26
168
370
344
1.440
05:00
05J 5
11 136
19 206
30 342
05:30
14 152
32 193
46 345
05:45
20 194
46 215
66 409
06:00
31 158
180
730
46 272
203
785
77 430
383
1.515
06:15
40 204
59 174
99 378
06:30
40 196
65 193
105
389
06:45
47 150
102
215
149
365
07:00
52 268
160
674
72 340
166
675
124
608
326
1,349
07:1.5
60 172
80 184
140
356
07:30
59 169
94 173
153
342
07:45
97 173
94 152
191
325
08:00
109
433
156
661
130
515
156
591
239
948
312
1.252
08:15
100
194
118
145
218
339
08:30
113
181
113
140
226
321
08:45
111
130
154
150
265
280
09:00
114
552
159
520
148
638
132
524
262
1,190
291
1.044
09:15
136
137
152
120
288
257
09:30
158
102
154
140
312
242
09:45
144
122
184
132
328
254
10:00
139
597
98 503
194
783
128
470
333
1.380
226
973
10:15
184
132
192
113
376
245
I0:30
142
137
193
126
335
263
10:45
132
136
204
103
336
239
11:00
147
545
131
472
212
862
100
364
359
1,407
231
836
11:15
124
116
225
90 349
206
11:30
130
108
215
94 345
202
11:45
144
H 7
210
80 354
197
Totals
3.600
7.005
4.124
8,901
7,724
15.906
Split%
46.6 44.0
53.4 56.0
Day Totals
10.605
13,025
23.630
Day Splits
44.9 55.1
Peak Hour
09:30
05:45
11:00
02:30
11:00
05:45
Volume
625
774
862
1.006
1,407
1.559
Factor
0.85 0.95
0.96 0.95
0.98 0.95
-TEI
a A 4 Ijp— L4IIVU OLUUMaq 1111..
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date: 08/17/03
Segment
S/O COAST HIGHWAY
Client
CITY NEWPORT BE.A
Combined
�Y Sunday
-In terval
NB
PM
AM
SB
PM
AM
PM
Begin
12:U0
AM
98 338 160
536
56 247
242
E008
154
585
402
1.544
12:15
86 134
77 222
163
130
356
382
12:30
74 124
56 58
258
286
138
404
12:45
80 118
82 303 144
561
36 160
239
985
118
463
383
1,546
01:00
01:15
75 136
42 231
117
367
01:30
68 151
38 264
106
122
415
381
01 45
78 130
68 215 133
604
44 34
115
251
252
961
102
330
385
1,565
02:00
02:15
56 142
29 224
85 366
02:30
44 154
26 248
70 73
402
412
02:45
47 175
32 109 169
692
26 13
55 237
248
925
45 164
417
1,617
03:00
03:15
26 191
15 236
41 427
03:30
21 162
12 215
33 45
377
396
03:45
30 170
IS 70 176
687
15 5
38 226
199
845
20 108
375
1,532
04:00
04:15
23 175
12 218
35 393
04:30
16 179
12 214
28 25
392
372
04:4;
16 158
22 69 195
757
9 17
98 214
194
821
39 167
389
1.578
05:00
05:15
11 200
14 227
25 427
05:30
IB 160
26 190
44 350
05:45
18 202
122 240
872
41 52
219
210
186
729
59 72
341
412
426
1,601
06:00
06:15
20 34 201
43 188
77 389
06:30
38 202
53 192
91 101
384
402
06:45
30 229
44 224 I76
804
71 50
308
173
182
644
94 532
358
1,448
07:00
07:15
54 214
76 168
130
382
07:30
50 198
80 160
130
358
07:45
76 216
84 376 202
746
102
97 434
134
134
502
178
181
810
350
336
1.248
08:00
08:15
79 198
118
122
197
320
08:30
98 188
103
122
201
310
08:45
115 158
431 174
552
116
128
648
124
124
454
231
240
1,079
282
298
1,006
09:00
09:15
112
105 146
162
112
267
258
09:30
98 112
154
118
252
230
09:45
116 120
130 494 126
422
204
180
761
100
74 291
320
310
1,255
220
200
713
10:00
10:15
126 108
190
76 316
184
10:30
132 92
199
75 321
167
10:45
106 96
142 576 76
290
202
200
841
66 52
184
308
342
1,417
162
128
474
11:00
11:15
142 84
193
50 335
134
11:30
140 70
220
53 360
123
11:45
152 60
228
29 380
89 Totals
3,327 7.523
3.924
8.349
7,251
15,872
Split%
45.9 47.4
54.1 52.6
Day Totals
10,850
12.273
23,123
Day Sol its
46.9 53.1
Peak Hour
11:00 06:00
11:00
12:45
11:00
02:30
Volume
576 872
841
1,020
1,417
1.658
Factor
0.95 0.91
0.92 0.99
0.93 0.97
Data File : D0308128 ���
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Location
BALBOA BOULEVARD
Site: NEWPORT
Segment
S/O COAST HIGHWAY
Date: 08/18/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Monday
Begin
AM
PM
AM
PM
AM
PM
12:00
39 142 128
518
26 105
178
831
65 247
306
1.349
12:15
43 122
27 204
70 326
12:30
26 130
28 211
54 341
12:45
34 138
24 238
58 376
01:00
23 86 143
557
22 76
194
791
45 162
337
1.348
01:15
26 144
17 200
43 344
01:30
17 120
20 225
37 345
01:45
20 150
17 172
37 322
02:00
12 44 158
624
10 40
186
676
22 84
344
1,300
02:15
18 163
14 162
32 325
02:30
8 147
12 158
20 305
02:45
6 156
4 170
10 326
03:00
9 36 160
661
9 22
170
661
18 58
330
1.322
03:15
10 162
3 184
13 346
03:30
8 161
7 168
15 329
03:45
9 178
3 139
12 317
04:00
2 20 180
678
2 25
172
675
4 45
352
1,353
04:15
2 166
6 178
8 344
04:30
4 174
10 157
14 331
04:45
12 158
7 168
19 326
05:00
23 103 174
693
9 69
189
844
32 172
363
1.537
05:15
18 176
16 201
34 377
05:30
30 170
24 200
54 370
05:45
32 173
20 254
52 427
06:00
40 232 162
672
37 235
243
894
77 467
405
1.566
06:15
51 174
50 215
101
389
06:30
61 159
46 208
107
367
06:45
80 177
102
228
182
405
07:00
70 349 181
684
78 376
173
654
148
725
354
1.338
07:15
78 169
91 188
169
357
07:30
108
170
88 162
196
332
07:45
93 164
119
131
212
295
08:00
101
463 163
582
133
525
130
446
234
988
293
1,028
08:15
104
184
128
128
232
312
08:30
122
I40
130
98 252
238
08:45
136
95 134
90 270
185
09:00
136
463 110
419
146
509
99 386
282
972
209
805
09:15
IH
118
104
101
215
219
09:30
110
91 139
86 249
177
09:45
106
100
120
100
226
200
10:00
104
427 104
308
123
538
80 278
227
965
184
586
10:15
100
74 129
76 229
l50
10:30
111
64 123
52 234
116
10:45
112
66 163
70 275
136
11:00
122
495 68
228
141
679
38 160
263
1,174
106
388
11:15
126
58 168
42 294
100
11:30
131
58 180
50 311
108
11:45
116
44 190
30 306
74 Totals
2.860
6,624
3,199
7.296
6,059
13.920
Split%
47.2 47.6
52.8 52.4
Day Totals
9A84
10.495
19.979
Day Splits
47.5 52.5
Peak Hour
08:30
03:45
11:00
05:45
11:00
05:30
Volume
505
698
679
920
1,174
1,591
Factor
0.93 0.97
0.89 0.91
0.94 0.93
Data File : D0308128 :� w
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location
BALBOA BOULEVARD
Site: NEWPORT
Segment
S/OCOAST HIGHWAY
Date: 08/19/03
Client
CITY
NEWPORT
BEA
Interval
NB
SB
Combined
Day Tuesday
Beein
AM
PM
AM
PM
AM
PM
12:00
44 154
140
561
29 90
202
794
73 244
342
1.355
1215
38 123
24 180
62 303
12:30
44 154
24 214
68 368
12:45
28 144
13 198
41 342
01:00
22 74
160
616
10 35
190
727
32 109
350
1.343
01:15
20 154
8 178
28 332
01:30
16 137
10 183
26 320
01:45
16 165
7 176
23 341
02:00
15 47
152
599
9 28
204
688
24 75
356
1,287
02:15
12 151
7 168
19 319
02:30
14 158
8 144
22 302
02:45
6 138
4 172
10 310
03:00
7 23
170
741
4 15
164
676
11 38
334
1,417
03:15
7 186
3 168
10 354
03:30
8 192
2 I80
10 372
03:45
1 193
6 164
7 357
04:00
6 23
170
698
3 22
148
698
9 45
318
1,396
04:15
5 188
4 188
9 376
04:30
5 184
9 L58
14 342
04:45
7 156
6 204
13 360
05:00
20 109
208
771
5 63
196
854
25 172
404
1,625
05:15
21 191
14 214
35 405
05:30
36 186
18 208
54 394
05:45
32 186
26 236
58 422
06:00
50 232
178
671
44 167
216
844
94 399
394
1,515
06:15
54 169
27 196
81 365
06:30
56 170
38 224
94 394
06:45
72 154
58 208
130
362
07:00
100
514
168
674
82 317
208
717
182
831
376
1,391
07:15
128
159
78 191
206
350
07:30
154
158
72 166
226
324
0T45
132
189
85 152
21,7
341
08:00
128
560
148
628
124
409
137
515
252
969
285
1,143
08:15
130
156
96 121
226
277
08:30
148
166
100
133
248
299
08:45
154
158
89 124
243
282
09:00
156
498
164
503
115
407
128
462
271
905
292
965
09:15
122
1.16 86
120
208
236
09.30 108
104
88 106
196
210
09:45
112
119
118
108
230
227
10:00
134
529
101
394
131
561
110
327
265
1.090
211
721
10:15
135
94 130
83 265
177
10:30
120
110
128
72 248
182
10:45
140
89 172
62 312
151
11:00
122
516
90 263
169
740
52 177
291
1.256
142
440
11:15
134
73 166
57 300
130
11:30
122
60 207
45 329
105
11:45
138
40 198
23 336
63 Totals
3.279
7,119
2,854
7.479
6,133
14.598
Split%
53.5 48.8
46.5 51.2
Day Totals
10.398
10,333
20,731
Day Splits
50.2 49.8
Peak Hour
08:15
05:00
11:00
05:15
I1:00
05:00
Volume
588
771
740
874
1,256
1,625
Factor
0.94 0.93
0.89 0.93
0.93 0.96
Data File: D0308128 Y- �/
1350 Remolds Avenue. Ste. 115
Irvine. CA. 92614
Location
BALBOA BOULEVARD
Site: NEWPORT
Segment
S/O
COAST
HIGHWAY
Date: 08/20/03
Client
CITY NEWPORT BEA
Interval
NB
SB
Combined
Day: Wednesday
Benin
AM
PM
AM
PM
AM
PM
12:00
67 179
154
633
22 94
184
769
89 273
338
1.402
12:15
42 151
30 188
72 339
12:30
42 156
20 202
62 358
12:45
28 172
22 195
50 367
01:00
35 110
160
646
22 62
199
794
57 172
359
1.440
0I:1.5
22 144
18 208
40 352
01:30
27 1.86
17 206
44 392
01:45
26 136
5 181
31 337
02:00
16 61
138
654
6 26
206
690
22 87
364
1.344
02:15
22 192
8 175
30 357'
02:30
13 164
3 163
16 327
02:45
10 150
9 146
19 296
03:00
4 32
176
707
5 17
172
688
9 49
348
1.395
03:15
10 172
6 158
16 330
03:30
10 186
3 191
13 377
03:45
8 173
3 167
11 340
04:00
6 37
209
769
5 27
171
714
11 64
380
1.483
04:15
11 184
7 158
18 342
04:30
9 206
10 180
19 386
04:45
11 170
5 205
16 375
05:00
18 106
182
722
11 58
202
812
29 164
384
1,534
05:15
20 178
14 206
34 384
05:30
36 174
17 192
53 366
05:45
32 188
16 212
48 400
06:00
42 256
172
684
40 195
226
831
82 451
398
1,515
06:15
62 158
37 198
99 356
06:30
62 180
54 200
116
380
06:45
90 174
64 207
154
381
07:00
98 523
176
675
76 364
187
635
174
887
363
1,310
07:15
124
149
80 158
204
307
07:30
134
164
92 162
226
326
07:45
167
186
116
128
283
314
08:00
142
593
142
497
111
442
122
568
253
1.035
264
1,065
08:15
150
149
96 152
246
301
08:30
138
140
113
132
251
272
08:45
163
66 122
162
285
228
09:00
129
515
3 115
116
444
150
557
245
959
153
672
09:15
128
0 112
154
240
154
09:30
142
14 102
149
244
163
09:45
116
98 114
104
230
202
10:00
134
504
96 363
117
548
86 307
251
1.052
182
670
10:15
133
90 126
82 259
172
10:30
112
101
144
78 256
179
10:45
125
76 161
61 286
137
11:00
120
497
71 268
144
725
57 187
264
1,222
128
455
11:15
118
56 183
50 301
106
11:30
126
67 208
44 334
111
11:45
133
74 190
36 323
110
Totals
3,413
6,733
3,002
7,552
6,415
14.285
Split%
53.2 47.1
46.8 52.9
Day Totals
10.146
10.554
20,700
Day Splits
49.0 51.0
Peak Hour
07:45
03:45
11:00
05:15
11:00
05:15
Volume
597
772
725
836
1,222
1.548
Factor
0.89 0.92
0.87 0.92
0.91 0.97
Data File : D0308128 bzl-
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Se.ardent : E/O DOVER DRIVE
Client : CITY NEWPORT BEA
Interval
Begin AM - EB PM- EB
Site: NEWPORT
Date: 08/14/03
Day: Thursday
12:00
80 241
618
2.512
12:15
50 656
12:30
75 606
12:45
36 632
1:00
38 136
635
2,489
1:15
50 638
1:30
24 588
1:45
24 628
2:00
30 85
635
2.522
2:15
28 652
2:30
17 619
2:45
10 616
3:00
12 40
624
2.380
3:15
11 526
3:30
7 594
3:45
10 636
4:00
17 81
542
2.251
4:15
13 529
4:30
21 517
4:45
30 663
5:00
36 257
667
2.728
5:15
54 746
5:30
58 606
5:45
109
709
6:00
130
839
610
2,173
6:15
158
560
6:30
209
503
6:45
342
500
7:00
421
2,219
479
1,831
7:15
469
532
7:30
602
424
7:45
727
396
8:00
696
2.700
446
1.522
8:15
660
394
8:30
652
352
8:45
692
330
9:00
641
2.384
314
1.186
9:15
565
318
9:30
554
308
9:45
624
246
10:00
514
2,160
261
896
10:15
539
214
10:30
549
222
10:45
558
199
11:00
558
2.375
170
545
11:15
565
154
11:30
601
116
II:45
651
105
Totals
13.517
23.035
Peak Hour 7:45 5:00
Volume 2.735 2.728
Factor 0.94 0.91
DayTotal 36,552
Data File : D0308125EB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPOR
Se.gment : E/O DOVER DRIVE Date: 08/14/0
Client : CITY NEWPORT BEA
Interval
Day: Thursda
Begin
AM- WB
PM- WB
12:00
92 320
561
2,299
12:13
80 597
12:30
72 570
12:45
76 571
1:00
44 150
568
2,256
1:15
44 542
1:30
28 560
1:45
34 586
2:00
26 74
502
2,255
2:15
18 595
2:30
18 589
2:45
12 569
3:00
9 43
581
2.462
3:15
14 631
3:30
9 632
3:45
11 618
4:00
6 52
680
2,703
4:15
9 694
4:30
16 683
4:45
21 646
5:00
25 172
548
2.352
5:15
31 518
5:30
46 504
5:45
70 782
6:00
96 554
886
2,906
6:15
125
806
6:30
132
712
6:45
201
502
7:00
238
1,099
444
1.778
7:15
246
466
7:30
291
436
7:45
324
432
8:00
372
1,659
424
1.550
8:15
374
400
8:30
420
352
8:45
493
374
9:00
481
1,878
346
1,349
9:15
462
366
9.30 417
339
9:45
518
298
10:00
490
1,920
320
1.123
10:15
486
297
10:30
446
248
10:45
498
258
11:00
500
2.124
211
673
11.:15
541
188
11:30
554
160
11:45
529
114
Totals 10,045 23.706
Peak Hour 11:00
Volume 2.124
Factor 0.96
DayTotal 33,751
5:45 t j�
3,186 p`'
0.9 �j♦T� x aj
� a
Data file: D0308125WB j
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPORT
Segment : E/O DOVER DRIVE Date: 08/15/03
Client : CITY NEWPORT BEA
Interval
Day: Friday
Begin
AM - EB
PM- EB
12:00
91 308
635
2.427
12:15
84 602
12:30
68 588
12:45
65 602
1:00
60 198
646
2,542
1:15
46 658
1:30
51 614
1:45
41 624
2:00
38 99
662
2,547
2:15
18 603
2:30
22 634
2,45
21 648
3:00
16 52
642
2,518
3:15
11 603
3:30
12 647
3:45
13 626
4:00
17 81
642
2,710
4:15
12 688
4:30
20 706
d:45
32 674
5:00
29 217
660
2,667
5:15
54 703
5:30
50 636-- ---
— ------ — —------------- -- -
5:45
84 668
6:00
116
914
560
2,310
6:15
167
576
6:30
261
560
6:45
370
614
7:00
416
2.130
576
2,074
7:15
450
536
7:30
522
506
7:45
742
456
8:00
634
2.582
411
1.533
8:15
620
420
8:30
635
338
8:45
693
364
9:00
622
2.366
335
1,289
9:15
568
328
9:30
576
296
9:45
600
330
10,00
548
2.210
284
1,132
10:15
551
340
10:30
522
264
10:45
589
244
11:00
606
2.383
212
767
11:15
581
222
11:30
578
177
11:45
619
156
Totals
13,540
24.516
Peak Hour
7:45
4:30
Volume.
2,631
2,743
Factor
0.89 0,97
DayTotal 38,056
• Data File D0308125EB
J
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPORT
Sel-ment : E/O DOVER DRIVE Date: 08/15/03
Client : CITY NEWPORT BEA
Interval
Begin
AM- WB
PM- WB
Day: Friday
1100
96 331
558
2,344
12:15
97 590
12:30
68 634
12:45
70 562
1:00
74 184
598
2.374
1:15
44 592
1:30
30 610
1:45
36 574
2:00
34 111
550
2,294
2:15
33 640
2:30
26 540
2:45
18 564
3:00
14 44
598
2.510
3:15
8 652
3:30
12 691
3:45
10 569
4:00
10 59
589
2,435
4:15
16 594
4:30
13 632
4:45
20 620
5:00
17 142
682
2,709
5:15
27 749
5:30
41 666
5:45
57 612
6:00
64 501
599
2.192
6:15
110
527
6:30
148
550
6:45
179
516
7:00
208
1,032
472
1.795
7:15
234
452
7:30
278
457
7:45
312
414
8:00
344
1.614
403
1,540
8:15
394
379
8:30
430
388
8:45
446
370
9:00
458
1,800
361
1.478
9:15
436
380
9:30
414
374
9:45
492
363
10:00
458
1,864
360
1,371
10:15
486
378
10:30
448
354
10:45
472
279
11:00
518
2.192
280
918
11:15
508
254
11:30
542
198
11:45
624
186
Totals 9,874 23,960
Peak Hour
11:00 4:45
Volume
2,192 2,717
Factor
0.88 0.91
DayTotal
33,834
Data "rile: D0308125WB I&(�
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPORT
Segment : E/O DOVER DRIVE Date: 08/16/03
Client : CITY NEWPORT BEA
Interval Day: Saturday
Begin AM - EB PM- EB
12:00
148
475
587
2.418
12:15
134
590
12:30
112
613
12:45
81 628
1;00
90 325
585
2.408
1:15
78 597
1:30
79 616
1:45
78 610
2.00 58
185
579
2.373
2:15
54 576
2:30
33 600
2:45
40 618
3:00
26 92
564
2.276
3:15
20 550
3:30
20 574
3:45
26 588
4:00
11 81
612
2.432
4:15
19 618
4:30
21 606
4:45
30 596
5:00
26 168
592
2.234
5:15
39 541
'36-- - ----
-.,.. - ---- - - -
- - - ---- --"5IY--....---- -
-----.--- - - - ----- - --- _ - - ---.. .
5:45
67 585
6:00
64 453
502
2,122
6:15
94 521
6:30
119
562
6:45
176
537
7:00
192
1,028
537
1.999
7:15
231
516
7:30
270
496
7:45
335
440
8:00
338
L493
391
1.512
8:15
320
372
8:30
393
386
8:45
442
363
9:00
437
1,972
310
1.229
9:15
479
315
9:30
500
294
9:45
556
310
10:00
518
2,156
286
1.182
10:15
539
304
10:30
554
334
10:45
545
258
11:00
577
2.388
244
836
11:15
617
238
11:30
588
198
11:45
606
156
Totals 10.816 23,011
Peak Hour 11:00 4:00
Volume 2,388 2,432
Factor 0.97 0.98
DayTotal 33,827
J&7
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O DOVER DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 16/03
Interval Day: Saturday
Begin AM- WB PM- WB
12:00
170
628
512
2,016
12:15
190
484
12:30
138
504
12:45
130
516
1:00
110
331
506
1.864
1:15
80 432
1:30
87 458
1:45
54 468
2:00
52 181
450
1,850
2:15
61 494
2:30
40 448
2:45
28 458
3:00
24 72
474
1.979
3:15
24 498
3:30
15 482
3.45 9
525
4:00
20 52
449
1,905
4:15
8 508
4:30
10 450
4:45
14 498
5:00
17 119
454
1,946
5:15
34 533
5:30
32 483
5:45
36 476
6:00
46 314
440
1,771
6:15
70 462
6:30
84 434
6:45
114
435
7:00
134
695
438
1.880
7:15
144
497
7:30
206
464
7:45
211
481
8:00
214
1,130
442
1,672
8:15
272
444
8:30
294
390
8:45
350
396
9:00
364
1,600
358
1.430
9:15
354
342
9:30
394
344
9:45
488
386
10:00
464
1,814
347
1.385
10:15
442
326
10:30
436
388
10:45
472
324
11:00
513
2,014
302
1.105
11:15
512
308
11:30
492
263
11:45
497
232
Totals 8.950 20,803
Peak Hour 11:00 12:00
Volume 2.014 2,016
Factor 0.98 0.98
DayTotal 29,753
Data File: D0309125WB
Wg
1350 Reynolds Avenue, Ste. I IS
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O DOVER DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/17/03
Interval Day: Sunday
Begin AM - EB PM- EB
12:00
149
480
578
2.229
12:15
125
534
12:30
117
559
12:45
89 558
1:00
94 379
576
2,190
1:15
110
562
1:30
84 532
1:45
91 520
2:00
63 197
562
2,190
2:15
50 520
2:30
39 552
2:45
45 556
3:00
35 109
559
2,276
3:15
23 581
3:30
31 554
3:45
20 582
4:00
17 76
537
2.206
4.15 22
561
4:30
16 572
4:45
21 536
5:00
18 132
522
2.002
5:15
26 501
—5-16
---4T-
510
5:45
48 469
6:00
46 330
462
1,894
6:15
74 480
6:30
82 474
6:4 5
128
478
7:00
106
603
426
1,494
7:15
124
378
7:30
161
352
7:45
212
338
8:00
237
999
339
1.236
8:15
236
330
8:30
234
296
8:45
292
271
9:00
290
1.438
277
1.072
9:15
354
256
9:30
352
271
9:45
442
268
10:00
426
1.924
214
656
10:15
502
186
10:30
492
142
10:45
504
114
11:00
478
2.151
96 347
11:15
542
90 11:30
566
98 1 1:45
565
63 Totals 8,818 19,792
Peak Hour 11:00 3:00
Volume 2.151 2.276
Factor 0.95 0.98
DayTotal 28,610
' Data File : D0308125EB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPORT
Sea,ment E/O DOVER DRIVE Daze: 08/17/03
Client : CITY NEWPORT BEA
Interval Day: Sunday
Begin AM- WB PM- WB
12:00
203
646
435
1.668
12:15
176
382
12:30
144
427
12:45
123
424
1:00
108
405
476
1,781
1:15
105
432
1:30
102
437
1:45
90 436
2:00
87 233
446
1.766
2:15
62 446
2:30
50 440
2:45
34 434
3:00
29 110
472
1,777
3:15
30 462
3:30
27 411
3:45
24 432
4:00
22 71
510
1,960
4.15 17
452 .
4:30
14 478
4:45
18 520
3.00 17
87 513
1.895
5:15
17 468
3:30
20 444
5:45
33 470
6:00
40 249
432
1.814
6:15
54 460
6:30
62 456
6:45
93 466
7:00
93 481
360
1.611
7:15
108
444
7:30
119
399
7:45
161
408
8:00
182
868
388
1,460
8:15
239
366
8:30
211
358
8:45
236
348
9:00
280
1,222
272
1.137
9:15
272
292
9:30
344
288
9:45
326
285
10:00
423
1.581
242
944
10:15
405
263
10:30
353
239
10:45
400
200
11:00
380
1,729
149
509
11:15
454
150
11:30
453
112
11:45
442
98 Totals 7.682 18.322
Peak Hour 11:00 4:30
Volume 1,729 1.979
Factor 0.95 0.95
DayTotal 26.004
Data File: D0308125WB 7
/ 0-
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPOR"
Segment E/O DOVER DRIVE Date: 08/18/0:
Client CITY NEWPORT BEA
Interval Day: Monda•
Begin AM - EB PM - EB
12:00
40 174
634
2,446
12:1i
56 586
12:30
46 594
12:45
32 4632
1100
36 110
594
2,394
1:15
23 598
1:30
28 588
1:45
23 614
2:00
17 52
511
2.221
2:15
12 576
2:30
13 572
2:45
10 562
3:00
5 46
571
2,282
3:15
15 542
3:30
14 582
3;45
12 587
4t00
19 73
583
2360
4:1 i
12 588
4:30
I S
552
4:45
27 637
5:00
48 262
608
2,376
5: l5
40 584
5:30
62 588
5:45
112
596
6:00
123
833
531
2.089
6:1 i
148
582
6:30
216
518
6:45
346
458
7:00
398
2.082
460
1.610
7:15
456
413
7:30
548
364
7:45
680
373
8:00
648
2,484
367
1,204
8:15
638
307
8:30
554
276
8:45
644
254
9:00
679
2,321
256
931
9:15
539
241
9:30
531
208
9:45
572
226
10:00
508
2,102
178
626
10:15
513
163
10:30
566
164
10:45
515
121
11:00
527
2,041
100
338
11:15
290
86 11:30
600
82 11:45
624
70 Totals 12.580 20,877
Peak Hour 7:45 12:00
Volume
2,520 2,446
Factor
0.93 0.96
DayTotal
33,457
° Data File : D0308125EB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O DOVER DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Daze: 08/ 18/03
Interval
Day: Monday
Begin
AM- WB
PM- WB
12:00
85 245
547
2.184
12:15
62 586
12:30
56 519
12:45
42 532
1:00
36 124
504
2.012
1:15
32 526
1:30
23 454
1:45
33 528
2:00
16 54
498
2.002
2:15
16 466
2:30
14 532
2:45
8 506
3:00
15 41
564
2.286
3:15
7 544
3:30
9 556
3:45
10 622
4:00
11 57
586
2,390
4:15
8 620
4:30
20 610
4:45
18 574
5:00
24 168
702
2.808
5:15
34 741
5:30
40 692
5:45
70 673
6:00
86 554
592
2.149
6:15
112
558
6:30
152
535
6:45
204
464
7:00
222
1,087
470
1,626
7:15
244
408
7:30
292
382
7:45
329
366
8:00
360
1.619
369
1.340
8:15
377
378
8:30
428
309
8:45
454
284
9:00
440
1,700
316
1.103
9:15
385
298
9:30
432
259
9:45
443
230
10:00
446
1,779
234
861
10:15
433
227
10:30
426
208
10:45
474
192
11:00
448
1.919
148
447
11:15
484
112
11:30
497
I11
11:45
490
76 Totals 9,347 21.208
Peak Hour 11:00 5:00
Volume 1,919 2.808
Factor 0.97 0.95
DayTotal 30,555
Data File: D0308125WB
5 7z
Location
Segment
Client
: COAST HIGHWAY
E/O DOVER DRIVE
: CITY NEWPORT BEA
i a uu.aNVa au aaV as w..rM ua..,a� i......
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Interval
Begin
AM - EB
PM- EB
12:00
60 166
557
2.315
12: 15
42 566
12:30
38 568
12 45
26 624
1:00
25 102
582
2,358
1:15
37 596
1:30
25 594
1:45
15 586
2:00
20 74
555
2.254
2:15
21 572
2:30
19 564
2:45
14 563
3:00
7 39
522
2.249
3:15
14 589
3:30
8 530
3:45
10 608
4:00
20 74
592
2,396
4:1i
13 576
4:30
8 616
4:45
33 612
5:00
32 241
628
2.662
5:15
43 672
5:30
62 680
5:45
104
682
6:00
138
784
576
2.234
6:1 i
123
576
6:30
189
552
6:45
334
530
7:00
413
2,093
472
1.763
7:15
445
448
7:30
569
419
7:45
666
425
8:00
651
2,646
355
1,356
8: l5
630
365
8:30
665
326
8:45
700
310
9:00
602
2,222
304
1.042
9:15
552
266
9:30
506
248
9:45
562
224
10:00
494
%977
239
764
10:15
475
200
10:30
482
164
10:45
526
161
11:00
560
2.208
134
411
11:15
510
96 11:30
566
104
1 1:45
572
77 Totals 12.626 21,804
Peak Hour 8:00 5:00
Volume 2.646 2,662
Factor 0.95 0.98
DayTotal 34,430
" Data File: D0308125EB �„31
Site: NEWPOR'
Date: 08/19/0
Day: Tuesda
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPOR1
Segment : E/O DOVER DRIVE Date: 08/19/0:
Client : CITY NEWPORT BEA
Interval Day: Tuesda%
Begin AM - WB PM- WB
12:00
74 232
542
2,103
12:15
68 554
1230
59 527
12:45
31 480
1:00
31 102
486
1,944
1:15
30 452
1:30
23 486
1:45
18 520
2:00
14 61
531
2,071
2:15
17 526
2:30
16 490
2:45
14 524
3:00
11 38
574
2,256
3:15
7 550
3:30
6 542
3:45
14 590
4:00
12 48
594
2,556
4:15
11 676
4:30
12 594
4:45
13 692
5:00
25 174
653
2,973
5:15
38 791
5:30
45 783
5:45
66 746
6:00
88 497
726
2,432
6:15
107
638
6:30
124
548
6:45
178
520
7:00
217
1,072
492
1,784
7:1.5
257
490
7:30
284
442
7:45
314
360
8:00
372
1,598
378
1,458
8:15
376
382
8:30
398
348
8:45
452
350
9:00
448
1,782
288
1,171
9:15
446
343
9:30
430
264
9:45
458
276
10:00
456
1,835
221
938
10:15
440
259
10:30
468
244
10:45
471
214
11:00
458
1,870
174
546
11:15
468
156
11:30
456
116
11:45
488
100
Totals 9,309 22,232
Peak Hour 1 1:00
5:15 O
Volume 1,870
3,046
Factor 0.96
0.96 Qp,y\
O.K
DayTotal 31,541
w 4-)
(iIp *3,
lr�v
Data File : D0308125WB
J71
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location
: COAST HIGHWAY
Segment
E/O DOVER DRIVE
Client
: CITY NEWPORT BEA
Site: NEWPORT
Date: 08/20/03
Interval
Begin
AM- EB
PM- EB
Day: Wednesday
12:00
66 209
579
2,350
12:15
58 577
12:30
46 562
12:45
39 632
1:00
25 86
606
2,327
1:15
19 584
I.30
20 534
1:45
22 603
2:00
22 64
597
2.284
2:15
15 548
230
13 546
2:45
14 593
3:00
9 40
586
2,250
3:15
13 544
3:30
13 558
3:45
5 562
4:00
6 67
576
2,369
4:15
20 577
4:30
13 598
4:45
28 617
5:00
27 219
644
2.520
5:15
48 641
5:30
58 627
5:45
86 608
6:00
134
888
575
2.111
6:15
168
568
6:30
220
476
6:45
366
492
7:00
441
2,150
483
1,809
7:15
466
454
7:30
572
416
7-45
671
456
8:00
698
2.651
385
1,340
8:15
641
371
8:30
664
301
8:45
648
283
9:00
632
2.265
304
1.058
9:15
560
262
9:30
523
256
9:45
550
236
10:00
539
2,086
230
735
10:15
486
199
10:30
525
182
10:45
536
124
11:00
532
2.154
120
382
11:15
542
90 11:30
550
84 1 l :45
530
88 Totals
12.879
21,534
Peak Hour
7:45 4:45
Volume
2,674 2,529
Factor
0.96 0.98
DayTotal
34,413
Data File: D0308125EB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPOR'
Segment : E/O DOVER DRIVE Date: 08/20/0'
Client : CITY NEWPORT BEA
Interval Day: Wednesda,
Begin
AM- WB
PM- WB
12:00
80 266
535
2,131
12:15
78 536
12:30
56 534
12:45
52 526
1:00
52 143
478
2,010
1:15
42 502
1:30
28 504
1:45
21 526
2:00
22 64
503
2,029
2:15
14 491
2:30
14 500
2:45
14 535
3:00
14 52
500
2.284
3:15
11 620
3:30
12 586
3:45
15 578
4:00
16 51
566
2.535
4:15
7 647
4:30
13 635
4:45
15 687
5:00
26 159
716
3.176
5:15
37 836
5:30
38 826
5:45
58 798
6:00
84 533
762
2.510
6:15
110
698
6:30
161
533
6:45
178
517
7:00
216
1,066
478
1,745
7:15
248
466
7:30
270
414
7:45
332
387
8:00
356
1,599
404
1,398
8:15
400
350
8:30
408
296
8:45
435
348
9:00
424
1,730
296
1.218
9:15
446
348
9:30
390
290
9:45
470
284
10:00
430
1.741
269
940
10:15
414
233
10:30
426
230
10:45
471
208
11:00
417
1,951
182
603
11:15
454
165
11:30
554
149
11:45
526
107
Totals 9.355 22.579
Peak Hour 11:00 5:15
Volume 1.951 3,222
Factor 0.88 0.96
DayTotal 31,934
Data File: D0308125W6 T
J -7k
1350 Reynolds Avenue, Ste. H5
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORI
Date: 08/14/0=
Interval
Day: Thursday
Begin
AM- EB
PM- EB
12:00
42 151
313
1,291
12:15
42 326
12:30
46 348
12:45
21 304
1:00
27 89
312
1,323
1:15
24 328
1:30
21 334
1:45
17 349
2:00
18 36
312
1.316
2:15
6 330
2:30
5 340
2:45
7 334
3:00
13 41
358
1.523
3:15
11 357
3:30
5 398
3:45
12 410
4:00
8 50
357
1,557
4:15
12 391
4:30
13 394
4:45
17 415
5:00
11 84
432
1.838
5:15
21 446
5:30
20 475
5:45
32 485
6:00
58 428
483
1,800
6:15
80 488
6:30
124
507
6:45
166
322
7:00
192
896
354
1.335
7:15
214
355
7:30
250
306
7:45
240
320
8:00
220
965
268
984
8:15
251
278
8:30
230
234
8:45
264
204
9:00
212
1,008
200
901
9:15
244
248
9:30
272
240
9:45
280
213
10:00
264
1,049
152
598
10:15
247
182
10:30
266
146
10:45
272
118
11:00
278
1,178
104
352
1 1:15
306
91 11:30
284
82 11:45
310
75 Totals 5.975 14.818
Peak Hour 11:00 5:45
Volume 1,178 1.963
Factor 0.95 0.97
DayTotal
Data
20.793
ff71
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location COAST HIGHWAY Site: NEWPORT
Segment : E/O NEWPORT COAST DRIVE Date: 08/14/03
Client : CITY NEWPORT BEA
Interval Day: Thursday
Begin AM - WB PM - WB
12:00
60 180
320
1.306
12:15
46 319
12:30
40 353
12:45
34 314
1:00
21 89
270
1,180
1:15
19 296
1:30
23 312
l :45
26 302
2:00
20 53
320
1,342
2:15
11 306
2:30
16 366
2:45
6 350
3:00
13 37
316
1381
3:15
9 346
3:30
5 317
3:45
10 402
4:00
8 57
329
1,412
4:15
7 356
4:30
8 327
4:45
34 400
5:00
34 247
379
1.411
5:15
56 360
5:30
68 365
5:45
89 307
6:00
125
733
306
1,195
6: l5
152
306
6:30
188
303
6:45
268
280
7:00
296
L411
206
953
7:15
315
243
7:30
378
260
7:45
422
244
8:00
426
1.654
200
780
8:15
370
220
8:30
454
212
8:45
404
148
9:00
414
1,475
168
627
9:15
369
160
9:30
369
143
9:45
323
156
10:00
334
1.262
154
702
10:15
318
168
10:30
294
181
10:45
316
199
11:00
304
1,242
129
395
11:15
308
108
11:30
310
90 11:45
320
68 Totals
8.440
12.684
Peak Hour
7:45
4:45
Volume
1,672
1,504
Factor
0.92 0.94
DayTotal 21,124
Dntu File: D0308126WB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/15/03
Interval Day: Friday
Begin AM - EB PM- EB
12:00
55 177
328
1,378
12:15
48 368
12.30 37
328
12:45
37 354
1100
29 104
349
1,431
1:I s
32 376
1:30
21 336
1:45
22 370
2:00
18 61
357
1.471
2: 15
15 365
2:30
16 373
2:45
12 376
3:00
14 41
375
1.566
3:15
10 390
3:30
10 418
3:45
7 383
4:00
3 44
450
1,737
4:15
16 424
4:30
9 421
4:45
16 442
5:00
8 75
466
1.896
5:15
IS
457
5:30
22 492
5:45
27 481
6:00
42 453
467
1.755
6:15 .
70 470
6:30
133
426
6:45
208
392
7:00
164
926
364
1,335
7:15
231
338
7:30
243
315
7:45
288
318
8:00
220
1.019
253
996
8:15
278
261
8:30
250
250
8:45
271
232
9:00
286
1,097
220
904
9:15
232
204
9:30
301
240
9:45
278
240
10:00
288
1,112
222
851
10:15
246
218
10:30
279
226
10:45
299
185
11:00
310
1.306
154
534
11:15
322
140
11:30
308
130
11:45
366
110
Totals 6,415 15.854
Peak Hour 11:00 5:30
Volume 1.306 1,910
Factor 0.89 0.97
DayTotal
Data
22,269
1350 Remolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 15/03
Interval
Day: Friday
Begin
AM- WB
PM- WB
12:00
63 191
352
1.328
12:15
46 320
12:30
40 308
12:45
42 348
1:00
28 117
367
1,321
1:15
28 284
1:30
27 329
1:45
34 341
2:00
22 77
321
1.385
2:15
22 356
2:30
18 370
2:45
15 338
3:00
11 26
366
1.533
3:15
7 412
3:30
4 343
3:45
4 412
4:00
4 62
376
1,538
4:15
15 420
430
1 1
374
4:45
32 368
5:00
32 211
296
1.431
5:15
38 398
5:30
59 401
5:45
82 336
6:00
109
675
310
1,284
6:15
144
352
630
184
332
6:45
238
290
7:00
276
1,338
307
1,026
7: l 5
282
233
7:30
344
238
7:45
436
248
8:00
438
1.704
231
889
8:15
419
238
8:30
430
205
8:45
417
215
9:00
380
IA36
179
764
9:15
330
198
9:30
362
205
9:45
364
182
10:00
306
1.301
201
807
10:15
306
190
10:30
328
200
10:45
361
216
11:00
355
1.385
236
682
11:15
324
188
11:30
340
126
11:45
366
132
Totals 8,523 13.988
Peak Hour 7:45 3:45
Volume 1.723 1.582
Factor 0.98 0,94
DayTotal 22,511
Data File : D0308126WB
��
1l YYaaJNVa YYY YaVY ✓r�Yay.s1 as r.•
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 16/03
Interval Day: Saturday
Begin AM - EB PM - EB
12:0D
88 286
375
1.527
12:15
82 416
12:30
56 358
12:45
60 378
1:00
48 191
409
1,565
1:15
54 394
1:30
54 378
1:45
35 384
2:00
20 98
382
1,574
2:15
32 400
2:30
16 415
2:45
30 377
3:00
12 60
412
1,522
3:15
19 336
3:30
18 428
3:45
II
346
4:00
5 47
390
1,492
4:15
12 368
4:3 0
6 384
4:45
24 350
5:00
15 103
346
1,465
5:15
18 394
5:30
26 364
5-45
44 361
6:00
48 388
346
1.440
6:15
86 339
6:30
134
375
6:45
120
380
7:00
135
740
319
1.265
7:15
171
334
7:30
178
346
7:45
256
266
8:00
228
879
286
988
8:15
224
261
8:30
191
235
8:45
236
206
9:00
232
1.081
212
810
9:15
252
186
9:30
285
222
9:45
312
190
10:00
306
1,256
199
740
10:15
310
172
10:30
303
195
10:45
337
174
11:00
352
1,462
166
574
11:15
344
158
11:30
396
134
l 1:45
370
116
Totals 6,591 14,962
Peak Hour 11:00 2:15
Volume 1,462 1,604
Factor 0.92 0.97
DayTotal 21.553
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/16/03
Interval
Day: Saturday
Begin
AM- WB
PM- WB
12:00
108
387
320
1.325
12:15
100
316
12:30
107
322
12:45
72 367
1:00
69 244
311
1,262
1.15 68
354
1:30
49 306
1:45
58 291
2:00
36 111
372
1,385
2:15
32 340
2:30
26 319
2:45
17 354
3:00
20 53
324
1,410
3:15
15 384
3:30
I0
340
3:45
8 362
4:00
11 45
386
1,554
4:15
9 344
4:30
9 406
4:45
16 418
5:00
15 102
392
1.509
5:15
21 397
5:30
40 356
5:45
26 364
6:00
38 258
350
1.345
6;15
44 366
6:30
78 307
6:45
98 322
7:00
80 539
296
1.10 7:15
132
286
7:30
142
295
7:45
185
320
8:00
211
1,073
275
L152
8:15
243
298
8:30
292
308
8:45
327
271
9:00
312
1.314
228
910
9:15
326
208
9:30
380
234
9:45
296
240
10:00
318
1,288
234
1,021
10:15
324
233
10:30
346
268
10:45
300
286
11:00
318
1.282
252
831
11:15
293
226
11:30
356
162
11:45
315
191
Totals 606 14,901
Peak Hour 8:45 4:30
Volume 1,345 1,613
Factor 0.88 0.96
DayTotal 21.597
Data File: D0308126WB - 2,
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location COAST HIGHWAY
Segment E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ 17/03
Interval Day: Sunday
Begin AM- EB PM- EB
12:00
101
335
402
1,562
12:15
92 371
12:30
82 387
12:45
60 402
1:00
56 191
404
1,689
1:15
41 451
1:30
50 420
1:45
44 414
2:00
25 98
360
1.600
2:15
36 433
2.30 19
411
2:45
18 396
3:00
15 68
412
1,597
3:15
19 392
3:30
23 401
3:45
11 392
4:00
10 45
390
1,439
4:15
17 312
4:30
8 362
4:45
10 375
5:00
6 72
334
1,316
5:15
13 348
5:30
16 325
5:45
37 309
6:00
38 199
322
1.214
6:15
40 298
6:30
62 290
6:45
59 304
7:00
54 356
292
1,037
7:15
78 294
7:30
94 229
7:45
130
222
8:00
124
531
213
738
8:15
120
218
8:30
119
176
8:45
168
131
9:00
171
892
170
611
9:15
229
131
9:30
234
154
9:45
258
156
10:00
264
1,171
157
463
10:1 5
259
127
10:30
318
96 10:45
330
83 11:00
374
1,465
74 255
11:15
330
68 11:30
363
60 11:45
398
53 Totals 5,423 13,521
Peak Hour 11:00 1:00
Volume 1,465 1,689
Factor 0.92 0.94
DayTota I 18,944
Data File: D0308126EB ��/`
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location
COAST HIGHWAY
Segment
: E/O NEWPORT COAST DRIVE
Client
: CITY NEWPORT BEA
Site: NEWPORT
Date: 08/ l 7/03
Interval
Begin
AM- WB
PM • WB
Day: Sunday
12:00
134
440
291
1.282
12:15
112
312
12:30
104
335
12A5
90 344
1:00
72 288
331
1,355
1:15
68 322
1:30
62 346
1:45
86 356
2:00
83 204
338
1,440
2:15
56 331
2:30
37 376
2:45
28 395
3:00
28 78
370
1.464
3:15
20 336
3:30
20 364
3:45
10 394
4:00
10 53
357
1,617
4:15
13 456
4:30
18 418
4:45
12 386
5:00
15 68
390
1,544
5:15
11 398
5:30
19 380
5:45
23 376
6:00
31 215
376
1,368
6:15
54 344
6:30
62 338
6:45
68 310
7:00
70 324
284
1,220
7:15
62 288
7:30
88 320
7:45
I04
328
8:00
116
586
306
1,195
8:15
146
323
8:30
146
298
8:45
178
268
9.00 180
838
285
903
9:15
216
246
9:30
192
190
9:45
250
182
10:00
253
1,091
178
761
10:15
274
193
10:30
269
190
10:45
295
200
11:00
314
1.278
129
356
11:15
360
98 11:30
288
77 11:45
316
52 Totals
5,463
14,505
Peak Hour 1 I:00 4:15
Volume 1,278 I,650
Factor 0.89 0.9
DayTotal 19,968
He : D0308126W6 `N
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/0 NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/18/03
Interval
Day: Monday
Begin
AM- EB
PM- EB
12:00
36 128
289
1.229
12:15
27 322
12:30
34 320
12:45
31 298
1:00
26 68
320
1,218
1:15
17 276
1:30
13 298
1:45
12 324
2:00
8 30
311
1,189
2:15
6 292
2:30
11 282
2:45
5 304
3:00
4 27
314
1.392
3:15
8 34.9
3:30
11 348
3:45
4 381
4:00
4 34
348
1.539
4:15
9 378
4:30
8 440
4:45
13 373
5:00
II
105
432
1,889
5:15
24 473
5:30
21 470
5:45
49 514
6:00
35 407
480
1,778
6:15
69 448
6:30
117
442
6:45
186
408
7:00
162
862
346
1,244
7:15
202
342
7:30
238
286
7:45
260
270
8:00
225
875
226
784
8:15
216
205
8:30
204
190
8:45
230
163
9:00
206
924
167
607
9:15
230
152
9:30
232
148
9:45
256
140
10.00 247
969
134
451
10:15
218
104
10:30
242
124
10:45
262
89 11:00
272
1,071
76 225
11:15
254
58 11:30
272
41 11:45
273
50 Totals 5.500 13.545
Peak Hour 11:00 5:15
Volume 1.071 1.937
Factor 0.98 0.94
DayTotal 19,045
Data File: D0308126EB
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPORT
Segment : E/O NEWPORT COAST DRIVE Date: 08/18/03
Client : CITY NEWPORT BEA
Interval Day: Monday
Begin AM - WB PM - WB
12:00
85 174
322
I.I 86
12:15
41 298
12:30
20 252
12:45
28 314
1:00
18 83
286
1,208
1.15 18
294
1:30
24 332
1:45
23 296
2:00
10 48
308
1.270
2: l 5
18 302
2:30
10 314
2:45
10 346
3:00
6 28
316
1.367
3:15
2 318
3:30
5 381
3:45
15 352
4:00
17 78
297
1.341
4:15
11 354
4.30 18
362
4:45
32 328
5:00
28 234
322
1.357
5:15
45 361
5:30
75 332
5:45
86 342
6:00
106
649
264
1,059
6:15
131
266
6:30
168
274
6:45
244
255
7:00
243
1.413
229
858
7:15
318
217
7:30
352
222
7:45
500
190
8:00
469
1,813
212
693
8:15
432
185
8:30
440
148
8:45
472
148
9:00
370
1.316
126
494
9:15
316
132
9:30
333
126
9:45
297
110
10:00
268
1,139
144
532
10:15
278
112
10.30 287
118
10:45
306
158
11:00
254
1,174
96 296
11:15
313
82 11:30
309
58 1 1:45
298
60 Totals 8.149 11,661
Peak Hour 7:45 3:30
Volume 1.841 1,384
Factor 0.92 0.91
DayTotal 19,810
Data File: D0308126WB JYF0
1a411a /Vl a4a-lvaa vauu-'
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/19/03
Interval Day: Tuesday
Begin AM - EB PM - EB
12:00
34 110
336
1,240
12:15
38 296
12:30
21 317
12:45
17 291
1:00
15 58
334
1,288
1:15
22 317
1:30
10 321
1:45
11 316
2:00
8 29
318
1,278
2:15
9 304
2:30
6 342
2:45
6 314
3:00
10 29
329
1,387
3:15
10 333
3:30
6 345
3:45
3 380
4:00
14 41
380
1,539
4:15
6 380
4:30
8 409
4:45
13 370
5:00
20 104
421
L907
5:15
13 470
5:30
29 488
5:45
42 528
6:00
54 401
524
1,860
6:15
76 499
6:30
105
418
6:45
166
419
7:00
188
856
344
1,262
7:15
190
322
7:30
233
296
7:4 5
245
300
8:00
199
894
253
909
8:15
238
240
8:30
226
226
8:45
231
190
9:00
227
999
208
733
9:15
212
202
9:30
235
153
9:45
225
170
10:00
236
992
154
548
10:15
251
146
10:30
227
142
10:45
278
106
11:00
268
1,187
97 298
II:15
302
87 11:30
327
70 1 1:45
290
44 Totals 5,600 14,249
Peak Hour 11:00 5:30
Volume 1,187 2,039
Factor 0.91 0.97
DayTotal 19,849
Data File : D0308126EB '�r F7
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
Site: NEWPORT
Date: 08/19/03
Interval Day: Tuesday
Bee in AM - WB PM- WB
12:00
45 134
312
1,250
12:15
41 298
12:30
30 302
12.4 i
18 338
1:00
15 53
280
1.210
1:15
20 309
1:30
10 308
1:45
8 313
2:00
8 31
288
1.260
2:15
9 302
2:30
7 352
2:45
7 318
3:00
12 34
368
1,412
3:15
6 334
3:30
10 357
3:45
6 353
4:00
4 44
331
1,338
4:13
9 347
4:30
6 337
4:45
25 323
5:00
37 245
346
1,368
5;t5
44 354
5:30
72 318
i:45
92 350
6:00
109
643
287
1.055
6:15
117
264
6:30
168
258
6:45
249
246
7:00
277
1,403
214
853
7:15
325
225
7:30
383
206
7:45
418
208
8:00
454
1.756
240
779
8:15
441
195
8:30
419
202
8:45
442
142
9:00
429
1.427
163
573
9:15
346
142
9:30
318
120
9:45
334
148
10:00
292
1,159
131
593
10:15
302
138
10:30
272
138
10:45
293
186
11:00
284
1,187
104
317
11:15
293
76 11:30
288
76 11:45
322
61 Totals 8.116 12.008
Peak Hour
8:00
3:00
Volume
1,756
1.412
Factor
0.97 0.96Ob
DayTotal
20,124all-
_per h�
ataFile : D0308126WB �IKK
I
1 f L111J F1V1 LN •LVL• vow u�v,s� r���..
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY Site: NEWPORT
Segment : E/O NEWPORT COAST DRIVE Date: 08/20/03
Client : CITY NEWPORT BEA
Interval Day: Wednesday
Begin AM - EB PM- EB
12:00
45 134
288
1,204
12:15
31 306
12:30
33 314
12:45
25 296
1:00
22 56
280
1,180
L15
12 312
!:30
13 301
1:45
9 287
2:00
15 30
289
1,245
2:15
5 299
2:30
4 316
2:45
6 341
3:00
7 27
298
1,354
3:15
9 326
3:30
6 374
3:45
5 356
4:00
7 44
344
1,540
4:15
16 391
4:30
12 381
4:45
9 424
5:00
17 85
414
1,889
5:15
7 496
5:30
23 509
5:45
38 470
6:00
42 407
450
1,745
6:15
61 500
6:30
130
421
6:45
174
374
7:00
198
909
384
1.318
7:15
207
326
7:30
278
312
7:4 5
226
296
8:00
226
937
284
920
8:15
222
233
8:30
252
204
8:45
237
199
9:00
226
960
206
762
9:15
266
180
9:30
202
204
9:45
266
172
10:00
245
1,014
153
555
10:15
237
158
10:30
264
134
10:4 5
268
110
11:00
258
1,147
104
274
11:15
301
56 1 1:30
282
59 1 1:45
306
55 Totals 5.750 13,986
Peak Hour 11:00 5:30
Volume 1,147 1,929
Factor 0.94 0.95
DayTotal 19,736
Data File: D0308126EB 587
1350 Reynolds Avenue, Ste. 115
Irvine, CA. 92614
Location : COAST HIGHWAY
Segment : E/O NEWPORT COAST DRIVE
Client : CITY NEWPORT BEA
interval
Begin AM- WB PM- WB
Site: NEWPORT
Date: 08/20/03
Day: Wednesday
12:00
37 138
300
1.209
12:15
37 315
12:30
36 288
12:45
28 306
1:00
23 93
270
1,197
1:15
22 355
1:30
20 288
1:45
28 284
2:00
17 48
331
1,276
2:15
10 311
2:30
13 295
2:45
8 339
3:00
6 35
322
1.332
3:15
13 336
3:30
7 349
3:45
9 325
4:00
12 69
404
1,448
4:15
14 330
4:30
14 338
4:45
29 376
5:00
27 224
320
1,400
5:15
52 365
5:30
59 368
5:45
86 347
6:00
104
667
288
1.088
6:15
146
290
6:30
163
278
6:45
254
232
7:00
252
1,378
250
892
7:15
332
226
7:30
358
198
7:45
436
218
8:00
464
1.756
190
686
8:15
418
187
8:30
442
157
8:45
432
152
9:00
386
1.400
160
602
9:15
336
142
9:30
336
135
9:45
342
165
10:00
310
1.163
162
613
10:15
274
130
10:30
281
141
10:45
298
180
11:00
323
1.257
132
388
1 1:15
320
110
11:30
306
82 1 1:45
308
64 Totals
8.228
12,131
Peak Hour
7:45
4:00
Volume
1.760
IA48
Factor
0.95 0.9 m
A �
DayTotal
20X9
QQ
Data File: D0308126WB
Ji1 a ��
1350 Reynolds Avenue, Ste 115
Irvine, CA. 92614
Site: NEWPORT
Location
COAST HIGHWAY
Date: 08/14/03
Segment
E/O SANTA ANA RIVER
Client
CITY NEWPORT
BEA
Interval
EB
WB
Combined
Day: Thursday
Begin
AM
PM
AM
PM
AM
PM
12:00
66 196
336
1.326
76 293
354
1,439
142
489
690
2.765
12:15
48 351
82 375
130
726
12:30
46 321
71 360
117
681
12:45
36 318
64 350
100
668
01:00
32 111
302
1.301
52 157
314
1,429
84 268
616
2.730
01:15
35 314
48 356
83 670
01:30
22 337
33 346
55 683
01:45
22 348
24 413
46 761
02:00
22 58
315
1,364
43 98
384
1,623
65 156
699
2.987
02:15
19 348
17 395
36 743
02:30
9 360
28 402
37 762
02:45
8 341
10 442
18 783
03:00
16 47
354
1,325
12 48
406
1,404
28 95
760
2,729
03:15
6 317
15 424
21 741
03:30
12 324
10 266
22 590
03:45
13 330
Il
308
24 638
04:00
11 81
340
1,361
10 52
85 322
21 133
425
1,683
04.15 16
M 3
9 70
25 393
04:30
13 344
9 89
22 433
04:45
41 364
24 78
65 442
05:00
26 260
370
1,541
13 159
99 1,448
39 419
469
2,989
05:15
37 392
38 101
75 493
05:30
62 400
52 458
114
858
05:45
135
379
56 790
191
1.169
06:00
129
1,014
386
1,465
68 398
720
2,657
197
1Al2
1,106
4.122
06:15
195
349
102
738
297
1.087
06:30
276
354
95 650
371
1,004
06:45
414
376
133
549
547
925
07:00
447
2,421
311
1.189
160
763
462
1,601
607
3.184
773
2,790
07:15
570
320
173
399
743
719
07:30
642
282
198
376
840
658
07:45
762
276
232
364
994
640
08:00
609
2.421
216
904
209
977
374
1335
818
3,398
$90
2,239
08:15
638
246
258
335
896
581
08:30
582
214
242
340
824
554
08:45
592
228
268
286
860
514
09:00
494
1.581
216
855
213
1,018
312
1.174
707
2,599
528
2.029
09:15
398
209
279
308
677
517
09:30
362
222
244
270
606
492
09:45
327
208
282
284
609
492
10:00
328
1.289
213
715
224
1,085
234
882
552
2,374
447
1,597
10:15
316
182
272
246
588
428
10:30
309
170
302
194
611
364
10:45
336
150
287
208
623
358
11:00
316
1,314
122
407
334
1,256
194
686
650
2,570
316
1.093
11:15
316
112
268
192
584
304
11:30
338
94 312
169
650
263
11:45
344
79 342
131
686
210
Totals
10,793
13.753
6,304
16,000
17.097
29.753
Split%
63.1 46.2
36.9 53.8
Dav Totals
24,546
22.304
46,850
Day Splits
52.4 47.6
Peak Hour
07:30
05:15
11:00
05:45
07:30
05:45
Volume
2.651
1.557
1.256
2,898
3.548
4.366
Factor
0,87
0.97 0.92
0.92 0.89
0.93 Data File: D0308124 )'
1350 Revnolds Avenue, Ste. 115
Irvine, CA. 92614
Site: NEWPORT
Location
: COAST HIGHWAY
Date: 08/ I5/03
Segment
EIO SANTA ANA RIVER
Client
CITY NEWPORT BEA
Combined
Day: Friday
Interval
EB
WB
Begin
AM
PM
AM
PM
AM
PM
12:00
66 216
342
1.394
85 323
349
1,487
151
539
691
2.881
12:15
54 348
78 402
132
138
750
706
12:30
62 352
76 84
334
382
118
734
12:45
01:00
34 40
134
352
324
1.400
56 203
391
1.510
96 337
715
2.910
01:15
33 363
61 372
94 73
735
714
01:30
29 329
44 42
385
362
74 746
01:45
02:00
32 30
73 384
318
1,390
45 145
373
1,632
75 218
691
3,022
02:15
16 336
40 384
56 47
720
789
02:30
23 373
24 36
416
459
40 822
02:45
03:00
4 17
57 363
337
1.398
16 57
447
2,224
33 114
784
3,622
03:15
14 324
16 546
30 26
870
925
03:30
10 357
16 9
568
663
25 1,043
03:45
04:00
16 15
80 380
389
1.468
10 73
567
2.523
25 153
956
3,991
04:15
15 319
18 667
33 986
04:30
16 364
15 632
31 996
04:45
34 36
253
396
396
1,608
30 16
155
657
578
2,641
64 52
408
1,053
974
4,249
05:00
05:15
46 383
34 758
80 1.141
05:30
63 410
49 625
112
1,035
05:45
108
419
56 680
164
1.099
06:00
149
1,061
404
1.591
65 373
590
2.136
214
1.434
994
3,727
06:15
176
410
81 616
257
1,026
06:30
278
346
98 482
376
828
06:45
458
431
129
448
587
879
07:00
400
2.151
374
1.328
157
774
352
1,502
557
2,925
726
2,830
07:15
484
372
184
414
668
786
07:30
625
331
201
384
826
715
07:45
642
251
232
352
874
603
08:00
560
2.243
328
1,096
224
1.008
320
1.324
784
3,251
648
2,420
0&15
610
290
269
364
879
654
0830
495
246
251
308
746
554
08:45
578
232
264
332
842
564
09:00
444
1.601
252
961
247
1,049
306
1,137
691
2.650
558
2,098
09:15
372
250
244
293
616
543
09:30
387
223
270
260
657
483
09:45
398
236
288
278
686
514
10:00
324
1,271
290
916
284
1.236
282
1.166
609
2,507
572
2.082
10:15
305
258
301
310
606
.568
10:30
318
214
332
286
650
500
10:45
324
154
319
288
643
442
11:00
359
1.376
172
588
370
1,406
212
910
729
2.782
384
1,498
11:15
328
160
340
268
668
429
11:30
345
140
378
216
723
356
11:45
344
116
318
214
662
330
Totals
10,516
15.138
6.802
20,192
17,318
35.330
Shcit%
60.7 42.8
39.3 57.2
Dav Totals
25.654
26,994
52,648
Dav Sal its
48.7 51.3
Peak Hour
07:30
05:30
10:45
05:15
07:30
05:15
Volume
2A37
1.643
1,407
2,653
3,363
4.269
Factor
0.95 0.98
0.93 0.88
0.96 0.94
Data -File. D0308124 Tat-
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Site: NEWPORT
Location
COAST HIGHWAY
Date: 08/16/03
Segment
E/O
SANTA
ANA RIVER
Client
: CITY NEWPORT BEA
Combined
DaT Saturday
Interval
EB
AM
WB
PM
AM
PM
Begin
AM
116
391
PM
385
1.482
141
535
416
1.639
257
926
801
3.121
12:00
12:15
102
341
146
406
248
747
12:30
86 366
112
388
198
223
754
819
12:45
87 96
292
390
357
1.497
136
124
408
429
408
1.678
220
700
765
3.175
01:00
01:15
66 360
100
386
166
746
01:30
62 400
106
426
169
146
826
838
01:45
68 60
183
380
435
1.747
78 72
228
458
409
1,738
132
411
844
3.485
02:00
02:15
54 398
56 450
I10
848
02.30 41
471
52 455
93 76
926
867
02:45
28 27
101
443
446
1,778
48 32
104
424
492
1.855
59 205
938
3.633
03:00
03:15
28 484
24 480
52 964
0330
26 446
26 463
52 42
909
822
03:45
20 10
67 402
403
1.682
22 24
75 420
378
1,637
34 142
781
3.319
04:00
04:15
15 417
24 431
39 848
04:30
14 416
l8
412
32 37
828
862
04:45
28 22
159
446
450
1,749
9 20
119
416
418
1,623
42 278
868
3,372
05:00
05:15
39 464
21 429
60 893
05:30
40 402
29 390
69 107
792
819
05:45
58 66
474
433
422
1.764
49 66
296
386
368
1,515
132
770
790
3,279
06:00
06:15
102
430
64 367
166
797
0630
120
476
74 410
194
278
886
806
06:45
186
147
739
436
440
1.490
92 120
582
370
360
1.514
267
1,321
800
3.004
07:00
07:15
173
400
135
366
308
766
07:30
178
340
149
400
327
419
740
698
07:45
241
208
1,021
310
330
1,232
178
182
930
388
352
1.355
390
1.851
682
2.587
08:00
08:15
229
328
214
336
443
664
0830
244
309
214
348
458
657
08:45
340
288
1,175
265
302
1.068
220
322
1,191
319
320
1,256
560
610
2,366
584
622
2.324
09:00
09:15
295
258
268
334
563
592
09:30
308
256
310
283
618
539
0945
284
252
291
319
575
571
I0:00
284
1,322
272
994
338
1,453
318
1.216
622
2.775
590
2.210
10:15
320
260
365
329
685
589
10:30
343
268
374
290
717
558
10:45
375
368
1,445
194
197
605
376
366
1,580
279
268
1.015
751
734
3.025
473
465
1.620
I1:00
11:15
369
138
412
301
781
439
11:30
344
133
424
226
768
359
11:45
364
137
378
220
742
357
Totals
7,369
17,088
7,401
18,041
14,770
35,129
Split%
49.9 48.6
50.1 51.4
Day Totals
24,457
25.442
49,899
Day Splits
49.0 51.0
Peal: Hour
10:45
02:30
11:00
02:45
10:45
02:30
Volume
1,456
1.844
1.580
1.859
3.034
3.695
Factor
0.97 0.95
0.93 0.94
0.97 0.96
Data Fik : D0308124 Ar 7
1350 Reynolds Avenue. Ste. 1 15
Irvine. CA. 92614
Site: NEWPORT
Location
COAST HIGHWAY
Date: 08/17/03
Segment
E/O
SANTA
ANA RIVER
Client
CITY NEWPORT BEA
Combined
Day: Sunday
Interval
EB
WB
Bcein
AM
PM
AM
PM
AM
PM
12:00
137
503
368
1,448
181
626
382
1,637
318
1,129
750
3.085
12:15
113
362
185
424
298
786
12:30
139
376
134
425
273
801
12:45
114
342
126
406
240
748
01:00
92 308
380
1,485
130
432
414
1,792
222
740
794
3,277
01:15
72 371
97 455
169
826
01:30
74 362
104
471
178
833
01:45
70 62
206
372
446
1,844
101
90 273
452
446
1,814
171
152
479
824
892
3,658
02:00
02:15
56 419
79 442
135
861
02:30
48 506
53 456
101
962
02:45
40 32
99 473
428
1.693
51 42
123
470
424
1.709
91 74
222
943
852
3.402
03:00
03:15
20 434
30 428
50 862
03:30
22 452
30 401
52 853
03:45
25 379
21 456
46 835
04:00
17 70
402
1,684
27 85
406
1,645
44 155
808
3.329
04:15
16 460
18 434
34 894
04:30
19 396
26 411
45 807
04:45
18 426
14 394
32 820
05:00
19 127
350
1,518
12 92
410
1,599
31 219
760
3.117
0:15
26 388
20 435
46 823
05:30
36 364
16 392
52 756
05:45
46 416
44 362
90 778
06:00
59 320
386
1.464
35 227
380
1,565
94 547
766
3.029
06:15
72 354
48 435
120
789
06:30
77 358
64 361
141
719
06:45
112
366
80 389
192
755
07:00
84 456
298
1,165
92 441
322
1,355
176
897
620
2.520
07:15
114
316
99 334
213
650
07:30
122
286
106
330
228
616
07:45
136
265
144
369
280
634
08:00
156
766
267
951
154
701
312
1,301
310
1.467
579
2.252
08:15
210
236
165
334
375
570
08:30
182
226
188
357
370
583
08:45
218
222
194
298
412
520
09:00
228
1,045
188
828
230
1.013
259
982
458
2.058
447
1.810
09:15
246
216
232
270
478
486
09:30
273
212
273
226
546
438
09:45
298
212
278
227
576
439
10:00
286
1.238
192
610
322
1.375
212
770
608
2.613
404
1.380
10:15
304
184
344
190
648
374
10:30
314
126
338
188
652
314
10:45
334
108
371
180
705
288
11:00
314
1,347
74 303
334
1,551
155
538
648
2,898
229
841
11:15
336
90 380
162
716
252
11:30
354
68 411
118
765
186
11:45
343
71 426
103
769
174
Totals
6.485
14.993
6.939
16.707
13.424
31.700
Split%
48.3 47.3
51.7 52.7
Day Totals
21,478
23,646
45.124
Day Splits
47.6 52.4
Peak Hour
11:00
02:00
11:00
01:15
11:00
02:00
Volume
1,347
1,844
1.551
1.824
2.898
3.658
Factor
0.95 0.91
0.91 0.97
0.94 0.95
Data File : D0308124
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Site: NEWPORT
Location
COAST HIGHWAY
Date: 08/18l03
Segment
E/O SANTA ANA RIVER
Client
CITY NEWPORT BEA
Combined
Day: Monday
Interval
EB
WB
Begin
AM
PM
1.257
AM
82 244
PM
318
1.236
AM
132
436
PM
636
2,493
12:0p
50 192
318
60 300
116
616
12:15
56 47
316
296
50 328
97 624
12:30
12:45
39 327
52 38
123
290
340
1,345
91 68
235
617
656
2.576
01:00
30 112
316
1,231
28 354
58 691
O1:15
30 337
286
31 322
63 608
01:30
32 20
292
26 329
46 621
01:45
02:00
18 54
271
1.158
32 84
303
1,392
50 138
574
2,550
02:15
14 298
20 374
34 30
672
617
02:30
12 274
18 14
343
372
24 687
02:45
03:00
10 10
42 315
286
1.264
9 36
444
1,855
19 78
730
3,119
03:15
9 302
9 414
18 19
716
834
03.30 13
368
6 12
466
531
22 839
03:45
04:00
10 13
77 308
300
1.278
11 51
528
2,224
24 128
828
3.502
04:15
9 320
6 561
15 40
881
899
04:30
22 314
18 16
585
550
49 894
04:45
05:00
33 47
246
344
332
1,333
26 151
630
2,614
73 397
962
3,947
05:15
42 308
30 698
72 1.006
996
05:30
70 332
40 664
110
142
983
05:45
87 139
906
361
308
1.268
55 66
365
622
600
2,062
205
1.271
908
3330
06:00
06:15
142
330
74 518
216
848
06:30
239
326
106
496
345
822
752
06:45
386
304
266
954
110
146
762
448
428
1,420
505
555
2,833
694
2,374
07:00
409
476
2,071
232
168
356
644
588
07:15
07:30
566
242
221
316
787
558
07:45
620
2,120
214
209
720
227
234
946
320
286
1.036
847
805
3,066
534
495
1.756
08:00
08:15
571
522
185
246
283
768
468
08:30
482
172
213
239
695
411
08:45
545
450
1,448
154
158
607
253
220
966
228
214
857
798
670
2,414
382
372
1.464
09:00
09:15
376
134
224
212
600
346
09:30
316
164
235
219
551
383
09:45
306
352
1,338
151
186
565
287
286
1,116
212
167
607
593
638
2,454
363
353
1,172
10:00
10:15
312
148
258
156
570
304
10:30
316
109
278
144
594
253
10:45
358
122
294
140
652
262
II:00
306
1,280
68 268
297
1.242
136
426
603
2.522
204
694
11:15
286
74 303
106
589
180
11:30
364
70 326
104
690
174
11:45
324
56 316
80 640
136
Totals
9,886
11,903
6,086
17.074
15,972
28.977
Split%
61.9 41.1
38.1 58.9
Day Totals
21.789
21160
44.949
Day Splits
48.5 51.5
Peak Hour
07:30
05:00
11:00
05:00
07:30
05:00
Volume
2,279
1.333
1.242
2.614
3.207
3.947
Factor
0.92 0.92
0.95 0.94
0.95 0.98
124
1350 Reynolds Avenue. Ste. 115
Irvine. CA. 92614
Location COAST HIGHWAY
Segment E/O SANTA ANA RIVER
CITY NEWPORT BE.A
Site: NEWPORT
Date: 08/19/03
Client
WB
Combined
Day Tuesday
Interval
EB
Begin
AM
PM
AM
PM
AM
PM
12:00
42 156
270
1.190
76 260
352
1.334
118
416
622
2.524
12:15
36 264
68 326
104
112
590
670
12:30
40 320
72 44
350
306
82 642
12:45
01:00
38 23
77 336
269
1.144
27 117
312
1.292
50 194
581
2,436
01:15
20 288
20 338
40 626
01:30
17 273
38 320
55 593
01:45
17 15
41 314
332
1.234
32 27
71 322
307
1,466
49 42
H2
636
639
2,700
02:00
02:15
17 280
22 368
39 648
02:30
7 304
15 386
22 690
02:45
2 12
43 318
296
1.260
7 13
40 405
440
1.866
9 25
83 723
736
3.126
03:00
03:15
6 288
13 408
19 696
03:30
14 348
10 490
24 838
03:45
11 19
74 328
324
1,316
4 12
48 528
602
2.374
15 31
122
856
926
3,690
04:00
04:15
10 342
6 530
16 872
04:30
10 291
12 628
22 919
04:45
35 27
259
359
338
1.622
18 18
153
614
711
2,869
53 45
412
973
1.049
4.491
05:00
05:15
55 424
34 716
89 1.140
05:30
66 442
40 752
106
1.194
05:45
111
136
934
418
390
1,492
61 64
333
690
717
2,376
172
200
1.267
1.108
1.107
3.868
06:00
06:15
174
370
73 606
247
976
06:30
254
352
79 584
333
936
06:45
370
380
117
469
487
849
07:00
441
2.236
348
1.163
134
728
422
1.509
575
2,964
770
2.672
07:15
514
296
162
423
676
719
07:30
608
264
194
349
802
613
07:45
673
255
238
315
911
570
08:00
664
2,381
212
841
222
1.036
306
1,166
886
3.417
518
2,007
08:15
606
189
266
330
872
519
08:30
572
220
256
268
828
488
08:45
539
220
292
262
831
482
09:00
446
1:516
180
683
296
1,159
252
939
742
2,675
432
1.622
09:15
353
168
293
272
646
440
09:30
345
163
276
217
621
380
09:45
372
172
294
198
666
370
10:00
335
1,227
162
596
294
1,121
189
743
629
2.348
351
1.339
10:15
288
174
264
200
552
374
10:30
305
138
290
196
595
334
10:45
299
122
273
158
572
280
11:00
302
1,230
110
321
260
1,115
168
509
562
2,345
278
830
11:15
300
84 269
128
569
212
11:30
330
69 284
128
614
197
11:45
298
58 302
85 600
143
Totals
10,174
12.862
6,181
1&443
16.355
31,305
Split%
62.2 41.1
37.8 58.9
Dav Totals 23,036 24.624 47,660
Day Splits 48.3 51.7
Peak Hour 07:30 05:15 09:00 05:15 07:45 05:15
Volume 2.551 1.674 1,159 2.875 3,497 4.549
Factor 0.95 0.95 0.98 0.96 0.96 0.95
Data File : D0308124 ,J G /„
1350 Reynolds Avenue. Ste. I IS
Irvine, CA. 92614
Location
COAST HIGHWAY
Site: NEWPORT
Segment
E/O SANTA
ANA RIVER
Date: 08/20/03
Client
CITY NEWPORT BEA
Interval
EB
WB
Combined
Day: Wednesday
Begin
AM
PM
AM
PM
AM
PM
12:00
52 156
314
1,262
78 245
362
1,323
130
401
676
2,585
12:15
40 312
52 332
92 644
12:30
28 300
60 314
88 614
12:45
36 336
55 315
91 651
01:00
30 117
322
1,240
47 139
345
1344
77 256
667
2,584
01:15
32 308
32 336
64 644
01:30
31 286
31 325
62 611
01:45
24 324
29 338
53 662
02:00
27 65
305
1,260
31 80
349
1,515
58 145
654
2,775
02:15
18 323
15 350
33 673
0230
8 300
16 381
24 681
02:45
12 332
18 435
30 767
03:00
10 37
287
1,215
10 40
442
1,920
20 77
729
3.135
03:15
9 311
10 418
19 729
03:30
6 295
9 486
15 781
03:45
12 322
M.
574
23 896
04:00
20 76
318
1,280
10 51
500
2,284
30 127
818
3,564
04:15
12 290
13 562
25 852
04:30
19 332
10 607
29 939
04:45
25 340
18 615
43 955
05:00
29 248
328
1,430
18 140
662
2,814
47 388
990
4,244
05:15
61 370
26 766
87 1,136
05:30
60 359
44 684
104
1,043
05:45
98 373
52 702
150
1,075
06:00
138
992
349
1,339
62 374
688
2,368
200
1,366
1,037
3,707
06:15
168
334
76 606
244
940
06:30
272
368
98,
592
370
960
06:45
414
288
138
482
552
770
07:00
443
2,312
279
1,040
150
881
432
1,505
593
3.193
711
2.545
07:15
547
225
212
397
759
622
07:30
624
278
245
331
869
609
07:45
698
258
274
345
972
603
08:00
594
2,372
218
827
262
1,108
288
1.096
856
3,480
506
1.923
08:15
611
221
280
314
891
535
08:30
577
194
272
268
849
462
08:45
500
194
294
226
884
420
09:00
481
1.571
209
720
265
1,012
268
1,044
746
2,583
477
1,764
09:15
387
174
268
303
655
477
09:30
338
183
228
230
566
413
09:45
365
154
251
243
616
397
10:00
310
1,168
162
558
256
1,082
214
762
566
2,250
376
1,320
10:15
285
154
264
213
549
367
10:30
287
124
274
173
561
297
10:45
286
118
288
162
574
280
11:00
288
1.192
82 301
285
1,204
144
497
573
2,396
226
798
11:15
322
78 289
126
611
204
11:30
286
79 284
122
570
201
11:45
296
62 346
105
642
167
Totals
10,306
12,472
6,356
18.472
16,662
30,944
Split%
61.9 40.3
38.1 59.7
Day Totals
22.778
24,828
47,606
Day Splits
47.8 52,2
Peak Hour
07:30
05:15
11:00
05:15
07:30
05:15
Volume
2,527
1,451
1,204
2,840
3,588
4,291
Factor
0.91 0.97
0.87 0.93
0,92
0.94 Data File : D0308124 T/�
1350 Reynolds Avenue, Ste. 1 l5
Irvine. CA. 92614
Site: NEWPORT
Location
COAST HIGHWAY
Date: 08/21/03
Segment
E/O
SANTA ANA RIVER
Client
CITY
NEWPORT BEA
Combined
Day: Thursday
Interval
EB
AM
WB
PM
AM
PM
Begin
AM
49 187
PM
324
1,264
9l
267
312
1,302
140
454
636
2.566
12:00
46 302
60 330
632
12;15
62 310
66 338
28 128
648
12:30
30 328
50 322
80 650
12:45
01:00
42 107
308
1.249
42 158
350
1.418
84 265
658
2.667
01 :15
20 323
46 346
66 40
669
649
01:15:30
16 299
24 46
350
372
75 691
01:45
29 14
63 319
306
1,299
14 66
366
1,538
28 129
672
2.837
02:00
l8
349
16 370
34 718
02:15
02:30
20 309
25 388
45 697
02:45
11 336
II
7 37
414
408
1,906
22 20
71 750
724
3.159
03:00
13 34
316
L253
478
22 793
03:15
11 5
315
308
11 11
442
16 750
03:30
03:45
5 314
8 10
42 578
550
2,428
13 28
120
892
852
3,758
04:00
18 78
302
1,330
586
29 910
04:15
16 324
13 9
618
23 956
04:30
14 30
338
366
10 674
40 1.040
04:45
05:00
30 248
382
1,506
22 154
664
2,839
52 402
1.046
4.345
05:15
40 368
36 765
76 114
1.133
1.090
05:30
72 378
42 54
712
698
160
1.076
05:45
106
132
997
378
318
1.356
54 391
660
2,329
186
1.388
978
3.685
06:00
06:15
183
334
82 590
265
924
906
06:30
256
380
109
526
365
572
877
06:45
426
413
2.219
324
311
1,113
146
154
850
553
508
1,574
567
3,069
2.687
07:00
07:15
524
304
186
396
710
71090
07:30
584
234
220
356
804
590
578
07:45
698
598
2,286
264
229
881
290
310
1.199
314
321
1,153
988
908
3.485
550
2.034
08:00
08:15
610
214
300
302
910
516
08:30
558
214
296
288
854
502
466
08:45
520
462
1.550
224
173
732
293
250
1.024
242
254
1.047
813
712
2,574
427
1,779
09:00
09:15
386
179
286
298
672
477
09:30
336
192
246
258
582
450
09:45
366
326
1,317
188
176
590
242
253
1,036
237
208
833
608
579
2.353
425
384
1,423
10:00
10:15
318
158
257
230
575
388
10:30
316
142
254
203
570
629
345
306
10:45
11:00
357
268
1,181
114
102
336
272
276
1,173
192
186
573
544
2.354
288
909
11:15
312
88 300
146
612
234
11:30
329
74 286
120
615
194
11:45
272
72 311
6397
121
18.940
583
16,664
193
31,849
Totals
10,267
12.909
Split'/0
61.6 40.5
38.4 59.5
Day Totals
23,176
25,337
48,513
Day Splits
47.8 52.2
Peak Hour
07:30
05:00
08:00
05:00
07:45
05:00
Volume
2.490
1.506
1.199
2,839
3.660
4,345
Factor
0.89 0.99
0.97 0.93
0.93 0.96
Data File : D0308124 C� f%
1350 Revnolds Avenue. Ste. I IS
Irvine. CA. 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date: 08/14/03
Segment
E/O 20TH STREET
Client
CITY NEWPORT BEA
Combined
Day: Thursday
interval
EB
WB
Begin
AM
PM
AM
50 170
PM
206
876
AM
114
349
PM
485
2,068
12:0p
64 179
279
1,192
44 238
82 541
12:15
38 40
303
332
46 214
86 546
1230
12:45
37 278
30 27
104
218
259
1.009
67 55
184
496
567
2,162
01:00
28 80
308
1,154
35 271
47 563
01:15
12 19
292
280
21 218
40 498
01:30
01:45
21 274
21 44
260
257
1,041
42 35
91 534
493
2.046
02:00
14 47
236
1.005
21 8
242
25 525
02:15
17 9
283
258
9 264
18 522
02:30
02:45
7 228
6 278
13 506
03:00
9 34
259
983
8 27
242
1,058
17 61
501
2.041
03:15
5 237
8 276
13 12
513
501
03:30
6 239
6 5
262
278
19 526
03:45
14 4
43 248
274
982
16 68
266
1.018
20 111
540
2,000
04:00
04:15
5 222
10 255
15 477
04:30
16 232
18 244
34 42
476
507
04A5
18 21
101
254
280
1,130
24 22
128
253
252
1,042
43 229
532
2.172
05:00
05:15
22 272
28 276
50 548
05:30
22 286
37 258
59 77
544
548
05:45
36 38
204
292
276
1,182
41 45
330
256
214
925
83 534
490
2,107
06:00
06:15
48 312
78 262
126
574
06:30
45 268
84 204
129
472
571
06:45
73 80
397
326
274
1,097
123
128
624
245
218
890
196
208
1.021
492
1.987
07:00
07:25
92 265
160
202
252
467
07:30
116
296
162
203
278
283
499
529
07:45
109
144
602
262
229
686
174
200
859
267
234
911
344
1.461
463
L597
08:00
08:15
152
190
220
239
372
429
08:30
126
199
211
232
337
431
08:45
180
667
68 166
641
228
179
791
206
186
685
408
329
1,458
274
352
1.326
09:00
09:15
150
149
151
214
159
363
3I0
09:30
182
162
193
174
375
336
09:45
186
162
205
166
391
328
10:00
196
948
161
577
203
781
152
543
399
1.729
313
1,120
10:15
248
166
170
142
418
308
10:30
272
140
209
128
481
268
10:45
232
261
1.122
110
104
337
199
164
778
121
107
336
431
425
1,900
231
211
673
11:00
11:15
284
82 232
94 516
176
11:30
297
83 196
77 493
160
11:45
280
68 186
58 466
126
Totals
4,424
W.966
4,704
10.333
9.128
21.299
Split%
48.5 51.5
51.5 48.5
DavTotals
15.390
15,037
30.427
Dav Splits
30.6 49.4
Peak Hour
I1:00
12:15
08:00
03:15
I1:00
12:30
Volume
1,122
1.221
859
1,082
1,900
2,172
Factor
0.94 0.92
0.94 0.97
0,92
0.96 1350 Reynolds Avenue. Ste 115
Irvine. CA. 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date: 08/15/03
Segment
E/O20TH STREET
Client
CITY NEWPORT BEA
Canbined
Combined
-- Day: Friday
Interval
WB
Beein
AM
PM
AM
PM
AM
PM
12:00
74 192
282
1.234
70 237
229
895
144
429
511
2.129
12:15
50 339
51 208
101
86 547
503
1230
32 313
54 62
190
268
98 568
12:45
01:00
36 40
115
300
288
1.173
36 90
250
1,000
76 205
538
2,173
O1:15
23 309
21 232
44 36
541
547
01:30
25 292
11 22
255
263
49 547
01:45
02:00
27 26
76 284
290
1.121
12 55
238
994
38 131
528
2.115
02:15
21 278
12 262
33 29
540
530
02:30
15 290
14 17
240
254
31 517
02:45
03:00
14 12
30 263
254
1.039
15 48
272
1,079
27 78
526
2.118
03:15
5 255
10 296
15 20
551
503
03:30
8 252
12 251
260
16 538
03:45
04:00
5 5
53 278
224
1.003
11 20
62 283
1.079
25 115
507
2.082
04:15
7 236
11 278
18 514
04:30
17 271
19 274
36 36
545
516
04:45
24 30
155
272
271
1,188
12 19
132
244
232
1.000
49 287
503
2,188
05:00
0515
42 270
39 282
81 552
05:30
42 327
38 226
80 553
05;45
41 44
203
320
318
1.238
36 70
336
260
250
944
77 114
539
580
568
2.182
06:00
06:15
54 292
69 236
123
528
06:30
45 308
95 242
140
550
06:45
60 320
290
1.138
102
142
621
216
237
978
162
240
1,076
536
527
2.116
07:00
07:15
98 101
455
290
131
266
232
556
07:30
112
270
148
212
260
482
07:45
144
172
619
288
259
957
200
192
842
263
256
924
344
364
1,461
551
515
1.881
08:00
08:15
139
227
180
220
319
447
08:30
156
231
212
228
368
459
08:45
152
158
704
240
214
775
258
206
789
220
184
722
410
364
1.493
460
398
1,497
09:00
09:15
180
176
200
195
380
371
09:30
174
181
195
171
369
352
09:45
192
204
188
172
380
376
10:00
208
933
164
676
192
811
198
770
400
1,744
362
1.446
10:15
214
200
179
188
393
388
10:30
252
172
215
206
467
378
10:45
259
255
1.150
140
128
463
225
195
859
178
148
571
484
450
2.009
318
276
1.034
I1:00
11:15
286
119
212
140
498
259
11:30
281
112
216
150
497
262
11:45
328
104
236
133
564
237
Totals
4.685
12,005
4,882
10,956
9,567
22,961
SD10/p
49.0 52.3
51.0 47.7
Day Totals
16,690
15.838
32.528
Day Splits
51.3 48.7
Peak Hour
11:00
0530
08:30
03:45
11:00
05:15
Volume
1.150
1.257
876
1,095
2.009
2.253
Factor
0.88 0.96
0.85 0.97
0.89 0.97
Data File : D0308129 I l Co
1350 Reynolds Avenue. Ste. It
Irvine. CA. 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date: O8/16/03
Segment
E/O
20TH STREET
Client
CITY NEWPORT BEA
Combined
�Y Saturday
Interval
EB
AM
WB
PM
AM
PM
Begin
AM
78 291
PM
374
1.367
120
365
196
913
198
656
570
2.280
12:00
12:15
72 346
90 250
162
596
12:30
77 316
82 223
159
137
539
575
12:45
64 56
212
331
296
1,347
73 59
278
244
222
994
115
490
518
2.341
01:00
01:15
50 375
80 270
130
645
01:30
48 336
78 248
126
119
584
594
01:45
58 141
340
368
1,409
61 48
144
254
261
1.089
90 285
629
2.498
02:00
42 40
352
38 266
78 618
02:15
02:30
37 339
21 284
58 623
628
02:45
22 25
62 350
342
1.366
37 26
68 278
303
1.147
59 51
130
645
2.513
03:00
336
20 274
31 610
03:15
03:30
11 13
346
9 282
22 628
03:45
13 342
13 12
59 288
278
1.118
26 27
137
630
645
2.395
04:00
15 78
367
L277
14 280
27 591
04:15
13 311
304
19 263
44 567
04:30
25 25
295
14 297
39 592
04:45
05:00
32 175
322
1.308
18 109
326
1,198
50 284
648
2,506
05:15
32 336
28 294
60 86
630
592
05:30
55 324
31 32
268
310
88 636
05:45
56 48
226
326
336
1.325
29 191
359
1.278
77 417
695
2,603
06:00
06:15
56 319
34 328
90 647
06:30
54 312
54 288
108
142
600
661
06:45
68 84
387
358
340
1.222
74 76
349
303
277
1,201
160
736
617
2.423
07:00
07:15
91 275
72 284
163
559
07:30
90 327
93 340
183
230
667
580
07:45
122
659
230
265
1.050
108
125
599
300
280
1,142
269
L258
545
2.192
08:00
08:15
144
143
264
122
310
265
574
08:30
158
263
155
276
313
539
08:45
214
258
764
197
191
859
276
248
978
411
421
1,873
534
436
1.742
09:00
230
1.014
188
200
246
436
438
09:15
0930
236
254
192
198
238
232
492
420
09:45
294
196
660
230
241
936
252
220
958
524
542
2,115
448
402
1,618
10:00
301
1.179
182
222
266
492
440
10:15
10:30
270
308
174
168
234
242
542
410
10:45
300
136
148
482
239
210
874
230
214
750
539
492
2,194
366
362
1.232
11:00
11:15
282
330
1,320
112
206
212
536
324
11:30
377
136
222
178
599
314
11:45
331
86 236
146
567
232
Totals
5.744
13.577
4,831
12.766
10.575
26.343
Split%
54.3 51.5
45.7 48.5
Day Totals
19,321
17.597
36.918
Day Splits
52.3 47.7
Peak Hour
11:00
01;15
10:00
05:45
11:00
06:00
Volume
1.320
1.419
936
1.285
2.194
2.603
Factor
0.88 0.95
0.97 0.89
0.92 0.94
Data File: D0308129 L ) u
1350 Reynolds Avenue. Ste. 115
Irvine, CA. 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date: 08/ 17/03
Segment
E/O 20TH STREET
Client
CITY NEWPORT
BEA
Combined
Day: Sunday
Interval
EB
WB
Begin
AM
PM
AM
PM
AM
PM
12:00
92 318
367
1.425
150
458
220
910
776
5870
2.335
12:15
84 368
l00
222
184
84 170
590
600
12:30
74 366
96 112
234
234
180
558
12:45
01:00
68 50
193
324
357
1.467
76 282
269
1.020
126
475
626
2.487
01:15
40 356
92 243
132
105
599
630
01:30
53 382
52 62
248
260
112
632
01:45
02:00
50 52
149
372
350
1.402
48 128
251
1.061
100
277
601
2,463
02:15
42 394
34 273
76 56
667
618
02:30
30 346
26 20
272
265
45 577
02:45
03:00
25 24
76 312
369
1.342
20 69
290
1,147
44 145
659
2,489
03:15
18 358
16 262
34 620
580
03:30
14 303
16 17
277
318
30 37
630
03:45
04:00
20 9
90 312
312
1.293
Il
50 280
1,180
20 140
592
2,473
04:15
23 322
13 286
36 608
04:30
26 327
14 322
40 649
04:45
32 51
174
332
334
1,208
12 15
65 292
272
1,219
44 66
239
624
606
2,427
05:00
05:15
29 318
20 319
49 637
05:30
54 286
16 300
70 586
05:45
40 192
270
270
1.056
14 24
140
328
224
1,040
54 88
332
598
494
2.096
06:00
06:15
64 36
268
36 248
72 516
0630
43 264
46 274
89 538
06:45
49 70
359
254
268
912
34 63
275
294
283
1,213
83 133
634
548
551
2,125
07:00
07:15
67 224
60 306
127
530
07:30
96 250
72 314
168
564
07:45
126
170
165
611
80 100
462
310
284
1.030
206
282
1,033
480
449
1,641
08:00
08:15
182
108
571
144
114
260
222
404
08:30
105
162
128
251
233
413
08:45
176
140
167
604
120
192
636
235
186
705
296
394
1.664
375
353
1.309
09:00
09:15
202
224
1,028
146
140
190
364
336
09:30
272
143
156
168
428
311
09:45
330
148
148
161
478
309
10:00
286
1,103
143
439
180
735
154
516
466
1.838
297
955
10:15
260
129
192
130
452
259
10:30
270
90 178
130
448
220
10:45
287
77 185
102
472
179
11100
302
1,339
80 293
232
904
98 315
534
2,243
178
608
11:15
364
67 254
95 618
162
11:30
326
82 200
70 526
152
11:45
347
64 218
52 565
116
Totals
5.592
12,052
4.204
11,356
9,796
23.408
Split%
57.1 51.5
42.9 48.5
Day Totals
17.644
15,560
33.204
Day Splits
53.1 46.9
Peak Hour
11:00
01:30
11:00
05:00
11:00
01:30
Volume
1.339
1,498
904
1.219
2.243
1530
Factor
0.92 0.95
0.89 0.93
0.91 0.95
,)- lbz-
1350 Reynolds Avenue, Ste. I IS
Irvine, CA 92614
Site: NEWPORT
Location
BALBOA BOULEVARD
Date: 08/ 18/03
Segment
E/O
20TH STREET
Client
: CITY NEWPORT BEA
Combined
Day: Monday
Interval
EB
WB
Begin
AM
PM
AM
PM
AM
PM
12:00
36 122
217
1.017
44 138
186
824
80 260
403
1,841
12:15
24 256
40 216
64 55
472
472
12:30
27 262
28 26
210
212
61 494
12:45
01:00
35 22
75 282
248
1,008
30 85
198
842
52 160
446
I,850
01:15
21 272
19 198
40 470
01:30
IS
260
22 234
37 31
494
440
01:45
17 18
45 228
261
971
14 10
47 212
208
890
28 92
1.851
02:00
02:15
12 264
21 226
33 469
90 02:30
8 222
11 218
19 440
02:45
7 224
5 6
22 228
212
961
12 13
45 452
422
1.838
03:00
7 23
210
877
466
03:15
5 213
6 4
253
260
Il
11 481
03:30
7 4
221
233
6 236
10 469
03:45
04:00
2 38
241
968
7 46
230
912
9 84
471
1.880
04:15
7 234
11 246
18 480
04:30
10 238
14 196
24 434
04:45
19 20
110
255
266
1,097
14 30
157
240
218
823
33 50
267
495
484
1,920
05:00
05:15
24 312
34 208
58 520
05:30
28 258
36 194
64 452
05:45
38 40
193
261
292
1.095
57 64
320
203
212
856
95 104
513
464
504
1,951
06:00
06:15
44 260
68 212
112
472
06:30
41 290
94 205
135
495
06:45
68 102
422
253
230
907
94 110
583
227
178
699
162
212
1.005
480
408
1,606
07:00
07:15
94 262
146
200
240
462
07:30
96 212
156
165
252
377
07:45
130
496
203
212
732
171
180
723
156
197
709
301
296
1,219
359
409
1,441
08:00
08:15
116
108
158
180
202
288
360
08:30
122
182
181
182
303
364
08:45
I50
I80
192
128
332
308
09:00
171
616
138
525
133
604
126
508
304
1.220
264
1,033
09:15
153
135
140
126
293
261
09:30
143
120
152
132
295
252
09:45
149
132
179
124
328
256
10:00
198
748
122
379
198
738
98 347
396
1.486
220
726
10:15
164
101
184
104
348
205
10:30
188
94 176
81 364
175
10:45
198
62 180
64 378
126
11:00
214
930
75 211
194
770
69 221
408
1,700
144
432
11:15
202
52 221
63 423
115
11:30
250
40 174
42 424
82 11:45
264
44 181
47 445
91 Totals
3.818
9.787
4.233
8.582
8,051
18369
Split%
47.4 53.3
52.6 46.7
Day Totals
13,605
12.815
26,420
Day Splits
51.5 48.5
Peak Hour
11:00
05:15
10:30
03:15
11:00
04:45
Volume
930
1.123
771
979
1,700
1.951
Factor
0.88 0.90
0.87 0.94
0.96 0.94
Data File : D0308129 - ( 10
1350 Revnolds Avenue. Ste. 115
Irvine. CA. 92614
Location
BALBOA BOULEVARD
Site: NEWPORT
Seement
E/O 20TH STREET
Date: 08/19/03
Client
CITY
NEWPORT BEA
Interval
EB
WB
Combined
DayTuesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
50 146
253
1.030
43 164
202
825
93 310
455
1.855
12:15
34 266
44 204
78 470
12.30 34
264
43 196
77 460
12:45
28 247
34 223
62 470
01:00
21 63
230
973
24 69
196
852
45 132
426
1,825
01:15
9 272
21 234
30 506
01:30
22 242
12 217
34 459
01:45
11 229
12 205
23 434
02:00
10 35
228
921
12 28
218
881
22 63
446
1,802
02:15
13 260
4 223
17 483
02:30
7 216
10 226
17 442
02:45
5 217
2 214
7 431
03:00
5 19
236
929
6 17
223
908
11 36
459
1,837
03:15
5 216
4 245
9 461
03:30
4 240
3 232
7 472
03:45
5 237
4 208
9 445
04:00
2 34
226
902
4 36
240
949
6 70
466
1.851
04:15
9 214
9 251
18 465
04:30
10 244
9 238
19 482
04:45
13 218
14 220
27 438
05:00
20 78
256
1,060
18 115
199
807
38 193
455
1,867
05:1-5
20 252
23 200
43 452
05.30 16
300
34 184
50 484
05:45
22 252
40 224
62 476
06:00
25 161
278
1.144
54 277
216
794
79 438
494
1.938
06:15
38 280
52 210
90 490
06:30
50 286
82 188
132
474
06:45
48 300
89 180
137
480
07:00
76 408
270
1,002
98 533
182
762
174
941
452
1,764
07:15
106
272
130
202
236
474
07:30
102
242
159
174
261
416
07:45
124
218
146
204
270
422
08:00
L32
538
197
693
176
782
184
684
308
1.320
381
1.377
08:I5
135
168
204
188
339
356
08:30
131
146
180
162
311
308
08:45
140
182
222
150
362
332
09:00
158
602
168
609
184
693
140
488
342
1.295
308
1.097
09:15
156
145
153
136
309
281
09:30
136
158
172
112
308
270
09:45
152
138
184
100
336
238
10:00
179
823
131
433
155
710
108
386
334
1.533
239
819
10:15
187
120
153
102
340
222
10:30
237
87 191
91 428
178
10:45
220
95 211
85 431
180
11:00
230
978
76 244
201
810
94 266
431
1.788
170
510
11:15
208
66 220
58 428
124
11:30
248
52 194
58 442
I10
11:45
292
50 195
56 487
106
Totals
3.885
9,940
4,234
8.602
8.119
18.542
Split%
47.9 53.6
52.1 46.4
Dav Totals
13.825
12,836
26,661
Day Splits
51.9 48.1
Peak Hour
11:00
06:00
10:45
04:00
11:00
05:30
Volume
978
1,144
826
949
1388
1.944
Factor
0.84 0.95
0.94 0.95
0.92 0.98
08129 j-16 1
1350 Revnolds Avenue. Ste. 115
Irvine. CA. 92614
Location
BALBOA BOULEVARD
Site: NEWPORT
Segment
E/O 20TH STREET
Date: 08/20/03
Client
CITY
NEWPORT BEA
Interval
EB
WB
Combined
Day: Wednesdav
Begin
AM
PM
AM
PM
AM
PM
12:00
38 135
278
1.032
40 113
162
657
78 248
440
1,689
12:15
43 238
28 148
71 386
12:30
31 270
21 174
52 444
12:45
23 246
24 173
47 419
01:00
26 91
248
972
32 92
176
687
58 183
424
1.659
01:15
28 239
26 154
54 393
01:30
21 224
26 168
47 392
01:45
16 261
8 189
24 450
02:00
18 50
211
901
9 34
180
781
27 84
391
1,682
02:15
17 254
12 199
29 453
02:30
7 228
6 208
13 436
02:45
8 208
7 194
15 402
03:00
6 22
238
897
5 24
201
857
11 46
439
1,754
03:15
5 197
7 208
12 405
0330
5 210
8 240
13 450
03:45
6 252
4 208
10 460
04:00
6 36
220
963
10 44
220
855
16 80
440
1,818
04:13
9 234
8 218
17 452
04:30
8 257
(0
215
18 472
04:45
13 252
16 202
29 454
05:00
17 94
252
1,081
18 132
211
840
35 226
463
1,921
05:15
31 268
25 234
56 502
05:30
22 274
29 190
51 464
05:45
24 287
60 205
84 492
06:00
30 193
270
1,068
46 300
232
740
76 493
502
1.808
06:15
46 282
60 182
106
464
06:30
58 262
88 156
146
418
06:45
59 254
106
170
165
424
07:00
114
434
224
894
108
532
169
671
222
966
393
1.565
07:15
94 230
138
174
232
404
07:30
114
228
138
186
252
414
07:45
112
212
148
142
260
354
08:00
112
524
198
743
174
689
176
606
286
1.213
374
1.349
08:15
144
190
144
172
288
362
08:30
140
171
211
130
351
301
08:45
128
184
160
128
288
312
09:00
159
637
175
628
162
596
160
524
321
1.233
335
1.152
09:15
143
144
138
122
281
266
09:30
173
145
146
130
319
275
09:45
162
164
150
112
312
276
10:00
227
835
145
433
152
616
110
443
379
1.451
255
876
10:15
190
120
158
120
348
240
10:30
224
90 156
129
380
219
10:45
194
78 150
84 344
162
11:00
204
1,002
71 256
176
649
72 237
380
1,651
143
493
11:15
260
59 154
58 414
117
11:30
278
52 164
47 442
99 11:45
260
74 155
60 415
134
Totals
4.053
9.868
3.821
7.898
7.874
17.766
Split%
51.5 55.5
48.5 44.5
Day Totals
13.921
11.719
25.640
Day Splits
54.3 45.7
Peak Hour
11.00 05:30
08:00
03:30
11:00
05:15
Volume
1.002
1,113
689
886
1.651
1.960
Factor
0.90 0.97
0.82 0.92
0.93 0.98
Data File : D0308129 S
J' 16
THIS PAGE INTENTIONALLY LEFT BLANK
APPENDIX K
DAILY VOLUME COUNT DATA FOR NEWPORT BOULEVARD
OVER THREE WEEKS
Headingl
Heading2
Heading3
Titlel
Newport Blvd.
Site:
Titlel
Btwn 32nd & Finley
Date: 08/07/03
Title3
Counter #0024
Interval
NB
SIB
Combined
Day: Thursday
Begin
AM PM
AM
PM
AM
PM
12:00
12:15
* `
•
`
`
`
12:30
` *
*
`
*
►
01:00
• •
*
`
+
+
01:15
* •
+
+
+
+
01:30
► ►
r
+
►
►
01:45
* '
•
+
*
+
02:00
* 0
974
+
1 1,012
+
1 1,986
02:15
* 308
►
354
+
662
02:30
* 330
+
310
►
640
02:45
• 336
►
347
•
683
03:00
► 350
1,394
►
366
1,464
*
716
2,858
03:15
* 318
+
360
►
678
03:30
► 368
r
376
*
744
03:45
* 359
►
362
►
720
04:00
* 348
1,438
►
323
1,380
+
671
2,818
04:15
* 350
*
343
►
693
04:30
" 346
•
336
+
682
04:45
* 394
+
378
►
772
05:00
* 378
1,447
►
406
1,662
*
784
3,109
05:15
* 338
*
414
•
752
053,0
* 361
*
426
*
787
05:45
* 370
*
416
*
786
06:00
* 352
1,360
*
476
1,845
*
828
3,205
06:15
* 348
•
426
+
774
06:30
+ 325
*
480
•
805
06:45
► 335
*
463
•
798
07:00
* 325
1,316
►
412
1,604
*
737
2,920
07:15
* 332
"
422
*
754
07:30
* 298
+
438
+
736
07:45
* 361
*
332.
*
693
08:00
* 378
1,291
"
350
1,201
•
728
2,492
08:15
* 324
►
301
*
625
08:30
* 290
*
298
*
588
08:45
* 299
*
252
+
551
09:00
* 332
1,112
•
247
980
'
579
2,092
09:15
* 270
►
235
►
505
09:30
► 278
►
264
+
542
09:45
* 232
►
234
+
466
10:00
* 244
877
•
225
800
•
469
1,677
10:15
* 231
*
190
*
421
10:30
* 196
*
187
*
383
10:45
* 206
*
198
►
404
11:00
* 146
521
►
146
449
+
292
970
11:15
* .140
►
110
*
250
11:30
* 117
+
101
*
218
11:45
* 118
*
92 *
210
Totals
0 11,730
0 12,397
0 24,127
Split+/u
► 48.6
►
51.4 Day Totals
11,730
12,397
24,127
Say Splits
48.6 51.4
leak Hour
* 04:45
+
06:00
*
06:00
Volume
* 1,471
*
1,845
+
3,205
.--actor
• 0.93
*
0.96 *
0.97 Data File : $TM$0001 ✓ Printed : 8/11/2003 Page : l
r1caullig[
Heading3
Site:
Titlel
: Newport Blvd.
Date: 08/08/03
Titlel
Btwn 32nd & Finley
TWO
: Counter #0024
SIB
Combined
Day: Friday
Interval
AM
NB
PM
AM
PM
AM
--
PM
Begin
12:00
1i5
358
376
1,633
90 272
386
1,601
205
630
762
3,234
12:15
104
416
78 396
182
812
12:30
78 415
58 404
136
819
12:45
61 426
46 415
107
841
01:00
90 292
402
1,416
52 178
436
1,627
142
470
838
3,043
01:15
66 358
44 393,
110
751
01:30
72 318
48 396
120
714
01:45
64 338
34 402
98 740
02:00
52 123
362
1,462
33 91
397
1,509
85 214
759
2,971
02:15
26 380
24 381
50 761
02:30
23 354
17 388
40 742
02:45
22 366
17 343
39 709
03:00
10 38
358
1,477
14 40
384
1,496
24 78
742
2,973
03:15
10 370
8 362
18 732
03:30
8 404
8 376
16 780
03:45
10 345
10 374
20 719
04:00
11 59
365
1,543
12 67
356
1,582
23 126
721
3,125
04:15
10 380
7 406
17 786
04:30
16 436
18 412
34 848
04:45
22 362
30 408
52 770
05:00
21 190
392
1,402
32 216
440
1,815
53 406
832
3,217
05:15
42 354
37 455
79 809
05:30
64 302
64 477
128
779
05:45
63 354
83 443
146
797
06:00
79 471
324
1,324
78 439
460
1,910
157
910
784
3,234
06:15
102
328
107
504
209
832
06:30
128
350
108
498
236
848
06:45
162
322
146
448
308
770
07:00
165
965
345
1,295
184
749
386
1,564
349
1,714
731
2,859
07:15
241
344
193
392
434
736
07:30
285
311
190
375
475
686
07:45
274
295
182
411
456
706
08:00
281
1,152
361
1,328
202
850
408
1,340
483
2,002
769
2,668
08:15
266
344
184
342
450
686
09:30
295
294
196
302
491
596
08:45
310
329
268
288
578
617
09:00
249
1,068
284
1,200
222
1,084
354
1,243
471
2,152
638
2,443
09:15
268
306
256
290
524
596
09:30
271
290
278
306
549
596
09:45
280
320
328
293
608
613
10:00
254
1,117
315
1,170
337
1,470
286
1,006
591
2,587
601
2,176
10:15
260
296
361
251
621
547
10:30
312
289
402
255
714
544
10:45
291
270
370
214
661
484
11:00
250
1,112
260
944
422
1,652
228
743
672
2,764
488
1,687
11:15
310
262
381
197
691
459
11:30
268
238
411
156
679
394
11:45
284
184
438
162
722
346
Totals
6,945
16,194
7,108
17,436
14,053
33,630
Split%
49.4 48.2
50.6 51.8
Day Totals
23,139
24,544
47,683
Day Splits
48.5 51.5
Peak Hour
10:30
12:15
11:00
06:00
11:00
12:15
Volume
1,163
1,659
1,652
1,910
2,764
0.96 3,310
0.98 Factor
0.93 0.97
0.94 0.95
Data File: $TM$OOOi Printed : 8/11/2003 Page: 2
Ky
Headmgd
Heading3
Site:
Titlel
Newport Blvd.
Date: 08/09/03
Title2
: Btwn 32nd & Finley
TWO
Counter ##0024
SIB
Combined
Day: Saturday
Interval
AM
N/8
PM
AM
PM
AM
PM
Begin
182
-
715 286
1,239
143
458
420
1,659
325
1,173
706
2,898
12:00
12:15
198
312
116
409
314
721
12:30
199
323
112
428
311
751
12:45
136
318
87 402
223
720
01:00
115
438 318
1,270
76 261
426
1,632
191
699
744
2,902
01:15
99 302
66 418
165
720
01:30
109
314
56 382
165
696
01:45
115
336
63 406
178
742
02:00
96 251 318
1,397
45 147
392
1,613
141
398
710
3,010
02:15
66 364
45 416
111
780
02:30
49 352
32 418
81 770
02:45
40 363
25 387
65 750
03:00
33 99 354
1,441
25 99
377
1,552
58 198
731
2,993
03:15
22 356
26 408
48 764
03:30
20 368
20 381
40 749
03:45
24 363
28 386
52 749
04:00
25 86 358
1,522
21 97
420
1,633
46 183
778
3,155
04:15
16 390
22 398
38 798
04:30
20 404
18 402
38 806
04:45
25 370
36 413
61 783
05:00
22 121 392
1,610
42 203
422
1,699
64 324
814
3,309
05:15
29 402
41 402
70 804
05:30
32 418
58 453
90 871
05:45
38 398
62 422
100
820
06:00
39 252 417
1,581
72 504
430
1,627
111
756
847
3,208
06:15
55 404
106
406
161
810
06:30
59 384
146
406
205
790
06:45
99 376
180
385
279
761
07:00
91 517 364
1,582
175
760
371
1,512
266
1,277
735
3,094
07:15
112
406
170
412
282
818
07:30
134
404
183
387
317
791
WAS
180
408
232
342
412
750
08:00
222
941 382
1,535
206
994
336
1,251
428
1,935
718
2,786
08:15
212
359
236
296
448
655
08:30
234
426
272
319
506
745
08:45
273
368
280
300
553
668
09:00
294
1,208 418
1,410
278
1,334
316
1,223
572
2,542
734
2,633
09:15
288
349
314
286
602
635
09:30
326
326
364
331
690
657
09:45
300
317
378
290
678
607
10:00
356
1,334 338
1,278
388
1,606
294
1,039
744
2,940
632
2,317
10:15
302
364
416
268
718
632
10:30
362
316
412
248
774
564
10:45
314
260
390
229
704
489
11:00
318
1,283 304
1,017
444
1,759
240
822
762
3,042
544
1,839
11:15
339
268
423
208
762
476
11:30
338
234
438
204
776
438
11:45
288
211
454
170
742
381
Totals
7,245
16,882
8,222
17,262
15,467
34,144
Split%
46.8 49.4
53.2 50.6
Day Totals
24,127
25,484
49,611
Day Splits
48.6 51.4
Peak Hour
10:00
05:30
11:00
05:30
11:00
05:30
Volume
1,334
1,637
1,759
1,711
3,042
0.98 3,348
0.96 Factor
0.92 0.98
0.97 0.94
Data File : $TM$0001 5 Printed : 8/11/2003 Page : 3
,/
Heading2
Heading3
Site:
Titlel
Newport Blvd.
Date: 08/10/03
Titlel
13twn 32nd & Finley
TWO
Counter #0024
SIB
Combined
Day: Sunday
interval
Begin
AM
NB
PM
AM
PM
AM
PM
12:00
203
715 272
1,186
152
518
398
1,632
355
1,233
670
2,818
12:15
194
327
126
408
320
735
12:30
174
294
124
410
298
704
12:45
144
293
116
416
260
709
01:00
180
577 315
1,280
96 324
384
1,614
276
901
699
2,894
01:15
136
314
80 411
216
725
01:30
138
325
82 410
220
735
O1:45
123
326
66 409
189
735
02:00
118
292 348
1,418
65 181
386
1,589
183
473
734
3,007
02:15
74 338
49 387
123
725
02:30
50 380
38 420
88 800
02:45
50 352
29 396
79 748
03:00
34 95 333
1,457
24 88�
384
1,579
58 183
717
3,036
03:15
27 364
24 385
51 749
03:30
19 354
20 402
39 756
03:45
15 406
20 408
35 814
04:00
19 62 424
1,556
18 119
409
1,515
37 181
833
3,071
04:15
l0
362
15 350
25 712
04:30
14 390
34 386
48 776
04:45
19 380
52 370
71 750
05:00
7 76 407
1,548
45 220
424
1,600
52 296
831
3,148
05:15
24 352
52 390
76 742
05:30
29 425
59 406
88 831
05:45
16 364
64 380
80 744
06:00
92 181 395
1,561
80 416
362
1,465
112
597
757
3,026
06:15
40 396
104
364
144
760
06:30
51 402
96 376
147
778
06:45
58 368
136
363
194
731.
07:00
66 366 366
1,514
142
619
338
1,362
208
985
704
2,876
07:15
90 373
133
378
223
751
07:30
98 379
156
342
254
721
07:45
112
396
188
304
300
700
09:00
144
691 388
1,618
154
770
288
1,072
298
1,461
676
2,690
08:15
184
396
178
260
362
656
08:30
168
414
192
284
360
698
08:45
195
420
246
240
441
660
09:00
208
842 447
1,354
298
1,279
250
862
506
2,121
697
2,216
09:15
218
343
265
208
483
551
09:30
190
298
324
184
514
482
09:45
226
266
392
220
618
496
10:00
235
979 300
897
396
1,649
208
625
631
2,628
508
1,522
10:15
209
204
428
146
637
350
10:30
242
222
399
156
641
378
10:45
293
171
426
115
719
286
11:00
306
1,163 166
551
428
1,676
106
346
734
2,839
272
897
11:15
310
156
421
88 731
244
11:30
256
124
414
87 670
211
11:45
291
105
413
65 704
170
Totals
6,039
I5,940
7,859
15,261
13,898
31,201
Split%
43.5 51.1
56.5 48.9
Day Totals
21,979
23,120
45,099
Day Splits
48.7 51.3
Peak Hour
10:45
08:15
10:45
12:00
10:45
2,854
04:45
3,154
Volume
1,165
1,677
1,689
0.99 1,632
0.98 0.97
0.95 Factor
0.94 0.94
Printed : 8/1 l/20O3 Page : 4
Data File: $TMS0001 1,
tieaotng2
Heading3
Titlel
Newport Blvd.
Site:
Date: 08/11/03
Title2
Btwn 32nd & Finley
TWO
Counter #0024
N/B
S/B
Combined
Day: Monday
Interval
Begin
AM PM
AM
PM
AM
PM
12:00
82 258 *
56 207
"
138
465
12:15
76 *
56 "
132
+
12:30
50 "
61 "
111
12:45
50 "
34 •
84 01:00
46 156 "
36 117
*
82 273
01:15
57 "
22 +
79 +
01:30
28 *
38 *
66 01:45
25 *
21 *
46 02:00
33 92 *
10 59
•
43 151
02:15
23 *
22 "
45 02:30
18 *
9 r
27 r
02:45
18 *
18 *
36 "
03:00
9 36 *
9 37
*
18 73
"
03:15
9 r
8 *
17 +
03:30
10 w
11 +
21 03:45
8 +
9 *
17 04:00
12 48 +
10 64
•
22 112
"
04:15
8 *
11 *
19 +
04:30
18 "
15 *
33 +
04:45
10 *
28 *
38 r
05:00
30 192 *
28 168
*
58 360
+
05:15
30 *
42 *
72 w
05:30
56 +
38 "
94 "
05:45
76 +
60 *
136
+
06:00
95 495 +
96 415
*
191
910
"
06:15
100 *
107
*
207
+
06:30
114 +
104
*
218
"
06:45
186 *
108
*
294
+
07:00
202 1,016 *
149
655
+
351
1,671
+
07:15
250 +
140
+
390
07:30
290 "
182
*
472
"
07:45
274 +
184
+
458
08:00
306 1,147 *
219
896
*
525
2,043
"
08:15
252 +
198
+
450
+
08:30
299 *
215
+
514
08:45
290 +
264
+
554
09:00
6 6 +
6 6
•
12 12
+
09:15
0 *
0 +
0 w
09:30
0 *
0 *
0 09A5
0 *
0 *
0 w
10:00
0 r
0 r
0 r
10:15
* ►
w
r
+
+
10:30
* +
+
+
•
+
10:45
+ +
w
w
+
11:00
11:15
11:30
11:45
* •
+
*
w
w
Totals
3,446 0
2,624
0 6,070
0 Split%
56.8 "
43.2 "
Day Totals
3,446
2,624
6,070
Day Splits
56.8 43.2
Peak Hour
08:00 *
08:00
"
09:00
Volume
1,147 *
896
*
2,043
Factor
0.94 *
0.85 *
0.92 r
Data File: $TM$0001 K.7 Printed: 8/11/2003 Page : 5
Newport Blvd.
Btwn 32nd & Finley
Counter #0018
Interval
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Site:
Date: 08/11/03
Day: Monday
Begin
NB
SB
Combined
12:AM
*
*
0 01:00
*
*
0 02:00
*
*
0 03:00
*
*
0 04:00
*
*
0 05:00
*
*
0 06:00
*
*
0 07:00
*
*
0 08:00
2 2
4 09:00
1,124
1,018
2,142
10:00
1,026
1,210
2,236
11:00
1,026
1,607
2,633
12:PM
1,254
1,646
2,900
01:00
1,276
1,467
2,743
02:00
1,304
1,335
2,639
03:00
1,356
1,380
2,736
04:00
1,448
1,400
2,848
05:00
1,282
1,588
2,870
06:00
1,186
1,579
2,765
07:00
1,092
1,270
2,362
08:00
1,084
954
2,038
09:00
946
784
1,730
10:00
739
588
1,327
11:00
424
328
752
Totals
16,569
18,156
34,725
Split %
47.7 52.3
AM Peak
09:00
11:00
11:00
Volume
1124
1607
2633
PM Peak
Volume
04:00
1448
12:00 12:00
1646 2900
Data File: $TM$0007 K.R Printed : 8/19/2003 Page : 1
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Btwn 32nd & Finley
Counter #0018
Site:
Date: 08/12/03
Day: Tuesday
Begin
NIB
SB
Combined
12:AM
202
180
382
01:00
168
A06
274
02:00
73 60
133
03:00
43 52
95. 04:00
68 88
156
05:00
206
174
380
06:00
500
487
987
07:00
1,120
661
1,781
08:00
1,182
877
2,059
09:00
1,080
1,051
2,131
10:00
1,146
1,412
2,558
11:00
1,094
1,573
2,667
12YM
1,251
1,622
2,873
01:00
1,271
1,392
2,663
02:00
1,395
1,322
2,717
03:00
1,338
1,384
2,722
04:00
1,376
1,438
2,814
05:00
1,334
1,779
3,113
06:00
1,255
1,760
3,015
07:00
1,214
1,446
2,660
08:00
1,451
1,208
2,659
09:00
1,260
961
2,221
10:00
818
744
1,562
11:00
636
450
I,086
Totals
21,481
22,227
43,708
Split %
49.1 50.9
AM Peak
08:00
I1:00
11:00
Volume
1182
1573
2667
PM Peak
08:00
05:00
05:00
Volume
1451
1779
3113
Data File : $TM$0007 1/ Q Printed : 8/19/2003 Page : 2
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Site:
Btwn 32nd & Finley
Date: 08/13/03
Counter #0018
Interval
Day: Wednesday
Begin
NB
SB
Combined
12:AM
362
204
566
01:00
236
127
363
02:00
110
86 196
03:00
56 51
107
04:00
70 66
136
05:00
198
222
420
06:00
515
458
973
07:00
1,072
685
1,757
08:00
1,173
844
2,017
09:00
1,074
1,024
2,098
10:00
1,085
1,291
2,376
11:00
1,141
1,584
2,725
12:PM
1,185
1,570
2,755
01:00
1,290
1,456
2,746
02:00
1,315
1,316
2,631
03:00
1,254
1,326
2,580
04:00
1,258
1,358
2,616
05:00
1,386
1,680
3,066
06:00
1,342
1,695
3,037
07:00
1,275
1,384
2,659
08:00
1,191
1,110
2,301
09:00
1,050
886
1,936
10:00
810
681
1,491
11:00
490
370
860
Totals
20,938
21,474
42,412
Split %
49.4 50.6
AM Peak
08:00
11:00
11:00
Volume
1173
1584
2725
PM Peak
05:00
06:00
05:00
Volume
1386
1695
3066
Data File: $1M$0007 K 10
Printed : 8/19/2003 Page: 3
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Site:
Btwn 32nd & Finley
Date: 08/14/03
Counter #0018
Interval
Day: Thursday
Begin
NB
S/B
Combined
12:AM
250
238
488
01:00
164
122
286
02:00
66 64
130
03:00
46 46
92 04:00
76 68
144
05:00
176
181
357
06:00
472
444
916
07:00
1,066
687
1,753
08:00
1,182
853
2,035
09:00
1,086
1,055
2,141
10:00
1,108
1,380
.2,488
11:00
1,068
1,488
2,556
12:PM
1,154
1,626
2,780
01:00
1,253
1,478
2,731
02:00
1,266
1,386
2,652
03:00
1,268
1,360
2,628
04:00
1,501
1,483
2,984
05:00
1,484
1,740
3,224
06:00
1,244
1,702
2,946
07:00
1,262
1,474
2,736
08:00
1,322
1,072
2,394
09:00
1,090
932
2,022
10:00
889
768
1,657
11:00
576
532
1,108
Totals
21,069
22,179
43,248
Split %
48.7 51.3
AM Peak
08:00
11:00
11:00
Volume
1182
1488
2556
PM Peak
04:00
05:00
05:00
Volume
1501
1740
3224
Data File : $TM$0007 K 1 I Printed : 8/19/2003 Page: 4
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Btwn 32nd & Finley
Counter #0018
Site:
Date: 08/15/03
Interval
Begin
NB
SB
Day: Friday
Combined
12:AM
405
270
675
01:00
248
189
437
02:00
132
113
245
03:00
77 49
126
04:00
72 76
148
05:00
171
213
384
06:00
476
448
924
07:00
999
714
1,713
08:00
1,148
920
2,068
09:00
1,102
1,120
2,222
10:00
1,123
1,384
2,507
11:00
1,122
1,565
2,687
12:PM
1,179
1,614
2,793
01:00
1,350
1,549
2,899
02:00
1,343
1,382
2,725
03:00
1,384
1,374
2,758
04:00
1,432
1,464
2,896
05:00
1,334
1,661
2,995
06:00
1,280
1,686
2,966
07:00
1,297
1,473
2,770
08:00
1,342
1,240
2,582
09:00
1,072
1,052
2,124
10:00
1,147
996
2,143
11:00
894
756
1,650
Totals
22,129
23,308
45,437
Split %
48.7 51.3
AM Peak
08:00
11:00
11:00
Volume
1148
1565
2687
PM Peak
04:00
06:00
05:00
Volume
1432
1686
2995
Data File : $TM$0007 1/ j Printed : 8/19/2003 Page: 5
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Btwn 32nd & Finley
Counter #0018
Site:
Date: 08/16/03
Day: Saturday
Begin
NB
SB
Combined
12:AM
632
488
1,120
01:00
572
312
884
02:00
260
160
420
03:00
98 78
176
04:00
88 104
192
05:00
135
233
368
06:00
250
482
732
07:00
542
696
1,238
08:00
916
964
1,880
09:00
1,183
1,361
2,544
10:00
1,324
1,438
2,762
11:00
1,175
1,629
2,804
12:PM
1,148
1,576
2,724
01:00
1,276
1,562
2,838
02:00
1,413
1,498
2,911
03:00
1,421
1,477
2,898
04:00
1,500
1,594
3,094
05:00
1,510
1,508
3,018
06:00
1,521
1,524
3,045
07:00
1,490
1,476
2,966
08:00
1,491
1,238
2,729
09:00
1,324
1,063
2,387
10:00
1,277
971
2,248
11:00
1,036
754
1,790
Totals
23,582
24,186
47,768
Split %
49.4 50.6
AM Peak
10:00
11:00
11:00
Volume
1324
1629
2804
PM Peak
06:00
04:00
04:00
Volume
1521
1594
3094
Data File: $TM$0007 ,/ , Printed : 8/19/2003 Page: 6
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Btwn 32nd & Finley
Counter #0018
Site:
Date: 08/17/03
Day:
Begin
N/B
S/B
Combined
12:AM
726
464
1,190
01:00
562
301
863
02:00
228
187
415
03:00
123
92 215
04:00
67 146
213
05:00
88 218
306
06:00
169
368
537
07:00
362
608
970
08:00
688
728
1,416
09:00
898
1,206
2,104
10:00
1,004
1,344
2,348
11:00
1,141
1,582
2,723
12:PM
1,156
1,646
2,802
01:00
1,205
1,566
2,771
02:00
1,322
1,492
2,814
03:00
1,528
1,476
3,004
04:00
1,566
1,528
3,094
05:00
1,619
1,488
3,107
06:00
1,608
1,338
2,946
07:00
1,561
1,219
2,780
08:00
1,531
845
2,376
09:00
1,168
744
1,912
10:00
796
512
1,308
11:00
410
358
768
Totals
21,526
21,456
42,982
Split %
50.1 49.9
AM Peak
11:00
11:00
11:00
Volume
1141
1582
2723
PM Peak
05:00
12:00
05:00
Volume
1619
1646
3107
Data File: STMS0007 yI , ! Printed : 8/19/2003 Page! 7
DEPAKI'MEN1 OP PUBLIC; WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Btwn 32nd & Finley
Counter #0018
Site:
Date: 08/ 18/03
Interval
Day: Monday
Begin
NB
SB
Combined
12:AM
240
162
402
01:00
110
121
231
02:00
70 48
118
03:00
40 29
69 04:00
66 52
118
05:00
209
148
357
06:00
492
422
914
07:00
1,007
614
1,621
08:00
1,133
817
1,950
09:00
0 0
0 10:00
*
*
0 11:00
*
*
0 12:PM
*
*
0 01:00
*
*
0 02:00
*
*
0 03:00
*
*
0 04:00
*
*
0 05:00
*
*
0 06:00
*
*
0 07:00
*
*
0 08:00
*
*
0 09:00
*
*
0 10:00
*
*
0 11:00
*
*
0 Totals
3,367
2,413
5,780
Split % 58.3 41.7
AM Peak 08:00 08:00 08:00
Volume 1133 817 1950
PM Peak * * y
Volume
Data File: "$0007 Printed : 8/19/2003 Page : 8
Kip
llbYAK1MCN 1 U1' YUriLII, W VKRJ
TRAFFIC ENGINEERING
Site:
Newport Blvd.
Date: 09/18/03
Btwn 32nd & Finley
Counter #0024
SB
Combined
Day: Monday
Interval
AM
N/B
PM
AM
PM
AM
PM
Begin
12:00
'
287
1,129
"
385
1,539
"
672
2,668
12:15
"
285
"
406
•
691
12:30
*
269
*
370
"
639
12:45
"
288
"
378
•
666
01:00
"
296
1,190
"
398
1,463
•
694
2,653
01:15
*
306
"
363
"
669
01:30
•
303
"
348
"
651
01:45
"
285
*
354
'
639
02:00
*
306
1,196
"
364
1,264
•
670
2,460
02:15
•
312
+
302
"
614
02:30
'
292
'
318
'
610
d2:45
'
286
'
280
+
566
03:00
*
341
1,289
'
304
1,241
"
645
2,530
03:15
*
306
"
3l0
+
616
03:30
•
342
"
320
+
662
03:45
'
300
"
307
•
607
04:00
■
339
1,286
*
321
1,387
•
660
2,673
04:15
'
318
•
358
'
676
04:30
•
298
'
354
*
652
04:45
•
331
"
354
+
685
05:00
376
L,217
'
432
1,642
•
808
2,859
05:15
'
267
'
390
"
657
05:30
'
286
'
398
"
684
05:45
'
288
'
422
"
710
06:00
*
334
1,281
"
382
1,577
"
716
2,858
06:15
"
297
•
429
"
726
06:30
"
338
'
394
'
732
06:45
'
312
•
372
"
684
07:00
'
278
1,105
•
354
1,283
•
632
2,388
07:15
*
293
"
308
'
601
07:30
'
288
'
314
*
602
07:45
*
246
"
307
'
553
08:00
'
300
1,011
'
266
972
'
566
1,983
08:15
*
250
"
236
'
486
08:30
'
25.3 "
260
•
513
09:45
'
208
"
210
•
418
09:00
87 807 188
827
89 796
189
741
176
1,603
377
1,568
09:15
234
210
222
202
456
412
09:30
228
241
237
198
465
439
09:45
258
188
248
152
506
340
10:00
250
1,005 168
606
295
11152
146
468
545
2,157
314
1,074
10:15
245
170
273
138
518
308
10:30
244
144
284
90 528
234
10:45
266
124
300
94 566
218
11:00
240
974 108
336
301
1,405
72 258
541
2,379
180
594
11:15
256
98 343
70 599
168
11:30
250
64 370
72 620
136
11:45
228
66 391
44 619
110
Totals
2,786
12,473
3,353
13,835
6,139
26,308
Split%
45.4 47.4
54.6 52.6
Day Totals
15,259
17,188
32,447
Day Splits
47.0 53.0
Peak Hour
10:45
04:15
11:00
05:00
11:00
05:45
Volume
1,012
1,323
1,405
1,642
2,379
2,884
Factor
0.95 0.88
0.90 0.95
0.96 0.98
Data File: $TM$0001 K I' w Printed: 8/25/2003 Page: 1
UCrA11U1v1L1V1 ur ru"Llil. wunno
TRAFFIC
ENGINEERING
Site:
NewportBlvd.
Date: 08/19/03
Btwn 32nd & Finley
Counter #0024
S/B
Combined
Day: Tuesday
Interval
AM
NB
PM
AM
PM
AM
PM
Begin
12:00
53 193
265
1,123
64 183
384
1,489
117
376
649
2,612
12:15
55 264
46 359
101
623
12:30
49 298
39 360
88 658
12:45
36 296
34 386
70 682
01:00
24 95
276
1,207
29 95
387
1,337
53 190
663
2,544
01:15
28 373
24 328
52 701
01:30
21 271
18 322
39 593
01:45
22 287
24 300
46 587
02:00
19 51
303
1,192
17 49
328
1,284
36 100
631
2,476
02:15
10 282
13 302
23 584
02:30
13 310
12 332
25 642
02:45
9 297
7 322
16 619
03:00
7 30
306
1,252
9 34
359
1,313
16 64
665
2,565
03:15
11 318
11 312
22 630
03:30
4 316
6 325
10 641
03:45
8 312
8 317
16 629
04:00
7 61
318
1,238
12 59
340
1,384
19 120
658
2,622
04:15
11 326
7 336
18 662
04:30
20 328
20 346
40 674
04:45
23 266
20 362
43 629
05:00
28 190
319
1,260
17 152
365
1,547
45 342
1684
2,807
05:15
40 308
29 392
69 700
05:30
54 317
42 374
96 691
05:45
68 316
64 416
132
732
06:00
89 488
290
1,181
96 391
401
1,748
185
879
691
2,929
06:15
93 320
102
417
195
737
06:30
130
299
85 467
215
766
06:45
176
272
108
463
284
735
07:00
174
1,004
272
1,188
143
612
400
1,562
317
1,616
672
2,750
07:15
238
316
149
420
387
736
07:30
300
271
148
403
448
674
07:45
292
329
172
339
464
668
08:00
312
1,166
304
1,096
184
798
266
1,020
496
1,964
570
2,116
08:15
292
222
199
262
491
484
08:30
268
291
189
240
457
531
08:45
294
279
226
252
520
531
09:00
210
921
268
927
233
952
231
854
443
1,873
499
1,781
09:15
233
235
244
233
477
468
09:30
237
214
226
212
463
426
09:45
241
210
249
178
490
398
10:00
223
950
214
687
255
1,262
172
584
478
2,212
386
1,271
10:15
226
183
332
175
558
358
10:30
243
133
354
115
597
248
10:45
258
157
321
122
579
279
11:00
266
1,059
156
478
327
1,423
105
373
593
2,482
261
851
11:15
262
102
327
108
589
210
11:30
292
124
383
87 675
211
11:45
239
96 386
73 625
169
Totals
6,208
12,829
6,010
14,495
12,218
27,324
Split%
50.8 47.0
49.2 53.0
Day Totals
192037
20,505
39,542
Day Splits
48.1 51.9
Peak Hour
07:30
03:45
11:00
06:30
l 1:00
06:00
Volume
1,196
1,284
1,423
1,750
2,482
2,929
0.96 Factor
0.96 0.98
0.92 0.94
0.92 Data File: $TM$0001 K I -7 Printed : 9/25/2003 Page : 2
Lail 111\lira L'aV l Va' f UIJ LfI... .. vav�J
TRAFFIC ENGINEERING
Site:
Newport Blvd.
Date: 08/20/03
Btwn 32nd & Finley
Counter #0024
-
SIB
Combined
Day: Wednesday
Y�
Interval
N/B
PM
AM
PM
AM
PM
Begin
AM
71 298
268
1,129
72 201
361
1,491
143
499
629
2,620
12:00
12:15
81 260
46 377
127
637
12:30
66 293
47 336
113
629
12:45
80 308
36 417
116
725
01:00
49 215
302
1,169
36 118
334
1,386
85 333
636
2,555
01:15
48 280
32 348
80 628
01:30
62 260
26 372
88 632
01:45
56 327
24 332
80 659
02:00
25 85
296
1,248
20 51
350
1,275
45 136
646
2,523
02:15
26 314
11 310
37 624
02:30
16 308
12 316
28 624
02:45
18 330
8 299
26 629
03:00
13 51
326
1,348
14 43
315
1,315
27 94
641
2,663
03:15
16 340
8 298
24 638
03:30
12 324
9 344
21 668
03:45
10 358
12 358
22 716
04:00
11 68
342
1,363
9 61
316
1,376
20 129
658
2,739
04:15
12 309
5 352
17 661
04:30
23 330
23 336
46 666
04:45
22 382
24 372
46 754
05:00
21 198
381
1,348
26 155
384
1,669
47 353
765
3,017
05:15
44 364
32 400
76 764
05:30
57 291
37 430
94 721
05:45
76 312
60 455
136
767
06:00
78 485
326
1,194
96 385
428
1,655
174
870
754
2,849
06:15
104
280
88 412
192
692
06:30
124
298
76 436
200
734
06:45
179
290
125
379
304
669
07:00
188
1,042
289
1,137
148
685
366
1,421
336
1,727
655
2,558
07:15
270
265
170
404
440
669
07:30
272
312
177
317
449
629
07:45
312
271
190
334
502
605
08:00
290
1,163
284
1,049
196
829
283
1,113
486
1,992
567
2,162
08:15
271
284
232
316
503
600
08:30
314
251
183
276
497
527
08:45
288
230
218
238
506
468
09:00
274
1,007
272
985
217
1,005
210
811
491
2,012
482
1,796
09:15
208
238
222
208
430
446
09:30
253
262
254
168
507
430
09:45
272
213
312
225
584
438
10:00
238
1,008
202
735
314
1,270
179
554
552
2,278
381
1,289
10:15
262
189
318
142
580
331
10:30
264
192
329
121
593
313
10:45
244
152
309
112
553
264
11:00
238
1,009
123
421
326
1,531
86 332
564
2,540
209
753
11:15
249
120
393
78 642
198
11:30
276
80 388
98 664
178
11:45
246
98 424
70 670
169
Totals
6,629
13,126
6,334
14,398
12,963
27,524
Split%
51.1 47.7
48.9 52.3
Day Totals
19,755
20,732
40,487
Day Splits
48.8 51.2
Peak Hour
07:45
04:30
11:00
05:45
11:00
05:00
Volume
1,187
1,457
1,531
1,731
2,540
3,017
0.98 Factor
0.95 0.95
0.90 0.95
0.95 Data File : $TM$0001 K l �/; Printed : 8/25/2003 Page: 3
vnrnn i iviniv i yr r un"i, n -
TRAFFIC ENGINEERING
Newport Blvd.
Site:
Date: 08/21/03
Btwn 32nd &Finley
Counter #0024
SIB
Combined
Day: Thursday
Interval
Begin
AM
N/B
PM
AM
PM
AM
PM
12:00
68 221 263
1,137
57 197
348
1,420
125
418
611
2,557
12:15
49 308
46 378
95 686
12:30
58 270
53 364
ill
634
12:45
46 296
41 330
87 626
01:00
30 125 314
1,225
38 116
330
1,333
68 241
644
2,558
01:15
30 296
28 352
58 648
01:30
37 284
29 312
66 596
01:45
28 331
21 339
49 670
02:00
25 65 312
1,318
20 78
330
1,288
45 143
642
2,606
02:15
16 346
21 322
37 668
02:30
12 332
18 354
30 686
02:45
12 328
19 282
31 610
03:00
12 46 290
1,279
9 41
306
1,299
21 87
596
2,578
03:15
12 306
7 322
19 628
03:30
11 326
12 350
23 676
03:45
11 357
13 321
24 678
04:00
19 73 323
1,260
12 58
334
1,412
31 131
657
2,672
04:15
16 312
9 334
25 646
0430
13 315
18 348
31 663
04:45
25 310
19 396
44 706
05:00
32 200 323
1,281
24 173
409
1,619
56 373
732
2,900
05:15
45 328
41 397
86 725
05:30
56 344
40 398
96 742
05:45
67 286
68 415
135
701
06:00
94 502 290
1,146
86 404
445
1,732
180
906
735
2,878
0615
98 294
102
420
200
714
06:30
136
288
98 432
234
720
06:45
174
274
118
435
292
709
07:00
160
957 284
1,164
141
670
438
1,479
301
1,627
722
2,643
07:15
218
266
169
430
387
696
07:30
301
318
178
302
479
620
07:45
278
296
182
309
460
605
08:00
290
1,117 302
1,106
190
837
300
1,051
480
1,954
602
2,157
08:15
258
271
187
258
445
529
08:30
275
296
232
253
507
549
08:45
294
237
228
240
522
477
09:00
252
1,043 294
998
224
975
246
910
476
2,018
540
1,908
09:15
260
229
242
227
502
456
09:30
277
243
249
243
526
486
09:45
254
232
260
194
514
426
10:00
254
1,028 215
760
278
1,202
213
716
532
2,230
428
1,476
10:15
264
202
292
178
556
380
10:30
264
191
310
157
574
348
10:45
246
152
322
168
568
320
11:00
236
945 126
478
316
1,383
138
434
552
2,328
264
912
11:15
248
128
318
100
566
228
11:30
225
134
373
115
598
249
11:45
236
90 376
81 612
171
Totals
6,322
13,152
6,134
14,693
12,456
27,845
Split%
50.8 47.2
49.2 52.8
Day Totals
19,474
20,827
40,301
Day Splits
48.3 51.7
Peak Hour
07:30
01:45
11:00
06:30
11:00
04:45
Volume
1,127
1,321
1,383
1,735
2,328
2,905
Factor
0.94 0.95
0.92 0.99
0.95 0.98
Data File : $TM$0001 r/I cl Printed : 8/25/2003 Page : 4
LtlrAK1M1;1V1 VrrUriLll, WurN,>
TRAFFIC ENGINEERING
Site:
Newport Blvd.
Date: 08/22/03
Btwn 32nd & Finley
Counter #0024
SB
Combined
Day: Friday
Interval
AM
N/B
PM
AM
PM
AM
PM
Begin
12:00
110
332
292
1,158
76 255
458
1,617
186
587
750
2,775
12:15
90 282
77 380
167
662
12:30
72 272
60 377
132
649
12:45
60 312
42 402
102
714
01:00
70 239
314
1,264
42 137
350
1,441
112
376
664
2,705
01:15
72 314
43 372
115
686
01:30
47 332
26 384
73 716
01:45
50 304
26 335
76 639
02:00
32 83
337
1,358
33 90
341
1,395
65 173
678
2,753
02:15
21 339
26 376
47 715
02:30
19 348
15 346
34 694
02:45
11 334
16 332
27 666
03:00
16 52
386
1,383
12 46
318
1,372
28 98
704
2,755
03:15
18 316
11 340
29 656
03:30
10 338
9 348
19 686
03:45
8 343
14 366
22 709
04:00
6 56
348
1,356
11 66
362
1,553
17 122
710
2,909
04:15
17 358
10 382
27 740
04:30
18 318
16 405
34 723
04:45
15 332
29 404
44 736
05:00
25 194
346
1,292
32 198
422
1,698
57 392
768
2,990
05:15
54 332
41 408
95 740
05:30
57 318
43 438
100
756
05:45
58 296
82 430
140
726
06:00
98 454
317
1,255
112
460
440
1,756
210
914
757
3,011
06:15
103
292
94 466
197
758
06:30
108
354
112
422
220
776
06:45
145
292
142
428
287
720
07:00
201
998
316
1,235
144
627
360
1,434
345
1,625
676
2,669
07:15
216
284
181
378
397
662
07:30
284
318
160
374
444
692
07:45
297
317
142
322
439
639
08:00
272
1,113
336
1,192
251
935
358
1,259
523
2,048
694
2,451
08:15
286
307
246
293
532
600
08:30
285
304
196
316
481
620
08:45
270
245
242
292
512
537
09:00
258
1,046
300
1,080
260
1,072
326
1,138
518
2,118
626
2,218
09:15
242
268
264
252
506
520
09:30
260
264
278
320
538
584
09:45
286
248
270
240
556
488
10:00
222
987
262
1,063
292
1,249
248
966
514
2,236
510
2,029
10:15
244
294
318
248
562
542
10:30
252
266
311
254
563
520
10:45
269
241
328
216
597
457
11:00
286
1,128
220
806
332
1,478
190
711
618
2,606
410
1,517
11:15
282
216
352
176
634
392
11:30
286
200
398
187
684
387
11:45
274
170
396
158
670
328
Totals
6,682
14,442
6,613
16,340
13,295
30,782
Split%
50.3 46.9
49.7 53.1
Day Totals
21,124
22,953
44,077
Day Splits
47.9 52.1
Peak Hour
07:45
02:15
11:00
05:30
11:00
05:45
Volume
1,140
1,407
1,478
1,774
2,606
3,017
Factor
0.96 0.91
0.93 0.95
0.95 0.97
Data File: $TM$0001 K ZO Printed : 8/25/2003 Page: 5
ucrAmIlYMiN i Ur rvnt.u. "UMNO
TRAFFIC ENGINEERING
Newport Blvd.
Site:
Date: 08/23/03
Btwn 32nd
& Finley
Counter #0024
NB
SIB
Combined
Day: Saturday
Interval
Begin
AM
PM
AM
PM
AM
PM
12:00
140
581
290
1,092
100
397
402
1,589
240
978
692
2,681
12:15
163
256
108
388
271
644
12:30
152
266
98 390
250
656
12:45
126
290
91 409
217
689
01:00
]09
444
298
1,218
74 251
389
1,647
183
695
687
2,865
01:15
112
290
68 412
180
702
01:30
102
304
68 418
170
722
01:45
121
326
41 428
162
754
02:00
87 256
314
1,298
70 176
428
1,672
157
432
742
2,970
02:15
77 306
51 436
128
742
02:30
54 314
35 402
89 716
02:45
38 364
20 406
58 770
03:00
30 97
313
1,393
18 72
420
1,614
48 169
733
3,007
03:15
36 366
16 406
52 772
03:30
15 358
26 410
41 768
03:45
16 356
12 378
28 734
04:00
31 77
403
1,543
27 107
402
1,638
58 184
805
3,181
04:15
14 376
25 384
39 760
04:30
16 406
24 410
40 816
04:45
16 358
31 442
47 800
05:00
16 110
406
1,528
43 247
436
1,674
59 357
842
3,202
05:15
18 364
54 430
72 794
05:30
30 371
68 391
98 762
05:45
46 387
82 417
128
804
06:00
35 246
383
1,550
80 453
386
1,564
115
699
769
3,114
06:15
52 405
101
418
153
823
06:30
67 404
138
396
205
800
06:45
92 358
134
364
226
722
07:00
88 510
354
1,438
170
725
361
1,444
258
1,235
715
2,88.2
07:15
114
334
150
386
264
720
07:30
124
368
182
393
306
761
07:45
184
382
223
304
407
686
08:00
214
842
350
1,412
221
941
290
1,266
435
1,783
640
2,678
08:15
217
368
210
286
427
654
08:30
185
362
238
360
423
722
09:45
226
332
272
330
498
662
09:00
254
1,164
340
1,280
270
1,267
280
1,101
524
2,431
620
2,381
09:15
300
318
278
272
578
590
09:30
297
314
331
283
628
597
09:45
313
308
388
266
701
574
10:00
315
1,228
324
1,228
348
1,404
268
955
663
2,632
592
2,183
10:15
323
314
332
271
655
585
10:30
310
314
352
204
662
518
10:45
280
276
372
212
652
488
11:00
277
1,082
244
929
406
1,639
200
663
683
2,721
444
1,592
11:15
275
244
417
175
692
419
11:30
252
245
402
162
654
407
11:45
278
196
414
126
692
322
Totals
6,637
15,909
7,679
16,827
14,316
32,736
Split%
46.4 48.6
53.6 51.4
Day Totals
22,546
24,506
47,052
Day Splits
47.9 52.1
Peak Hour
09:45
05:45
11:00
04:30
11:00
04:30
Volume
1,261
1,579
1,639
1,718
2,721
3,252
Factor
0.98 0.97
0.98 0.97
0.98 0.97
Data File: $TM$0001 K z1 Printed : 8/25/2003 Page: 6
LhYAKIMhN I Ut' YUbLII, VV UrU N
TRAFFIC ENGINEERING
Newport Blvd.
Site:
Date: 08/24/03
Btwn 32nd & Finley
Counter #0024
Interval
N/B
- S/B
Combined
Day: Sunday
Begin
AM PM
AM
PM
AM
PM
12:00
182 663 282
1,183
137
488
433
1,670
319
.1,151
715
2,853
12:15
177 305
112
421
289
726
12:30
155 294
134
406
289
700
12:45
149 302
105
410
254
712
01:00
128 502 316
1,173
95 304
428
1,687
223
806
744
2,860
01:15
125 286
83 424
208
710
01:30
128 279
65 415
193
694
01:45
121 44 292
61 420
182
712
02:00
90 283 336
1,444
54 178
427
1,608
144
461
763
3,052
02:15
80 384
56 436
136
820
02.30 65 362
32 388
97 750
02:45
48 362
36 357
84 719
03:00
32 110 361
1,510
24 Ill
412
1,521
56 221
773
3,031
03:15
31 384
28 358
59 742
03:30
24 378
27 369
51 747
03:45
23 387
32 382
55 769
04:00
26 72 387
1,601
26 113
379
1,450
52 185
766
3,051
04:15
16 406
28 346
44 752
04:30
12 424
32 354
44 778
04:45
18 384
27 371
45 755
05:00
17 89 388
1,557
34 189
348
1,371
51 278
736
2,928
05:15
22 372
43 354
65 726
05:30
26 401
48 331
74 732
05:45
24 396
64 338
88 734
06:00
46 187 384
1,540
58 116
348
1,384
104
303
732
2,924
06:15
27 411
2 330
29 741
06:30
48 406
0 352
48 758
06:45
66 339
56 354
122
693
07:00
50 346 373
1,521
133
622
292
1,118
183
968
665
2,639
67:15
82 350
146
287
228
637
07:30
104 380
164
278
268
658
07:45
110 418
179
261
289
679
08:00
130 580 386
1,364
177
721
203
859
307
1,301
589
2,223
08:15
149 346
154
244
303
590
09:30
143 318
145
194
288
512
08:45
158 314
245
218
403
532
09:00
201 825 308
1,036
212
1,106
194
679
413
1,931
502
1,715
09:15
196 250
265
184
461
434
09:30
190 252
296
160
486
412
09:45
238 226
333
141
571
367
10:00
213 975 190
671
304
1,439
146
426
517
2,414
336
1,097
10:15
242 198
372
108
614
306
10:30
230 160
357
82 587
242
10:45
290 123
406
90 696
213
11:00
284 1,149 108
373
386
1,626
82 256
670
2,775
190
629
11:15
288 121
416
72 704
193
11:30
305 84
412
52 717
136
11:45
272 60
412
50 684
110
Totals
5,781 14,973,
7,013
14,029
12,794
29,002
Split%
45.2 51.6
54.9 49.4
Day Totals
20,754
21,042
41,796
Day Splits
49.7 50.3
Peak Hour
10:45 03:45
11:00
01:30
10:45
03:45
Volume
1,167 1,604
1,626
1,698
2,787
3,065
Factor
0.96 0.95
0.98 0.97
0.97 0.98
Data File : $TM$0001 I/ 2.Z- Printed : 8/25/2003 Page: 7
DEPARTMENT OF PUBLIC WORKS
TRAFFIC ENGINEERING
Newport Blvd.
Site:
Btwn 32nd & Finley
Date: 08/25/03
Counter #0024
Interval
N/B
S/B
Combined Day: Monday
Begin
AM PM
AM
PM
AM
PM
12:00
60 205 `
52 169
*
112
374
12:15
62 `
41 *
103
12:30
46 *
38 `
84 12:45
37 *
38 *
75 01:00
32 115 *
36 100
*
68 215
01:15
36 *
22 *
58 0130
18 *
17 *
35 01:45
29 *
25 *
54 02:00
11 54 *
19 48
*
30 102
02:15
19 *
7 *
26 02:30
11 *
12 `
23 02:45
13 *
10 *
23 03:00
10 28 `
7 42
*
17 70
03:15
7 *
10 `
17 03:30
5 *
14 *
19 03.45
6 '
11 `
17 04:00
12 81 *
8 70
*
20 151
04:15
16 *
14 *
30 04:30
18 *
21 *
39 04:45
35 *
27 *
62 05:00
32 210 *
24 130
*
56 340
05:15
46 `
24 *
70 05:30
52 *
22 *
74 05:45
80 *
60 *
140
06:00
87 443 *
69 362
*
156
805
06:15
88 *
98 *
186
06:30
126 *
93 *
219
06:45
142 *
102
*
244
07:00
202 1,030 `
137
599
*
339
1,629
07:15
230 *
146
*
376
07:30
292 *
156
*
448
07:45
306 *
160
*
466
08:00
284 824 *
185
589
*
469
1,413
08:15
262 *
204
*
466
08:30
278 *
200
*
478
08:45
0 *
0 *
0 09:00
* *
*
*
*
w
09:15
09:30
09:45
f f
r
«
+
+
10:00
* w
■
w
f
+
10:15
* w
r
+
+
+
10:30
10:45
« •
■
«
+
11:00
+ w
+
f
w
+
11:15
11:30
* •
w
w
+
+
Totals
2,990 0
2,109
0 5,099
0 Split%
59.6 *
41.4 Day Totals
2,990
2,109
5,099
Day Splits
58.6 41.4
Peak Hour
07:30 *
07:45
*
07:45
Volume
1,144 *
749
`
1,879
Factor
0.93 *
0.92 *
0.98 Data File: $TM$0001 X23 Printed: 8/25/2003 Page : 9
unrnri i rviniv i ur r uwA�- yr'i
TRAFFIC ENGINEERING
Site:
NEWPORT
BLVD.
Date: 08/25/03
Btwn 32nd & Finley
OO18
S/B
Combined
Day: Monday
Interval
N/B
AM
PM
AM
PM
AM
PM
Begin
12:00
"
264
1,037
*
382
1,392
*
646
2,429
12:15
+
284
+
344
*
628
12:30
*
234
r
348
•
582
:
+
255
'
318
*
573
01:00
O100
"
283
1,147
+
300
1,266
•
593
2,413
01:15
*
274
•
338
*
612
01:30
"
300
•
318
'
619
01:45
"
290
*
310
•
600
02:00
"
300
1,184
+
274
1,066
•
574
2,250
02:15
"
292
•
265
•
557
02:30
"
306
•
282
•
588
02:45
+
286
•
245
•
531
03:00
+
282
1,203
•
236
1,099
•
518
2,302
03:15
*
318
•
292
*
610
03:30
*
305
•
289
•
594
03:45
*
298
•
282
•
580
04:00
*
331
1,176
*
306
1,289
•
637
2,465
04:15
'
293
•
312
*
605
04:30
+
278
•
330
*
608
04:45
*
274
■
341•
*
615
05:1
+
288
1,081
•
354
1,495
*
642
2,576
O5:5
*
239
■
409
*
648
05:30
+
290
•
376
*
666
05:45
*
264
*
356
*
620
06.00 *
275
1,090
■
354
1,400
*
629
2,490
06:15
*
274
*
324
*
598
06:30
+
254
•
390
+
644
06:45
•
287
*
332
•
619
07:00
+
260
1,031
•
311
1,159
*
571
2,190
07:15
*
241
•
284
*
525
07:30
*
276
•
278
*
554
07:45
+
254
*
286
•
540
08:00
*
236
959
*
243
846
•
479
1,704
08:15
+
226
*
221
•
447
08:30
*
176
*
212
*
389
08:45
*
220
'
170
`
390
09:00
240 984
228
766
248
947
178
729
488
1,931
406
1,495
09:15
250
188
231
210
481
398
09:30
250
166
206
172
456
338
09:45
244
184
262
169
506
353
10:00
226 935
147
546
228
1,062
134
451
454
1,997
281
997
10:15
232
165
279
134
511
299
10:30
244
116
291
101
535
217
10:45
233
118
264
82 497
200
11:00
238 976
74 310
312
1,311
72 237
550
2,287
146
547
11:15
247
108
324
62 571
170
11:30
252
74 329
49 581
123
11:45
239
54 346
54 585
108
Totals
2,895
11,429
3,320
12,429
6,215
23,858
Split%
46.6 47.9
53.4 52.1
Day Totals
14,324
15,749
30,073
Day Splits
47.6 52.4
Peak Hour
09:00
03:15
11:00
05:00
11:00
05:00
Volume
984
1,252
1,311
1,495
2,287
2,576
Factor
0.98 0.95
0.95 0.91
0.98 0.97
Data File: STM$0001 K -Zr ' Printed : 9/ 2/2003 Page: 1
LGrAx11v1L1V1 Vr ruw-it. WVMJ
TRAFFIC ENGINEERING
NEWPORT BLVD.
Site:
Btwn 32nd
& Finley
Date: 08/26/03
0018
Interval
NIB
S/B
Combined
Day: Tuesday
Begin
AM
PM
AM
PM
AM
PM
12:00
50 163
279
1,111
36 130
352.
1,350
86 293
631
2,461
12:15
33 288
36 370
69 658
12:30
40 288
34 300
74 588
12:45
40 256
24 328
64 584
01:00
23 72
308
1,181
18 71
302
1,281
41 143
610
2,462
01:15
18 315
20 346
38 661
01:30
16 266
15 331
31 597
01:45
15 292
18 302
33 594
02:00
18 56
290
1,155
12 45
292
1,117
30 101
582
2,272
02:15
14 310
16 251
30 561
02:30
9 290
7 294
16 584
02:45
15 265
10 280
25 545
03:00
10 28
300
1,143
12 28
329
1,172
22 56
629
2,315
03:15
7 248
2 270
9 518
03:30
7 293
6 299
13 502
03:45
4 302
8 274
12 576
04:00
10 49
306
1,148
11 68
268
1,224
21 117
574
2,372
04:15
13 294
12 308
25 602
04:30
10 302
21 326
31 628
04:45
16 246
24 322
40 568
05:00
32 197
292
1,144
22 148
348
1,477
54 345
640
2,621
05:15
47 276
32 366
79 642
05:30
54 316
35 373
89 689
05:45
64 260
59 390
123
650
06:00
89 515
310
1,164
97 443
400
1,537
186
958
710
2,701
06:15
110
290
100
392
210
682.
06:30
148
284
104
385
252
669
06:45
168
280
142
360
310
640
07:00
201
1,085
238
1,034
116
610
295
1,165
317
1,695
533
2,199
07:15
268
250
134
338
402
588
07:30
302
262
176
266
478
528
07:45
314
284
184
266
498
550
08:00
298
1,146
272
964
184
821
280
1,006
482
1,967
552
1,970
08:15
281
262
209
257
490
519
08:30
289
242
212
248
501
490
08:45
278
188
21-6
221
494
409
09:00
223
981
195
780
224
965
212
767
447
1,946
407
1,547
09:15
288
198
225
179
513
377
09:30
236
205
252
214
498
419
09:45
234
182
264
162
498
344
10:00
257
983
204
651
271
1,167
181,
555
528
2,150
385
1,206
10:15
228
154
292
142
520
296
10:30
266
149
276
115
542
264
10:45
232
144
328
117
560
261
11:00
267
1,019
125
415
295
1,355
94 313
562
2,374
219
728
11:15
226
98 344
86 570
184
11:30
258
102
338
66 596
168
11:45
268
90 378
67 646
157
Totals
6,294
11,890
5,851
12,964
12,145
24,854
Split%
51.8 47.8
48.2 52.2
Day Totals
18,184
18,815
36,999
Day Splits
49.1 50.9
Peak Hour
07:30
03:45
11:00
05:45
11:00
05:30
Volume
1,195
1,204
1,355
1,567
2,374
2,731
Factor
0.95 0.98
0.90 0.98
0.92 0.96
Data File: $TM$0001 �' � Printed: 9/ 212003 Page : 2
1JLCN1IC iivir V 1 ur rum tt. wuMa
TRAFFIC ENGINEERING
Site:
NEWPORTBLVD.
Date: 08/27/03
Btwn 32nd & Finley
0018NB
SIB
`-
Combined
Day: Wednesday
Interval
AM
PM
AM
PM
AM
PM
Begin
12:00
72 247
269
1,132
50 L57
330
1,339
122
404
599
2,471
12:15
64 302
42 339
106
641
12:30
46 274
36 338
82 612
12:45
65 287
29 332
94 619
01:00
34 142
274
1,163
27 88
304
1,248
61 230
578
2,411
01:15
31 278
30 329
61 607
01:30
46 303
19 333
65 636
01:45
31 308
12 282
43 590
02:00
18 69
290
1,I28
15 54
288
1,148
33 I23
578
2,276
02:15
19 274
11 318
30 592
02:30
17 282
20 258
37 540
02:45
15 282
8 284
23 566
03:00
10 46
333
1,236
9 40
278
1,124
19 86
611
2,360
03:15
10 296
14 274
24 570
03:30
14 326
5 290
19 616
03:45
12 281
12 282
24 563
04:00
15 73
317
1,220
10 76
294
1,240
25 149
611
2,460
04:15
12 319
10 332
22 651
04:30
20 290
30 282
50 572
04:45
26 294
26 332
52 626
05:00
30 189
284
1,144
19 159
338
1,368
49 348
622
2,512
05:15
42 274
42 350
84 624
05:30
67 282
40 344
107
626
05:45
50 304
58 336
108
640
06:00
86 492
282
1,089
76 417
350
1,427
162
909
632
2,516
06:15
112
290
95 374
207
664
06:30
115
268
110
369
225
637
06:45
179
249
136
334
315
583
07:00
213
1,121
288
1,125
136
749
282
1,032
349
1,870
570
2,157
07:15
262
270
164
283
426
553
07:30
338
288
203
245
541
533
07:45
309
279
246
222
554
501
08:00
278
1,162
281
966
243
894
232
83,5
521
2,056
513
1,801
08:15
306.,
243
196
195
502
43.8 08:30
322
229
215
216
537
444
08:45
256
214
240
192
496
406
09:00
248
1,049
214
813
264
948
207
739
512
1,997
421
1,552
09:15
247
202
214
196
461
398
0930
274
209
230
183
504
392
09:45
280
188
240
153
520
341
10:00
278
1,023
170
590
256
1,088
133
513
534
2,111
303
1,103
10:15
263
142
256
144
519
286
10:30
235
140
268
105
503
245
10:45
247
138
308
131
555
269
11:00
288
1,110
135
392
314
1,288
108
302
602
2,398
243
694
11:15
286
104
330
77 616
181
11:30
249
94 312
68 561
162
11:45
287
59 332
49 619
108
Totals
6,723
11,998
5,958
12,315
12,681
24,313
Split%
53.0 49.3
47.0 50.7
Day Totals
18,721
18,273
36,994
Day Splits
50.6 49.4
Peak Hour
07:30
03:30
11:00
05:45
11:00
05:45
Volume
1,230
1,243
1,288
1,429
2,398
2,573
Factor
0.91 0.95
0.97 0.96
0.97 0.97
Data File: $TM$0001 // Zf.O Printed : 9/ 2/2003 Page : 3
Ur1rAM w1C1141 Ur rutfLll. WUKiIJ
TRAFFIC ENGINEERING
NEWPORT BLVD.
Site:
Btwn 32nd & Finley
Date: 08/28/03
Interval
OO18
NB
SB
Combined
Day: Thursday
Begin
AM
PM
AM
PM
AM
PM
12:00
48 187
262
1,093
40 167
242
950
88 354
504
2,043
12:15
52 272
56 244
108
516
12:30
46 299
38 246
84 545
12:45
41 260
33 218
74 478
01:00
29 145
314
1,205
24 79
198
816
53 224
512
2,021
01:15
35 312
22 209
57 521
01:30
55 265
20 217
75 482
01:45
26 314
13 192
39 506
02:00
20 67
317
1,313
16 49
185
722
36 116
502
2,035
02:15
20 322
16 173
36 495
02:30
14 354
9 192
23 546
02:45
13 320
8 172
21 492
03:00
7 31
316
1,245
10 43
184
700
17 74
500
1,945
03:15
6 312
10 156
16 468
03:30
9 307
9 176
18 483
03:45
9 310
14 184
23 494
04:00
it 57
330
1,255
10 70
173
834
21 127
503
2,089
04:15
12 310
7 217
19 527
04:30
14 290
21 217
35 507
04:45
20 325
32 227
52 552
05:00
36 197
316
1,149
34 191
239
910
70 388
555
2,059
05:15
44 266
41 224
85 490
05:30
63 276
38 212
101
488
-
05:45
54 291
78 235
132
526
06:00
70 472
296
1,163
83 374
234
975
153
846
530
2,138
06:15
102
274
81 255
183
529
06:30
116
315
96 254
212
569
06:45
184
278
114
232
298
510
07:00
186 1,058
252
1,122
129
596
200
788
315
1,654
452
1,910
07:15
282
262
150
217
432
479
07:30
284
328
149
186
433
514
07:45
306
280
168
185
474
465
08:00
314 1,177
324
1,080
184
726
116
502
498
1,903
440
1,582
08:15
282
258
178
137
460
395
08:30
289
282
176
118
465
400
08:45
292
216
188
131
480
347
09:00
250 1,005
296
944
215
869
110
416
465
1,874
406
1,360
09:15
236
216
228
104
464
320
09:30
254
224
214
108
468
332
09:45
265
208
212
94 477
302
10:00
267 1,022
207
711
259
1,005
96 366
526
2,027
303
1,077
10:15
247
194
224
94 471
288
10:30
234
176
264
95 498
271
10:45
274
134
258
81 532
215
11:00
237 1,027
190
558
265
1,105
82 251
502
2,132
272
909
11:15
242
168
284
68 526
236
11:30
274
118
268
53 542
171
11:45
274
82 288
48 562
130
Totals
6,445
12,838
5,274
8,230
11,719
21,068
Split%
55.0 60.9
45.0 39.1
Day Totals 19,283
Day Splits 58.8
Peak Hour 07:45 02:00
Volume 1,191 1,313
Factor 0.95 0.93
13,504 Sg
11:00 05:45 11:00 05:45
1,105 978 2,132 2,154
0.96 0.96 0.95 0.95
Data File: $TM$0001 f/ ;7 Printed : 9/ 212003 Page: 4
LJcrnxiinciv 1 Vr r VDL.n. W VnAo
TRAFFIC ENGINEERING
NEVRORT BLVD.
Site:
Date:
08/29/03
Btwn 32nd &
Finley
Interval
0018N/B
SIB
Combined
Day:
Friday
Begin
AM
PM
AM
PM
AM
PM
12:00
70 267
•
34 130
`
104
397
`
12:15
66 *
36 +
102
12:30
64 `
27 *
91 r
12:45
67 *
33 *
l00
01:00
60 221
*
29 94
*
89 315
01:15
61 *
19 *
80 `
`
6.Axr ev
t
01:30
54 *
26 "
80 7l�
01:45
46 +
20 *
66 02:00
45 95
`
16 42
+
61 137
`
02:15
26 +
14 *
40 `
02:30
17 +
6 `
23 `
02:45
7 +
6 "
13 "
03:00
14 47
'
4 29
*
18 76
03:15
10 '
7 *
17 +
03:30
13 *
6 *
19 "
03:45
10 "
12 "
22 04:00
16 59
*
6 55
*
22 114
"
04:15
12 '
12 +
24 04:30
16 '
13 *
29 "
04:45
15 '
24 "
39 `
05:00
26 196
"
20 134
"
46 330
05:15
38 •
20 *
58 "
05:30
72 `
36 "
108
"
05:45
60 "
58 "
118
"
06:00
73 439
`
73 272
"
146
711
"
06:15
86 "
68 "
154
06:30
130
*
57 "
187
06:45
150
'
74 '
224
07:00
218 1,065
"
102
455
"
320
1,520
07:15
222
*
102
"
324
"
0730
297
"
126
"
423
`
07:45
328
r
125
+
453
`
08:00
+
+
*
+
+
■
08:15
"
•
•
+
■
r
09:30
08:45
09:00
09:15
09:30
09:45
•
"
*
+
+
"
10:00
+
■
■
+
■
■
10:15
10:30
10:45
'
"
*
■
■
11:00
■
"
*
■
*
r
11:15
■
`
■
■
*
■
11:30
11:45
•
•
`
■
■
■
Totals
2,389
0 1,211
0 3,600
0 split%
66.4 "
33.6 "
Day Totals
2,389
C;2
3,600
Day Splits
66.4 Peak Hour
07:00
*
07:00
*
07:00
r
Volume
1,065
*
455
+
1,520
Factor
0.81 `
0.90 *
0.84 "
Data File :
$TM$0001
! —z rl
Printed : 9/ 2/2003
Page: 5
APPENDIX L
DAILY TRAFFIC VOLUME VARIATION OVER THREE WEEKS
tuuc
EOOZ
£OOZ
EOOZ
EOOZ
EOOZ
£002
EOOZ
£OOZ
EOOZ
£OOZ
£OOZ
£OOZ
CON
EOOZ
£OOZ
£OOZ
£OOZ
EOOZ
EOOZ
£OOZ
CON
lay
L3
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'ZZ 1snOny 'Repu=l
6Z lsn6ny 'AepsJn41
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16 6 lsn6ny 'Aepsenl
1% lsn6ny 'fepuow
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ADT Day
47683 8/8/2003
49611 8/9/2003
45099 8/10/2003
40779 8/11/2003
43708 8/12/2003
42412 8/13/2003
43248 8/14/2003
45437 8/15/2003
47768 8/16/2003
42982 8/17/2003
39542 8/19/2003
40487 8/20/2003
40301 8/21 /2003
44077 8/22/2003
47052 8/23/2003
41796 8/24/2003
36999 8/26/2003
36994 8/27/2003
U:1UcJobs1012321SpecialStudiesl[JN01232_ADTComparison.xis]Sheetl Ly
APPENDIX M
TRIP SOURCE ANALYSIS RAW DATA
TABLE 1
TRAFFIC SOURCE DATA FOR NORTHBOUND COAST HIGHWAY SOUTH OF
NEWPORT COAST DRIVE
NUMBER
ISTART TIME
AM/PM
I VEHICLE TYPE
DESTINATION
END TIME
I PERIOD
I INITIALS
DATE
1 2:05
PM
Blue pick-u truck
N43
2:19
OP
JCGA
1 5/9/2002
2 2:12
PM
Blue Volvo
N88
2:15
OP
1 5/13/2002
3 2:23
PM
Black Toyota Camry
JA
2:37
OP
CGA
1 5/13/2002
4 2:10
PM
Blue Audi
N87
2:14
OP
CGA
5/14/2002
5 2:20
PM
Blue Jeep
N25
2:30
OP
CGA
5/14/2002
61 2:55
PM
Toyota Landcruiser
N88
2:56
OF
CGA
5/14/2002
71 6:47
AM
Red SUV
O
6:56
OP
ED
5/15/2002
81 7:59
AM
Green Rav4
N95B
8:10
AM
ED
5/16/2002
91 4.14
PM
White Cama
IN56
4:17
OP
CF
5/20/2002
10 4:23
PM
Silver Audi
IN58B
4:35
PM
CF
5/20/2002
11 7:08
AM
Grn Accord
IN35
7:23
AM
KM
5/20/2002
12 8:40
AM
White Sub.
IN91
8:43
1AM
KM
5/20/2002
13 8:53
AM
Brown Expl.
IN54
9:02
OP
KM
5/20/2002
14 5:11
PM
Grey SUV
N90B
5:17
PM
CF
5/21/2002
15 7:42
AM
Whitepick-up,
N15B
7:57
AM
ED
5/2V2002
16 8:30
AM
Violet Quest van
N92
8:32
AM
CF
5/21/2002
17 8:38
AM.
Black To ota Tundra
N238
8:45
AM
CF
5/21/2002
18 4:27
PM
Red Grand Am
N286B
4:28.1
OF
JCC
5/22/2002
19 4:46
PM
White Rodeo
C
5:01
IPM
JCC
5/22/2002
20 5:42
PM
Red truck
N30
5:58
PM
CF
5/22/2002
21 7:26
AM
White car
N28
7:40
AM
CF
5/22/2002
22 7:31
AM
Light grey SUV
Z
7:52
AM
ED
5/22/2002
23 5:02
PM
Honda Odyssey
N282
5:05
PM
JCC
5/24/2002
24 8:10
AM
White Car ju
8:25
AM JCF
5/24/2002
25 8:47
AM
Silver MBZ IN282
8:55
AM JCF
5/24/2002
26 6:11
PM
Black Civic
A
6:25
PM
CF
5/28/2002 .
27 4:25
PM
Brown wagon
N82.
4:32
PM
CF
5/29/2002
28 5:10
PM
Silver car
N53
5.16 PM
CF
5/29/2002
29 5:15
PM
Green Accord
O
5:26
PM
JCC
5/29/2002
30 5:34
PM
White Cam
U
5:45
PM
CF
5/29/2002
31 5:40
PM
Nissan Altima
N285
5:49
PM
JCC
5/29/2002
32 7:23
AM
Champagne MBZ
N91
7:26
AM
OF
5/29/2002
33 8:00
AM
White Cam
W
8:07
AM
CF
5/29/2002
34 8:28
AM
Black car
U
8:33
AM
CF
5/29/2002
35 4:34
PM
Blue Audi
N97
4:46
PM
KM
5/30/2002
36 4:54
PM
Black BMW
N73
5:17
PM
KM
5/30/2002
37 5:20
PM
Black Jetta
S
5:311
PM
CF
5/30/2002
38 5:43
PM
Beige Accrd
A
6:02
PM
KM
5/30/2002
39 8:40
AM
Cream Toyota
U
8:48
AM
CF
5/30/2002
40 5:03
PM
Black BMW
N294
5:05
PM
CF
5/31/2002
41 5:51
PM
Toyota Highlander
O
6:18
PM
JCC
5/31/2002
42 7:23
AM 1
Black car 1W
7:28
AM
CF
5/31/2002
43 7:50
AM I
Black SUV IT
8:01
AM
CF
5/31/200211
M3
TABLE 1 (CONTINUED)
TRAFFIC SOURCE DATA FOR NORTHBOUND COAST HIGHWAY SOUTH OF
NEWPORT COAST DRIVE
NUMBER
ISTART TIME
AM/PM
VEHICLE TYPE
DESTINATION
END TIME
I PERIOD
JINITIALS1
DATE
44 8:27
AM
Grey car Toyota
T
8:34_AM
CF
5/31/2002
45 4:56
PM
Silver MBZ
W
5:02
PM
CF
6/3/2002
46 5:30
PM
Black SUV
N94
5:37
PM
CF
6/3/2002
47 6:10
PM
Grey car
N282
6:14
PM
CF
6/3/2002
48 5:30
PM
White SUV
N53
5:34
PM
CF
6/4/2002
49 6:06
PM
Tan SUV
W
6:10
PM
CF
6/4/2002
50 6:12
PM
Black car
N73
6:18
PM
CF
6/4/2002
51 8:15
AM
Green Station Wagon
N81
8:31
AM
ED
6/4/2002
52 6:08
PM
Silver car
A
6:34
OP
CF
6/5/2002
53 7:32
AM'
Black car
N244A
7:37
AM.
CF,
6/5/2002
54 8:27
AM
Black MBZ.
O
8:43
AM
ED
6/5/2002
55 7:37
AM
Black Cabrio
W
7:411
AM
CF
6/7/2002
56 7:45
AM
Green SUV
N73
7:48
AM
CF
6/7/2002
57 7:58
AM
White Civic
N20
8:10
AM
CF
6/7/2002
58 5:06
PM
Silver Volvo car'
N97
5:11
PM
CF
6/10/2002
59 5:07
.PM
Blue Mercury Villager
N91
5:10
PM
JCC
6/10/2002
60 5:17
PM
Green Land Rover
N89A
5:23
PM
JCC
6/10/2002
61 5:36
PM
White MBZ
N60
5:47
1 PM
JCC
6/10/2002
62 5:39
PM
Black BMW
N282
5:44
PM
CF
6/10/2002
63 5:56
PM
Silver van
N20
6:10
PM
CF
6/10/2002
64 8:34
AM
Tan Cadillac
A
8:52
AM
ED
6/10/2002
65 4:42
PM
Green Camry
N93
4:45
PM
JCC
6/11/2002
66 4:47
PM
Gray Suzuki Vitara
N91
4:51
PM
JCC
6/11/2002
67 4:54
PM
Red Tacoma
O
5:02
PM
JCC
6/11/2002
68 5:37
PM
Black Honda Civiv
D
5:50
PM
JCC
6/11/2002
69 5:40
PM
Red car
N74
5:46
PM
CF
6/11/2002
70 6:15
PM
Black SUV
N54
6:24
PM
CF
6/11/2002
71 7:21
AM
White car
N91
7:24
AM
CF
6/11/2002
72 7:28
AM
White SUV
W
7:33
AM
CF
6/11/2002
73 8:43
AM
Black van
N72
8:49
AM
CF
6/11/2002
74 5:33
PM
Black car
N81
5:38
PM
CF
6/12/2002
75 5:47
PM
Red car
A
6:01
PM
CF
6/12/2002
76 7:37
AM
Black sports car
N 103
7:54
AM
ED
6/12/2002
77 8:55
AM
Maroon BMW
N72
9:05
OP
ED
6/12/2002
78 7:52
AM
Tan SUV
N28
8:01
AM
CF
6/14/2002
79 8:54
AM.
White SUV
N94
9:02 1
OP
CF
6/14/2002
80 4:35
PM
White SUV
N858
4:38
PM
CF
6/17/2002
81 4:43
PM
Black car
N236
4:52
PM
CF
6/17/2002
82 5:08
PM
Red SUV
N52A
5:20
PM
CF
6/17/2002
83 5:35
PM
Silver SUV
W
5:40
PM
CF
6/17/2002
84 5:59
PM
Silver van
N234
6:08
PM
CF
6/17/2002.
91 7:00
AM
Black car IN908
7:08
AM JCF
6/18/2002
92 7:04 JAM
I
Blue car IN99
7:08
AM
CF
6/18/2002
M4.
TABLE 1 (CONTINUED)
TRAFFIC SOURCE DATA FOR NORTHBOUND COAST HIGHWAY SOUTH OF
NEWPORT COAST DRIVE
NUMBER
ISTART TIME
AM/PM
VEHICLE TYPE
DESTINATION
END TIME
I PERIOD
INITIALS
DATE
93 7:18
AM
Silver Acura
N28
7:27
AM
CF
6/18/2002
94 7.45
AM
Yellow VW car
X
7:52
AM
CF
6/18/2002
95 8:15
AM
White SUV
T'
8:32
AM
CIF
6/18/2002
96 8:40
AM
Black car
N72
8:51
AM
CIF6/18/2002
97 4:40
PM
Blue SUV
N28
4:58
PM
CF
6/19/2002
98 5:18
PM ISilver
car
I U
I 5:23
PM
ICF
6/19/2002
99 5:40
PM Isilver
car
T
6:02
PM
ICF
6/19/2002
100
6:10
PM
1,Black car
N30
.6:30 1
PM
ICF
6/19/2002
U:\UcJobs\00460\specialstudies\[CarFollowData.xls]NB PCH m5l,
TABLE 2
TRAFFIC SOURCE DATA FOR SOUTHBOUND COAST HIGHWAY
SOUTH OF THE SANTA ANA RIVER
NUMBER
ISTART TIME AM/PM
VEHICLE TYPE
DESTINATION
END TIME
I PERIOD I INITIALS
DATE
1 2:41
PM
Blue Dodge Neon
Y
2:54
OP
CGA
5/9/2002
2 1:55
PM
Silver BMW
N84
2:05
OP
CGA
5/13/2002
3 2:38
PM
Blue truck
N28
2:44
OP
CGA
5/13/2002
4 2:40
PM
Brown MBZ
Y
2:53
OP
CGA
5/14/2002
5 7:11
AM
Grey Suburban
N44
7:16
AM
ED
5/15/2002
6 7:34
.AM
Tan Buick
N37A
7:36
AM .
ED
5/15/2002
7 7:52
AM
Black Civic
N37A
7:55
AM
ED
5/15/2002
8 8:02
AM
Black •ee
N22
8:09
AM
ED
5/15/2002
9 8:22
AM:Grey
van
B
8:28
AM
EC)
5/15/2002
10 .7:01
AM
White Toyotapick-up.
N81
7:12
AM
ED
5/16/2002
11 8:50
AM
Cream Volvo
C
8:54
AM
ED
5/16/2002
12 5:15
PM
White truck
C
5:20
PM
CF
5/20/2002
13 5:29
PM
Black car
C
5:34
PM
CF
5/20/2002
14 5:41
PM
Black BMW
N283
6:01
PM .
CF
5/20/2002
15 7:30
AM
Green Audi
N7A
7:48
AM
KM
5/20/2002
16 4:33
PM
Toyota Solara
N41
4:41
PM
CF
5/21/2002
17 5:24
PM
Black car
B
5:43
PM
CF
5/21/2002
18 6:06
PM
Silver car MBZ
N90B
6:15
PM
CF
5/21/2002
19 6:59
AM
Turqoise MBZ
N95A
7:14
AM
ED
5/21/2002
20 7:05
AM
Black Cabrio
N43
7:10
AM
CF
5/21/2002
21 7:20
AM
Black Honda
N90B
7:29
AM
CF
5/21/2002
22 7:39
AM
Blue Toyota Supra
N82
7:48
AM
CF
5/21/2002
23 8:15
AM
Blue Toyota
N37B
8:17
AM
ED
5/21/2002
24 8:25
AM
Maroon Cadillac
H
8:32
AM
ED
5/21/2002
25 8:42
AM
White Honda Passport
N45
8:48
AM
ED
5/21/2002
26 8:55
AM
Green SUV
N36
8:57
AM
ED
5/21/2002
27 4:43
PM
Red truck
N34
4:54
PM .
CF
5/22/2002
28 5:03
PM
Red GMC van
N21
5:11
PM
CF
5/22/2002
29 5:08
PM
Whitepick-up
G
5:17
PM
JCC
5/22/2002
30 5:30
PM
Silver Taurus
N53
5:38
PM
JCC
5/22/2002
31 7:03
AM
Green Toyota Corolla
N29
7:05
AM
ED
5/22/2002
32 7:06
AM
Silver Explorer
C
7:09
AM
CF
5/22/2002
33 7:09
AM
Red Jeep
Y
7:22
AM
ED
5/22/2002
34 7:05
AM
Black truck Chevorlet
N28
7:12
AM
CF
5/23/2002
35 7:18
AM
Red SUV
N27
7:24
AM
CF
5/24/2002
36 7:31
AM
Black truck
N81
7:44
AM
CF
5/24/2002
37 5:15
PM
White SUV
N71C
5:19
PM
CF
5/28/2002
38 5:46
PM
Cream car
A
5:53
PM
CF
5/28/2002
39 5:59
PM
Blue SUV
N90B
6:01
PM
CF
5/28/2002
40 5:38
PM
White Infiniti
N282
5:48
PM
CF
5/29/2002
41 6:18
PM lWhite
Blazer
N36
6:21
PM
JCC
5/29/2002
42 6:28
PM I
Silver BMW
N52A
6.34 OP
JCC
5/29/2002
43 7:08
AM
Silver Civic
N28
7:13
AM
CF
5/2912002
m�0
TABLE 2 (CONTINUED) -
TRAFFIC SOURCE DATA FOR SOUTHBOUND COAST HIGHWAY
SOUTH OF THE SANTA ANA RIVER
NUMBER
ISTART TIME
AM/PM
VEHICLE TYPE
DESTINATION
END TIME
I PERIOD
I INITIALS
I DATE
44 4:35
PM
Black Civic
C
4:40
PM
CF
5/30/2002
45 4:48
PM
White SUV
X
4:59
PM
CF
5/30/2002
46 5:55
PM
Grey station wagon
N74
6:02
PM
CF
5/30/2002
47 6:05
PM
Silver Audi
N35
6:06
PM
KM
5/30/2002
48 6:08
PM
Grey Passat
N59
6:24
PM
KM
5/30/2002
49. 7:08
AM
White Civic
N28
7:11
AM
CF
5/30/2002
50 7:16
AM
Black SUV
N28
7:20
AM
CF
5/30/2002
51 7:29
AM
Green Jeep
T
7:46
AM
CF
5/30/2002
52 7:07
AM
White van
Y
7:19
AM
CF
5/31/2002
53 4:28
PM
Champagne Acura
Y
4:53
OP
CF
6/3/2002
54 6:20
PM
Red car
C
6:28
1 PM
CF
" 6/3/2002
55 7:02
AM
White BMW
Z
7:10
AM
ED
6/3/2002
56 7:20
AM
Green Jee Wrangler
C
7:26
AM
ED
6/3/2002
57 7:53
AM
Red Toyota Celica
N75
8:07
AM •
ED
6/3/2002
58 4:25
PM
Green car
N28
4:38
PM
CF
6/4/2002
59 4:43
PM
Silver Cam
T
4:54
.PM
CF
6/4/2002
60 7:05
AM
Sliver car
N28
7:08
AM
CF
6/4/2002
61 7:06
AM
Tan Cadillac
Z
7:12
AM
ED
6/4/2002
62 7:16
AM
White SUV
N282
7:21
AM
CF
6/4/2002
63 7:22
AM
Yellow Xterra
N102
7:41
AM
ED
6/4/2002
64 7:30
AM
White Cabrio
N281
7:3$
AM
CF
6/4/2002
65 8:48
AM
Red car
O
9:12'OP
CF
6/4/2002
66 7:29
AM
White Kia
N73
7:40
AM
ED
6/5/2002
67 7:07
AM
Tan car
C
7:11
AM
CF
6/7/2002
68 7:20
AM
White SUV
Y
7:35
AM
CF
6/7/2002
69 8:25
AM
White Car
N28
8:29
AM
CF
6/7/2002
70 8:34
AM
Red MBZ
N28
8:39
AM
CF
6/7/2002
71 8:47
AM
White SUV
O
8:57
AM
CF
6/7/2002
72 4:33
PM
Champagne car
N37A
4:42
IPM
CF
6/10/2002
73 4:34
PM
White Civic
S
4:51
PM
JCC
6/10/2002
74 6:09
PM
Chevrolet Tahoe
N30
6:15
PM
JCC '
6/10/2002
75 6:15
PM
White SUV
N38B
6:22
PM
CF
6/10/2002
76 7:31
AM
Black Rav4
N66
7:47
AM
ED
6/10/2002
77 8:55
AM
White Jeep
Z
9:02
OP
ED
6/10/2002
78 4:28
PM
Black car
S
4:46
PM
CF
6/11/2002
79 5:55
PM
Gray Buick
N84
6:03
PM
JCC
6/11/2002
80 7:58
AM
White car
N23
8:05
AM
CF
6/11/2002
81 8:28
AM
White car
Y
8:43
AM
CF
6/11/2002
82 6:10
PM
White SUV
C
6:13
PM
CF
6/12/2002
83 6:20
PM
Black car
N95
6:28
PM
CF
6/12/2002
84 6:58
AM
Purple truck IN36
7:01
AM
ED
6/12/2002
85 7:05
AM
Red SUV 1C
7:08
AM
CF
6/12/2002
86 7:09
AM
Blue Saturn JN84
1 7:18
AM
ED
6/12/2002
M�
TABLE 2 (CONTINUED)
TRAFFIC SOURCE DATA FOR SOUTHBOUND COAST HIGHWAY
SOUTH OF THE SANTA ANA RIVER
NUMBER
START TIME
AM/PM
VEHICLE TYPE
DESTINATION
END TIME
I PERIOD
I INITIALS
DATE
87 8:05
AM
Black SUV
N22
8:15
AM
CF
6/12/2002
88 8:20
AM
Black car
N73
8:31
AM
CF
6/12/2002
89 7:04
AM
Silver SUV
N36
7:07
AM
ED
6/13/2002
90 7:15
AM
White BMW
Z
7:24
AM
ED
6/13/2002
91 7:51
AM
Black Pathfinder
N75
8:06
AM
ED
6/13/2002
92 7:05
AM
Green car
C
7:08
AM
CF
6/14/2002
93 7:15
AM
Silver car
N282
7:26
AM
CF
6/14/2002
94 7:18
AM
White van
N67
7:25
AM
CF
6/15/2002
95 8:27
AM
Silver SUV
N73
8:42
AM
CF
6/15/2002
96 5:37
PM
White SUV
N36
5:41
PM
CF
5/5/2005
97 5:48
PM I
Black car
N92
6:03
PM
CF
6/5/2005
98 7:12
AM
Black Jeep
N28
7:19
AM
CF
6/5/2005
99 7:24
AM
Black BMW
N89A
7:29
AM
CF
6/5/2005
100
8:14
AM
White car
N73
8:30
AM
CF
6/5/2005
U:\UcJobs\004601specialstudiesk[CarFollowData.xls]SB PCH
TABLE 3
TRAFFIC SOURCE DATA FOR SOUTHBOUND MACARTHUR BOULEVARD
NORTH OF BONITA CANYON DRIVE
INUMBERI
START TIMEJ
AM/PM
VEHICLE TYPE
DESTINATION
I END TIME
PERIOD
I INITIALS
I DATE
1 1:48
PM
White Jaguar
N90A
1:52
OP
CGA
5/9/2002
2 1:07
PM
White Mazda 626
N80
1:10
OP
CGA
5/13/2002
3 1:20
PM
Green Volvo
N281
1:27
OP
CGA
5/13/2002
4 1:16
PM
Green minivan
N81
1:20
OP
CGA
5/14/2002
5 1:23
PM
White Porsche
N99
1.:27
OP
CGA
5/14/2002
61 1:35
PM
White Civic
N74
1:42
OP
CGA
5/14/2002
71 1:45
PM
Nissan Xterra
N294
2:00
OP
CGA
5/14/2002
8 8:47
AM
White Acura
N81
8:50
AM
ED
5/15/2002
9 7:35
AM
Turgoise Toyota
N290A
7:41
AM
ED
5/16/2002
10 3:54
PM
White Explorer
N283
4,02
OP
CF
5/20/2002
11 4Al
PM
White van
N101
4:45
PM
CF
5/20/2002
12 7:59
AM.
Blue MBZ
N94
8:02
AM
KM
5/20/2002
13 8:18
AM
Blue Jeep
N281
8:25
AM
KM
5/20/2002
14 4:55
PM
White MBZ
N83
5:00
PM
CF
5/21/2002
15 7:21
AM
Black Mustang
N84
7:29
AM
ED
5/21/2002
16 8:47
AM
Black Mustang
C
8:51
AM
CF
5/21/2002
17 4:10
PM
Silver Audi
N89A
4:16
OP
JCC
5/22/2002
18 5:50
PM
Red Buick sedan
N74
5:55
PM
JCC
5/22/2002
19 6:18
PM
Ford Thunderbird
Y
6:26
PM
JCC
5/22/2002
20 8:07
AM
White Cavalier
N82
8:13
AM
CF
5/22/2002
21 8:22
AM
Grey S80
N78
8:27
AM
CF
5/22/2002
22 8:48
AM
White Corolla
N293
8:57
AM
CF
5/22/2002
23 6:19
PM
White Carnry
N81
6:23
PM
CF
5/23/2002
24 6:28
PM
White BMW
N82
6:32
OP
CF
5/23/2002
25 7:32
AM
White Mustang
N82
7:36
AM
CF
5/23/2002
26 7:48
AM
White BMW
N283
7:59
AM
CF
5/23/2002
27 8:13
AM
Red car
N294
8:24
AM
CF
5/23/2002
28 7:51
AM
Black MBZ car
N73
7:55
AM
CF
5/24/2002
29 8:27
AM
Silver Acura
N90B
8:36
AM
CF
5/24/2002
30 7:58
AM
Silver BMW
N81
8:01
AM
CF
5/27/2002
31 4:20
PM
Cream Pathfinder
N87
4:28
OP
CF
5/28/2002
32 4:42
PM
White car
N82
4:45
PM
CF
5/28/2002
33 4:54
PM
Black car
N101
5:01
PM
CF
5/28/2002
34 5:05
PM
White Lexus
N285
5:11
PM
CF
5/28/2002
35 4:30
PM
Blue BMW
N69
4:32
PM
JCC
5/29/2002
36 4:37
PM
White Nissan sedan
N89B
4:43
PM
JCC
5/29/2002
37 4:51
PM
Red car
N82
4:55
PM
CF
5/29/2002
38 5:03
PM
Black car
U
5:08
PM
CF
5/29/2002
39 5:30
PM
black Jaguar
N89A
5:37
PM
JCC
5/29/2002
40 6:25
PM
Red van
N73
6:33
OP
CF
5/29/2002
41 6:37
PM I
Beige Porsche
N239
6:45
OP IJCC
5/29/2002
42 7:32
AM
Blue SUV
N82
7:39
AM
CF
5/29/2002
43 7:50
AM
Black Tundra
X
7:57
AM
CF
5/29/2002
44 8:40
AM
White Camry
1\172
8:46
AM
CF
5/29/2002
m 0`
TABLE 3 (CONTINUED)
TRAFFIC SOURCE DATA FOR SOUTHBOUND MACARTHUR BOULEVARD
NORTH OF BONITA CANYON DRIVE
NUMBER
START TIME
AM/PM
VEHICLE TYPE
DESTINATION
END TIME
PERIOD
INI"I IALS
DATE
45 8:52
AM
Black SUV
N28
9:01
OP
CF
5/29/�'02
46 5:24
PM
Green Sub.
Y
5:38
PM
KM
5/30/Z002
47 8:01
AM
Black Lexus
N82
8:07
AM
CF
5/30/2002
48 8:25
AM
Green Accord
N858
8:32
AM
CF
5/30/2002
49 4:14
PM
White Lexus
N74
4:16
OP
JCC
5/31/2002
50 4:33
PM
Red MBZ
N74
4:38
PM
JCC
5/31/2002
51 4:46
PM
Blue Ex lover
N101
4:51
PM
JCC
5i3l/2002
52 5:06
PM
Black Honda
N74
5:14
PM
JCC
5/31/2002
53 5:22
PM
Black Buick
N101
5:26
PM
JCC
5/31/2002
54 5:31
PM
Honda Odyssey
N85B
5:44
PM
JCC
5/31/2002
55 6:22
PM
Black BMW
N74
6:26
PM
JCC
5/31/2002
56 8:08
AM
Red Van
N81
8:15
AM
CF
5/31/2002
57 8:40
AM
Black car
N95A
8:46
AM
CF
5/31/2002
58 8:51
AM
Blue SUV
N74
8:54
AM
CF
5/31/2002
59 8:52
AM
White car
N283
9:02
OP
CF
5/31/2002
60 5:41
PM
Black SUV
N99
5:45
PM
CF
6/3/2002
61 6:02
PM
Black Jeep
N82
6:10
PM
CF
6/3/2002
62 8:16
AM
Silver Explorer
N74
8:20
AM
ED
6/3/2002
63 8:35
AM
Red Jetta
N73
8:38
AM
ED
6/3/2002
64 8:50
AM
Black Expedition
N80
8:57
AM
ED
6/3/2002
65 4:58
PM
Champagne car
N90B
5:04
PM
CF
6/4/2002
66 5:50
PM
Black MBZ
N87
6:03
PM
CF
6/4/2002
67 7:45
AM
Black SUV
N85A
7:54
AM
CF
6/4/2002
68 7:52
AM
Bluepick-up
N91
8:03
AM
ED
6/4/2002
69 8:02
AM
Silver BMW
N294
8:17
AM
CF
6/4/2002
70 8:31
AM
Black Lexus
N25A
8:41
AM
CF
6/4/2002
71 8:50
AM
Maroon van
N74
8:54
AM
ED
6/4/2002
72 4:34
PM
Green car
N29
4:38
PM
CF
6/5/2002
73 5:21
PM
White SUV
N25A
5:30
PM
CF
6/5/2002
74 7:53
AM
Silver Lexus SuV
N95A
7:55
AM
ED
6/5/2002
75 8:11
AM
White Nissan sedan
Y
8:20
AM
ED
6/5/2002
76 8:40
AM
White car
N52
8:52
AM
CF
6/5/2002
77 8:54
AM
Blue Beetle
N73
8:57
AM
ED
6/5/2002
78 4:18
PM
White Saab sedan
N81
4:21
OP
JCC
6/10/2002
79 4:55
PM
Gray Sequoia
N286B
5:03
PM
JCC
6/10/2002
80 4:55
PM
White Acura car
Y
5:03
PM
CF
6/10/2002
81 9:17
PM
Silver wagon
N91
5:24
PM
CF
6/10/2002
82 5:51
PM
Red Corolla
A
6:07
PM
JCC
6/10/2002
83 7:56
AM
Silver Accord
N94
8:04
AM
ED
6/10/2002
84 8:11
AM lGreen
Truck
N84
8:22
AM
ED
6/10/2002
85 4:25
PM lWhite
Civic I
N74
4:32
OP
JCC
6/11/2002
86 4:52 PM I White car IN282 5:03 1 PM CF 6/11/2002
87 5:04 1 PM I Toyota 4Runner IN74 5:09 1 PM JCC 1 6/11/2002 M\D
TABLE 3 (CONTINUED)
TRAFFIC SOURCE DATA FOR SOUTHBOUND MACARTHUR BOULEVARD
NORTH OF BONITA CANYON DRIVE
INUMBERI
START TIME
I AM/PM
I VEHICLE TYPE
I DESTINATION
END TIME
I PERIOD
I INITIALS1
DATE
88 5:15
PM
Blue BMW
N238
5:18
PM
JCC
6/11/2002
89 5:23
PM
Peach Lexus sedan
Y
5:36
PM
JCC
6/11/2002
90 5:24
PM
White car
N85A
5:31
PM
CF
6/11/2002
91 5:57
PM
White car
Y
6:12
PM
CF
6/11/2002
92 7:25
AM
Red car
N85B
7:14
AM
CF
6/11/2002
93 7:40
AM
Black car
IN94
7:42
AM
CF
1 6/11/2002
94 4:36
PM
Tan SUV
N104
4:41
PM
CF
6/12/2002
95 5:00
PM
Black car
N96
5:00
PM
CF
6/12/2002
96 5:12
PM
Silver car
N82
5:20
PM
CF
6/12/2002
97 8:23
AM .
Silver MBZ
N70
8:28
AM
ED
6/12/2002
98 8:38
AM lWhite
sedan
N91
8:47
AM
ED
6/12/2002
99 8:41
AM
181ack SUV
Y
8:46
AM
CF
6/12/2002
100
8:21
AM Iblue
truck
N84
8:30
AM
ED
6/13/2002
U:\Uc,Jobs\00460\specialstudies\[CarFollowData.xls]SB MacArthur
THIS PAGE INTENTIONALLY LEFT BLANK
m(*k
APPENDIX N
TRAFFIC SOURCE ANALYSIS COLLECTION TIME DISTRIBUTION
K
O O 0 0 O
co In d CY) N
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Q
I U
m
Z
I .x
0 3
I Q
LL
CO
U
a
0 I
i C)
0 N
Q
U
i
0 0 0 0 0 0 0 0
I` CD LO d M N
saldweS
NH
0 �L
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THIS PAGE INTENTIONALLY LEFT BLANK
N6
APPENDIX O
2001/2002 INTERSECTION TURNING MOVEMENT COUNTS
�S wPO Ri
1 % TRAFFIC VOL UME ANAL PSIS
INTERSECTION: SUPERIOR AVE (E&W) & PLACENTIA AVE (N&S) 2565 (Existing Traffic Volumes Based on Average K'fnter/Spring 2001 AM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR
REGIONAL GROWTH
VOLUME
APPROVED PI.ROJECTS1
PEAK HOUR
VOLUME
PROJECTED
PEAK HOUR
VOLUME
1% OF PROJECTED
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
299
Southbound
618
Eastbound
1734
Westbound
291
Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes.
Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOL UME ANALYSIS
INTERSECTION: SUPERIOR AVE (E&W) & PLACENTIA AVE (N&S) 2565 (Existing Traffic Volumes Based on Average Winter/Spring 2001 PM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR APPROVED PROJECTS
REGIONAL GROWTH PEAK HOUR
VOLUME VOLUME
PROJECTED
PEAK HOUR
VOLUME
I % OF PROJECTED
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
380
Southbound
587
Eastbound
791
Westbound
838
0 Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes. 0 Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
03 DATE:
SU2565AM
� SEW PaR�
O �
n
INTERSECTION CAPACITY UTILIZATION ANALYSIS U C,
C"9C/ FO Rr �
0 INTERSECTION: SUPERIOR AVE (E&W) & PLACENTIAAVE (N&S) 2565
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
Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I VIC Ratio j Volume j 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 I I 17 I I I
-—------ - I
I
NT 3200 I 237 0.093
I------- -- ) ------------- ----- ----- — } -- --- - ----- -- - } ----- -- } I
NR I I 45 I I I
I
SL 1 1600 1 1 13 I 0.008 I I I I I
I
I--------------- ------.- ----------- — ----- — - -- — - ---- ---- - — - - --- -- — - --- ---- ST I 1600 1 I 319 0.199 1 I I I
- --- ---- I
I
I SR I 1600 I I 286 I 0.179 I I I I I
I
EL I 1600 I I 379 1 0.237 I I I
I ET 1 I 1342 I I I
I
I - — --- -- } 3200 — --- - — — — } 0.423 ' - --- ---- — - — ---- — } - -- — } I
ER 1 I 13 I I I
I
I------ --- -- -------- ----- --------- -------- - -- -- — -- - -- ------ ---------- ------- ---------- --------- - - WL 1 1600 I I 54 I 0.034 I 1 1
- -- — I
I-------------- - -------- - -- - - --------- -— ----- --- ---------- ------- ------ - ------ --------- ---------- -- - I WT I I 223 1 I I
- - --- I
I
I } 3200 -------- } 0.074 ------ - - - —--------- } - ----- -- } I
I- WR I I 14 1 I I
I
I- -- -- --• - - - — — _ . _-- - ---------- - --- ------ ----- ----- ----------- - - -- EXISTING I.C.U. I 0.657 1
— I
I- - --- -- -- - — - - - -- --- ------ ---------------- ---------------- --- ----- ----------- - EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I 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 I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U, w/systems improvement will be less than or equal to 0.90 _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement:
PROJECT
SU2565AM
QL1
FORM II
SU2565PM
INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION:
SUPERIOR AVE (E&W) & PLACENTIA AVE (N&S) 2565
EXISTING TRAFFIC VOLUMES
BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM
EXISTING
I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement 1 Lanes
I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C 1 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
Nt.
I I 27 I I I I
NT 3200
I I 254 0.119 I 1 1
I. NR
I I 99 I I I {
SL I 1600
I I 7 1. 0.004
ST 1 1600
I I 184 { 0.115 I I I I
SR 1 1600
I I 396 1 0.248 1 1 1 I I I
EL 1 1600
I 255 I 0.159 I I f I I
ET
1 I 512 I I I I
3200
. _.—_-- -- — - — } 0.168 — ---- -------- } } I
ER
I I 24 I I I I
WL 1 1600
I 1 41 1 0.026 I I I I I I
WT
1 1 786 I I I I
-------- } 3200
-- ------ --------- } 0.249 • —
WR
I I 11 I I I I
--------- - -- --
EXISTING I.C.U.
-- - - --- --- - ----- - - - - ._ . -- - - - - I
I 0,642 I I
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I _I Projected + project traffic I.C.U: will be less than or equal to 0.90 I J Projected + project traffic I.C.U. will be greater than 0.90 I J 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
SU2565PM
05 FORM II
CH1855AMALT
PO
\�
INTERSECTION CAPACITY UTILIZATION ANALYSIS Fo �P
INTERSECTION: COAST HIGHWAY & BALBOA BOULEVARQLSUPERlOR�1855 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM .................................................... ....................................................................................................................... .
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 Capacity I Capacity j Volume I Ratio I Volume I Volume I w/o Project I Ratio I I I I I I Volume I
............................................................................................... ............................................................................ 1 NL 1 1600 1 1 270 1 0.169 1 1 1 1 1 1
.............. .. .................I..................... ---................... ..................... .................... .--............ ...................
NT 1 1 572 1 1 1 1
................ } 3200................................... } 0.190 ■.....................................
NR 1 1 36 1 1 I
.....................................................................................................................................................I ..................
SL 1 1600 1 1 164 1 0.103 * I I I I I
................................................................................. ................... ................. I... ................... ............... ..................
ST 1 3200 1 1 145 1 0.045 1 1 1 1 1 1
................ ......................................................... ........ ................... ................... I.. ............... ....................................
SR 1 3200 I 1 187 I 0.058 1 1 1 1 1 1
...............................................................................................................................................................................
EL 3200 1 1 1319 I 0.412 1 1 1 1 1 1
................. ..
............ ........................................................................................................... ............... ...................
ET 1 4800 1 1 2708 1 0.564 " I I I I I
.............. I . . .............. ...................................... .............. ................ .... ..................... ................... .............. ....... I...........
ER 1 1600 1 1 280 1 0.175 1 1 1 1 1 1
..............................................................................................................................................................................
WL I 1600 j 1 43 1 0.027 " I I I I I
................................................................................................................................... ...........................................
WT I 1 659 1 1 1 I 1 1
................ 1 6400 } 0.131 .................-- - .................... } ............... } I WR I 1 182 I I I I 1
......... . .................. . .................... . .................. . .............. . ....... I ..........
EXISTING I.C.U. 0.884 1 1
................................................................................................... 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ................................................................................. ...............................................:............................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I .................................................................................................................................................................................
Split Phase N/S Direction
i_I 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
CH1855AM
CH1855PMALT
::9
r vgpoV
:j;..
F '' '-Z
U
INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION: COAST HIGHWAY & BALBOA OULEVARD/SUPERIOR AVENUE 1855 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM ............................................................................................................................... ............. ............... .............. .
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 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 Volume I I I
1..................................................................................................
NIL 1 1600 1 1 404 0.253 " I 1 .I 1 1
................ ............... .................. ........ I ........ ............... ......................................................... ............... .............. 1 NT 1 1 336 1 1 1 1 1 I
................ } 3200................................... } 0.130 ................. .................... } ............... } I NR I 1 81 1 1 I 1 I 1
.................................................................................................................................................... ..............
SL 1 1600 1 1 191 1 0.119 1 1 1 1 1 I
...................................................................................................................................................................
ST 1 3200 1 ► 343 I 0.107 1 1 1 1 1 I
................................................................................................................................................... ...................
SR 1 3200 1 I. 725 1 0.227 " I I I I I
.......................................................................................................................................................................
EL 1 3200 1 1 384 1 0.120 — I I I I I
........................................................................................ ................... . ....... I ........... . .............. . ............
ET 1 4800 1 1 1083 1 0.226 1 1 1 1 I I
......................................................................................................................................................... ..............
ER 1 1600 1 1 279 1 0.174 1 I 1 1 1 I
.................................................................. ............... ....... I......... ......................................... .........---... ..............
WL 1 1600 1 1 190 1 0.119 1 1 1 1 I I
.................................................................. ............... ........ I........ ...... I............. _ .................. ... .............. 1 WT 1 1 2433 1 1 1 I I I
................ } 6400................................... } 0.398 ' ................ .................... } .............. } 1 WR 1 1 117 1 1 1 I I
....................................................................................................................................................................... 1 EXISTING I.C.U. 1 0.998 1 I
....................................................................................................................... ....... I............
EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.0 I I I ................ ............... .... I.............. ................ ............... ............... ..... ........... ........ .................... ............... ..............
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I . ................ ............... ................... ...... .......... ............... ........ I ........ ......... ............ .................... ................ ................
Split Phase N/S Direction:'" EL goes with SR
I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _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
CH1855PM
0-1
I
NE2480 ALT
SEW PORT
01. INTERSECTION CAPACITY UTILIZATION ANALYSIS
9�� RN
INTERSECTION: NEWPORT BOULEVARD & HOSPITAL ROAD 2480
FO
EXISTING TRAFFIC VOLUMES B ED ON AVERAGE DAILY TRAFFIC
WINTER/SPRING
2001 AM
.................................................................................... I .... . ..................
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 Volume I - I
1................. ................ .................... ................. ................ ...................
NIL 1 1600 1 1 125 1 0.078 1
......................
1 .................... ................
1 1 1
1 ...................................................................................I....................
NT 1 1 1520 1
......................
1 .................... .................................. I 1 1 1 I
4800 •......... 7......... . } 0.335 * .................. ......................
} ................ } I
I NR 1 1 87 1
1 I 1 I I
1....................................................................................................................................................................................
SL 1600 1 1 43 1 0.027
I
I I I I
...................................................................... ................ ...................
ST 1 1 1007 1
......................
1 .................... ................ .................. I 1 1 I I
................. } 4800 .----................ ............... } 0.280 1 .................. ......................
} ................ } I
SR 1 1 337 1
1 I 1 I I
1 ................................. .................... ......... ........ ............. ...................... 1 EL 1 1600 1 1 178 1 0.111 *
......................
I
................ .... ................ ..... I............ i I I I
................................. .................... ................. ................ ................ I.. 1 ET 1 1600 1' I 197 1 0.123 1
. .....................
1 .................... ................ .................. I 1 1 1 I
1................. ................ .................... ................. ................ ...................
I ER 1 1600 1 1 239 1 0.149 1
......................
1 ................. ................... .................. I 1 1 1 I
1......................................................................................................... 1 WL 1 1600 1 1 73 1 0.046 1
......................................
1 ...........................I..........
1 1 1 I
1........ ......... ................ .................... ................. ..... ...... I .... ................. I.
WT 1 1 301 1
..........................................
1 .......... I..... .................. I
1 1 I I
I................. } 3200 ..................................... } 0.097. * .................. ......................
} ................ } I
I WR I 1 10 1
1 I 1 I I
1...................................................................................................................................................
EXISTING I.C.U. 1 0.570 1
.................................. 1
1 ................. I ................ _................... ................ . ............... . .................. ..........................................
EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. .
I I I
.....................................................................................................................................................................................
I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ...................................................................................................................................................... 1 I 1
................................... .
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 ....................................................................... . ........... I ... . .................. ....................................................... ..................
Description of system improvement:
PROJECT FORM II
N E248CA M
NE2480_ALT
��W PC) X
k
INTERSECTION CAPACITY UTILIZATION ANALYSIS
C -
9 11 FO FtTX%P
INTERSECTION: WPORT BOULEVARD & HOSPITAL ROAD 2480
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM
.............................................................................................................................................................................
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 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
...................
Volume I I I
................ ............... ................ ............... ................. ._ .._.................
NL 1 1600 1 1 127 1 0.079 " I I
................... ............... .............. I
I I I
1.......................................................................................................................................................................
NT 1 1 1453 1 1 1
I
1 1 1
................ } 4800................................... } 0.318 ................. .................... } ............... } I
NR 1 1 72 1 1 I
:......
1 I I
................ ............... ................... ................ . ....... ................. .......................................................
I SL 1 1600 1 1 42 1 0.026 1 1 1
.............. I
1 1 1
..........................................................................................................................................................
ST 1 1 1826 1 1 1
.............. I
1 I I
4800 ................ } 0.419 • ................ .................... } ............... } I
I SR 1 1 186 I I I
I I I
.................................................................................................. .....................
EL 1 1600 1 1 257 1 0.161 " I I
................... ............... .............. 1
I I I
1................ ............... ................... ..... :.......... . .............. ................. .......................................................
I ET 1 1600 1 1 143 1 0.089 1 1 1
'..................
.............. I
1 1 I
................................ ................ . .............. ................. .................... .
ER 1 1600 1 1 231 1 0.144 1 1 1
................... ............... .............. 1
1 1 I
1.........................................................................................................................................................
WL 1 1600 1 1 158 1 0.099 1 1 1
.............. 1
1 1 I
.................................................................................................. .......................................................
WT 1 1 214 1 1 1
.............. 1
1 1 I
I................ } 3200................... ................ } 0.077 • ................ .................
I WR 1 1 31 I 1 I
1 I I
..........................................................................................................................................
EXISTING I.C.U. 1 0.736 1
• .............. .............. I
I
I............................................................................................................................................ 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I
........................................................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. .............................................................................................................................................. 1 I I
............... .............. .
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 I_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 1_1 Project increases I.C.U. by 0.005 or greater
.................................................................... ............... ................. ..................... .................... ............... .............. .
Description of system improvement:
rKWtl, I
NE2480PM
M
FORM II
y
J
Transportation Studies, Inc.
City : NEWPORT BRACH
1820 E. Garry Avenue
Study Name:
H0110154
N/S Direction NEWPORT BOULEVARD
Suite 116
Site Code :
00000918
B/W Direction VIA LIDO
Santa Ana, CA. 92705
Start Date:
10/24/01
Client : CITY OF NEWPORT BRACH
Page
1 TURNING MOVEMENTS
NEWPORT BOULBV
VIA LIDO
NEWPORT BOULBV
Sorthbound
Westbound
Northbound
Start
lime
Thru
Left
Right
le
Right
Th
Intrvl.
10/24/01
07:00
135
44 44
0 2
247
472
07:15
199
45 68
1 3
265
581
01:30
175
63 84
2 4
454
782
07:45
236
85 73
4 2
384
784
Hour
745
237
269
7 11
1350
2619
08:00
222
75 68
1 6
316
688
08:15
195
70 87
2 1
361
722
08:30
188
96 49
5 9
362
709
2 116
75 1
11 335
74 -Hour
797
357
'279
9 .33
1378
2953
[BRBA11
---------------
---------------
---------------
-------
16:30
365
121
114
6 2
216
824
16:45
402
130
112
13 2
237
996
Hour
767
251
226
19 4
453
1720
17:00
403
123
136
5 8
252
927
17:15
362
92 115
3 20
248
840
17:30
435
73 124
1 6
279
918
7 Hour
1590
376
481
22 40
1064
3573
18:00
416
102
118
9 13
288
946
18:15
334
99 103
4 7
233
790
Total
4649
1422
1476
70 108
4766
12491
F Apr.
76.5 23.4
95.4 4.5
2.2 97.7
-
F Int.
37.2 11.3
11.8 0.5
0.8 38.1
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 R. Garry Avenue
NHS Direction NEWPORT BOULEVARD Suite 116
ELK Direction VIA LIDO Santa Ana, CA. 92705
Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
NEWPORT BOULEV JVIk LIDO NEWPORT BOULEV
Start
Southbound Westbound Northbound
Intrvl.
m Rru Total
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/24/01 to 08:45 on 10/24/01 Time 07:30 07:30 07:30
Vol. 828 293 312 9 19 1515
Pct. 73.8 26.1 97.1 2.8 1.2 98.7
Total 1121 321 1534
High 07:45 08:15 07:30
Vol. 236 85 87 2 4 454
Total 321 89 4S8
PHF. 0.873 0.901 0.837
NEWPORT BOULEUARD
828 1827
293
294;8
10/24/01 T- 312
07:30an
0O:15an
2976 633 9
—� 312
VIA LID
N
2371
� T �
1515
037 19
NEWPORT BOULEVARD
00 J
Study Name: 90110154
Site Code : 00000918
Start Date: 10124/01
Page : 2
Transportation Studies, Inc.
City : NEWPORT BBACH 1820 E. Garry Avenue
HIS Direction NEWPORT BOULEVARD Suite 116
B/W Direction VIA LIDO Santa Ana, CA. 92705
Client : CITY OF NEWPORT BBACH
TURNING MOVEMENTS
NEWPORT BOULEV VIA LIDO NEWPORT BOULEV
Southbound Westbound Northbound
Star[ lintrvl.
Time Thu �Eft Right Left Right IhIU1 Total
Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/24/01 to 10:15 on 10/24/01 Time 17:15 17:15 17:15
Vol. 1603 355 463 26 45 1100
Pct. 81.8 18.1 94.6 5.3 3.9 96.0
Total 1958 489 1145
High 18:00 18:00 18:00
Vol. 416 102. 118 9 13 288
Total 518 127 301
PHF 0.944 0.962 0.950
NEWPORT BOULEUARD
1603 1563
355
3521
1?/24/01 T— 463
0 :15pM
06:00PM
3592 999 �— 26
—� 400
UTA L570
N
2774
y T f
1100
1629 45
NEWPORT BOULEUARD
00-
Study Name: H0110154
Si-'-, Code : 00000918
Start Date: 10/24/01
Page . 3
J
NE1310AM
r�
k SEW Pp,
INTERSECTION CAPACITY UTILIZATION ANALYSIS
H/-/ FO RN
INTERSECTION: NEWPORT BOULEVAR & 32ND STREET 1310
-.00OLMop—
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
Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I 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 Volume I I
1....................................................................................................................................................................................
NIL 1600 1 1 18 1 0.011 " I
I I
..................................................... . ............... . .................. ..................................................... 1 NT 1 1 1025 1 1
..... . .................
1 1 ................. } 3200..................................... } 0.325 ................... ...................... } ................ }
NR 1 1 14 1 1
1 1..................................................................................................................................................................................... 1 SL 1 16001 1 541 0.034 1 1
1 1 1
................................................................................................................................................... 1 ST 1 1 686 1 1
.................... ........
1 1 ................. } 3200..................................... } 0.256 " .................. ......................
I SR 1 1 133 1 1
1 1................. ................ ............. ....... ................. ................ ..I................ ..........................................................
EL 1 1 361 1 1
..............
1 1
1 ................. } 3200..................................... } 0.125 " .................. ...................... } } ................
ET 1 1 39 1 1
1 .................. . 1..................................................................................................................................................................
ER I N.S. 1 1 131 1 1
1 1 1 1
1................................................................................................................................................................... 1 WL 1 1 41 1 1
..................
1 1
1 ................. } 3200............ :....... ................. } 0.023 • .................. ......................
I WT 1 1 33 1 1
1 WR I N.S.1 1 651 1 1
................ .
1 1 1 I
................. ................ ..-................ ................. ................ ................... .................. ....
I EXISTING I.C.U. 1 0.415 1
.................... ................ . I................. 1 I
............................................ . .....................
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. ................... 1
I I
...................................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ... ...... 1
I I I I
.............. . ............... . ................... . ................ . ......... I ..... . .................. ...........................................
Split Phase E/W 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 I_I 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 ....................................................... ........................... I .... . .................. . ...................... .................... ................ ..-.............. .
Description of system improvement:
................................... .................... ................. ................ .................. . ...................... .................... ................ ................. .
PROJECT FORM II
NE1310AM
015
NE131OPM
PC)
1T
V
INTERSECTION CAPACITY UTILIZATION ANALYSIS
)
�—
c�trFOa0'�P
INTERSECTION: NEWPORT BOULEVA3II & 32ND STREET 1310
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM
............................................................................................................................................................
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
:..
................ ............... ........... I ....... ................ ............... ................. ..................... .
NL 1 1600 1 1 73 1 0.046 " I I
................... ............ ......
I I I
.................................................................................................. ........................................
NT 1 1 842 1 . I
. ............................
I I
................ } 3200................................... } 0.270 ................. .................... } ............... }
I NR 1 1 21 1 {
1 I
1............................................................... ..............
1. SL 1 1600 1 1 68 ► 0.043 I I 1
................... ............... ...............
1 1 I
.......................................................................................................................................................................
ST 1 1 1118 I 1
I
1 I
I................ } 3200................................... } 0.435 * ................ . .
I SR 1 1 273 I I
I I
1........................................ ..................... . ....................................................................................................
EL 1 1 166 1 1
1 1 I
---------------- } 3200................................... } 0.059 •---------------- ....... :------------ } . .............. } I
I ET 1 1 24 1 1
1 I
................................................................................. . ................ .......................................................
I ER I N.S. I I 121 1 1 1
..............
1 1 I
............................................................................................
I WL 1 1 18 1 1
..............
1 I
................ } 3200................... ........... ..... } 0.020 • ................ .................... } }
I WT 1 1 46 1 1
1 I
1.......................................................................................................................................................................
WR I N.S.I I . 72 1 1 { 1
1 1 I
.................................................................... ............ . ................ .. ................... .
EXISTING I.C.U. 1 0.514 1
................... . .............. . .............
I
....................................................................................................................... 1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I ...................
I I
. ........................
................................................................................................................. 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I . ............__ ..............
I I I
..................................................... ......................................................................................................................
Split Phase E/W 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_I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ...................................................... .............................. ..... I........... ..................... .................... . .............. .............. .
Description of system improvement:
.................. ................ ................... .............................. .................
PROJECT
NE131OPM
() �y
................. ................... . .............. . ..........---
FORM II
U
CH2630AM ALT
k SEW PORT
r
INTERSECTION CAPACITY UTILIZATION ANALYSIS
_
�v Fo aN�
INTERSECTION:.
COAST HIGHWAY & RIVERSIDE AVENUE 2630
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001AM
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
.....................................................................................................................................................................................
NIL 1
1 2 1 1
1 I 1 1 I
................. }.
NT 1600 I
................... ................. }................... . 1 1 0.002 1 1
..................... } ................} I
I I I I
.............:...}.
NR I
................... ................. }................... . 1 0 1 1
..................... } ................} I
I 1 I I
I................. . ............... .
SL 1
................... . ................ . ............... . .......... I ....... ............................................................................ 1 114 1 1
1 1 1 1 I
1 ................. 1 1600..................................... } 0.078 . .................. .....................-
ST I
1 10 1 1
I 1 I
..........................................................................................................
SR 1 1600 1
............................................................................ 1 330 1 0.206 1 1
1 1 1 1
.........................................................................................................
EL 1 1600 1
............................................................................ 1 327 1 0.204 1 1
1 1 1 I
1.........................................................................................................
ET 1
............................................................................ 1 2380 1 1
I
1 1 1
................. } 3200..................................... } 0.748 * .................. ......................
} } 1 ................
ER 1
1 13 1 1
I 1 I I
.........................................................................................................
WL 1 1600 1
............................................................................ 1 15 1 0.009 " I
I I I I
.........................................................................................................
WT 1 4800 1
............................................................................ 1 1197 1 0.249 1 1
1 1 1 1 I
.....................................................................................................................................................................................
WR 1 1600 1
1 53 1 0.033 1 1
. I I I I
1.........................................................................................................
EXISTING I.C.U.
............................................................................ 1 0.835 1
I
1......................................................................................................... ..........................................
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. . 1
I I I
1.....................................................................................................................................................................................
EXISTING + COMMITTED
............................................................................................................ + REGIONAL GROWTH + PROJECT I.C.U.
............................................................................
I I
.
I _I Projected + project traffic will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I 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
CH2630AM
106
CH263OPM_ALT
�EW PO�,h
k
.. n
~z
INTERSECTION CAPACITY UTILIZATION ANALYSIS\�
v
SBL + EBL (concurrent w/SBR)
............ I...... ................ ............. .
I _1 Projected + project traffic will be less than or equal to 0.90 I _I Projected + project traffic I.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 I _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project ......................................................................................................................................................................... ......... .
Description of system improvement:
...................... .......................................................................................I................................................I............................ .
PROJECT FORM II
CH2630PM
NO
Transportation Studies, Inc.
U
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
HOII0143
NHS Direction : TUSTIN AVENUE
Suite 116
Site Code :
00000977
E/W Direction : PACIFIC COAST HIGHWAY
Santa Ana, CA. 92705
Start Date:
11/07/01
Client : CITY OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
TUSTIN AVENUE
PCH
RESTAURANT
DRIVEWAY
PCH
Southbound
Westbound
Northbound
Eastbound
Start
Intrvi.
Time
Right
Thru
Left
Riaht
Thru Left
Right
Tbru
Left
Riaht
Thru
Left
Total
11/07/01
0 7 : 0 0
2 0
5 4
204 0
1 0
0 0
366
3 585
07:15
2 0
7 6
267 0
0 0
0 0
507
10 799
07:30
7 0
7 11
324 0
0 0
0 0
559
21 929
7 Hour
14 1
30 34
1101 0
2 0
0 0
2051
49 3282
0 8 : 0 0
5 1
15 12
362 0
0 0
0 1
605
6 1007
08:15
6 0
16 10
284 0
0 0
0 1
639
14 980
08:30
7 0
13 9
345 0
0 0
0 0
488
11 873
7 302 0
0 0
a
0 517
17 872
Hour
27 1
54 58
1293 0
0 0
0 2
2249
48 3732
[BREAK]
------------------
-----------------------
-----------------------
-------
16:30
9 1
17 15
563 0
6 0
0 2
389
18 1020
16:45
13 0
14 16
549 a
1 0
2 1
Hour
22 1
31 31
1112 0
7 0
2 3
789
44 2042
17:00
14 0
20 26
655 0
2 0
0 1
366
34 1120
17:15
12 1
13 24
690 0
1 0
0 3
399
12 1155
17:30
15 0
18 10
672 0
2 0
0 1
380
21 1119
7:45
7 0
12 625 a
0 1
2 1
378
Hour
48 1
60 72
2642 0
5 1
2 6
1525
80 4442
18:00
4 0
12 12
517 0
0 1
0 1
339
14 900
18;15
3 0
10 10
424 0
1 0
0 5
300
13. 766
Total
118
4 197
217
7089 0
15 2
4 17
7253
248
15164
t Apr.
36.9 1.2
61.7 2.9
97.0 71.4
9.5 19.0
0.2 96.4
3.2 I Int.
0.7 1.2
1.4 49.7
0.1 47.8
1.6 on
City : NEWPORT BEACH
NHS Direction TUSTIN AVENUE
E/W Direction PACIFIC COAST HIGHWAY
Client CITY OF NEWPORT BEACH
TUSTIN AVENUE
Southbound
start
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
PCH RESTAURANT DRIVEWAY PCH
Westbound Northbound eastbound
Time I Right Thru LeftI Right Thru Left l Right Thru Leff Right Thru Peak Hour Analysis By Entire Intersection for the Period: 01:00 on 11/07/01 to 08:45 on 11/07/01 Time 07:30 07:30 07:30 07:30
Vol. 21 2 49 56 1276 0 1 0 0 2 2422
Pct. 29.1 2.7 68.0 4.2 95.7 0.0 100.0 0.0 Q.Q. 8.0 97.6 Total 72 1332 1 2480
High 08:15 08:00 07:45 08:15
Vol. 6 0 16 12 362 0 1 0 0 1 639
Total 22 374 1 654
PHF 0.818 0.890 0.250 0.948
TUSTIN AUENUE
21 2 49 112
184
PCH
1297
2 7 —� 2472
PCH
N
5 y �
4 1
RESTAURANT DRIUEWA
ME
Study Name: 90110143
Site Code : 00000977
Start Date: 11/07/01
Page : 2
56 2.2
14 Intrvl.
Transportation Studies, Inc.
City : NEWPORT
BEACH
1820 R. Garry Avenue
Study Name:
H0110143
N/S Direction
TUSTIN AVENUE
Suite 116
Site Code :
00000977
B/W Direction :
PACIFIC COAST HIGHWAY
Santa Ana, CA. 92705
Start Date:
11/07/01
Client : CITY OF NEWPORT BEACH
Page
3 TURNING MOVEMENTS
TUSTIN AVENUE
PCH
RESTAURANT
DRIVEWAY
PCH
Southbound
Westbound
Northbound
Eastbound
Start
Time
Right Thru Left
Right
Thn Left Riqht
Thru
Left Right Thru
Intrvl.
Left Total
Peak Hour
Analysis By Entire Intersection
for the Period:
16:30 on
11/07/01
to 18:15
on 11/07/01
Time
17:00
17:00
17:00
17:00
Vol.
48 1 60
72 2642 0
5 1
2 6 1525
80 Pct.
44.0 0.9 55.0
2.6 97.3 0.0
62.5 12.5
25.0 0.3 94.6
4.9 Total
109
2714
8 1611
High
17:00
17:15
17:45
17:15
Vol.
14 0, 20
24 690 0
0 1
2 3 399
12 Total
34 714
3 414
PHF
0.801
0.950
0.666
0.972
TUSTIN AVENUE
1 153
48 60
E' `3
262
PCH
2692
11/07/01 T— 72
05:00p"
�
05:45pw
80 4303
4442 4364 E— 2642
1525
—} 1390
6 �
PCH.
N
15 T I'
2 5
ESTAU RANT DRIVEWA
O vl�
MA4300 2001
_wP0
z
INTERSECTION CAPACITY UTILIZATION ANALYSIS
cyv
Fo 0.�vP
INTERSECTION:
MACARTHUR BOULEVARD & CAMPUS DRIVE 4300
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 ....... .
I PROJECTED I PROJECT I PROJECT
Movement I Lanes I
Lanes I PK HR I V/C I GROWTH I PROJECT
I V/C Ratio I Volume I 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 Volume I I I
.........................................................................................................
N L 1 1600 1
......................
1 41 1 0.026 1 1
.................... ................ ..---- ........... 1 1 1 1 1
................. .................
N T 1 6400 1
.................................... . ........... I ... . ................ I. ............................................................................ 1 1010 1 0.158 * I
I I I I
..............
N R 1 1600 1
.................................................................................................................. 1 83 1 0.052 1 1
.................................. 1
1 1 1 I
.........................................................................................................
SL 1 1600 1
............................................................................ 1 277 1 0.173 * 1
1 1 1 1
................I .................
ST 1 6400 1
--.................................. ............ I ... .................. I . ..................... 1 1050 1 0.164 1 1
....................
1 1 1 I
.....................................................
1 SR 1 1600 1
................ .......... I ..... ................... ............................................................................ 1 244 1 0.153 1 1
1 1 1 1 I
1................ ....... .......... .
EL 3200 1
..... .............. ................. ............ I... I ............................................................ 1 626 1 0.196 1 1
:
..................................
1 1 1 1
1................ ................. ...:....
ET I 3200 1
............ ...... ........... .............. ..................... ......... ............ 1 854 1 0.267 I
.................... ................ .................. 1 1 1 1 1
...........................................................................
I ER 1 1600 1
........ I ................................................................................. 1 65 1 0.041 1 1
........ I ........ 1
1 1 1 I
1.........................................................................................................
WL 3200 1
............................................................................ 1 62 1 0.019 . I
I
I I I I
............ . ............... .
1 WT 1 4800 1.
................... . ................ . .... I .......... . .................. .......................................... 1 401 1 0.084 1 1
.................................. j
1 1 1 1
.................................................................................I...................--- I WR I N.S. 1
.................. --
1 83 1 1 1
.................................... ------............ 1 1 1 I
.........................................................................................................
EXISTING LC.U.
........................................................... 1 0.617 1
.................
I
1......................................................................................................... 1 EXISTING + REG GROWTH
.......................
+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
1 ................... .
I I I
......................................................
EXISTING + COMMITTED
............................................................................................................ ............................................................................................................. + REGIONAL GROWTH + PROJECT I.C.U.
........................................................................... .................
I I
.
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
MA4300AM
C)2-O
MA4300 2100
SEW POD f
O
n
INTERSECTION CAPACITY UTILIZATION ANALYSIS
v i Z
C,¢
INTERSECTION:
MACARTHUR BOULEVARD & CAMPUS DRIVE 4300
EXISTING TRAFFIC VOLUMES
BA ERAGE DAILY TRAFFIC WINTER/SPRING
2001 PM
......................................................
I I EXISTING I
........................................................................................
PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I ............................. .
PROJECTED I PROJECT I PROJECT I
1 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
..................................................................................................... 1 137 1 0.086 I I
I I
..................................................................................................
I NT 1 6400 1
................
1 1209 1 0.189 I 1 1
............. ............... ..............
1 1 I
i..................................................................
I NR 1 1600 1
............... ......................................................... 1 62 1 0.039 1 1 1
............... ..............
1 1 I
... ............................................................................................... 1 SL 1 1600 1
....................
1 152 1 0.095 1 1 1
.......
1 1
................ .
ST 1 6400 1
...................................................................... 1 1140 1 0.178 1 1 I
............................. I
1 1 I
I................................
1 SR 1 1600 1
.......................................................................................................... 1 701 1 0.438 " I I
............................. I
I I
..................................................................................................
EL 1 3200 1
..................
1 311 1 0.097 1 1 1
.............. . .............. . .............
1 1
..................................................................................................
ET 1 4800 1
...................
1 408 1 0.085 1 1 1
.............................I................
1 1 I
..................................................................................................
ER 1 1600 1
..................................................................... 1 75 1 0.047 1 I I
1 I I I
..................................................................................................
WL 1 3200 1
................................................7.................... 1 129 1 0.040 1 1 1
I
1 1 1
I................ . ........ I ..... .
1 WT 1 4800 1
.................. . ............... . .............. . ................ . ................... . 1 1075 1 0.224 - I I
................... . .............. . .............
I I I
..................................................
1 WR I N.S. 1
........................................................................................ 1 196 1 1 1 1
.......... .............
1 I I
j.................................................................. .1 EXISTING I.C.U.
............... •................ .....................
I 0.748
......... ...........
I......:.:.........................................................................................
EXISTING + REGIONAL GROWTH
i.................................................................................. ........................................
+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I
I
I I
......................................
1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ................... ............................
I I
............................................................................................. ........ ..................... . *"SB right includes overlapping ES left
............... .... ............... .............. .
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 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
MA430OPM
0 21
MA4295_2001
! PORT
�C
INTERSECTION CAPACITY UTILIZATION ANALYSIS
CA1/F00.��P
INTERSECTION:
MACARTHUR BOULEVARD & BIRCH STREET 4295
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
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 Ratio I Volume
I Volume I w/o Project I I Ratio I
I I
I I
I Volume I I I
.....................................................................................................................................................................................
N L 1 1600 1
1 31 1 0.019 1
1 1 1 1 I
..................................
I NT 1 4800 1
................................................I.................I--- 1 1001 1 0.209 "
-------- ............. .................... ................ ..................
I I I I I I
.................................
NR I N.S. I
....................................................................... 1 100 1 1
......................................... .................................. I 1 1 1 1 I
i.......................................................................
SL 1 1600 1
..................................
1 147 1 0.092 "
............................................................................ 1 I I I
..................................
I ST 1
....... I ........... . ................ ------- I ........ . .................. 1 700 1
............................................................................ 1 1 1
6400.....................................
} 0.156 ...................
...................... } ................ } I
SR 1
1 299 1
1 1 I
.......................................................................................
EL 1
..................
I 191 1
....... ............... .................... ................ .................. I I 1 I
1 ................. }.
........ I .......... ................. }
} ...... .......... } I
I ET 4800 I
I 424 0.141
I I I
................. } ..
I ER 1
---.............................. } ................... 1 64 1
...................... } ................ } 1
1 1 I
..................................
1 WL 1 1600 1
.................................................... ................... 1 39 1 0.024 1
.......................................................... .................. 1 1 1 1 1
...................................
WT 1 3200 1
........................................................................................... 1 163 1 0.051 -
....................................................
I I I I I
1......................................................................................................... j WR I N.S. I
1 9 1 1
......................................... ................ ................. 1 1 1 1 I
1................. . ............... .
I EXISTING I.C.U.
...... I ............ . ................ . ............... .......... :........ 1 0.493 1
............................................................................
I
.................................. ................................... .--------- I .... ................... .........
I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I ....................................................................... 1 EXISTING + COMMITTED
.. .......... I .......................
............... ...................
+ REGIONAL GROWTH + PROJECT I.C.U.
....................................................................... .---------- ........... .................... .......... I ..... ..................
I I
............................................................................. _1 Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will beless 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:
.................................. .................... ............. I... ............... I .................. ............................................................................ .
PROJECT FORM II
MA4295AM
o ZZ
MA4295PM
IV
EPO
SW
ART
k
U
INTERSECTION CAPACITY UTILIZATION ANALYSIS
, Nvq
UFpFL
INTERSECTION:
MACARTHUR BOULEVARD & BIRCH STREET 4295
EXISTING TRAFFIC VOLUMES
BASED 'ON AVERAGE DAILY TRAFFIC WINTER/SPRING
2001 PM
...................................................................................................
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
................. •-------•-•••..
NIL 1 1600 1
... --....... =••••• • ............... ............... . •-•-•-••--•---•- •• ................... • 1 165 I 0.103 I I
................... ............... ..............
I I I
1..................................................................................................
I NT 1 4800 1
.....................................................................
I 872 I 0.182 1 1 I
1 I I
..................................................................................................
NR I N.S. 1
..................................................................... 1 55 1 1 1 1
1 1 I
....................................................................
SL 1 1600 1
........................... .................... .
1 66 1 0.041 1 1 1
1 1 I
................ . ................................................................................
ST 1
..................................................................... 1 999 1 1
1 1 I
................ } 6400 .
.................. ................ } 0.I96 * ................ .................... } ............... } I
SR 1
1 255 I 1
1 I
..................................................................................................
EL 1
...................................
1 362 1 1
1 I
................ }...................................
} ................. .................... }
............... } I
ET 4800 1
1 318 0.152 " I
I I
................}.
.................. ................ }................. .................... } ...............} I
ER 1
1 51 1 1
1 I
..................................................................
WL 1 1600 1
............... ................. .............
1 126 1 0.079 1 1 1
................... ............... ..............
1 1 I
.................................................................................
WT 1 3200 1
. .... I ........... .................... .
1 668 1 0.209 * I I
................... ............... .............. 1
I I I
..........................N.." I
1 wR I . SS.
.........1.....62. ............... I ................ I _ ------------------- I I I
*.................. I .............. I —
I
................ ............... .
EXISTING I.C.U.
.................. ................ ............... ................. .•...... ............................................... 1 0.660 1
.............. 1
I
.............................................................................
EXISTING + REGIONAL GROWTH
.......................................................... + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I
I I
•..........................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ........................................................................................................................................... ..........................•--
I I
............... .............. .
_I Projected + project traffic I.C.U. will be less than or equal to 0.90 _1 Projected + project traffic I.C.U. will be greater than 0.90 _I Projected + project traffic I.C.U. w/systems improvement will beless than or equal to 0.90 _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
MA4295PM
0 Za
Transportation Studies, Inc.
City : NBWPORT BEACH 1820 E. Garry Avenue Study Name: H0IIO142 N/S Direction VON BARMAN AVENUE Suite 116 Site Code : 00000921 E/W Direction CAMPUS DRIVE Santa Ana, CA. 92705 Start Date: 10/31/01 Client : CITY OF NEWPORT BEACH Page : 1
TURNING MOVEMENTS
VON $ARMAN
AVENUE
CAMPUS DRIVE
VON BARMAN
AVENUE
CAMPUS DRIVE
Soutbbound
Westbound
Nortbbound
Eastbound
Start
Intrvi,
Time
Riqbt
Thru
Left
Right
TbruLf
t
Right
h
Left
Total
10/31/01
07:00
13 60
10 15
37 3
1 93
11 0
99 71
413
07:15
8 67
5 25
39 13
2 109
12 2
90 49
421
07:30
10 81
8 18
40 8
7 125
7 12
159
96 571
7 4
6 186
3 20
ill1
Hour
56 313
33 81
197
38 16
513
33 34
459
290
2063
08:00
16 96
6 20
64 25
11 183
4 18
120
127
690
08:15
14 112
16 32
86 21
7 143
2 14
81 49
577
08:30
35 80
13 22
85 20
7 161
4 4
81 39
551
4 5
23 128
10 30
72 31
113
3 4
74 40
536
Hour
88 416
45 104
307
9.7 33
600
13 40
356
255
2354
[BREAK]
-----------------------
-----------------------
-----------------------
-----------------------
-------
16:30
45 106
19 12
114
9 4
77 10
7 122
17 542
16:45
39 115
17 180
10. 10
82 13
6 102
2 Hour
84 221
40 29
294
19 14
159
23 13
224
42 1162
17:00
69 188
46 13
151
7 4
91 17
15 121
40 762
17:15
49 180
54 22
240
16 5
107
18 11
204
87 993
17:30
58 264
32 10
127
7 4
96 32
17 126
63 836
l7l45
90 211
60 30
136
5 7
99 14
11 112
65 840
Hour
266
843
192
75 654
35 20
393
81 54
563
255
3431
18:00
77 164
31 16
127
3 2
73 15
13 120
29 670
18: 15
64 94
39 14
130
4 4
61 9
4 81
24 528
Total
635
2051
380
319
1709
196
89 1799
174
158
1803
895
10208
t Apr.
20.7 66.8
12.3 14.3
76.8 8.8
4.3 87.2
8.4 5.5
63.1 31.3
t lat.
6.2 20.0
3.7 3.1
16.7 1.9
0.8 17.6
1.7 1.5
17.6 8.7
0 2-L�
N
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
90110142
NIS Direction
VON KARMAN AVENUE
Suite 116
Site Code :
00000922
BIN Direction
; CAMPUS DRIVE
Santa Ana, CA. 92705
Start Date:
10/31/01
Client : CITY
OF NEWPORT BEACH
Page
2 TURNING MOVEMENTS
VON KARMAN AVENUE
CAMPUS DRIVE
VON KARMAN
AVENUE
CAMPUS DRIVE
Sorthbound
Westbound
Northbound
Eastbound
Start
Intrvl.
RightTime Thru
Left RightThru
Left R'
Thru
Left Total
Peak Hour
Analysis By Entire
Intersection
for the Period:
07:00 on
10/31/01
to 00:45
on 10/31/01
Time
0 7 : 3 0
0 7 : 3 0
07:30
07:30
Vol.
65 394
40 93
271 68
31 637
16 64 471
346
Pct.
13.0 78.9
8.0 21.5
62.7 15.7
4.5 93.1
2.3 7.2 53.4
39.2 Total
499
432
684
881
High
08:15
08:15
08:00
07:30
Vol.
14 112.
16 32
86 21
11 183
4 12 159
96 Total
142
139
198
267
PHF
0.878
0.776
0.863
0.824
UON
KARMAH AVENUE
394 1076
6'
4II0__
I3
1575
CAMPUS
DRIVE
352
10/31/01
93 07.30an
346
lie: 15a"
E--
271
1233
2496
974
471
68 64
542
CAMPUS DRIV
N
1210
526
637
16 31
UON
KARMAN AVENUE
a 2.5
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
R0110142
N/S Direction
: VON KARMAN AVENUE
Suite 116
Site Cade :
00000922
R/W Direction
: CAMPOS DRIVE
Santa Ana, CA. 92705
Start Date:
10/31/01
Client : CITY
OF NEWPORT BEACH
Page
3 TURNING MOVEMENTS
VON KARMAN AVENUE
CAMPUS DRIVE
VON KARMAN
AVENUE
CAMPUS DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
RightThru
Left Right
Thruf
t Riobt Thru
Left Total
Peak Hour
Analysis By Entire
Intersection
for the Period: 16:30 on
10/31/01
to 18:15
on 10/31/01
Time
17:00
17:00
17:00
17:00
Vol.
266 843
192 75
654 35 20
393
81 54 563
255
Pct.
20.4 64.7
14.7 9.8
85.6 4.5 4.0
79.5 16.3
6.1 64.5
29.2 Total
1301
764
494
972
High
17:45
17:15
17:30
17:15
Vol.
90 211
60 22
240 16 4
96 32
11 204
87 Total
361
278
132
302
PHF
0.900
0.687
0.935
0.721
UON
HARMAN AUENUE
843 723
2'6i 6
192
�
2024
CAMPUS
DRIVE
1001
'�
10/31/01
2- 75
85 255
:45p"
654
1873
3431
1539
563
35 54
775
CAMPUS DRIVE
N
1426
932
393
81 28
UON HARMAN AUENUE
d 2lu
MA4285AM_ALT
� SEW PpR�
n
INTERSECTION CAPACITY UTILIZATION ANALYSIS V � T
Cg41 FO RN\ �
►a
INTERSECTION:
MACARTHUR BLVD & NEWPORT PL/VON KARMAN AVE 4285 -.00L"'—
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
........................................................................................................................................................
I EXISTING I
PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I ................ .
PROJECT I
i Movement I Lanes 1
Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I Volume I V/C 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 Volume I I
I
................ ............... .
NIL 1 1600 1
...... ............ ................ ............... ................... ..................... ................... . .............. ................. 1 166 1 0.104 1 1 1 1 1
1 I
1..................................................................
NT 1 4800 1
.................................. ........................................................................ 1 1181 1 0.246 1 1 1 1 I
I
.........................................................................................................
NR 1. 1600 1
...................................................
1 445 1 0.278 * . I I I I
1 I
1....................................................................................................
SL 1 1600 1
. .................... . ..I ............... . .............. ................. 1 54 1 0.034 I I I I
I
ST 1 4800 1
....................................................................... ................................................... 1 483 1 0.101 1 I I 1 I
1 I
.............................................................................................................................................................................
SR 1 1600 1
1 196 1 0.123 1 1 1 1 1
1 .................................................
EL 1 1600 1
.......................................................................... ...... I........ ................. 1 44 1 0.028 * I I I I
I
................ ..................................................
ET 1 32001
.......................................................................................... 1 148 1 0.046 I I I I I
................
I
ER 1 16001
..................................................................... ............ .. ........... 1 40 1 0.025 1 1 1 1 1
. I
I
.................................................................. j WL 1 1600 1
..................................................................................... -- ................. 1 62 1 0.039 1 1 .I I I
................ ................
WT 1 3200 1
.................. . ........... I ... ............---................... ..................... ................... ......... . ... ................. 1 189 1 0.059 " I I I I
I
.......................................................
WR 1 1600 1
.................................................................................................................... 1 42 1 0.026 1 1 1 1 1
1 I
EXISTING I.C.U.
.......................................................................................... 1 Q.399 1
I
I............................................................................................................................................ 1 EXISTING + REGIONAL GROWTH
+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I
.
............................... .
1 EXISTING + COMMITTED
.................................................................... •................. ............ ................... .................. ..................... ................... ............... ................. + REGIONAL GROWTH + PROJECT I.C.U. I
.......................................................................................... 1 ................ .
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 1•C.U. without project .................................................................................. ..... ........... .
Description of system improvement:
PROJECT
MA4285AM
FORM II
MA4285 ALT_2001
Q ��W PORT
Z
INTERSECTION CAPACITY UTILIZATION ANALYSIS
cq �! FQ a'4\P
INTERSECTION:
MACBRTHUR BLVD & NEWPORT PL/VON KARMAN AVE 4285 _.Nnn"o� EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM .....................................................................................
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 1. 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 55 1
I
0.034 * I I I I I
.................................................................................................. 1 NT
1 4800 1
1 711 1
. ................ I .. .......... I
. ......... ............... ..............
0.148 1 1 1 1 1 1
NR
1 1600 1
1 73 1
.......................................................................... I
0.046 1 1 I 1 1 1
..................................................................................................
SL
1 1600 1
1 661
.................... ................... .............
0.041 1 I I I I I
..................................................................................................
ST
1 4800 1
1 1037 1
.....................................................................
0.216 * I I I I I
SR
1 1600 1
... ...............
1 1071
......................................................... ............... ..............
0.067 1 1 1 1 1 I
..................................................................................................
EL
1 1600 1
1 1631
................................................................ .0.102 I 1 1 1 1 I
I••........................................................................................I.......
ET
1 3200 1
1 259 1
....................
0..081 * I I I I I
................
ER
............... .
1 1600 1
1 139 1
................. ..................................................................... 1
0.087 1 1 1 1 1 I
..................................................................................................
WL
1 1600 1
1 635 1
................... I
0.397 * I I I I I
........... __ ..
WT
.............. .
1 3200 1
.................. ................ ....
1 199 1
..... I..... ................. ............ ........ .................... .............
0.062 1. I I I I I
I................................
WR
1 1600 1
.................................................................. 1 841
............. .............. I
0.053 1 1 1 1 1 I
..................................................................................................
EXISTING
I.C.U.
1 ............ . ........................... ............... ..............
0.728 1 I
1 ........... :.... ................ ........................................................................................ .................. 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I I................................................................................................................................................................... 1 EXISTING + COMMITTED + REGIONAL GROWTH- PROJECT I.C.U. I f ........................................................................................................................................................................... . 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
MA4285PM
o Z9
FORM II
JA4305AM_2001
I ✓
�F W PORT
�n
INTERSECTION CAPACITY UTILIZATION ANALYSIS
U
INTERSECTION:
JAMB___ OORREE ROAD & CAMPUS DRIVE 4305
EXISTING TRAFFIC VOLUMES
BASED ON AVERAGE DAILY TRAFFIC
WINTER/SPRING 2001 AM
...................................................................
I EXISTING I
......................................................................................................... .
PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT I Movement
I Lanes I
Lanes PK HR I V/C I GROWTH I
PROJECT I V/C Ratio I Volume I V/C 1
Capacity I
Capacity I Volume I Ratio I Volume I
Volume I w/o Project I I Ratio 1
I I
I I I I
I Volume I I
................
N L
............................................................................................................................................................ 1 1600 1
1 185 1 .0.116 * I
.
I I I
................
NT
................ .
1 .................. ................ ............... .................. ..................... 1 1536 1 1
................... . .............. .................
1 1 1 I
................
} 6400...................................
} 0.253........................................
} _ .............. }
NR
1 1 82 1 1
I 1 1 I
.....................................................................................................
SL
1 3200 1
....................
1 415 1 0.130 1 1
................... . .............. ................. 1 I 1 1
...............................
ST
...................
1 . .................................................
1 -- 24 — i 444 �sq 2 �x - p4*a,�....................
.............................
I I I
................
} 4800.:.................
................ ) 0.615 *.................. ..................... } ............... }
SR .
1 1 228 I 1
I 1 I
................
EL
............... .
1 .................. ................ ............... ................... •.................... 1 117 1 1
.................... . .............. ................. 1 1 1
................
} 4800...................................
) 0.056 *.......................................
} ............... }
ET
1 1 153 1 1
I 1 I
.....................:..............................................................................................................................................I.......
ER
1 N.S.I
I . 22 1 1 1
1 1 1
............................................................................................................................................................................
W L
1 1600 1
1 513 1 0.321 * I
I I
.....................................................................................................
WT
1 3200 1
....................................................................... 1 446 1 0.139 1 1
1 1 1
...................................................................
W R
1 1600 1
......................................................................................................... 1 132 1 0.083 1 1
1 1 1
.............................................................................
EXISTING
I.C.U.
_..................................................................................I 1 1.108 1
........... 1
EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. ................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ................................................................................................................
Split Phase E/W 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
JA4305AM
Q "�q
1 V/ 1 U. L V V J .. • ...w __
145 . Jamboree Rd. at Michelson Dr.
2002 IBC Interim Year Analysis (w/o mit)
AM PK HOUR PM PK HOUR I
LANES CAPACITY VOL V/C VOL V/C I
I
NBL 1 1700 255 .15* 48 .03 I
NOT 4 6800 1245 .18 1983 .29* I
NBR 1 1700 326 .19 324 .19 I
I
SBL 2 3400 601 .18 580 .17* I
SBT 4 680D 22S1 .33* 1295 .19 I
SBA f 1424 305 I
I
EOL 2 3400 131 .04* 820 .24* I
EST 2 3400 96 .04 614 .21
EBR 0 0 43 111 I
I
WOL 2 3400 215 .06 244 .07
WBT 2 3400 387 .11* 214 .06*
WBR f 205 492 I
Clearance Interval .05* .05*
TOTAL CAPACITY UTILIZATION .68 .81
150 . Jamboree Rd. at MacArthur 81.
2002 IBC Interim Year Analysis (w/o mit)
AM PK HOUR PM PK HOUR I
LANES CAPACITY VOL VIC VOL V/C I
I I
I NBL 2 3400 452 .13* 178 .05 I
NOT 3 5100 855 .17 803 .16* I
I NOR f 236 58 I
I I
I SBL 2 3400 264 .07 669 .20* I
SOT 3 5100 61B .12* 1D44 .20
SBR f 227 89 I
I I
E8L 1 1700 51 .03* 179 .11 I
EST 3 5100 267 .OS 1503 .29* I
E8R f 124 388 I
I I
WOL 1 1700 166 .10 267 .16* I
WBT 3 5100 1768 .42* 487 .14 I
WBR D 0 376 223 I
I I
I Clearance Interval .05* .05* I
TOTAL CAPACITY UTILIZATION .75 .66
0 30
147 . Jamboree Rd. at Campus Dr.
2002 IBC Interim Year Analysis (w/o mit)
AM PK HOUR
PM PK HOUR
I
LANES
CAPACITY
VOL
VIC
VOL
VIC I
I
I NSL
1 1700
121
.07*
64 I
.04* I
NOT
4 680D
1441
.22
174S
.31 I
NOR
0 0
79 344
I
I
SBL
2 3400
372
.11
336
I
.10 I
SOT
3 510D
1747
.37*
1772
.38* I
I SBR
0 0
163
162
I
I
EBL
1.6 105
364
1 I
EST
1.5 510D
130
.05*
726
.21* I
I EBR
f
3 10
I
60L
2 3400
224
.07
107
I
.03 I
65T
2 3400
327
.10*
264
.08* I
WBR
1 1700
133
.08
306
.16 I
I
I Right
Turn Adjustment
WBR
I
.02* I
Clearance
interval
.05*
.05* I
I Note:
Assumes E/W Split Phasing
I
TOTAL CAPACITY UTILIZATION
.64
.78
181 . Harvard Av. at Edinger Av.
2002 IBC Interim Year Analysis (w/o snit)
AM PK HOUR
PM PK HOUR I
LANES
CAPACITY
VOL
VIC
VOL
VIC I
I
NBL
2 3400
141
.04*
164
I
.05 I
NOT
2 3400
123
.04
528
.16* I
NOR
1 1700
46 .03
202
.12
I
SBL
1 1700
91 .05
40 I
.02*.
SBT
2 3400
484
.14*
163
.W
SBR
d
1700
107
.06
35 .02
I
EBL
2 34DO
22 .01*
147
.04
EST
3 5100
269
.05
838
.16*
FOR
d
17DO
104
.06
63 .05 I
I
W8L
2 3400
241
.07
87 .03* I
WBT
3 5100
894
.19*
558
.13
WOR
0 0
53 96
I
I
Clearance Interval
.05*
I
.05* I
TOTAL CAPACITY UTILIZATION
.43
.42
JA4305PM
SEW P()
p s
x \
INTERSECTION CAPACITY UTILIZATION ANALYSIS
U -Zr)
�`-
Cq��
FOFN�P
INTERSECTION: JAMBOREE ROAD & CAMPUS DRIVE 4305
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC
WINTER/SPRING
'2001 PM
.....................................................................................................
I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL ........................................................
I COMMITTED I
. I............ .
PROJECTED I PROJECT. 1 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 1 I I
1.......................................................................................................................
I NL 1 1600 1 1 127 1 0.079 "
I I
I
I } I
...............................
NT 1 1 1635 1
....................................................... 1 1
.............. I
1 1 1
6400 ........ } 0.317 .................
.................... }
............... } I
1 N R 1 1 392 1
1 I
1 I I
1..................................................................................................
SL 1 3200 1 1 292 1 0.091 1
.........................
........................................
1 1
1 1 1
ST 1 1 2081 1
........................................
1 I'
............... ..............
1 1 I
1 ................ } 4800 .-----..............--............ } 0.496 "-------------- - -------------------- }
- -------------- } I
SR 1 I 300 I
I I
I I I
................................................ . ............... ............... . •--------------- EL 1 1 302 1
.................... .
1 1
................... ................ .............. 1
1 1 I
................ } 4800................................... } 0.189 ` ................ .................... }
............... } I
ET 1 1 605 1
1 1
1 I I
1 .......................
ER I N.S. 1 1 189 1 1
..................................................................... 1 1
1 1 I
.................................................. ................ . .............. ................. 1 WL 1 1600 1 1 198 1 0.124 •
.................... .
I I
................... ............... .............. 1
I I I
1..................................................................................................
I WT 1 3200 1 1 333 1 0.104 1
.................... ...I
1 1
................ . - ......
1 1 I
................ ............... ................... ................ ............... .---------------- WR 1 1600 1 1 288 1 0.180 1
.--..................
1 1 1
-.................. ............... ..............
1 1 I
...............................
EXISTING I.C.U. 1 0.888 1
.................... .
..... I ............. ............... ..............
1.................................................................................................. .................... .
I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I ................... .
I I
1 ........................................................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I I
..................................................................................................
Split Phase E/W direction
..................... .
.................. : ............... .............. .
1_1 Projected + project traffic I.C.U. will be less than or equal to 0.90 I _ I Projected + project traffic I.C. U. will be greater than 0.90 I_I 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
JA4305PM
/--f
JA4308AM
SEW POST
Q
O T T r.>
gi • n
a
INTERSECTION CAPACITY UTILIZATION ANALYSIS
FO FN
INTERSECTION:
JAMBQRFF ROAD & BIRCH STREET 4308
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
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
j................. . ............... .
NIL I 1600 I
........... : ....... . ................ . ............... . .................. . ..................... 1 324 1 0.203 I
. ................... . 1 .................................
I I I
I.........................................................................................................
NT 1
............................................................................ 1 1630 I I
1 I 1 1 1
................. } 4800..................................... } 0.340 ................... , .....................
} ................ } I
1 NR I
1 1 1 1
I 1 I I
1.....................................................................................................................................................................................
I SL 1 1600 1
1 1 1 0.001 1 1
1 1 1 1
....................................................................................................................................................
ST 1 4800 1
11 0.556 * I
................................. 1
I I I I
...................................
SR 1 1
............... ..........
1 1 /1G.........
1 ....................
..... .... ...............
EL 1
................... ................ .......�..
# ...............
1 171 1 1
................... ...............
1 1 1 1
I................. } 3200..................................... } 0.054 * .................. ......................
} } ................
1 ET 1
1 2 1 1
I 1 I I
.....................................................................................................................................................................................
ER I N.S. 1
1 5 1 1 1
1 1 1 1 1
................. ........................................................ j WL 1
................................................................ 1 9 1 1
............................................ 1
1 1 1
• .................}.
................... ................. } ................... ......................} ................} I
i WT 1600 1
1 4 0.013 * I
I I I
............}.
I WR.....1
................... ................. } ................... ......................} 1 8 1 1
................] I
I 1 I I
.........................................................................................................
EXISTING I.C.U.
..........................................
1 0.826 1
.................................. 1
I
1 EXISTING + REG GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.L I I I
.....................................................................................................................................................................................
EXISTING + COMMITTED
+ REGIONAL GROWTH + PROJECT I.C.U.
1 I I
:
............................................................................................................ .....................
Split Phase E/W 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
JA4308AM
139 . Jamboree Rd. at McGaw Av.
2002 Circulation Phasing Analysis (w/o nit)
AM PK HOUR
PM PK HOUR
LANES
CAPACITY
VOL
VIC
VOL
VIC
NBL
2 3400
200
.06*
63 .02
NOT
4 6800
1291
.20
3042
.45*
J NOR
D
0 72
16 I
SOL
2 3400
30 .01
7 I
.00
I SBT
4 68DO
3111
.48*
1810
.27
SBR
0 0
166
27 I
I EBL
I
17DO
3D
.02*
217
I
.13* J
EDT
2 3400
23 .01
112
.07
J EBR
0 0
47 -.03
183
.11
I
WBL
1 1700
43 .03
39 I
.02 J
I WBT
2 3400
43 .02*
24 .01* J
WBR
0 0
11 32
.02 I
I
Right
Turn Adjustment
WBR
I
.01*
Clearance Interval
I
.05*
.05* J
I
TOTAL CAPACITY UTILIZATION
.53
.65
146 . Jamboree Rd. at Dupont Rd.
2002 Circulation Phasing Analysis (W/o tit)
AM PK
HOUR
PH PK
HOUR
LANES
CAPACITY
VOL
VIC
VOL
VIC
NBL
1 170D
188
.11*
80 .05*
NOT
4 6800
1624
.24
2222
.33
NOR
1 1700
5 .00
46 .03
S8L
1 1700
28 .02
117
.07
SBT
3 5100
2180
.43*
1869
.37*
SBR
d
1700
325
.19
130
.08
EBL
1 1700
47 .03*
284
.17*
EBT
2 3400
4 .00
51 .03
EBR
0 0
19 .01
263
.1S
WBL
1 170D
dd
.03
25 .01
WBT
2 3400
41 .02*
7 .00*
WBR
0 0
I26
.07
54 .03
Clearance Interval .05* 05*
TOTAL CAPACITY UTILIZATION .64 .64
055
140 . Jamboree Rd: at Kelvin Av.
2002 Circulation Phasing Analysis (w/o mit)
AM PK HOUR
PM PK HOUR
LANES
CAPACITY
VOL
VIC
VOL
VIC I
NBL
1 1700
51 .03*
64 I
.04
NOT
4 6Boo
1666
.27
2805
.42*
NBR
0 0
166
79 I
SBL
1 1700
15 .01
4 I
.00 I
SBT
4 600D
3200
.47*
1896
.28
SBR
0 0
14 32
J
EBL
1 1700
27 .02
22 I
.01 I
EBT
1 1700
3 .00*
7 .00*
ESR
d
1700
117
.07
62 .04
WBL
I
170D
59 .03*
109
I
.06*
WBT
1 17DO
3 .00
4 .00 J
WBR
d
17DO
2 .00
27 .02 J
Right
Turn Adjustment
EBR
.05*
I
I
Clearance Interval
.05*
.05"
I
TOTAL CAPACITY UTILIZATION
-.63
.63
148 . Jamboree Rd. at Birch St.
ZOOZ Circulation Phasing Analysis (w/o mit)
AM PK HOUR
PM PK HOUR J
LANES
CAPACITY
VOL
VIC
VOL
VIC I
(
NBL
1 1700
274
,16*
96 I
.06*
NOT
3 6100
1395
.27
154S
.30 I
NOR
0 0
4 1
J
I
SBL
1 1700
1 .00
4 I
.00
SBT
3 5100
1358
.27*
1710
.34* I
J SBR
f
563
283
J
EBL
1.5 224
685
I
EBT
0.5 3400
4 .07*
1 20*
J EBR
f
62 93
I
I WBL
0 0
2 1
I
WBT
1 1700
2 .00*
1 .00*
J WBR
0 0
3 1
I
f
Clearance Interval
OS*
I
.05*
J Note:
Assumes
E/W Split
Phasing
I
TOTAL CAPACITY UTILIZATION
.55
.65
JA4308PM
117
PO O� �F,W R �
N 3 Y
INTERSECTION CAPACITY UTILIZATION ANALYSIS ""
'tIFOAN-
INTERSECTION: JANaOLEE ROAD & BIRCH STREET 4308
EXISTING TRAFFIC VOLUMES BASED 0 AVERAGE DAILY TRAFFIC
WINTER/SPRING 2001 PM
.............. .
.................. ............... ...............................................-..............................-............................................
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
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 Volume I I I
---------------
NL 1 1600 1 1 88 1 0.055 "
.................
-•................... .................... - ............................
I I I I I
........................................
.................................................................................
NT 1 1 1427 1
.............. .............
1 1 1 I
................ } 4800 ................................... } 0.298 ................. .................... } ............... I
NR I I 1 I
I I I I
...------• ........................................ ................................................
SL 1 1600 1 1 2 1 0.001 1
..................................................................... 1 1 1 1 1 I
.......................... ....
ST 1 4800 1 1 1827 1 0.381 "
..... I......... .................
..................................................................... 1
I I I I I
.................... .................... ........ 1
........................................ . ........ ................
SR I N.S. 1 1 228 1 1
...
....... ..............
1 1 1 1 I
....................
..........................................................................................
EL 1 1 524 1
...........
1 1 1 1 I
................ } 3200.................. :................ } 0.164 ................. - ................... } ............... } I
ET I I 1 I
I I I I I
.................................................................. ............... .................
ER I N.S. 1 1 163. 1 1
..................................................................... 1 1 1 1
....................
................ ................................................................. .................
WL I 1 1 1
.................... ............... . .............
1 1 i I I
WT 1600 1 1 1 0.001 '
1 I 1 I I
................ } ................... ................ } ..--------------- ................... } ......---...... }
WR I I 0 1
1 I 1 I I
- - • • ..............................................................................................
EXISTING I.C.U. 1. 0.601 1
..................................................................... 1 I
..................................................................................................
EXISTING + REG GROWTH+ COMMITTED W/PROPOSED IMPROVEMENTS I.( ................... ................... 1
I I I
..........................................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. ..............
I I
.............................................................................................................................................
Split Phase E/W 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
JA4308PM
0-2
Transportation Studies, Inc.
1820 H. Garry Avenue
City: NEWPORT BEACH suite 11a
N-S Direction: IRVINE 1 CAMPUS Santa Ana, CA. 92705
E-W Direction: BRISTOL STREET
Start Time
Factor
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
•.. BREAK 'AN
04:30 PM
04:45 PM
Total
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
06:00 PM
06:15 PM
Grano Total
Apprch %
Total %,
Groups Printed- Turning Movements
CAMPUS STREET
BRISTOL STREET
'RVINE AVENUE
6outhbound
Weslbound
Tliru,
Northbound
Right
Thru
Lett
Right
Left ;
R_ight
Thru
1.0 . 1.0 .
1.0 ;.
1.0 1.01
1.0 1.0. ;
1.0. 35
51 23
32 117
17 16
152
47 42
16 46
138
20 27
192
39 66
28i
45 221
32 42
268
59 72
39 55
351
471
47 300
180
231
105.
178
827
116
132
912
58 53
201
46 347
521
54 323
53 60
27,
59 372
551
49 292
54 58
28:
63 361
56 51
295
56 59
961
51 386
56. 53
311
221
230
101
219
1466
219'
207
1221
File Name ; H0209ou
Site Cade : 00000924
Start Date : 09/10/2002
Page No : 1
BRISTOL STREET
Eestoouna
Left
Right
Thru Lett
Int. Total
1.0 .
1.0 •
1.0 1.0
94 78
206 195
1016
109
87 246 211
1181
136
101
303 256
1537
126
101
357 283
1837
465
367
1112 945
5571
143
137
393 309
1935•
130
131
327 304
1859
136'
133
336 308
1879
122,
112
336 292_
1860
531
513
1392 1213
7533
162
183
59 25
385
64:
46 164
130
126
210
116
199
175
39 27
499
53,
59 158
109.
110
208
111
361
358
98 52
884
117
105
322
239
236
41B
227
215
164
35 31
466
52;
49 159
124.
108
206
127
242
274
46 30
686
58'
65 201
176
137
281
122
260
260
54:
33 630
82 58
173
122
133
301
108
273
254
68„
37 671
69:
68 197
152
142
292
119
990
' 952
203
131
2453
261;1
240
730
574
520
1080
476
257
233
41 41
627
63 63
176
134
130
284
109
268
247
53:
33 594
59:
58 182
127
127
247
121
2277
2251
602
654
6851
835'
805
3543
2070
1893
4533
3091
44.4 43.9
11.7. 7.8
82.1 10.0
12.5 55.2
32.3 19.9
47.6 32.5
7.7 7.7
2.0. 2.2
23.3 2.8:
2.7 12.0
7.0 6.4
15.4 10.5
0 $5
1670
1747
3417
1736
2318
2214
2342
8610
2158
2116
29405
Transportation Studies, Inc.
1920 E. Garry Avenue
Suite 116
File Name ; H0209008
Santa Ana, CA. 92705
Site Code : 00000924
Start Date : 09/10/2002
Page No : 2
CAMPUS STREET T-
BRISTOL STREET I IRVINE
AVENUE
BRISTOL STREET
Southbound
. Westbound
Northbound
Eastbound
Start Time
Righ Thru Left
App., ' Rlgh
Thru
Left , App. Righ ` Thru
Left
App.
Righ
. Thru Left ' App. Int,
t
Total t
;
I Total t
Total
t
Total Total
Peak Hour From
07:00 AM to 08:45 AM • Peak
1 of I
•
Intersectio
08:00 AM
n
Volume
221 230 101
552 219
146
219 19041 207 122
$31
1959
513
139 12.1 3118 7533
Percent
40.0 41.7 18.3
° 11.5
77.0 11.5 ' 10,6 62.3
27.1 16.5
44.6 38.9
08:00
Volume
58 53 20
131 46
347
52 4451 54 323
143
520
137
393 309 839 1935
Peak
0,973
Factor
High Int,
08:45 AM
08:46 AM
08:00 AM
08:00 AM
Volume
56 59 26
141 51
386
56 49354 323
143
520
137
393 309 839
Peak
0.979
0.966
0.942
0.929
Factor
c 1
Out In Total
2853; 552% '3205,
221 j 230; 1'01•I
'Rlight Thru Left
/ 1
j
C
North
m
r'
W10/02 I1:00:00 AM
+ St
0/10/02 8,45:00 AM
-
Turning Movements
i
1-6ft Thru Rlppht
97;
-53TJ 1221
962, i' 1969 j-29ZT
Out In Total' I
IRVINE AVENUE i
Transportation Studies, Inc.
1820 E. Gary Avenue
Suite 11a
File Name : H0209008
Santa Ana, CA. 92705
Site Code : 00000924
Start Date : 09/10/2002
Page No : 3
CAMPUS STREET
BRISTOL
STREET ! IRVINE
AVENUE
BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start Time
RYgh Thru Left
App.
Righ
Thru I
Left.'
App. Righ
I Thru i
Left
App.
Righ Thru Lett App. Int.
t
Total
t
Total,; t
Total
t Totai Total
Peak Hour From 04:30 PM to 06:15
PM Peak
,
1 of 1
Intersectio
05:15 PM
n
Volume
103 102
209
2262
141
261
272
3027; 254 747
584
1585
115
542 458 2158 9032
2 1
4 8
Percent
45.6 45.1 9.2
4.7 86.4
9.0 16.0 47.1
36.8 25.1 53.7 21.2
flm
273 254 68
595;
37 671
69 777 68 197
IS?-417
142 292 119 553 2342
Voluumee
Peak
;
0.964
Factor
High Int.
05:45 PM
05:45 PM
05:15 PM
05:45 PM
Volume
273 254 68
595:
37 671
69 777. 65 .201
176
442
142 292 119 553
Peak
Factor
0.950 '
0.974,
0.896
0,976
c
Out In Total
1340 L2282 ,3e08'
1d32:7021j �09
RightThru . Left''
{{{�
North
IO.juming
►
W10102 5:15100 PM
4 S
9/10/02 6:00:00 PM
a
a
Movements
li �►
R
LeR Thru ight
5t34 i 747 ; 254:
11835 .11585; ' 3420;.
Oa In Total
IRVINE AVEN E
0 3-1
ILP
BR4175AMALT
Q ��W PO��
U },..�, •T
— -
INTERSECTION CAPACITY UTILIZATION ANALYSIS c—o `p.
IIF
INTERSECTION BRISTOL STREET NORTH & BIRCH STREET 4175
EXISTING TRAFFIC VOLUMtS BASED ON AVERAGt DAILY TRAFFIC WINTER/SPRING 2001 AM
--------- ------------- - -------------- - ---- --
I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED -
I PROJECTED I PROJECT I PROJECT
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 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 Volume I I
— ---------- -- ----------- --- -------- --------- - —
NL 1 3200 1 1 138 1 0.043 1 1
I I I
- --- —----- -- ------------- --------- ------- --
NT I 3200 1 1 1255 1 0.392 I
-
I I I
---------- --------------- ----------- ----- _
NR I I I I I I
I I I
sL� I- I I I I I
I I I
--- ---- ------ --------------- -------------
ST 1 2400 1 1 143 1 0.060 1 1
1 1 I
---------- ---- - ------- ------ i ---------- - -
SR 1 4000 1 145 1 0.036 1 1
1 I I.
-------------- - -------------- - -- ------ —------
EL I I I I I I
-
I I I
---------- ---- --------------- - --- — ------------
ET I I I I I I
I I I
----------- i------------- i -- -
ER I I I I
I I I
—WL — — 2400 1 1 371 1 0.155 I I
I I I
------------- - ---- -- -
WT 1 1 1372 1 1
1 1 1
-- ------------- } 5600 --------- -------- --------------- } 0.320 - ---- —--- } }
WR 1 1 419 1 1
I I 1
EXISTING I.C.U.— 1 0.712 1
----------- -------------- - ---------------- - --
EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. - -
I I
------------- ------------ - ----------------- -
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I
I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I _! Projected + project traffic I.C.U. will be greater than 0.90 I _I 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
BR4175AM
z
BR4175PMALT
Q� ���9
T
INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION BRISTOL STREET NORTH & BIRCH STREET 4175
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM
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
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 Volume I I i
------ -----
NL
-------------
1 3200
-—---- —------ — -—----- ----- -
1 1 176 1
--------- — ---- — - - —---------- — ----- -------- ---------- I
0.055 I I I 1 1 I
---------------
NT
--------------
1 3200
-------------- -- ---------- --- -
I I 366 I
----- -
----------- -- --------- ---- ---------------- ------------------- --------------- ---------- I
0.114 1 I f I I I
----------- -- ----- - -- —------- --------- --------- --------------- ------------- I --------- ---
NR
---- ---------
I
--------- — ----- — -------
I I I
I I I I I I
SL
I
I I 1
- - ----- --- - — -- ------------------ ---- --- - --- - 1, (oro0 C.Ak44-&� 6c 1aW 1 vo. a I I
- - - -
ST
- - -
1 2400
- - --- - -
I 1 2452; 1
- -- - - -- --------- ---- - - I
1.022 1 1 1 1 1 I
----
----------- ---
SR
--------- ----
1 4000
------- -------- - ---- ------- -
1 1 1362 1
- -
-------------- -------- -—--- -------- -— --------------- -------------- ------------ I
0.341 ' I I I I 1
------------ - -------------- - — ------- --- --- -—------ - ------- — ----------- —
EL
-----------
I
--------------- - -- --------
I I I
--------- ---- ---- I
I I I I I I
-------------- --------------- ---------------- - ----- ---- ----- ---
ET
-------------
I
----------------- ------------- -
I I I
--
----------- --------------- ------------- I
I I I I I I
----------------
ER
--------------
I
--------- ------- ----------- -
I I I
-------------- --------------- ------------------- -------------- ------------ I
I I I I I I
-------- -----
W L
--------------
2400
---------- ----- ----- — ---- -- -
1 1 523 1
-------------- ------------ ------------------ ------------------ -------------------------- I
0.218 1 1 1 1 1 I
-------------
WT
- -------------
----------- --- - -------------- -
1 1 1313
------ ------- ---------- - ------------- - --------------- -- ------ -------- -- 1 1 1 1 1 1 I
---------------
} 5600
- ---------- — --------------- }
0.253 ------------ - ---- ----------
WR
1 1 104
1 1 . I I I I
------------
EXISTING
---- ---------
I.C.U.
--------------- ------------ -
1 ----- -------- ------------ - ------ ------ --- - -------------------------- —--- 1
0.594 1
---------- - ------------- - ------------ ----------- ----- ------------- - I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I ---------- --- -------- ---
EXISTING + COMMITTED
------ ----------- -------------- ---- —------- — -------------- ----- ------------- ------------------- --------------- ----- ------- I + REGIONAL GROWTH + PROJECT I.C.U. I
_I Projected + project traffic I.C.U. will be less than or equal to 0.90 _I Projected + project traffic I.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 _I Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement:
PROJECT
BR4175PM
FORM II
0 3q
BR4160AMALT
Pp�T
INTERSECTION CAPACITY UTILIZATION ANALYSIS
CgG1 FoRk
INTERSECTION: $, BRISTOL STREET & BIRCH STREET 4160
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, Movement I Lanes I Lanes I PK HR I VIC I GROWTH I
PROJECT I VIC Ratio I Volume I VIC
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 Volume I I
I NL I I I I I I
I I I
NT I 1 524 I I
I I I
1 — } 6400 - } 0.123
} }
NR 1 I 266 I I
I I I
SL 1 3200 I 1 179 I 0.056 I
I I I
1 ST I 3200 I 1 345 1 0.108 I I
I I I
SR I I I I 1 I
I I I
EL I 1 882 I I
I I I
ET 8000 I 1 762 0.227 I
I I I
I ER I I. 169 I I
I I I
I WL I I I I I I
I I I
I WT
I WR I I I I I
I I I
EXISTING I.C.U. I 0.406 1
1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I i
1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1 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 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
BR4160AM
0 4)
FORM II
t6
BR416OPMALT
��W POST
Q
n
[�
INTERSECTION CAPACITY UTILIZATION ANALYSIS
C P
q�r FO R�
INTERSECTION: $. BRISTOLSTREET& BIRCH STREET 4160
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM
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
I Capacity I Capacity I Volume I Ratio I Volume I
Volume I w/o Project I 1 Ratio I
I
I I I I I I
I Volume I I I
I NI.
I I I I I I
I I I I
NT
I I 254
6400 - } 0.090
I NR
I I 319
SL
3200 1 1 371 I 0.116 I I
I I I I
ST
I 3200 1 I 812 I 0.254 I
I I I I
I SR
I I I I I
I I I I
I EL
I I 238 I I
I I I
I ET
8000 I I 1157 0.189 I
I I I I
I ER
I I 119 I I
I I I
I WL
I I I I I I
I I I
I WT
I I I I I I
I I I I
WR
I I I I I
I I I I
EXISTING
I.C.U. i 0.443
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I I I
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT !.C.U.
I I
f_1 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 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
BR416OPM
041
FORM II
IR4103
10 W PO c��
O4c /
INTERSECTION CAPACITY UTILIZATION ANALYSIS
IFOR
INTERSECTION:
IRVINE AVENUE & MESA DRIVE 4103
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 Movement
I Lanes
I Lanes I PK HR I V/C I GROWTH I PROJECT
I V/C Ratio I Volume I VIC 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
NIL
I 1600
I 1 83 I 0.052 I I
I I I I
I NT
j I 1331 I I
I I I I
3200
--- -- - ---- } 0.567
I NR
I I 482 I I
I I I I
SL
I 1600
I I 11 I 0.007 I
I I I
ST
I I 463 J253— 1`11(e (Q1l,5�CQQr
!4a... cv�.s�rlv.�:o•�tI I
I -
} 3200
------ — —_ —_ } 0.158 --- — - ----
— } - — ---= } I
I SR
I I 42
EL
I 1600
I I 176 I 0.110
i ET
1 1 317 I I
I I I I
ER
I I 67 I I
I I I I
I W L
I 1600
I I 133 I 0.083 I
I
I WT
I 1600
I I 44 I 0.028 I I
I
W R
I 1600
I I 5 1 0.003
EXISTING
I.C.U.
I 0.897 I
I
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I I I
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I —I Projected + project traffic I.C.U. will be greater than 0.90 I _I 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
IR4103AM
0 y2
IR4103
1Ci
�EvV PAR
v z
i�
INTERSECTION CAPACITY UTILIZATION ANALYSIS p
•94 Fp tyN�
INTERSECTION: IRVINE AVENUE & MESA DRIVE 4103
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM ----- - -----
4 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 1 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 Volume I I I
I--------------- - ------ — -- -- — - --- — -- -------------- ---- ----- ----- ------------ ----- --------- -------- --------- — ---- ----------- I NL 1 1600 I 1 58 1 0.036 ` I I I I I
------ ------------ --------- ------- --------------- --------------- --------- --- ------------------- ----------------- -------------- ------------- I I NT 1 1 610 1 1 1 I 1 I
I --------------- } 3200 -------------- - ---------- } 0.247 — - - - ---•------ ------ } } I. - --------------
NR 1 1 179 1 1 I 1 I I
I--------------- -------------- ----------------- --------- ---- --------------- ---------------- ------ —------- -- -— --------------- ------ ------ ------------ SL 1 1600 1 1 11 I 0.007 1 1 I I I I
!--------------- -------------- -—--------- ----- - --- — - - -- — — --- —------------ -------- —---- ---- ------------ -- - ----- 1 ST 1 1 1450 I I 1 1 1 I
I------------ -- } 3200 --- ------------ - - ---------- -- } 0.508 - —----- I SR 1 1 175 1 1 I 1 I I
I--------------- --------- ---- -------- --------- -------------- ----------- -- --------------- ------ ----------- ------------------ ------------- - ------------ EL 1 1600 1 1 44 1 0.028 1 1 1 1 • I I
I-----------•--- -------------- ------- ------- -- ------ ------- ---•--------------------- ---- ------ ----------- ---------- -—---- — ----- ------------ I I ET 1 1 71 1 1 1 I 1 I
I - } 1600 ------ --------- } 0.153 `-------------- } } I ER 1 1 173 1 1 I 1 I I
I- ------ -------------- --------------- - — -- — — — - -- ------- ---------- ------------------------------- ------------- I WL 1 1600 1 1 542 I 0.339 ` I
I-----------•--- -------------- -------------- --- -------------- ---- --------- -------------- ------ ---------- ------------------- --------------- ------------- I WT 1 1600 1 1 435 1 0.272 1 1 1 1 1 I
i-------------- -------------- ---- —-------- -- --------------- ---- —---- ---- ---- —-------- — ------------ ---- ------------------- -------------- I j W R 1 1600 1 1 4 1 0.003 1 1 1 1 1 - I
I-------------- ------- ------ ------------ --- ----------- — ---- ---------- -----------•---- -------- .-------• ------------------- -------------- - ------------- EXISTING I.C.U. 1 1.036 1 I
I------------- ----- ------ ------ — --- ---- ----------- - ------ ----- ---- --------- ------------------ ------------ ----- - I 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 Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I _I Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 _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
IR4103PM
0 u3
City : NEWPORT BEACH
N/S Direction IRVINB AVENUE
E/W Direction UNIVERSITY DRIVE
Client : CITY OF NEWPORT BEACH
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
M
Study Name: E0110147
Site Cade : 00000917
Start Date: 10/25/01
Page : 1
IRVINB AVENUE
UNIVERSITY
DRIVE
IRVINB
AVENUE
UNIVERSITY
DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
Thru
ft
Right
Thruf
R' h
T—LeftRight
ThruT
10/25/01
07:00
7 80
7 4
0 2
6 204
12 23
4 13
362
07:15
15 100
9 1
10 2
9 237
14 12
16 17
442
07:30
9 176
7 1
4 2
6 345
25 43
14 29
661
7 7
R
2 7
1 Hour
51 523
31 8
21 7
30 1310
107
109
55 122
2374
08:00
9 220
14 7
10 5
21 449
38 31
25 81
910
08:15
11 193
31 2
2 4
17 461
60 30
33 70
514
08:30
25 189
29 8
11 8
18 379
48 17
28 70
830
7 10
7 4
2 Hour
' 73
783
ill
27 30
21 76
1647
204
113
ill
287
3483
[BREABj-----------------------
---------------------
•.
.......................
--••--•----•-----------
.......
16:30
49 333
7 12
4 8
4 170
31 34
10 12
684
40 409
7 5
8 9
6 166
46 6
22 754
Hour
89 742
14 17
12 16
10 336
62 80
16 44
1430
17:00
52 487
17 9
26 8
2 207
37 33
13 20
911
17:15
78 513
5 10
21 9
4 193
50 39
13 40
975
17:30
73 542
13 14
17 9
5 198
28 54
1 27
981
17:45
58 558
5 5
19 2
6 215
Hour
261
2100
40 38
82 28
17 817
154
178
31 117
3863
18:00
61 521
10 17
16 3
10 197-
28 42
5 20
930
18:15
57 411
15 18
38 15
8 192
27 32
12 38
863
Total
592
5080
221
125
199
90 151
4499
582
554
230
628
12951
1 Apr.
10.0 86.2
3.7 30.1 '
48.0 21.7
2.8 85.9
11.1 39.2
16.2 44.4
-
I Int.
4.5 39.2
1.7 0.9
1.5 0.6
1.1 34.7
4.4 4.2
1.7 4.8
.0 4L�
City : NEWPORT BEACH
N/S Direction IRVINE AVENUE
91W Direction UNIVERSITY DRIVE
Client : CITY OF NEWPORT BEACH
Start
Peak Hou.
Time
Vol.
Pct.
Total
High
Vol.
Total
PHF
IRVINE AVENUE
Southbound
Analysis By Entire Int
07:45
65 769 82
7.0 93.9 8.9
916
0 8 : 0 0
9 220 14
243
0.942
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING NOVENENTS
UNIVERSITY DRIVE lHorthbound
IRVINB AVENUE
Westbound
mection for the Period
07:45
19 30 18
28.3 44.7 26.8
67 08:30
8 11 8
27 0.620
07:00 on 10/25/01 to 0�
07:45
65 1813 202
3.1 87.1 9.7
2080
07:45
9 524 56
599
0.982
UNIVERSITY ➢RIVE
Eastbound
1:45 on 10/25/01
07:45
109 107
21.8 21.4
500
0 8 : 0 0
31 25
137
0.912
IRVINE AUENIJE
769 2116
8I2`
6••
I5I
3032
UNIVERSITY DRIUE
297
F"
10/25/91
19 07:45an
284
08:30aw
254
UNIUERSITY DJRIUTE
N
2976
896 1813
292 65
IRUINE AVENUE
oas
�o
Study Name: E0110147
Site Code : 00000917
Start Date: 10/25/01
Page : 2
284
56.E
81 Intrvl.
Transportation Studies, Inc.
City : NEWPORT 7RCH 1820 8. Garry Avenue
NIS Direction : ::,VINE AVENUE Suite 116
EIW Direction : UNIVERSITY DRIVE Santa Ana, CA. 92705
Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
IRVINE AVENUE (UNIVERSITY DRIVE IRVINE AVENUE (UNIVERSITY DRIVE Southbound Westbound Northbound Eastbound
Start
Tin Right Thru Leftl Right Thru Left 1 Right Thru Left Right Thru Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 101251o1 to 18:15 on 10/25/01 Time 17:15 17:15 17:15 17:15
Vol. 270 2134 33 46 72 23 25 807 145 187 23
Pct. 11.0 87.5 1.3 32.6 51.0 16.3 2.5 82.5 14.8 57.1 7.0 Total 2437 141 977 327
High 17:30 17:15 17:45 17:15
Vol. 73 542 13 10 21 9 6 219 39 39 13
Total 628 40 264 91
PHF 0.970 0.881 0.925 0.888
IRVINE AVENUE
2134 978
278 33
�
3487
UNIVERSITY DRIVE
487
81 UNIVERSITY DRIV
N
332JL
y � T f
2344 887
145 25
IRVINE AVENUE
0 Study Name: HOII0147
Site Code : 00000917
Start Date: 10/25/01
Page :I
117
35.7 40
Intrvl.
0�1�
City : NHWPORT BEACH
N/S Direction IRVINE AVENUE
E/W Direction SANTIAGO - 22ND ST
Client : CITY OF NEWPORT BEACH
L�•
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
Study Name: H0110148
Site Code : 00000917
Start Date: 10/24/01
Page : 1
IRVINE
AVENUE
SANTIAGO
DRIVE
IRVINB
AVENUE
22ND STREET
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
RightTime
T
Thru
Lef t
Right
Thru
Left
Right
Thru
Lef t
Total
10/24/O1
0 7 : 0 0
. 7
68 7
18 7
0 0
189
8 6
4 16
330
07:15
4 99
8 19
8 0
0 242
5 27
6 18
436
07;30
4 204
11 31
11 1
2 301
10 37
8 22
642
7 45
2 17410
8 2
395
15 15
8 29
71 Hour
24 545
40 108
36 9
4 1127
38 85
26 85
2127
08:00
9 178
19 31
11 6
0 342
21 18
8 39
683
08:15
17 181
8:
46 21
3 2
358
20 21
11 51
739
08:30
8 186
7 27
11 4
2 321
14 28
9 41
658
08 4 5
7 214
is
36 10
3 0
287
is
21 10
4 Hour
41 759
49. 140
53 . 16
4 1308
71 88
38 179
2746
[BREAK]
........
-..............
........................
.......................
.......................
16:30
18 307
15. 26
27 11
8 185
36 24
20 25
702
16J5
31 389
17 24
il
4 2 0
30 24
12 12
77 Hour
49 696
32 50
40 12
12 395
66 48
32 37
1469
17:00
31 411
11 17
19 2
6 234
28 33
12 23
817
17:15
26 508
23 17,
12 4
5 223
31 25
16 10
900
17:30
31 478
21 14
17 0
4 223
36 21
16 9.
870
17:45
29 33279
5 0
175
10 37
14 11
646
Hour
117
1729
72 56
56 11
15 955
105
116
58 53
3243
18:00
23 448
23 27
17 4
3 213
46 20
13 9
846
18:15
22 362
24 22
11 5
2 190
23 34
17 7
719
Total
276
4539
240
403
213
57 40
4088
349
391
184
370
11150
1 Apr.
5.4 89.7
4.7 59.8
31.6 8.4
0.8 91.3
7.7 41.3
19.4 39.1
6 Iat.
2.4 40.7
2.1 3.6
1.9 0.5
0.3 36.6
3.1 3.5
1.6 3.3
aq1
City : NEWPORT BEACH
N/S Direction : IRVINE AVENUE
E/W Direction SANTIAGO - 22NO ST
Client : CITY OF NEWPORT BEACH
IRVINE AVENUE
Southbound
Transportation Studies, Inc.
1820 S. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
SANTIAGO DRIVE lNorthbound
IRVINE AVENUE
Westbound
Start I I I
Peak Hour Analysis By Entire Intersection for the Period: 07:0O on 10/24/01 to 0 Time
07:45
07:45
07:45
Vol.
43 719
48 144 5-3
21 6 1416 71
Pct.
5.3 88..7
5.9 66.0 24.3
9.6 0.4 94.8 4.7
Total
810
. 218
1493
High
08:00
08:15
07:45
Vol.
9 178
19 46 21
3 2 395 15
Total
206
70 412
PHF
0.983
0,778
0.905
G
Study Name:
H0II0148
Site Code :
00000917
Start Date:
10/24/01
Page :
2 22N➢ STREET
Eastbound
Intrvl.
Right Tbru
Left
Total
:45 on 10/24/01
07:45
82 36
160
29.4 12.9
57.5 278
08:15
21 11
51 83
0,837
IRVINE AUENU
719 1729
43 4`I
I, T
2530
23ND STREET
167
F"
10/24/01
2- 144
O7:45aN
168
08:30an
E-- 53
445
2799
398
36 21
82 90
SANTIAGO DRIV
N
2315
a
822 1416
71 6
IRVINE AVENUE
r n
01 Transportation Studies, Inc.
City : NEWPORT
BEACH
1820 H. Garry Avenue
Study Name:
90110148
NJS Direction
IRVINE AVENUE
Suite 116
Site Code :
00000917
E/W Direction
SANTIAGO - 22ND ST.
Santa Ana, CA. 92705
Start Date:
10/24/01
Client : CITY OF NEWPORT BEACH
Page
3 TURNING MOVEMENTS
IRVINE AVENUE
SANTIAGO DRIVE IRVINE AVENUE
22ND STREET
Southbound
Westbound Northbound
Eastbound
Start
1Intrvl.
Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/24/01 to 18:15 on 10/24/01 Time 16:45 16:45 16:15 16:45
Vol. 119 1706 72 72 61 7 15 890 125 103 56 54
Pct. 6.0 90.3 3.6 51.4 43.5 5.0 1.8 86.0 12.0. 48.3 26.2 25.3 Total 1977 140 1034 213
High 17:15 16:45 17:00 17:00
Vol. 26 508 23 24 13 1 6 234 28 33 12 23
Total 557 38 268 68
PHF 0.887 0.921 0.964 0.783
IRVINE AVENUE
1016
1191786 72
2993
22ND STREET
305
f--
10/24/01
�' 72
3Opn
54 8:5
61 518
3364
287
5 6
—�
,�— 7
103
147
SANTIAGO DRIVE.
N-
2930
y �1 T f�
1896 890
125 19
IRVINE AVENUE
0 Lkq
� SEW PO!:m
O A1 D
r)
U �.� T
INTERSECTION CAPACITY UTILIZATION ANALYSIS ALYSIS
C'4C/ Fo 'N\P
INTERSECTION: IRVINE AVE & HIGHLAND DR/20TH ST 3395
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
EXISTING I PROPOSED 1 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 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 NIL I 1.600 I I 57I 0.036 I I I I I
I
I NIT I 1 1484 I I I
I
3200 --- — --_— } 0.468 ' — -- — ----
I NR I 1 14 I I I
I
I St. t 1600 I I 21 I 0.013 I I I I
I
I ST I I 871 I I I
I
3200 — -- — — } 0.279 -- --- } - ------ }
I
I SR I I 23 I I I
I
EL I I 81 f I I
I
I ET 1600 1 1 8 0.119 I I
I
ER I I 102 I I I
I
I---- -------- - — ---- - - - -- ----- - — — -- --- — ----- ---- - - -- - — - — — -- I W L I I 22 I I I
-- — -- I
I
I W T 1600 I I 26 0.069 t I I
I
I--- ---------- } ---- — } -- — - - — } ---------- }
I
I W R I I 62 I I I
I
EXISTING I, I 0.600 f
I
I 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 Projected + project traffic will be less than or equal to 0.90 i _I Projected + project traffic I.C.U. will be greater than 0.90 I _I 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
IR3395AM
FORM II
aa-
ME
as
�EvV PORT
Q
O
INTERSECTION CAPACITY UTILIZATION ANALYSIS ALYSIS
�-''
C'q P
INTERSECTION: IRVINE AVE & HIGHLAND DR/20TH ST 3395
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM
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
NIL 1 1600 I I 95 1 0.059
NT j 1 1001 I I
I
I
I — --- - } 3200 — — — — _-- } 0.31.9 --- --- — }
- ------ }
I
. NR I I 21 I I
I
I
SL I 1600 I I 361 0.023 I I I
— --- -
I I
I
1----------- — - - -- --- — — — - -- - — ---- - --
ST 1 1 1588 I I
— _—_ —
I
— ---- I
I
I -- -- } 3200 -- — — } 0.518 • ._— -- --- }
}
I
1 SR 1 I— 71
EL I 1 23 I I
I
I
ET 1600 I I 26 0.054 I
I
ER I I 37 I I
I
I
I— — -- - --- —— --------- — — — - --- — —_ __ _ — - — --- -- I WL I 1 14 I I
--- -- ---- -
I
— — - I
W T 1600 1 1 31 0.048 I
I
I
I WR I I 32
EXISTING 1. I 0.631
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 —1 Projected + project traffic will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I —I 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
IR3395PM
05111
City : NEWPORT BEACH
N/S Direction IRVINE AVENUE
E/W Direction : DOVER / 19TH STREET
Client : CITY OF NEWPORT BEACH
Transportation Studies, Inc.
1820 B. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
Study Name: R0110149
Site Code : 00000977
Start Date: 11/06/01
Page : 1
IRVINB
AVENUE
DOVER DRIVE
IRVINB
AVENUE
19TO STRBBT
Sorthbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
Thju
Left
Right
Thru
f t
Right
ThruhThru
Left
Total
11/06/01
07:00
3 105
20 31
11 2
2 124
10 7
17 9
341
07:15
6 179
35 48
13 1
0 175
14 12
30 9
526
07:30
. 4
196
42 90
18 2
2 254
10 8
28 26
670
7 172
41 81
10 5
7 332
10 9
39 25
755
Hour
17 642
138
250
72 10
11 889
44 36
114
69 2292
08:00
7 161
42 80
25 8
9 3.16
8 5
49 29
739
08:15
2 157
37 73
28 7
4 243
8 7
37 17
620
09:30
8 135
36 59
22 5
1 208
9 6
40 21
550
4 5
4 158
33 47
29 6
5 158
6 11
23 12
531
Hour
21 651
148
259
103
26 19
925
31 29
149
79 2440
[BREAK)
..............................................
.....................................................
16:30
11 253
54 60
49 8
9 166
15 12
29 8
674
1 4
65 a
11 159
11 3
32 14
759
Hour
24 578
102
124
114
16 20
325
32 15
61 22
1433
17:00
17 313
50 SS
65 13
2 213
13 5
25 13
764
11:15
12 356
52 SO
42 8
5 201
15 9
23 10
783
17:30
18 368
43 58
53 7
2 199
11 12
26 16
803
17 7
39 7
6 167
13 15
24 a
730
Hour
63 1371
199
210
199
35 15
770
52 41
98 47
3100
18:00
11 368
56 50
30 7
5 159
13 12
27 5
743
18:15
10 307
38 42
25 5
4. 142
5 10
14 6
608
Total
146
3917
681
. 935
543
99 74
3210
177
143
463
228
10616
k Apr.
3.0 82.5
14.3 59.2
34.4 6.2
2.1 92.7
5.1 17.1
55.5 27.3
-
I Int.
1.3 36.8
6.4 8.8
5.1 0.9
0.6 30.2
1.6 1.3
4.1 2.1
() 5a-
City : NEWPORT BEACH
HIS Direction ; IRVINE AVENUE
EIW Direction DOVER / 19TH STREET
Client : CITY OF NEWPORT BEACH
Start
Peak Hou
Time
Vol.
Pct.
Total
High
Vol.
Total
PHF
IRVINB AVENUE
Southbound
Analysis By Entire Intl
0 7 : 3 0
17 676 162
1.9 79.0 18.9
855 .
07:30
4 186 42
232
0.921
154
97 433
153
29 71,
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
DOVER DRIVE IRVINB AVENUE
Westbound Northbound
rsection for the Period
0 7 : 3 0
324 101 22
72.4 22.5 4.9
447
07:45
81 30 5
116
0.963
07:00 on 11/06/01 to 0'
07:30
22 1145 36
1.8 95.1 2.9
1203
07:45
7 332 10
349
0.861
IRUINE AVENUE
17 676 162 1566
< I T
2421
11/06/01
07:30aa
08:15aM
2784
. T
1930
� � T f
727 1145
19TH STREET
Eastbound
1:45 on 11/06/01
07:30
29 153
10.3 54.8
279
0 8 : 0 0
5 49
83 0.840
2- 324
F-- 101
784
� as
--� 337
DOUER DR
Study Name: 90110149
Site Code : 00000977
Start Date: 11/06/01
Page : 2
97 34.7
29 Intrvl.
055
Transportation Studies, Inc.
City : NEWPORT BEACH 3.820 E. Garry Avenue
HIS Direction IRVINE AVENUE Suite 116
E/W Direction DOVER / 19TO STREET Santa Ana, CA. 92705
Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
SouthboundNUE lWesLEbouDndVE
DOVR RIlMorftbouadNUE
IRVIXE AVElEastboundET
Start
Time I Right Tbru Lefty Right Thru W t I fight Thru LeftI Right Thru Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 11/06/01 to 18:15 on 11/06/01 Time 16:45 16:45 16:45 16:45
Vol. 60 1362 191 227 225 36 20 762 56 29 1.06
Pct. 3.7 84.3 11.9 46.5 46.1 7.3 2.3. 90.9 6.6 15.4 56.3 Total 1615 488 038 188
High 17:30 16:45 17:00 17:30
Vol. 18 368 43 64 65 8 2 213 13 12 26
Total 429 137 228 54
PHF 0.941 0.890 0.918 0.870
IRUINE AUENUE
• 1362 1842
6B 19i`3
�
2657
19TH STREET
341
'E'
11/86/01
227
O4:45pM
53 O5.38pn
E--
223
529
3129
807
186
.`
36 29
-y
3 319
DOUER DRIV
N
2265
1427 762
56 20
IRUINE AUENIIE
Study Name: H0110149
Site Code : 00000977
Start Date: 11/06/01
Page : 3
53 28.1
16 Intrvl.
�L'j%
0,54
di
Transportation Studies, Inc.
City : NEWPORT
BEACH
1B20 B. Garry Avenue
Study Name:
B0110150
NHS Direction
IRVINB AVENUE
Suite 116
Site Code :
00000979
E/W Direction
WBSTCLIFF-17TH STREET
Santa Ana, CA. 92705
Start Date:
10/24/01
Client : CITY
OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
IRVINB
AVENUE
WBSTCLIFF
DRIVE
IRVINB
AVENUE
17TH STREET
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
ThruRiqht
Thru
Left
Rigbt
Thru
LeftRit13
Total10/24/01
07:00
21 46
25 5
44 7
2 86
49 34
441
07:15
16 78
22 4
82 13
1 142
41 59
607
07:30
29 173
46 7
76 12
8 217
65 52
132
96 913
7 47
41 15
113
6 7
209
67 27
138
104
Hour
. 94
444
134
31 315
3B
18 654
222
172
455
286
2863
O8:00
34 141
67 20
125
4 6
161
54 26
110
99 847
08:15
24 112
21 13
146
10 5
142
50 18
144
94 780
08:30
19 104
32 16
15B
7 7
115
56 37
110
B5
746
118
4 9
107
48 35
147
Hour
92 443
144
60 547
25 27
525
208
116
511
339
3037
[BRBAKJ
.......................
................•--._..
.......................
.......
16:30
93 134
62 14
122
15 5
122
63 43
131
67 871
1 1B0
19 1
115
54 49
173
Hour
201
300
114
31 302
34 12
237
117
92 304
150
1894
17:00
86 179
35 21
204
20 6
157
59. 62
.155
77 1061
17:15
119
186
26 17
263
24 10
115
75 51
151
66 1103
17:30
102
195
33 13
219
28 9
97 88
41 127
87 1039
1:
11 1 7
31,
22 205
23 7
104
76 79
126
74 1084
Hour
444
757
128
73 891
95 32
473
298
233
559
304
4287
18:00
106
214
25 14
175
21 4
131
72 45
124
64 995
18:15
91 199
36 8
187
25 9
110
74 44
124
59 966
Total
1028
2357
581
217
2417
23B
102
2130
991
702
2077
1202
14042
1 Apr.
25.9 59.4
14.6 7.5
64.1 8.2
3.1 66.0
30.7 17.6
52.1 30.1
-
I Int.
7.3 16.7
4.1 1.5
17.2 1.6
0.7 15.1
7.0 4.9
14.7 8.5
W
City : NEWPORT BEACH
N/S Direction IRVINE AVENUE
E/W Direction IRSTCLIFF-17TH STREET
Client : CITY OF NEWPORT BEACH
Start
Peak Hou.
Time
Vol.
Pct.
Total
High
Vol,
Total
PHF
IRVINB AVENUE
Sorthbound
Analysis By Entire Into
0 7 : 3 0
115 573 176
13.3 66.3 20.3
864
07:30
29 173 46
248
0.870
393 --t
1851
524
123 73.
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
WESTCLIFF DRIVE lNorthbound
IRVINB AVENUE
Westbound
!rsection for the Period
0 7 : 3 0
55 460 32
10.0 84.0 5.8
547
08:15
13 146 10
169
0.809
07:00 on 10/24/01 to 0
0 7 : 3 0
26 729 236
2.6 73.5 23.8
991
07 :3 0
6 217 65
290
0.854
115 573 176 1177
2041
19/24/01
07:3eaM
08:15an
3442
N
1719
y t T �
728 729
236 26
IRVINE AVENUE
17TH STREET
Eastbound
1:45 on 10/24/01
0 7 : 3 0
123 524
11.8 50.3
1040
0 7 : 3 0
52 132
280
0.928
2- 55
E-- 469
1273
32 -3 726
On
Study Name: H0110150
Site Code : 00000979
Start Date: 10/24/01
Page : 2
393
37.7 96
Intrvl
City : NEWPORT BBACR
HIS Direction : IRVINE AVENUE
E/W Direction : WESTCLIFF-17TH STREET
Client : CITY OF NEWPORT BEACH
Start
Peak Hou;
Time
Vol.
Pet.
Total
High
Vol.
Total
PHF
IRVINE AVENUE
Southbound
Analysis By Entire Inti
17:00
444 757 128
33.4 56.9 9.6
1329
17:45
137 197 34
368
0.902
1633 <--
384 --t
2729
559 —4
233
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
WESTCLIFF DRIVE lNortbbound
IRVINE AVENUE
Westbound
!rsection for the Period
17:00
73 891 55
6.8 84.1 8.9
1059
17:15
17 263 24
304
0.870
16:30 on 10/24/01 to 11
11;00
32 473 291
3.9 58.9 37.
803
11:00
6 157 59
222
0.904
444 757 128 858
2179
10/24/91
05:08p"
05:45pm
4287
N
1$88
1085 298 473 32
IRVINE AVENUE
17TH STREET
Eastbound
:15 on 10/24/01
17:00
233 559
21.2 51.0
1096
17;00
62 155
294
0.931
2— 73
E— 891
1778
95 —� 719
WESTCLIFF DRIU
d-A
Study Name: R0110150
Site Code : 00000979
Start Date: 10/24/01
Page : 3
304
27.7 in
Intrvl.
� 57
Po
\ `-'
\ - 2
INTERSECTION CAPACITY UTILIZATION ANALYSIS
!�
.
.q4r FO 9,14\
INTERSECTION: D Yff DRIVE & WESTCLIFF DRIVE 3290
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 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 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 Volume I I
NL
I 3200 I 1 333 I 0.104 I
I I I
NT
I 1600 I I 377 I 0.236 I I
I I I
NR
1 I I I I I
I I I
I SL
I I I I I I
I I I
I- ----
ST
-------- - ----- -- - — - - - -- ---- - - — — --
I 1600 I I 397 I 0.248 I
--- -- - -- - - - - - -
I I
SR
1600 I I 51 I 0.032 I
I------------
EL
- -----•-----— - ----- --- ----- ----- — — -- -- ---
I 3200 1 I 79 I 0.025 I
— -- — --- — -- —
I I
I ET
__...----- -- - --- — — - - --- --- -- - -- - -- - -- —
I I I I I I
- --------- - --------------
I I I
ER
__..-------- - --- — ----- - ---- — — - _— ----- —
I N.S. 1 I 574l
-- --- - —• -- --- —
I------- ------
I WL
-- ---------- - - - — - — --- - — - — ---- — --
I I I I I I
- - - - - - - —
I I I
I WT
I I I I I I
I I I
I WR
I I I I I l
I I I
I EXISTING
I.C.U. I 0.377 I
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I I
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I
1-1 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 1-1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: —
PROJECT
D03290AM
FORM II
p
058
PO QT
n
INTERSECTION CAPACITY UTILIZATION ANALYSIS
"4 r FO AN\
INTERSECTION: DOVER DRIVE & WESTCLIFF DRIVE 3290
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM 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 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 I 3200 1 I 860 1 0.269 I I I I I
I NT I 1600 I I 576 I 0.360 I I I I I
I NR
I SL I I I I I I I I I I
I ST I 1600 I I 251 1 0.157
I SR I 1600I I 39I 0.024 I I I I I I
I EL I 3200 1 I 158 1 0.049
I ET
ER I N.S. I 9301 I I I I I I
I WL I I I I I I I I I I
I WT I I I I I I I I I I
I WR I I I I I I I I I
EXISTING I.C.U. I 0.475 I I
--------- - ----- ------------ - -
I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U: I I I 1 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_1 Projected + project traffic I.C.U. will be greater than 0.90 1_I 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
D03290PM
FORM II
�6
05q
d4
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
H0110146
N/S Direction DOVER DRIVE
Suite 116
Site Code :
00001944
E/W Direction ; 16TH ST. / CASTAWAYS LN.
Santa Ana, CA. 52705
Start Date:
10/24/01
Client : CITY OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
DOVER DRIVE
CASTAWAYS
LANE
DOVER DRIVE
16TH STREET
Soutbbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
hrt
Left
Riqht
Tbru
L f t
RiabtThrt
Lef t
Rioht
Thru
Lef
10/24/01
07:00
6 143
4 10
1 10
0 85
14 30
1 3
307
07:15
4 189
6 10
2 5
0 112
16 40
4 3
391
07:30
16 323
1 10
5 9
1 160
20 58
0 6
609
07:45
5 287
4 13
3 15
9 231
is
77 Hour
31 942
15 43
11 39
5 588
65 205
10 16
1970
08:00
4 209
30 14
5 10
6 204
25 48
2 3
560
08:15
3 229
11 15
1 5
4 157
21 52
3 3
504
08;30
4 217
10 14
6 8:
5 159
17 38
2 2
482
4 226
22 18
5 0
7 1BI
22 4
Hour
20 881
73 61
17 31
22 701
85 186
12 8
2D97
(BREAK].......................
.......................
.......................
.......................
..... =-
16:30
9 189
19 11
5 7
9 213
53 45
9 1
570
16:45
8 233
20 10
ID
8 12
269
22 4
Hour
17 422
39 21
15 15
21 482
75 94
17 7
1225
17:00
9 226
15 14
9 13
18 270
42 44
8 5
673
17:15
12 199
14 11
8 8
11 306
47 61
8 3
694
17:30
19 21.8
10 9
7 9-
14 294
44 64
6 6
700
7•
105
13 12
3 10
15 318
56 61
5 41
712
Hour
50 84B
52 46
27 40
64 11BB
189
230
27 16
2779
18:00
14 185
42 15
1 13
13 261
39 68
5 11
673
18:15
10 225
17 13
10 12
10 231
65 73
10 4
680
Total
142
3503
238
199
87 150
135
3451
518
856
81 64
9414
t Apr.
3.6 90.2
6.1 45.6
19.9 34.4
3.2 84.0
12.6 85.5
8.0 6.3
t Int.
1.5 37.1
2.5 2.1
0.9 1.5
1.4 36.6
5.4 9.0
0.8 0.6
0Loo
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 E. Garry Avenue
NIS Direction DOVER DRIVE Suite 116
E/W Direction 16TH ST. I CASTAWAYS LN. Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
DOVER DRIVE CASTAWAYS LANE DOVER DRIVE
Southbound Westbound Northbound
Start
Peak Hou
Time
Vol.
Pct.
Total
High
Vol.
Total
PHF
Analysis By Entire Intl
07:30
28 1048 46
2.4 93.4 4.0
1122
07:30
16 323 1
340
0.825
vection for the Period
07:30
52 14 39
49.5 13.3 37.1
105
07:45
13 3 15
31 0.846
07:00 on 10/24/01 to 0
01:30
15 752 81
1.7 88.6 9.5
848
07:45
4 231 15
250
0.848
16TH STREET
Eastbouad
1:45 on 10/24/01
0 7 : 3 0
235 10
90.0 3.8
261
07:45
77 5
86 0.758
DOUER DRIVE
1048 829
284I6,,
1942
16TH STREET
123 71
CASTAWAYS LAME
N
2170
1322 752
81 15
DOUER DRIVE
�(.p
Study Name: 80110146
Site Code : 00001944
Start Date: 10/24/01
Page : 2
16 6.1
4 Intrvl.
0 U1
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 E. Garry Avenue
NIS Direction DOVER DRIVE Suite 116
E/W Direction 16TB ST. I CASTAWAYS LN. Santa Ana, CA. 92705 Client CITY OF NEWPORT BEACH
TURNING MOVEMENTS
DOVER DRIVE CASTAWAYS LANE DOVER DRIVE
Southbound Westbound Northbound
Start
Peak Hou
Time
Vol.
Pct.
Total
High
Vol.
Total
PHF
Analysis By Entire Inti
17:00
50 848 52
5.2 89.2 5.4
950
17:00
9 226 15
250
0.950
266
18 541
27 230 �.
!rsection for the Period
17:00
46 27 40
40.1 23.8 35.3
113
17:00
14 9 13
36 0.784
16:30 on 10/24/01 to 1
17:00
64 1188 109
4.4 82.4 13.1
1441
17:45
15 318 56
389
0.926
50 848 52 1252
4 1 4 T
2282
10/24/91
05:00p"
05:45pm
2779
N
2559
y � T f
1118 189 1188 64
DOVER DRIVE
16TH STREET
Eastbound
1:15 on 10/24/01
17:00
230 27
83.6 9.8
275
17:30
64 6
76 0.904
T-- 46
4-- 27
256
40 143
CASTAWAYS I
01 \�'
Study Name: H0110146
Site Code : 00001944
Start Date: 10/24/01
Page : 3
18 6.5
6 Intrvl.
Q(OZ
oc-,D'PC•12• 20U2; I U4PY-1, TUN6 I'J"'I IC Wo 3 y49 ba"-. JJ16 Trensportatlon Studies, Inc.
1820 E. Garry Avenue
City- NEWPORT BEACH suite 116
N•S Direction' DOVER DRIVE Banta Ana, CA. 92705
E-W Direction- PACIFIC COAST HIGHWAY
Start Time
Factor
07:00 AM
07.15 AM
07:30 AM
07 45 AM
Total
08:00 AM
08;15 AM
08:30 AM
08:45 AM
Total
BREAK
04:30 FM
04:45 PM
Total
05.00 F M
05:15 PM
05:30 FM
05:45 PM
Total
06:00 f•M
06.15 PM
Grano Tulal
Apprch 17o
Total %
S049 852 84-410 DJD0 r I P.02
'2--�
Groups Print6d• Tuming Mo.-ements
DOVER
DRIVE
PACIFIC COAST HIGHWAY
DOVER DRIVE
Southbound
Westbound
Northbound
Right
Thru
Lett .
Right
Thru ,
Left
Rlght
Thru
1.0 1.0
1.0 1.0
1.0 1.0
1.0 10
10 28
90 79
168
3 9
f3
19 16
150
70 210
5 7
12 13
7 139
116
288
15 11
33 25
7 155
164
320
9 11
24 67
58 534
429
986
32 36
77 33
8 203
157
320
7 7
10 11
10 191
123
334
17 11
12 38
13 179
176
332
13 7
13 34
10 183
16-3
344
16 7
19 76
nl
756
625
1330
53 32
54 Flte Name : h0210002
Site Code : 00000923
Start Date : 10109/2002
Page No 1
PACIFIC
COAST HIGHWAY
Eastbound
Left
Right
Thru Left int. Total
1.0 1.0
1.0 1 D
3 11
400 8 817 .
7 28
424 17 965
7 25
593 35 1282
11 7
641 33 1407
28 71
2058 93 4471
a
12 543 14 1302
7 10
534 9 1269
7 4
565 10 1337
a
2 558 10 1360
30 28
2200 43 5268
41 14
145
256
503
24 2
15 6
2 414
29 1451
73 28
330
549
1022
37 10
34 12
8 829
51 2983
64 18
290
321
539
27 6
14 2
4 3
399
482
21 15
1705
1787
34 13
224
313
654
28 5
6 13
14 5
4 5
387
10 1681
11 22
17 22
222
163
338
296
655
556
12 10
l
10 5
4 343
24 1456
131
68 899
1258
2404
77 18
51 16
16 1631
70 6629
32 20
229
265
625
9 7
14 4
2 4
368
323
28 36
1603
1533
32 411
21 236
264
3012
242
3378
587
6954
10 218
2 107
10 240
2 92
129
7389
323
22497
11.2 6.4
82.3 32.0
65.9 2.1
24.4 54.7
21.0 1.6
94.3 4.1
1.8 1"0
13A
150
309
1..0
0.5 1 1
0.4 0..6
329
14 oc-D r.12. 2032, 1:00H1 TCN3 ✓'J'IIC Wor4i J49-b44.Jjid 949 852 EtgJ0 J';!)J F [ P,O� Tr2nspotletton Studies, Inc.
1820 E. Garry Avenue
Suite 118 File Name : h0210002
Santa Ana, CA. 92705 Site Coda : 00000923
Start Date : 10/09/2002
Page No 2
DOVER DRIVE
PACIFIC COAST HIGHWAY
DOVER DRIVE
PACIFIC COAST HIGHWAY
Scuthbound
Weotbeund
Nortnbouno
Eaetbound
Start Time
Righ Thru Left
I
App,
Total
Righ Thru
t
Left
App.
Total
Righ
t
Thru
Lett
Apo.
Total
Righ
t
Thru
Left
App.
Total
Int.
Total
Peak How Froin
07:00 AM to 08:45 AM
Peak 1 of 1
intyrcectio
0 7:4 5 AM
n
Volume
67 38 728
833
620 1300
46 1972
36 59
33 128
33 2288
66 2382
5315
Percent
9.0 46 87.4
31.4 66.2
23 28.1
4611
25.8 1.4
95.8 2.9
07-45
25 7 355
187
164 320
9 493
11 24
11 46
7 641
33 681
1407
Voluumeme
Peek
0 946
Factor
High Int.
08:00 AM
08:30 AM
07:45
AM
07:45
AM
Volume
13 8 203
224
176 332
13 521
11 24
11 46
7 641
33 681
Fa factoorr
0.930
0 946
0.656
0 B74
Out in Total
745 833: 1578'
67 38 128
Right Thru Len
4 ►
North
N
e
►
10/9r02 7:45;00 AM
-10rer02 e:30:0o AM
Sd
?F
�g
ttPP
Turning Mmmenic
�
Lrn Thru RI ht
33: 59 �8
117 1128 245
Out In TOW
ROVER DRIVE
a c04
ocD2C 12 20023 1.01P4{, •CU PJbIic Works 949-644-3318 949 852 84-�10 '0363 P. 3 P 6a i
Tranaportabon Studlaa,Inc
182D E. Gerry Avenue
Sulte 116
File Name : h0210002
Santa
Ana. CA. 92705
Re Code : 00000923
Start Date : 10/09/2002
Page No : 3
DOVER DRIVE
PACIFIC COAST HIGHWAY
DOVER
DRIVE
PACIFIC
COAST HIOHWAY
Southbound
Westbound
Northbound
Eastbound
Start Tirno
Righ Thru Left
App.
Righ Thru
Lefl
App.
Righ
Thru
Left
App,
Righ
Thru LOL Aop• Int.
t
Total
1 Total
It
Total
t
Total Total
Peak Hour From
04:30 PM to 06:15
PM •
Peak 1 of 1
Inlersectio
04.45 PM
n
volume
141 60 921
1122
126 236
80 3712
25 60
17 102
18 168 68 1769 6705
Porceht
12.8 5 3 B2,1
34.1 63.8
2.2 24 5
58.9 16.7
10 95.1 3 8
05,15
34 11 224
269
313 654
2a
995
5 13
5 23
3 482 15 500 1787
Volume
POak
- 0 938
Factor
High IN.
05:00 PM
05:30 PM
04:.45
PM
05:15
PM
Volume
64 18 290
372
338 655
12 1005
8 19
6 33
3 482 15 500
Peak
0.754
0 923
0 773
0 885
Factor
TOM
17 3 i1122. 2516
Tel ; 60' 021
Right Thru Lon
1 �
NpRh
ry
y
10/M12 5.30:00 PM
z
5 pp
B�
8 �
Turning Movemanu
Lori Tliru Righl
171 so 25
in 102 260
Out In Total
DOV RN
0 LP15
c_12. 20023 1:04PM, D13 PUb :- 'Works_ 949-64d-JJ1�
Trenepertatlon Studlee, Inc.
1820 E. Garry Avenue
City. NEWPORT BEACH 6ulto 116
N-S Direction. BAYSIDE DRIVE Santa Ana, CA.92705
E-W Direction• PACIFIC COAST HIGHWAY
Start Time
Factor
07:00 AM
07:15 AM
07:30 AM
07 45 AM
Total
08-00 AM
08:15 AM
08-30 AM
08 45 qM
Total
.. 30!AK "'
04.30 FM
04 :45 PM
Tutal
05:00 PM
05-15 r•M
05:30 PM
05:45 PM
Total
06-00 1'M
06.35 r'M
Grand 'Total
App, t^
Tota; %
:+4y 952 84.14) F.65
�0
Oroups Primed-Tuminp Movements
SAYSIDE DRIVE
PACIFIC COAST HIG14WAY
BAYSIDE ORNE
Souhbound
Wbelbound
Northbound
Right
Thru
Left,
Right
Thru
Lett
P,Ight Thru
Left
1.0 1.0
1..0
1 0
1.0 10
1.0 1 0
1.0 12
1 6
1 202
8 3 1
70 13
1 5'
0 263
8 5 1
67 8
2 4
3 298
a
a 0
90 14
1 6
7 355
11 11 1
92 47
5 21
11 1118
31 23 3
319
10 2
2 7
367
19 10 3
82 12
0 6
3 354
10 14 2
99 9
5 7
4 409
10 7 1
103
5 1
4 4.
406
8 11 3
96 36
8 19
18 1536
47 42 9
380
File Name : H0210001
Site Code : 00000921
Start Dste : 10/10/2002
Pop No '1
PACIFIC COAST HIGHWAY
Eastbound
Right
Thru Left
Int Taut
1.0 1.0 1.0
71 339 7
721
67 522 6
958
79 689 4
1185
94 344 10
946
311
1994 27
3610
98 582 8
1250
105
686 7
1298
90 640 9
1294
100
604 17
1259
393
2612 41
5141
14 2
6 5
625
15 10
it
106
120
446
10 14
3 5
9 719
13 9
3 121
98 460
10 28
5 11
15 1344
28 19
7 227
218
906
20 B
9 8
6 718
6 9
4 106
86 453
26 12
3 6
11 756
18 12
3 113
119
498
)5
22 1
5 10
813
19 11
6 )11
132
509
17 9
1 9
10 920
17 13
0 .102
127
55)
23 51
14 28
37 3207
60 45
12 432
464
2011
81 13
1 10
10 789
27 14
0 100
106
474
1a
13 9
10 9
734
16 19
2 115
125
496
19 188
d2
99 100
9728
209
162
33 1573
1617
8393
202
57.1 12.8
30.1 1.1
96.6 2.3
9.2 1.9
89.0 15.8
82.2 2.0
09 02
0.5 0S
409
1.0 0.8
0.2 7A
76 39,3
09 1364
1464
2828
1439
1566
1655
1782
6442
1558
1567
21346
0 L01(p
CCIiiC IC•—IUUC&_IVU»rN,t lN6 VU911C ADrK3 J4y'Ouc 3S10 949 852 B4.I;rJ-?J')) t' J P.66
d�
Tramportatlon Studies, Inc.
18320 E. Garry Avenue
Sulte 11a File Name : H0210001
Santa Ana, CA. 02705 Site Code ; D0000921
Start Dale : 10/10/2002
Pape No 2
BAYSiDE DRIVE
PACIFIC COAST HIGHWAY
BAYSIOE DRIVE
PACIFIC COAST HIGHWAY
Soulhbound
We9lbound
NORhbOwnd
Eastbound
Start Time
Righ Thru Lett
App.
Rrgh Thru
Left
App'
Ri8h
Thru
Left
App.
RiQh
Thru
Left
App.
Int.
t
Total
t
Total
t
Total
t
Total
Total
Peak Hour From
07:00 AM to 08:45 AM •
Peak 1 of 3
Intersectin
08:00 AM
Volume
36 8 19
63 18 1536
47 1601
42 9
380
431
393
261
41 3046
5141
Parcont
57 t 12 7 30 2
1. 3 95.9
2 9
9.7 2 3
88.2 12.9
85.8 1.3
08:15
12 0 6
18 3 35A
10 367
14 2
99 115
106
686
7 798
1298
Volume
Pnak
0 99D
Factor
High Int.
08:30 AM
08:30 AM
08:19
AM
08:15
AM
VoluTa
9 6 7
21 4 409
10 423
14 2
99 115
106
686
7 798
Peak
0..750
0 946
0.937
0 954
Fa[lor
Out In Total
ae ISJ 191
Right Thru Left
1 ►
19 �i
HD
t
y
North
N
►
10/10102 8:00:DD AM
1 g a
10/10102 6:45'D0 AM
GTurning
Movemenie
1 1
Loh TIGu R19ht
3301 9 42
"a 471 879
Owl In Total
BAY91p Riv
D ID-1
uCut c is [JJ(6 I-v4rnf9 rvJ r u u i i L 11JV,jj10 y4y CbY ti4nJ V;JJ r P.OT
S
Transportation Studies, Ino
IUD E. Garry Avenue
suits 11B
File Name : H0210001
Santa Ana, CA. 92705
Site Code ; 00000921
Start Date 10/10/2002
Page No 3
BAYSIDE DRIVI!
PACIFIC COAST HIGHWAY
6AYSIDE DRIVE
PACIFIC
COAST kIOIrWAY
Soulhbound
Wetibound
Northbound
Eastbound
Start Time
Rlgn Thru Left
App.
Righ Thru
Lett
App.
Righ
Thru
Lett
Apo.
Righ
Thru Leh App. Int.
I
Total
t
Total
t
Tote,
t
Tow Total
Peak Hour From
04:30 PM to 06-15
PM
Peek 1 of 1
Intersectlo
05-30 PM
n
Volume
57 12 34
103
39 326
79 337A
57 7
428
492
490
Z03 73 2593 6562
Percent
553 11.7 330
1.2 96.5
23 11.6
1,.4
87.0 181
7B.3 2.8
0545
9 1 9
19 10 920
17 947
13 0
102
115
127
551 23 701 1782
Volume
Peak
0 921
Factor
High Int.
06:15 PM
05!46 PM
06:15
PM
05:45
PM
Volume
13 9 10
32 10 920
17 947
19 2
115
136
127
551 23 701
Peak
0 805
0-991
0.904
0 925
Factor
Out In otal
T222
1119 103
57 12 34
Right Thru Left
~
North
��
►
f oll0102 6:30:00 PM
y
IWI0/025:15.00PM
2 n
Turning Movements
0 Leh Thru Rlaht
4201 7 57
Sal 492 1073
Out rn Total
BAYSIDE DRIVE
i
' / •
X1
Transportation Studies, Inc.
City : NEWPORT BRACE
1820 E. Garry Avenue
Study Name:
B0110151
N/S Direction MACARTHOR BOULEVARD
Suite 116
Site Code :
0000097B
R/W Direction : JAMBOREE ROAD
Santa Ana, CA. 92705
Start Date:
11/07/01
Client : CITY OF NEWPORT BRACE
Page
1 TURNING MOVEMENTS
MACARTHUR
BOULEVARD
JAMBOREE
ROAD
MACARTHUR
BOULEVARD
JAMBOREE
ROAD
Sorthbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Riqbt
Thrui
Thru
Lef t
Riaht
Thru
Left
Riaht
Thru
L ft
Total
11/07/01
07:00
10 124
51 30
158
31 20
149
51 11
45 7
703
07:15
36 120
43 58
303
27 23
160
58 19
50 7
904
07:30
33 188
83 75
292
53 22
261
63 27
48 8
1153
7 47
54 37
2 Hour
126
615
232
256
1190
165
102
853
274
93 212
43 4161
0 8 : 0 0
30 198
62 97
456
63 34
269
109
23 76
27 1444
08:15
42 219
57 84
433
59 39
291
115
32 70
26 1467
08:30
41 201
61 100
441
59 38
276
114
26 80
31 1468
08:45
35 191
58 92
454
31 B
33 268
106
26 74
27 1422
Hour
148
809
218
373
1784
239
144
1104
444
107
300
Ill
5801
[BREAK]
--••-------------------
-----------------------
-----------------------
---------
16:30
30 194
102
74 113
51 10
176
41 52
217
36 1096
20 244
115
49 116
40 14
179
49 04
190
26 1126
Hour
SO
438
217
123
229
91 24
355
90 136
407
62 2222
17:00
39 221
127
81 121
64 10
177
48 75
285
34 1282
17:15
21 343
171
65 127
81 17
282
54 95
343
63 1662
17:30
36 322
161
77 139
61 23
323
52 102
355
54 1729
7.9 5
38 338
150
69 1267
2 Hour
134
1224
609
291
513
283
78 1077
200
362
1356
210
6337
18:00
46 318
147
73 142
61 23
264
53 89
343
44 1603
18:15
31 287
122
69 131
56 19
247
44 72
327
61 1466
Total
535
3691
1565
1185
3989
895
390
3900
1105
059
2945
531
21590
t Apr.
9.2 63.7
27.0 19.5
65.7 14.7
7.2 72.2
20.4 19.8
67.9 12.2
-
t Int.
2.4 17.0
7.2 5.4
18.4 4.1
1.8 18.0
5.1 3.5
13.6 2.4,
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 R. Garry Avenue
N/S Direction MACARTHUR BOULEVARD Suite 116
R/A Direction JAMBOREE ROAD c� Santa Ana, CA. 92705
Client : CITY OF NEWPORT BEACH
.�� TURNING MOVEMENTS
MACARTHUR BOULEVARD �jAXBORRR ROAD �KACARTHUR BOULEVARD JAMBOREE ROAD Southbound *estbeted• Northbound Eastbound
Start
Peak Hou;
Time
Vol.
Pct.
Total
High
Vol.
Total
PHF
Analysis By Entire Int
OB:00
148 809 238
12.3 67.1 19.9
1195
08:15
42 219 57
318
0.939
2376 <--
2894
308
107 71.
!rsection for the Period
0 0 : 0 0
373 1784 239
15.5 74.4 9.9
2396
08:00
97 456 63
616
0.972
07:00 on 11/07/01 to 0
OB:00
13-10
144-144
444
8.5 65.2 26.2
1692
OB:15
39 291 115
445
0.950
(:RJS1111J1S lf�JULL'YHl
148 809.238 1588
<. � T
2783
11/07/01
08:08an
88:45aM
seal
N
2847
1155 4484-
44 ICARTH4LIR BOULEUA
13I.6
3078
1:45 on 11/07/01
0HO
107 300
20.6 57.9
518
08:30
26 80
137
0.945
t— 373
E— 1784
239
—� 682
MBOREE IRO
o4 `
Study Name: U0110151
Site Code : 00000978
Start Date: 11/07/01
Page : 2
III
21.4 31
Intrvl.
0'IQ,� COJh'i DC�en'S �tioh Sw���^�C �k�G�C o.•. r�Uv`ec..1 SH�C. 0-10
a�
Transportation Studies, Inc.
City : NEWPORT
BEACH
1820 8. Garry Avenue
Study Name:
R0110151
NIS Direction
NACARTHOR BOULEVARD<•.
Suite 116
Site Code :
00000978
BMW Direction
JAMBOREE ROAD
Santa Ana, CA. 92705
Start Date:
11/07/01
Client : CITY
OF NEWPORT BEACH
Page
3 TURNING MOVEMENTS
MACARTHUR BOULEVARD
JAMBOREE ROAD BOULEVARD JAMBOREE ROAD
Southbound
�KACARTHUR
West-bmd #e ew Eastbound
Start
IIntrvl.
Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 11/07/01 to 18:15 on 11/07/01 Time 17:15 17:15 17:15 17:15
Vol. 141 1321 629 283 534 280 91 1164 205 376 1414 220
Pet, 6.7 63.1 30.0 25.7 48.6 25.5 6.2 79.7 14.0 18.7 . 70.3 10.9 Total 2091 1097 1460 2010
High 17:15 17:30 17:30 17:45
Vol. 21 343 171 11 139 81 23 323 52 90 369 59
Total 535 297 398 518
PHF 0.977 0.923 0.917 0.970
ACARTHUR BOULEUAR
1321 1667
141 629
�
3758
JAMBOREE ROAD
f"
283
B80
11/07/01
220
�
06:050ppm
534
2890
6638
3231
1414
280
376
2134
JAMBOREE ROAD
N
3437
1977 1164
225 91
ACARTHUR BOULEUAR
BR4190AM
k SEW P(0)
O
INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION:
BRISTOL STREET NORTH 8 JAMBOREE ROAD 4190
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
I — I EXISTING I
PROPOSED I EXISTING I EXISTING I REGIONAL 1
COMMITTED
I PROJECTED I PROJECT I PROJECT 1
Movement I Lanes I
Lanes I PK HR I V/C I GROWTH I
PROJECT
I V/C Ratio I Volume I V/C 1
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
j--------------- - ------------- -
NL 1 3200 1
--------------- ----- ----- — - --- --------- - -------- ----- 1 1077 1 0.337 - I
---------------
- ----------------- - ------------- --------------- j
I I I I
I--------------- --------------- -
1 NT I N.S. 1
----------------- ---------------- -------------- ------------------ - 1 1957 1 1 I
-------------------
---------•-------- --------------- ---------------- I
I I I I
NR I N.S. 1
1 687 1 1 1
1 1 1 -_ 1
I----- - ----- - --------------- -
I SL I I
------ --- - — - - -—------ ---------
I I I I
-------- -------
1 I I I I
I- ------ ---- --------------- -
I ST 1
----------------- ---------------- -------------- ------------------ - 1 589 I I
-------------------
------------------ --------------- ---------------- i
I I I I
I-------------- } 6400 -
-------------- - -------------- } 0.152 -—---- —--- ---- - -------------
I Sk 1
1 -365 5SO* I I
I I I I
I------ -------- ------ ------ -
I EL I I
---- ------------ ------- -------- -------------- ------ ----------- -
I I I I
------------ ----
--------- ------- --------------- ------- --- - I
I I I
I --------------- --------------• -
I ET I I
----------------- ---------------- ------------•- ------------------ -
I I I I
-------------------
--------- 1
-------- --------------- ----------------
I I I I
I--------------- -------------- -
I ER I I
---------------- -------- ------- ----- ------- ------- ---- ----- -
I I I I
-------------------
------------------ -------------- ---- --------- - I
I I I I
I--------------- -------------- -
I WL I I
--------- ------ ----------- --- -------------- ------------- -
I I I I
-------------- --
----------------- --------- ----- --------------- I
I I I I
I--------------- --------------- -
I WT I I
----------------- ---------------- -------------- ----------------- -
I I I I
-------------------
------------------ --------------- ---------------- I
I I I I
I----- --------- --------------- -
I WR I I
--------- ---- ------- -------- ----------- -
I I I I
I
I I I I
I---------- --- -------------- -
1 EXISTING I.C.U.
-------------- ----- - ----- — -- -- ------------ -
0.489 1
------------- ---
------------------ ----- ----- -- - I
I
I--------------- --------------- ------------ ----- ----- ---------- --------- -- 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I
I I I
I---- ---- -- -------------- --------- — ---- - -------------- -------------- ----------------- - 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. -------------------
------------- --------------- --------------- I
I I
I _I Projected + project traffic I.C.U. will be less than or equal to 0.90 I _I Projected + project traffic I.C.U. will be greater than 0.90 I —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 -- -------------- - ------------- - ---------------- - --------------- ------------- - ------------ ---- - ------------------- ------------------ - -------------- - --------------- - Descriplion of system improvement:
PROJECT FORM II
BR4190AM
�O�J�St� d� �loW �•^Sac`r���o�
c.w � � 1.� • 03
OIL
BR419OPM
3°
SEW POST
4 INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION: BRISTOL STREET NORTH &JAMBOREE ROAD 4190
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM 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 1
I
j 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-- — --
N L
-- ---- -- —— - — - --------- ---- --------- ----------------- — - I 3200 1 I 857 1 0.268 I
----- —----------- ------------ I
I I I I
I-----------
NT
--------- --- ------------------ - ------------- ------------ —• ---------------- ------------------- I N.S. I 11A(,0 192 1 1 1
------------------- --------------- -------------- I
1 1 1 I
I--- ---- ---
NR
------------- ----- --------- — - ---- -------- -------------- - --- — ----- — - ---- •------------ I N.S. 1 1 839 1 1 1 1
- ------------------ - -------------- -------------• I
I I I
I--- - —
I SL
- -- -- -- — — ---- - — -- - --------- --- - -------------- ---
I I I I I I
- ----- I
I I I I
I---------------
S T
- ------ --- --------- — ----- — --------------- --------------- --------------- - ----------------- 1 1 1287 1 1
-------------- ---------- -------------- I
1 I 1 I
6400 ---- --- --- } 0.31 i -------- — --- — — --- — }
----------
I SR
1 1 741 1 1 I
1 I I
1--------------
I EL
------------- ----------------- -------- --------------- --------------
I I I I I I
I
I I I I
I--------------
I ET
---- --------- --------- -------- ------------ --------------
I I I I I I
I
I I I I
I--------------
I ER
-------------- -----------•-- -- -------------- -------------- -------------- ------------------ -
I I I I I I I
--------------•--• -------------- ------------- I
I I I
I---------------
WL
--------•---- --------------- ------------ -------------- ---------------- ------------------ -
I I I I I I I
------------------ -------------- ------------- I
I I I
I----- ---------
I WT
---•---------- --------- -------- ------ ---- --------------- --------------- -------- —------ —
I I I I I I I
------------------- --------------- -------------- I
I I I
I WR
------------------
I I I I I I I
------------------- --------------- - ------------
I I I
1 EXISTING
--------------
I.C.U. 1 0.585 1
------------------- -----------•--- --------------
I
1--- ----------
EXISTING +
-------- - -- -- — — --
REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I
- I I
I-------------
EXISTING +
- ----- ------ ------ ---------- - --------- --------- -------------- -------------------- COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
• ------------------ -------------- - -------------
I I
_I Projected + project traffic I.C.U. will be less than or equal to 0.90 I —I Projected + project traffic I.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 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
BR419OPM
�rfC,us7edL �' �Ww w�secut}�o� �t,r i.�wr@ r'cce�T ��'S.
Cw t!-4. 5
0-13
ii k
Transportation Studies, Inc.
City : NEWPORT
BEACH
1820 E. Garry Avenue
Study Name:
H0110141
NHS Direction
BAYVIEW PLACE
Suite 116
Site Code :
0000091E
BMW Direction
BRISTOL STREET
Santa Ana, CA, 92705
Start Date:
10/25/01
Client : CITY
OF NEWPORT BEACH
Page
1 TUNING MOVEMENTS
BAYYIBW PLACE
BRISTOL STREET
BAYYIBW PLACE
BRISTOL STREET
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Righthr
Right
r
Left
Right
Thru
L f t
Riqbt
ThrtLef
t
Total
10/25/01
07;00
16 0 0
24 214
0 0
0 0
0 0
0 254
07:15
26 0 0
15 534
0 0
0 0
0 0
0 585
07:30
11 0 0
39 646
0 0
0 0
0 0
0 696
07J5
23 0 0
20 632
0 0
0 0
0 0
0 675
Hour
76 0 0
108
2026
0 0
0 0
0 0
0 2210
08:00
17 0 0
39 577
0 0
0 0
0 0
0 633
08:15
14 0 0
18 544
0-
0 0
0 0
0 0
576
0B:30
11 0 0
11 557
0 0
0 0
0 0
0 579
08645
12 0 0
19 42
a
0 0
0 0
0 0
523
Hour
54 0 0.
87 2170
0 0
0 0
0 0
0 2311
[BRRAR]
---------•-------------
------------•------•----
------------•--------•-
-----------------------
-•-----
16:30
71 0 0
4 544
0 0
0 0
0 0
0 619
4 0 0
5 524
Hour
105
0 0
9 1D68
0 0
0 0
0 0
0 1182
17:00
118
0 0
5 514
0 0
0 0
0 0
0 637
17:15
91 0 0
2 5a5
0 0
0 0
0 0
0 678
17:30
74 0 0
4 586
0 0
0 0
0 0
0 664
17 4 5
7B
0 0
4 Hour
361
0 0
15 2271
0 0
0 0
0 0
0 2647
18:00
43 0 0
9 457
0 0
0 0
0 0
0 509
18:15
67 0 0
1 552
0 0
0 0
0 0
0 620
Total
706
0 0.
225
8544
0 0
0 0
0 0
0 9479
9 Apr.
100.0
2.6 97.3
-
9 Int.
7.4 2.4
9D.1
-
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 B. Garry Avenue
N/S Direction : BAYVIEW PLACE Suite 116
H/N Direction BRISTOL STREET Santa Ana, CA. 92705
Client : CITY OF NRKPORT BEACH
TURNING MOVEMENTS
BAYVI&W PLACE JBRISTOL STREET JBAYVIRW PLACE BRISTOL STREET Se� pi Sj 48tbetfi S5 Northbound Eastbound
Start
me l Riaht Thru Leftl_ Right Thy Left[ Right Thru Leftf Right T Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/25/01 to 08:45 on 10/25/01 Time 07:15 07:15 ')ACOA 07:15 07:IS
Vol. 77 D 0 123 4;-94- 0 0 0 0 0 0
Pct. 100.0 0.0 0.0 4.8 95.1 0.0 0.0 0.0 0.0 0.0 0.0
Total 77 2512 0 0
High 07:15 07:30 07:30 07:30
Vol. 26 0 0 33 646 0 0 0 0 0 0
Total 26 685 0 0
PHF 0.740 0.916 0.000 0.000
BAYUIEW PLACE
' 123
E'
T
200
BRISTOL STREET
10/25101
07.15an
08: 00a>1
2466 'F" 2466 2589 2512 123
<-- 2389
BRISTOL STREET
BAYUIEW PLACE
f- 1\9, Ae Q T' 5,oV3 �.�SQNaCIOv�
:J 1
Study Name: H0110141
Site Code : 00000918
Start Date: 1D/25/01
Page : 2
0 0.0
0 Intryl.
City : NEWPORT BBACB
N/S Direction : BAYVIEW PLACE
E/W Direction BRISTOL STREBT
Client : CITY OF NEWPORT BRACE
BAYVIBW PLACE
seaihbo� N-,
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 52705
TURNING MOVEMENTS
BRISTOL STREET BAYVIBW PLACE BRISTOL STREET
4s0%9 1:'J�' Northbound Bastbound
Start
Time Right Th ru Lef t RightLef t Right Thr Tbru
Peak flour Analysis By Entire Intersection for the Period: 16:30 on 10/25/01 to 18:15 on 10/25/01 Time 17:00 17:00 �tB5.1 17:00 17:00
Vol. 361 0 0 15 -94 0 0 0 0 0 0
Pct. 1OD.0 0.0 0.0 0.6 99.3 0.0 .0.0 0.0 0.0 0.0 0.0
Total 161 2286 0 0
Nigh 17:00 17:30 17:30 17:10
Vol. 118 0 0 4 586 0 0 0 0 0 0
Total 118 530 0 0
PEF 0.764 0.968 0.000 0.000
BAYUIEW PLACE
15 -3.6I1
E' T
376
BRISTOL STREET
10/25/01
05 : OO]pM
O5:45PM
2632 <-- 2632 2647 2286 �— 15
F— 2271
BRISTOL STREET
BAYUIEW PLACE
J�r�CJos`ecX g'r �` cou%ser,,4t.,1
n\
Study Name: 90110141
Site Code : 00000918
Start Date: 10/25/01
Page :3
0 0.0
0 Intrvl.
07�
Q ?� PORE
1 % TRAFFIC VOL UMEANAL ISIS
C'9Cl FOr,
INTERSECTION: BRISTOL STREET SOUTH & JAMBOREE ROAD 4170 (Existing Traffic Volumes Based on Average Winter/Spring 2001 AM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR
REGIONAL GROWTH
VOLUME
APPROVED PROIFCTSJ
PEAK HOUR
VOLUME
PROJECTED
PEAK HOUR
VOLUME
1% OF PROJECTED
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
2040
Southbound
560
Eastbound
2981
Westbound
1 0
Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes.
Q Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOL UMEANALYSIS
INTERSECTION: BRISTOL STREET SOUTH & JAMBOREE ROAD 4170 (Existing Traffic Volumes Based on Average Winter/Spring 2001 PM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR
REGIONAL GROWTH
VOLUME
APPROVED PROJECTS
PEAK HOUR
VOLUME
PROJECTED
PEAK HOUR
VOLUME
l%OF PROJECTED
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
2747
Southbound
1310
Eastbound
2932
Westbound
0 O Project Traffic is estimated to be less than 1°% of Projected Peak Hour Traffic Volumes. 0 Project Traffic is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
DATE:
077
BR4170AM
EWPp
ff R��
i
J /2
INTERSECTION CAPACITY UTILIZATION ANALYSIS �-~
c-4Cr Fp
J C,
INTERSECTION: BRISTOL STREET SOUTH 8 JAMBOREE ROAD 4170 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM — ----- - ------ - ---- ---- - — — - ----- -------- —
{ I EXISTING I PROPOSED I EXISTING { 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 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--- --------- - — — - ------ — _ —------- ---- — -- — — --- — -- — — -- ------------ I
I NL I I I I I I I I I I
NT I I 1992 I I I { I I
} 8000 — --- — — ---- } 0.255
I NR ! { as I I I I I I
l SL I I I I I I I I I I
ST I 4800 I I 56D 1 0.117 I I I I I I
I - - — -- — ----------- - -—------ — - ---
R -- -- -- — -. - - -- - -- - I
I SI I i. I — I I I I I I
EL I I 1569 I I I I I I
I --- -- -- } 4800 - — _ - — - — -- — } 0.405
ET I { 375 I I I I I I
ER I 3200 I { 1037 { 0.324
i WL I I I I I I I I I I
I WT I I I I I I I I I I
I--------------- -—----- -- — — — -- — - --- — — — — -- — — — --- -- — -- I I `/`/R
EXISTING. I.C.U. I I I 0.660 I I
I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT.I.C.U. 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 t.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 —
BR4170AM
FORM II
um
BR417OPM
ON
�F'W PpR
1111
0 �)
INTERSECTION CAPACITY UTILIZATION ANALYSIS
-141 FC)
INTERSECTION: BRISTOL STREET SOUTH & JAMBOREE ROAD 4170 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE OXILY TRAFFIC WINTER/SPRING 2001 PM I — I EXISTING I PROPOSED 1 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 f V/C Ratio I Volume I V/C I I Capacity I Capacity I Volume 1 Ratio I Volume I Volume I w/o Project I I Ratio I I I I I I I I Volume I I I
I NL I I I I I I I I I I
I NT 1 L2.31O -2665 I I I I I I
I — } 8000 - -- - --- } D.343
I NR 1 I 32 I I f I I I
I SL I I ! I I I I I I I
ST I 4800 1 I 1310 1 0.273 1 1
I SR I I I I I I I I I I
I EL 1 I 928 1 1 I I I I
4800 - — — } 0.431 -
1 ET I I 1141 1 1 I I I I
ER 1 3200 I 1 r 1404'1 -8&3 1 0.270 1 1 I I I I
I WL I I I I I I I I I I
I WT I I I I I I I I I I
I WR I I I I I f I I I I
EXISTING I.C.U. I 1 I 0.774 I I
EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. f I I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I LI Projected + project traffic I.C.U. will be less than or equal to 0.90 1_I Projected + project tragic I.C.U. will be greater than D.90 LI Projected + project traffic t.C.U. w/systems improvement will be less than or equal to 0.90 U 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
BR417OPM
♦" A�JS\C(� tVt �1Jl.i �D.nSt,rJ4-CICv�.
v 71
JA4768AM
33 ��W PC)
4 O .'
INTERSECTION CAPACITY UTILIZATION ANALYSIS
cgc�Foa�`P
INTERSECTION:
JAMBOREE ROAD & BAYVIEW WAY 4768
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
............................................................................................................
I EXISTING I
............................................................................
PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED
.
I PROJECTED I PROJECT I PROJECT
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 Volume I I
...................................................................................................................................................................
N L
I 1600 1
1 . 120 1 0.075 1 1
. .................
1 1 I
.........................................................................................................
NT
1 ............................................................................ 1 1884 1 1
1 6400.....................................
} 0.303 . .................. ......................
} ................ }
I NR
1 1 56 1 1
1 .........................................................................................................
SL
1 1600 1
............................................................................ 1 78 1 0.049 • I
I I I
....................................................
ST
1 6400 1
. ................ . ............... . .................. ............................................................................ 1 361'�1 1481 1 0.231 1 1
1 1 1
.....................................................................................................................................................................................
SR
1 1600 1
1 164 1 0.103 1 1
1 1 I
.........................................................................................................
EL
1 3200 1
..................................................
1 41 1 0.013 1 1
..................
1 1 1
1.......................................................................................................................................................................
I ET
1 1 9 1 1
.........
1 I.................
} 1600.....................................
} 0.029 # .................. ......................
} ................ }
ER
1 1 37 1 1
1 I.........................................................................................................
I W L
1 1600 1
............................................................................ 1 9 1 0.006 " I
I I I
.................
WT
................ ....................
1 16001
•................. ................ ................... ............................................................................ 1 01 0.000 1 1
1 1 1
.........................................................................................................
WR
1 16001
............................................................................ 1 401 0.025 I I
I I I
..................................................................................................................................................................................... 1 EXISTING
I.C.U.
1 0.397 1
I............................................................................................ ............. ......................
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. ...................
I I
......................................................................................................................................................................................
EXISTING + COMMITTED
.................... ................ .
+ REGIONAL GROWTH + PROJECT I.C.U.
................... ................. ................ ............... I ... ............................................................................ 1 1 1
.
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
JA4768AM A) I
rjd�.,s�'ed Tor ��oW cn�5e.r�s�iov�
WE
�J
JA4768PM
SEW PO��
Q
0. .:
INTERSECTION CAPACITY UTILIZATION ANALYSIS
c�e
q�1 FO RN\
INTERSECTION:
JAMBOREE ROAD & BAYVIEW WAY 4768
EXISTING TRAFFIC VOLUMES
BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING
200I PM
...........................................................................................................................................................................
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 FIR 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
Volume I I
••-••--••• ......................
NL
1 1600 1
.................. ................ . .............. ................. -•......... I ......... . 1 57 1 0.036 " I I
................... ............... .............
I I I
.......................................................4.............................................................................................................. 1 NT
1 7-1 j35 -lba 1 1
1 ................}
6400...................................}
0.271................. .................... }
...............}
NR
1 1 52 1 1
.
1 1----------------
SL
-.............. •
1 1600 1
.................. ................ ............... ----------------- .................... 1 104 1 0.065 1 1 1
................... --------••----- ------------•-
1 1
...... .............
6400
...........�1.zd35 I 0.380 ... fc............................................................. ............... ..............
ST
I
.................................................................. 1 SR
1 1600 1
........................................................................ 1 66 1 0.041 1 1 1
............... ............
1 1
.......................................................................................................................................... 1 EL
1 32001
1 87' 1 0.027 1 1 1
............... ..............
1 1 1
.......................................................................................................................................................................
I ET
1 1 13 1 1
1 ................
} 1600...................................
} 0.093 • ................ .................... }
............... }
ER
I
I 136 I I
I
..................................................................................................
WL
1 1600 1
.................... .
1 32 1 0.020 " I I
................... ...............
I I
................
WT
............... ...................
I 16001
................ ............... ........... ...... .................... .
I 71 0.004 1 I I
................... ............... ..............
I I
...............
W R
............... .
1 1600 1
.................. ................ ............... ................ 1 93 1 0.058 1 I I
I I
................
EXISTING
............... ...................
I.C.U.
............................... ...............
1 0.529 1
.................................................................. 1 EXISTING + REG GROWTH
............... .
+ COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I
I
........................................................................................................................................................................
EXISTING + COMMITTED+
...........................................................................................
REGIONAL GROWTH + PROJECT I.C.U. I
.... I ..... ..................... ...........I
I I
..................................... .
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 ..................................................................... ............... ...:......................I............ ----............... . .............. .............. .
Description of system improvement:
................................................................... . ..................................................... ................... . .............. .............. .
PROJECT (' FORM II
JA4768PM A��as� Tc� axvck;oy\
JA4765
?LA
SEW PO
U y 1
INTERSECTION CAPACITY UTILIZATION ANALYSIS
cq�r F0 0.t4\P
INTERSECTION: JAMBOREE ROAD & EASTBLUFF DRIVE N. /UNIVERSITY DRIVE 4765 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 ► Movement I Lanes I Lanes I PK HR I V/C I GROW T H I PROJECT I V/C Ratio ► 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 NIL 1 1600 1 1 56 1 00.0035 1 1 c+ 1 tit �px I
.......NT...... I ......4800 1 ................... I .......1846 T Ise { t#'4� f d� f ....dox�.�lOU.)..CQ...Y... i ?1...... .... � ...,............. ................................................................................................................................................... ..................................
N R 1 1600 1 1 151 1 0.094 ► 1 1 1 1
1..................................................................................................................................................................................... ► St. 1 3200 1 1 93 1 0.029 • I I I I
I..................................................................................................................................................................................... 1 ST 1 4800 1 1 1057 1 0.220 1 1 1 1 1
.....................................................................................................................................................................................
SR 1 1600 1 1 276 1 0.173 1 1 1 1 1
...................................................................................... . ..............................................................................................
I EL I 1 1 525 1 1 1 1 1
1 3200..................................... ) 0.197 • .................. ...................... } } ................
I ET I I I' 1G5 I I I I I
.....................................................................................................................................................................................
I ER I N.S.1 1 4 1 1 1 1 1 I
1......................................................................................................... ............. I..•••••.. ..... .............. ................ •.................
I WL I 1 1 237 1 1 1 1 I
I•................. 4800..................................... } 0.073 ................... ...................... } ................ } I WT I 1 1 113 1 1 I 1 I
.......................................................................................................... ..................... . ............. I ..... . ............... . .................
I WR I N.S. 1 1 201 1 1 1 1 1 1
....... .......... ................ .................... ................. ................ ...I............... ............................................................................ 1 EXISTING I.C.U. 1 0,683 1
1...................................................................... ► EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I .....................................................................................................................................................................................
I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I ........................................................................................................................................................................................ .
Split Phase E/W 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 I _I 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 .................................... .................... I ............... . .................................. . .......................................................... ................. .
Description of system improvement:
.. ................. . .............. I . .............. I .... . ................. ................ .................. ........... ..... I ... . .................... ................ ............... .
PROJECT FORM 11
JA4765AM
W
JA4765
�LA
SEW Pp�T
.'a
H r. n
INTERSECTION
CAPACITY UTILIZATION ANALYSIS
INTERSECTION: JAM REE ROA & EASTBLUFF DRIVE N./UNIVERSITY DRIVE 4765
EXISTING TRAFFIC VOLUMES BASED ON
AVERAGE -DAILY TRAFFIC WINTER/SPRING 2001 PM
.......................................................................................................................................................................... 1 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
...................................................
I NL 1 1600 1 1
.............................. ....................................................................................... I 47 1 0.029 I I I I I I
............................................... 4A.....................................................................................................................
NT 1 4800 1 1(�(R0 1
I
16?4 1 0.328 ' I 1
I
.................................................................................................. 1 NR 1 1600 1 1
...................... ........ ....... .............. ............. 302 1 0.189 1 1 1 1 I I
......................................................................................................................................................................
SL 1 3200 1 1
. .................. .
253 1 0.079 k I �1Q� {�rk5el��'�ibr�} I I
............... ....o.....1�3�- (tea .............. 1
I---------------- --••-------....
I ST I 4800 1 1
2347 T5 0.489 I I I I I I
....................................................................................................................................................................... 1 SR 1 1600 1 1
I
360 f 0.225 1 1 1 1 1 1
..................................................................................................
I EL I 1 1
..................................................................... I 207 1 I 1 1 1 1
I................ . 3200................................... } 0.095 ................. ..................... } . ....... I ...... } I I ET I 1 1
98 1 1 I 1 I I
I.................................................................................
ER I N.S. 1 1
.................
5 1 ► 1 f 1 1 1
1.......................................................................................................................................................................
I WL I 1 1
I
245 1 1 1 1 1 1
............... . . 4800 •.................. ................ } 0.070 ■ ................ .................... } ............... } I I WT I 1 1
93 1 1 f 1 I I
1................ ............... ................... .
WR I N.S. 1 1
............... ............... ................. .------------------ .............. .............. 168 1 1 1 1 1 1 1
..................................................................................................
EXISTING I.C.U.
1 0.573 1 1
..................................................................................................
EXISTING + REG GROWTH + COMMITTED
........................................ . I
W/PROPOSED IMPROVEMENTS I.C.U. I I I
........................................................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I .............................................................................................................................................
Split Phase E/W Direction
............................. .
I _I Projected + project traffic j.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 I _I 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:
. ................. .............. . ................ a . . ................ .............. . ................ ...................... ................... .............. . ............. .
PROJECT FORM 11
JA4765PM
D g3
35 rEW POk�
O 6
1 % TRAFFIC VOL UMEAN.ALYSIS
CSC/F ii`•a�P
O
INTERSECTION. JAMBOREE ROAD-& BISON STREET 4570
(Existing Traffic Volumes Based on Average FfInter/Spring 2001 AM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR
REGIONAL GROWTH
VOLUME
APPROVED PROJECTS
PEAK HOUR
VOLUME
PROJECTED
PEAK HOUR
VOLUME
III PROJECTED
PEAK HOUR
VOLUME
PROJECT
PE.kK HOUR
VOLUME
Northbound
1737
Southbound
1344
Eastbound
189
Westbound
289
Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes.
Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOL UME ANALYSIS
INTERSECTION: JAMBOREE ROAD & BISON STREET 4970
(Existing Traffic Volumes Based on Average Winter/Spring 2001 PM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR
REGIONAL GROWTH
VOLUME
APPROVED PROJECTS
PEAT: HOUR
VOLUME
PROJECTED
PEAK HOUR
VOLUME
1% OF PROJECTED
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
1765
Southbound
1933
Eastbound
49 Westbound
346
Project Traffic is estimated to be less than 11 of Projected Peak Hour Traffic Volumes.
Project Traffic is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU)Analysis is required.
PROJECT:
DATE:
LD O
JA4870AM
INTERSECTION CAPACITY UTILIZATION ANALYSIS
5::>
INTERSECTION: JAMBOREE ROAD & BISON STREET 4870
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
-- I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT 1
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
Capacity I Capacity I Volume I Ratio I Volume
I Volume I w/o Project I I Ratio I
I I f I I
I I Volume I ! I
NL I 1600 I f 0 l I
I I I I I
NT I I 1488 I
I I I I I
-- --- } 4800 - — --) 0.362
NR I I 249 I
I I I I I
SL I 3200 I I 82 I 0.026
ST I 4800. 1 1 1216 I 0.253 I
I I I I I
SR 1 1600 i I 46 I 0.029 I
I I I f I
EL I I 106 !
I I I ! I
— - — - } 1600 —•-- — - — — -- } 0.066 ' —
ET I I 0 I
I I I I I
ER I N.S. I I 83 I I
I I I I !
WL 11600 1 I 127 1 0.079
WT I 1600 1 I 0 I I
I I I I f
W R I 3200 1 I 162 I 0.051 I
I I I I I
EXISTING I.C.U. I 0.533 I
EXIST + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I I
- -_ - - __-- - - - - - - - - - --- •- - ---
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. - -- ----------
Split Phase E/W direction
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 U 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
JA4870AM
m m
�s
JA4870PM
�EvV PART
O
`i n
H
U • �. T
INTERSECTION CAPACITY UTILIZATION ANALYSIS
CgC�F�aa�P
INTERSECTION: JAMBOREE ROAD & BISON STREET 4870
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTERlSPRING 2001 PM
I — I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT 1 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 I 1600 I I 0 1 I I
I I I I
NT I I 1005
I --1 4800 - -- - - } 0.368
i NR I I 160 I I
I I
SL I 3200 I I 122 I 0.038 I
I I I I
I ST I 4800 I I 1724 I 0.359 1 I
I I I I
SR I 1600 I I 87 I 0.054 1 I
I f I f
I EL I I 34 I I
I I
1600 - — - } 0.021
I ET I I 0 I I
I I
ER I N.S. I 15 I I I
I I I I
WL I 1600 I I 187 I 0.117 I
I I ( 1
WT I 1600 I I 0 1 I I
I I I I
W R I 3200 I I 159 I 0.050 I I
I I I I
EXISTING I.C.U. I 0.544
I
I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
I I I
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I I
Split Phase E!W 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 I-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 — — -- — --- — �--- —
JA4870PM
Lw tlQolo3
FORM II
JA4980
1 lq
F- z.
INTERSECTION CAPACITY UTILIZATION ANALYSIS
F 0 QN\P'
INTERSECTION: JAwIBOREE ROAD & EASTBLUFF DRIVE/FORD ROAD 4980 -1-OWMr
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
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 1
I I I I
I I I
I Volume I I I
1.................................................................................................................................................................
NIL 1 3200 1 1 400
1 0.125 • I
1 .................
I I I I
............................................................................................................................ 1 NT 1 1 1528
1 1
......................................................
I I
1 ................. } 4800.................................... } 0.338 .................. .
.................... } ................ } I
NR 1 1 95
1 1
1 I
................. ................ ................... .................
SL I 1600 I I 48
................ .................. .:.........................................................................
I 0.03o I I
I I I
1..................................................................................................................................................................................
ST 1 4800 1 1 1465
1 0.305 • I
1 I I I I
1..................................................................................................................................................................................
SR 1 1600 1 1 46
1 0.029 1 1
1 1 1 • I
..................................................................................................................................................................................
EL 1 1600 1 1 176
1 0.110 " I
1 I I I I
.................................................................................................................................................................................. 1 ET 1 1600 1 1 175.1
0.109 1 1
1 1 1 1 I
................. ................ ................... .................
I ER I N.S.1 1 420
................ ................... .
1 1 1
.................... .................... ................ ................... 1 1 I I I
...................................................................................................................................................................................
I WL I 1 165
1 1
1 1 I
1................ • } 4800.................................... } 0.132 • ................. .
.................... } ................ } I
I WT 1 1 468
1 1
1 I
1................................. .................................................................................................................................................
I WR 1 1600 1 1 66
1 0.041 1 1
:...... .
1 1 1 1 I
1................. ................ ................... ................. 1 EXISTING I.C.U.
......... ..................
1 0.672 1
.................... .................... ................ .................. 1 I
1...................................................................... ................................. .....................
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. .................... . 1
I I I
.................................................................................................................................................................................. 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1 I I
......................................................... ............ .........
Split Phase E/W 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
JA4980AM
OVI
JA4980
3w
CHEW pgRq
n
U � ?
INTERSECTION CAPACITY UTILIZATION ANALYSIS �-
cqc � Fo aNvr~
INTERSECTION: JAMBORE
ROAD & EASTBLUFF DRIVE/FORD ROAD 4980
---NNL_'
EXISTING TRAFFIC VOLUMES ASED
ON AVERAGE DAILY TRAFFIC WINTER/SPRING
2001 PM
...........................................................................................................................................................................
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
1 ................ ............... •..................
I NL 1 3200 1
................ ............... ................. ..................... . 1 378 1 0.118 . I I
................... ............... ..............
I I I
1.......................................................................................................................................................................
NT 1
1 1976 1 1
1 I
................ } 4800................................... } 0.444 ................. .................... }
....--......... } I
I NR 1
1 154 1 1
:...............
1 ................ ............... ...................
SL 1 1600 1
• .............. ................. ............... •--- .
I 52 1 0.033 1 1 1
•------•-----•--•-.. ---• ......... .............. 1
1 1
i............................... ...................
ST 1 4800 1
................ . .............. . ..................................................................................... 1 1922 1 0.400 . I I
I I
1 .................................................................................
SR 1 1600 1
................ ...................
. ....................................
1 103 1 0.064 1 1 1
. .............
1 1
1..................................................................................................
I EL 1 1600 1
..................................................................... 1 49 1 0.031 1 1 1
1 j I
.......................................................................................................................................................................
I ET 1 1600 1
i 110 1 0.069 ` I I
I I
.................................................................................
I ER I N.S.1
................ ...............
I 333 1 i I I
I I
..................................................................................................
I WL 1
..................................................................... 1 166 1 1
1 ................ } 4800................................... } 0.064 • ................ .................... }
. ...... I ....... }
I WT 1
1 139 1 1
1 ..................................................................
I WR 1 1600 1
1 23 1 0.014 I I I-
.............................
I I
I.................................................................. j EXISTING I.C.U.
.............. . ................ . ................... . 1 0.651 1
................... . .............. ..............
............I.................................................................... .........................................................
I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I .
I
....................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I
.................................. ...................
Split Phase E/W direction
................ ............... ................. ..................... . .................... ...... I ........ .............. . 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.G.U. with project improvements will be less than I.C.U. without project ................................................................................................................................. ................... .................. .... .............. .
Description of system improvement:
... ................. ................. .................... .................. ................. .................. ...................... ...................... ................. ........... -... .
PROJECT FORM II
JA4980PM
r
JA5045AM
'J.
INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION: JAMBOREE ROAD & SAN JOAQUIN HILLS ROAD 5045 —Wmwuww�
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
......................................................................................................................................................................................
EXISTING I PROPOSED I
EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED 1 PROJECT I .
PROJECT 1
1 Movement I Lanes I Lanes 1
PK HR I V/C I GROWTH I PROJECT 1 V/C Ratio I Volume I
V/C 1
I I Capacity I Capacity 1
Volume I Ratio 1 Volume 1 Volume 1 w/o Project 1 1
Ratio 1
I I I I
I I I I Volume I I
I
1................................................................................................................................................................................... 1 N L 1 1600 1 1
28 1 0.018 1 1 1 1 1
1 1
I................................................................................................................................................................................... 1 NT 1 4800 1 1
1149 1 0.239 " I I I 1
1 1 NR 1 1600 1 1
............................................................ . 129 1 0.08I I /�r01D �KSfN0�'1. 1
6 I------------------ --------------- --------------------- 3200
---------------- ti5p-s taba l a --- ....
5191j 162
1 S L 1 1 1
......................................................................
I
I ............
ST 1 4800 1 1
aQ,•
1071'�tk0.223 1 1 1 1 1
I
1................................................................................................................................................................................... 1 SR 1 1600 1 1
41 1 0.026 1 1 1 1 1
1 I
1..........................................................................................................
I EL 1 1
.......................................................................... 276 1 1 1
1 I
1................. } 4800..................................... } 0.068 »....................................... }................................... } ................. 1
I ET 1 1
51 1 1 1
I
1................. . ............... . ................... .
I ER 1 N.S.1 1
................ . ............... . .................. . .................... . ................... . ............... . 50 1 1 1 1 1 1
................. 1
1 1......................................................................................
I WL 1 1
..................
69 1 1 1
1 I
1 ................. } 4800.....................................
I WT I I
} 0.017 •....................................... ...................1.�Qw } 11 I ,1�cd �< �uSecNo
................. 1
1 ................................... .............
......WRN.S.
�.. {.c6. yJ...................... .................... ........... ..... .................. 18+
1...................................................................................... 1 EXISTING I.C.U.
....... I..........
1 0.486 1
1 I
1................................................................................................................................................... 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I
................................................................................................................................................................................... 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I 1 I
........................................................ .
Split Phase E/W 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 ... .................. .................... ................... ................... .......... I ...... .................... ....................... ..................... ................. ................... .
Description of system improvement:
................................................................................................................................................................................................... .
PROJECT FORM II
JA5045AM
sm
-�)fi
JA5045PM
SEW PORT
p
a �,1
lll=
INTERSECTION CAPACITY UTILIZATION ANALYSIS
9�/PORN
INTERSECTION: JAMBOREE ROAD & SAN JOAQUIN HILLS ROAD 5045 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM ........................................................................................................................................................................... .
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
I........................................................................................................................................................................ I 1 NL 1 1600 1 1 74 1 0.046 - I I - I I I
1---.•.....................................................•--•-••- -.............. ................. .................... .................... ............... .............. I I NT 1 4800 1 1 1540 1 0.321 1 1 1 1 1 1
1.......................................................................................................................................................................
NR 1 1600 1 1 93 1 0.058 1 1 1 1 1 1
......................................................................................................................................................... .............. 1 SL 1 3200 1 1 507 1 0.158 1 1 1 1 1 1
................................................................................. ..................................... .................... ............... .............. I ST 1 4800 1 1 1943 1 0.405 " I I I I I
1....................................................................................................................................................................... I SR 1 1600 1 I 200 1 0.125 1 1 1 1 1 1
....................................................................................................................................................................... 1 EL 1 1 91 1 I 1
................ } 4800................................... } 0.025 ................ .................... } ................... - .............. } .............
I ET 1 1 28 I 1 1
1................ ............... ................... ............. I.. -.............. ................. .................... .................... ............... ......
I ER I N.S. I 1 38 1 1 1 1 1 1
1.................................................. .....................................................................................................................
WL 1 1 205 1 1 I
1 ................ } 4800................... ................ } 0.054 * ................ .................... }................... ............... } ..._..------.
I WT 1 1 54 I 1 1
1.......................................................................................................................................................................
I WR I N.S.1 1 790 I I I I I I
.....................................................................................---........................... .................... ............... ..............
I EXISTING I.C.U. 1 0.530 1
............................................................................. ................. .................... ................... .
EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ........................................................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. 1 .............................................................................................................................................. ............................. .
Split Phase E/W 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
JA5045AM
M
JA5310
�EW PC)
INTERSECTION CAPACITY UTILIZATION ANALYSIS
q FO P.
INTERSECTION: JAMBOREE ROAD & SANTA BARBARA DRIVE 5310
EXIST 'dG TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC SUMMER
2002 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 Volume I I
....................................................................................................................................................................
N L 1 1600 1 1 3 1 0.002 1
1 1 1 1
•................
.....................................................................................................................................................................................
NT 1 4800 1 1 1338 1 0.279 .
I I I I
.........................................................................................................
I N R 1 1600 I I 188 I 0.118 I
:
...................... .................... ................. ..................
I I I I
................. ................ .................... ..... ........... ................ ................... 1 SL 1 3200 1 1 370 1 0.116 .
...................... .•:.................. ................ ..................
I I I I
.....................................................................................................................................................
ST 1 4800 1 1 887 1 0.185 1
.........................
1 1 1 1
1..................................................................................................................................................................................... 1 SR 1 1600 1 1 2 1 0.001 1
1 1 1 1
...................................................................................................................................................
EL 1 1600 1 1 58 1 0.036 *
.......................
I I I I
I ................. ................ .................... ................. :............... ...................
I ET 1 1 6 1
...................... ........... .................................. 1 1
.........
................. } 1600..................................... } 0.024 ................... ...................... } ................ }
I ER 1 1 33 1
1 1
.....................................................................................................................................................................................
I WL 1 1 65
1 1
................. } 3200..................................... } 0.020 " .................. ...................... } ................ }
I WT I 1 0 1
1 1
1.....................................................................................................................................................................................
W R 1 1600 1 1 60 1 0.038 1
1 1 1 1
.........................................................................................................
I EXISTING I.C.U. 1 0.479 1
............................................................................ ................................................................ 1 EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I ..................................................................................................................................................................................... 1 EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U.
I
............................................................................................................
Split Phase E/W 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 witl be less than I.C.U. without project .................................................................................................................................................................................................... .
Description of system improvement:
.................................................................................................................................................................................................... .
PROJECT FORM II
JA5310AM
oil
JA5310
SEW PO
Q�T
INTERSECTION CAPACITY UTILIZATION ANALYSIS
INTERSECTION: JAMBA REE ROAD & SANTA BARBARA DRIVE 5310 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC SUMMER 2002 PM ........................................................................................................................................................................
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 Capacity I Capacity I Volume I
Ratio 1 Volume I Volume I w/o Project I I Ratio I
I I I I
I I I Volume I I I
........................................................................................................................................................................
NL 1 1600 1 1 13 1
I
0.008 * I I I I I
:...............
................ ............... ................... ................ .
NT 1 4800 1 1 1372 1
.............. .... ............. .......... ......... .................... .............. I
0.286 1 1 1 1 1 1
........................................................................................
NR 1 1600 1 1 .75 1
..................................................................... I
0.047 I I I I I I
.......................................................................................................
SL I 3200 1 1 263 1
......................................... . ...................... I
0.082 1 1 1 1 1 1
.......................................................................................................................................................................
ST 1 4800 1 1 1655 1
I
0.345 * I I I I I
.......................................................................................................................................................................
SR 1 160D 1 1 27 1
I
0.017 1 1 1 1 1 1
............................... ............................................................................................................
EL 1 1600 1 1 24 1
............................ I
0.015 1 1 1 1 1 1
.......................................................................................................................................................................
ET 1 1 5
I
1 1 1 1
................ } 1600................................... }
0.a13 * ................ .................... } ............... } I ER 1 1 15
I 1 1
.......................................................................................................................................................................
WL 1 1 422
I
1 1 1
................ } 3200................................... } ................... ...............
0.137 1 ................ } }
WT 1 1 15
I 1 1
• .....................I.....--- ..........
WR 1 1600 1 1 401 1
... * .................... ...........
0.251 I I I I I
.................................................................................
EXISTING I.C.U. I
......................................................... ............... ..............
0.616 I
................................ .................................................................
EXISTING + REGIONAL GROWTH + COMMITTED
........................................
W/PROPOSED IMPROVEMENTS I.C.0 I I
...........................................................................................................................................
EXISTING + COMMITTED + REGIONAL GROWTH
.............................
+ PROJECT I.C.U.
...........................................................................................................................................
Split Phase E/W 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 .............. I.. ................... ..............................._..................................................................................................................... •.
Description of system improvement:
............. I ..... ................. .................... ................................... --...............................................................................................
PROJECT FORM II
JA5310PM
D9�-
CH5055AM
SEW POR
T
Iz
INTERSECTION CAPACITY UTILIZATION ANALYSIS el
INTERSECTION: COAST HIGHWAY &JAMBOREE ROAD 5055
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 Movement I Lanes I Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio j 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 1 I Volume I I I
.................................................................................................................................................................................... 1 I N L 1 1600 1 1 29 1 0.018 1 1 1 1 1 I
1................................................................................................................................................................................ 1 { NT 1 1 483 1 1 1 I
1 ................. } 3200..................................... } 0.178 • .................. ...................... } ................ } f NR 1 1 88 1 1 1 I
..................................................................................................................................................................................... i SL 1 1600 1 1 177 1 0.111 • I I I I I
1.............................................................................................................................................................................. I I ST 1 3200 1 1 270 1 0.084 1 1 1 1 1 I
1.................................................................................................................................................................................... 1 I SR I N.S.1 1 640 1 1 1 1 1 1 I
................. ................ .................... ................. .:.............. ................... ...................... .................... ................ ..................
I
I EL 1 4800 1 1 1047 I 0.218 • I I I I I
1 ............................................................................................................................................................................... 1 1 ET 1 1 1986 1 1 1 I
1 ................. } 6400..................................... } 0.313 ................... ...................... } . ................ } I ER 1 1 14 1 1 1 I
1.......:......... ................ .................... .... ............. ................ ................... ............................................................................
I W L 1 3200 1 1 123 1 0.038 1 1 1 1 1 I
................................................................................................ I ..................................................................................... { WT 1 6400 1 1 1134 1 0.177 • I I I I I
.................................................................................................................................................................................... 1 WR I N.S.1 1 106 1 1 1 1 1 1 I
1........ ......... ................ .................. I.................. ................ ................... .......................................... ............. 1 . .................... 1 EXISTING I.C.U. 1 0.684 1 I
1.................................................................................................................................................... 1 I EXISTING + REGIONAL GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I ................................................................................................................................................... ............. 1 . ....................
I EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I ........................................................................................................................................................................................ . 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
CH5055AM
D 93
JA5055PM
SEW PORT
m
O` D
U z
INTERSECTION CAPACITY UTILIZATION ANALYSIS
�!w�
INTERSECTION:
COAST HIGHWAY & JAMBOREE ROAD 5055
EXISTING TRAFFIC VOLUMES
BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING
20D1 PM
....
.. ................
'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
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
..................................................
1 NL
1 1600 1
"............... ............... ................. ..................... .................... 1 27 1 0.017 1 1 1
.............. I
1 1 1
...............................
NT
"
1 .................. ................ . .............. ................. ....................................................... 1 259 1 1
........ f
1 I
1 ................}
32W.
.................. ................ } 0.100•................ .................... } ...............}
I NR
1 1 60 1 1
1 I
..................................................................................................
SL
1 1600 1
...................
1 237 1 0.148 . I I
......... f
I I I
................
{ ST
............... .
1 3200 1
.................. ................ . ............... ................. .................... . 1 626 1 0.196 1 1 1
................... ............... ..............
1 1 I
f................
I SR
..............................................................
I N.S. 1
........................................................................ 1 1855 1 1 1 1
.............. f
1 1 I
i.....................................................
EL
j....................................................................................................................................................................... 1 4800 1
.......................................... .
1 682 1 0.142 I I
................... ............... ..............
I I I
ET
1 1 1473 1 1
f
I I
f................
} 6400...................................
} . 0.235 ................. .................... }
............... } I
ER
1 1 32 1 1
1 I
f................
I WL
............... .
1 3200 1
.................. ................ . .............. ................. .................... . 1 254 1 0.079 1 1 1
................... ............... ..............
1 1 I
f.......... ......
I WT
............... .
1 6400 1
.................. ................ ............... ................. .................... .
I 2241 1 0.350
................... ............... .............. I
f..................................................................................................
I WR
I N.S. 1
..................................................................... 1 13& 1 1 1 1
f
1 1 I
f..................................................................................................
EXISI"ING
I.C.U.
.................... .
1 0.740 1
................... ............... .............. f
I
1..................................................................................................
EXISTING
+ REGIONAL
.................... ....................
GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.0 I
.
I I
...."..........................................................................................................................."......................................
EXISTING
................"""
+ COMMITTED
".............. ..
+ REGIONAL GROWTH + PROJECT I.C.U.
................. ................ . .............. ................. ."................... .
I I
................. .. ............................. .
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 I_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
CH5055PM
SJ5060AM
LE
POST
0� _
INTERSECTION CAPACITY UTILIZATION ANALYSIS
U�
cq�
Nor
INTERSECTION: SAN JOAQUIN HILLS ROAD & SANTA CRUZ DRIVE 5060
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
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
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
....................................................................................................................................................................................
NIL I 32001 1 98 1 0.031 " I
I I I I
......................................................................................................................................................................................
NT 1 1 4 I I
1 I I
.................} 1600.....................................} 0.015 ................... .............. :....... } ................} I
1 NR 1 1 20 1 1
1 I
................. ................ .................... ................. ................ .................... ......................
SL 1 1600 1 1 19 1 0.012 I I
. ................... ............ I
.....................
I I I I
.................................................................... ................ ................... ......................
I ST 1 16001 1 6 I 0.004 1 1
•--------....................... --- ................. 1 1 1 1 I
1..................................................................................................................................................
SR 1 1600 1 1 721 0.045 " I
1 I I I I
1...................................................................................... ................... ......................
I EL 1 16001 1 61 1 0.038 1 1
.................... ................ .................. 1 1 1 I
...................................................................................................................................................................
I ET 1 1 464 1 1
I
1 I
................. } 4800..................................... } 0.148 " .................. ...................... } ................ } I
ER 1 1 247 1 1
1 I
1......................................................................................................... ............................................................................
I WL 1 1600 1 1 205 1 0.128 " I
1 I I I I
1....................................................................................................................................................................................
I WT 1 1 300 1 1
1 1 I
................. } 4800 ..................................... } 0.068 ................... ...................... } ................ } I
I WR 1 1 27 1 1
1 I
.....................................................................................................................................................................................
EXISTING I.C.U. 1 0.352 1
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
........................................................................................................................................................................................
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 ..................................... I .................. . ................. ................ .................. . ...................... .................... ................ ................. .
Description of system improvement:
......................................................... ................. ................ .................. . ...................... .................... ................ ................. .
PROJECT FORM 11
SJ5060PM
095
SJ5060PM
LA
Q ��W Pp�T
INTERSECTION CAPACITY UTILIZATION
ANALYSIS
CgtlFOFL
INTERSECTION:
SAN JOAQUIN HILLS ROAD &
5ANILCRUZ DRIVF 5060
EXISTING TRAFFIC VOLUMES
BASED ON AVERAGE DAILY
TRAFFIC WINTER/SPRING
2001 PM
... ................ ............... .
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 } PROJECT
I V/C Ratio I Volume I V/C I
Capacity I
Capacity I Volume I
Ratio I Volume I Volume
I w/o Project I I Ratio I
1 I I
I I
I I
I Volume I I I
................ ............... •
NL 1 32001
••••.............. . ............... . ..............
1 4431
. ................
0.138 I
..........................
I I I
................ ............... .
1 NT 1
.................. .......-
1 14
.. .....................................
1 1
........... I........ ............... ..............
1 ................ } 1600................................... }
G.112 ................. ....................
} .............. }
NR 1
1 165
1 1
I 1
•-•-•.............................................
1 SL I 16001
---------- I--,- ........-.
I 9I
---- . ----------------- ----------•---------
0.006 1 I
................................................. I
I I 1
................ ............... ...................
ST I 16001
• ............... ...............
1 41
................. ....................
0.003 1 I
.................... ............... ..............
I I I
......................................................................................................................
I SR I 1604I
I 58 1
0.036 I
.................................................
I I I I
.................................................................................
EL 1 1600 1
1 107 1
........................................................................
0.067 - I
. .............
I I I I
i..................................................
1 ET 1
................................................
I 311
.....................................................................
I 1
I I
................ } 4800.................................... }
0.109 ................. ....................
} ............... }
ER 1
1 214
I I
I
i......W...L....................................
I i ..1600....1
I ........................01.......
31 I
...
I .......... ...........................................
0.9 I
I ............................ I
I I I
....... ............... •
WT 1
.................. ................ ...............
1 520
................. ....................
1 1
........... ......... ............... ..............
1 ................ } 4800................................... }
0,114 * ................ ....................
} ............... }
I WR 1
1 26
1 1
1 ................ •.............. .
EXISTING I.C.U.
.................. ................ ...............
1 • ................ •....................
0.355 1
.................... .-•----••-•---- . ............. I
EXISTING + REG GROWTH
........ CO" MMITTED W/PROPOSED'IMPROVEMEN" TS I.C.U.
I I
........................................................................................................................................................................
EXISTING + COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U.
................. ............... ................... ................ ...............
Split Phase N/S Direction
.............. 7.......................
_................................................ .
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 ................................ ................... ................ . ............ ............ I...... ......................................................................
Description of system improvement:
........... ................ ................... ................ .............. ................. ........................................................ . ............. .
PROJECT FORM II
SJ506OPM
ma
SJ5065PM
1W
k ��W POST
O �
INTERSECTION CAPACITY UTILIZATION ANALYSIS U cy�r
�FOFi O
INTERSECTION: SAN JOAQUIN HILLS ROAD & SANTA ROSA DRIVE / BIG CANYON 5065 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY T IC WINTER/5 2001 PM I— I EXISTING 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
VIC I GROWTH I PROJECT I VIC Ratio I Volume I VIC I
I Capacity 1 Capacity I
Volume I
Ratio I Volume I Volume I wlo Project I I Ratio I
I I I I
I
1 I I Volume I I I
I NL I 16001 I
1941
0.121 I I I I I {
I NT i 16001 I
27I
0.017 I I I { I I
1 N R I 1600 I I
504 1
0.315
SL I 1600 I
89 I
0.056 I I I I
1 ST 1 1600I I
151
0.009 I 1 I f 1 1
SR I 1600 ( I
59 I
0.037 I I I f 1 1
I EL 1 16001 I
51 I
0.032 I { 1 I { I
ET I ►
497
I I I I
1 — } 4800 -
— }
0.121
I ER 1 {
86 I I I {
1 WL I 32001 1
3431
0.107 I 1 I I I I
I WT 1 1
208
I I 1 1
I —} 4800 -- - --
—}
0.062
I WR I I
90 I I I 1
1 EXISTING I.C.U.
I
0.599 I 1
I EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I 1 EXISTING + COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U. I I I I Split Phase NIS Direction
" Assumed WBL included in NBR.
LI 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 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
SJ5065PM
0 97
City : NEWPORT BRACE
N/S Direction NEWPORT CENTER DRIVE
B/W Direction PACIFIC COAST HIGHWAY
Client : CITY OF NEWPORT BEACH
Transportation Studies, Inc.
1820 R. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOMENTS
CENTER
PCH
PCH
�NEWPORT
Southbound
Westbound
Rastbound
Start
Intrvl.
Time
Right
Wt
Right
Thru
Thru
Left
Total
10/25/O1
07:00
12 1
51 206
190
51 517
07:15
15 6
39 210
272
45 595
07:30
14 9
52 264
320
63 722
1 7
ID
63 3132
Hour
48 32
205
1001
1181
250
2757
OB:00
B
3 41
254
427
125
858
OB:15
19 4
39 297
418
127
904
08:30
33 6
37 259
395
118
848
43 11
35 287
197
111
Hour
103
24 156
1057
1637
481
3458
[BRRAKI
---------------
---------------
---------------
-------
16:30
143
57 38
425
380
51 1094
1 154
61 32
179
3482
1036
Hour
297
118
70 804
728
113
2130
17:00
173
56 27
412
366
61 1095
17:15
183
64 32
437
363
75 1154
17:30
198
80 39
392
359
72 1140
17 166
5B
25 431
345
87 1116
Hour
720
258
121
1672
1437
295
4505
18:00
119
54 37
406
340
61 1017
18:15
152
65 34
357
106
61 975
Total
1439
551
625
5337
5629
1101
14882
4 Apr.
72.3 27.6
10.4 89.5
81.2 IB.7
-
4 Int.
9.6 3.7
4.1 35.8
37.8 8.7
-
l d-
Study Name: B0110144
Site Code : 00000979
Start Date: 10/25/01
Page : 1
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 E. Garry Avenue
N/S Direction NEWPORT CENTER DRIVE Suite 116
B/W Direction PACIFIC COAST HIGHWAY Santa Ana, CA. 92705 Client : CITY OF NEWPORT BEACH
TURNING MOVEMENTS
NEWPORT CENTER IPCH PCH
Southbound Westbound Eastbound
Start Intrvl.
Time Right Ult Right Thru Tba Wd Total
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/25/01 to 08:45 on 10/25/01 Time 07:45 07:45 07:45
Vol. 67 23 180 1123 1635 501
Pct. 74.4 25.5 13.8 86.1 76.5 23.4
Total 90 1303 2140
High 08:30 07:45 01:O0
Vol. 33 6 63 313 427 125
Total 39 376 552
PHF 0.576 0.066 0.965
NEWPORT CENTER DRI E
6--17 23 681
771
PCH
n90 E-- 10/25/91 T- 180
07.45an
08:$0aM
501 3330 3533 2965 <— 1123
1639 1662
PCH
N
�rL
Study Name: H0110144
Site Code : 00000979
Start Date.: 10/25/01
Page : 2
Transportation Studies, Inc.
City : NEWPORT BEACH 1820 E. Garry Avenue
N/S Direction NEWPORT CENTER DRIVE Suite 116
E/W Direction PACIFIC COAST HIGHWAY Santa Ana, CA. 927D5 Client CITY OF NEWPORT BEACH
TDRNING MOVEMENTS
NEWPORT CENTER IPCH PCH
Southbound Westbound Eastbound
Start Intrvl.
Time Right Ldt� R' Tbn Tbru b f Total
Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/25/01 to 18-15 on 10/25/01 Time 17:00 17:00 17:00
Vol. 720 258 123 1672 1437 295
Pct. 73.6 26.3 6.8 93.1 82.9 17.0
Total 978 1795 1732
High 17:30 17:15 17:15
Vol. 198 80 32 437 363 15
Total 279 469 438
PHF 0.875 0.956 0.988
MPA4PORT CENTER DRJUE
720 258 418
T
1396
PCH
2392 E-- 19/25/01. T 123
95:08PM
05:45PM
295 '� 4124 4505 3490 E— 1672
1437 1695
PCH
N
Study Name: H0110144
Site Code : 00000979
Start Date: 10/25/01
Page : 3
1b.71
HI'1
1M"11=1 K1h I Ill rY. JI UJJ I GJ
7-7
1 1
Trensportatlon Studies, Inc.
1820
E. Garry Avenue
City: NEWPORT BEACH
Suita i16
File Name :
H0209009
N-S Direction:
AVOCADO AVENUE
Santa
Ana, CA.
92705
Site Code :
00000916
E-W Direction:
SAN MIGUEL
DRIVE
Start Date :
09/10/2002
Pape No :
1 Groups Printed Turning
Movements
AVOCADO AVENUE
SAN MIGUEL DR,/E.
AVOCADO AVENUE
SAN MIGUEL DRIVE
: Southbound
;
Westbound
Northbound
Eastbound
Start Tlme
Right ,
Thru '
Left '
Right
Thru t'
Lett '
Right :
Thru
Left ,
Right ;
Thru
Left
lnt. Total
Factor
. 1.0
1.0 1.�
I.0
1.D ,
1.0 1.0
l.t?
1.0 1.0!
i.D
1.0 07:00 AM
1 3
3 is'
46 61
17 a'
13 5'
10 1
186
07:15 AM
1 3
4 24
48 67
21 16
13 1
10 0
208
0730 AM
2 2
4 31
60 63
25 19
15 6
11 D
238
07:45 AM
2 8
9 i
.50,
85, ,
98. 40
34 19
D
16 1
362
Total
6 16
20 123
289
269 ;
1153
77 ,
60 12
47 2'
994
08:00 AM
6 5
7!
50 141
109
29 37
22 6
25 2
439
08:15 AM
6 8
10. 46
I03
1221
3B
44 28
4 19
1 429
08:30 AM
4 11
101
59 91
125 -
33 30
27 5
40 2
438
08A5 AM
3 20
16 51
116
122 i
49 34
44. 16
37 5
513
7otai
19. 44
43 206
451
478
149
145
12I
32 121
10,
1813
'•' BREAK A"
04:30 PM
0 28
53 20
317
77 106
13 23
4O
165
5 647
04:45 PM
1 43
59 ,
10 91
73.1 140
6 23 .
27 133
l
607
7otal
1 71
112 I
30 20B
156
246
19 46
67 298
6'
1254
06:00 PM
3 50
47 *
7 74
. 78 ;
157
12 27
27 328
5 615
05:15 PM
4 49
81 8
80 63 ;
163
8 22
30 133
2 643
05.30 PM
2 34
59'
4 95
76 150
6 21
27 119
2 595
05:45 PM
4 27
52 9
107
69 119
5 23
23 148
0 986
Total
13 160
239
28 356
286 I
589
31 93 '
107
528
9 2439
06:00 PM
3 24
32:
B
107
70 •
133
10 17
19 99
1 523
06:15 PM
0 20
26 !
4 80
51 121
6 20
32 130
1 491
Grand Total
42 335
472 7
399
1441
1324 `•
1341
288
357
269
3223
29 7620
Apprch g',
4.9 39.5
55.6. 12.6
45.5 41.81
67.5 14.5
18.0 17.7
80.4 1.9
Total %
0.6 4.5
6.3 :
5.3 19.2
17.6 '
17.8 3.8
4.7 3.6
16.3 0.4
0 /D/
Transportation Studies, Inc.
1820 E. Garry Avenue
suite 11a File Name : H0209009
Santa Ana, CA, 92705 Site Code : 00000918
Start Date : 09/10/2002
Pape No : 2
AVOCADO AVENUE SAN MIGUEL DRIVE j AVOCADO AVENUE
SAN MIGUEL DRIVE
Southbound
Westbound•
Northbound
Eastbound
Start Time
Righ Thru Left
APp' I Rlgh Thru .
Lett
App. i Righ Thru r
Left
App.
Righ
Thru
Left
App.
Int.
t
Total ; t ;
Total : t,;
Total
t
.
Total
Total
Peek Hour From
07:00 AM to 08:45 AM • Peak 1 of 1
Intersectio
0$:00 AM
n
Voluma
19 44 43
206. 206 451
478
1I35: I49 145
121
415
32 121
10 163
1819
Percent
17.9 41.5 40.6
118.1 39.7
42.1 35.9 34.9
24.2 19.6
74.2 6.1
Volume 45
3 20 16
39 51 1I6
122
289 49 34
44 127
16 37
5 58
513
Peak
0.886
Factor
High Int,
08:45 AM
OB:00 AM
! 08:45 AM
08:45
AM
Volume
3 20 16
39. 50 141
1D9
300 49 34
44 127
16 37•-
5 58
Peak
Factor
0.679 .
0.946 :
i
0.817
0.703
AVUCADD AVENUE` -
Out In Total
361 f 100: I 487,
�19: 441 43'
r�lpht' mN Left
I
North
•
1 ggr101021:00:00 AM
GI10/02 8;46:00 AM
N
Turning Movements
.
I
1 LeR Thru Rlppht
-T21(
1415; f49j
564'; [ 415; 9690
`Total
DDT In
AVOCADO AVENUE
Transportation Studies, Inc.
1820 E. Garry Avenue
44 Suite 11a
File Name : H0209009
Santa
Ane, CA, 9270B
Site Code : 00000916
Start Date : 09/10/2002
Page No : 3
AVOCADO AVENUE SAN MIGUEL DRIVE AVOCADO AVENUE
SAN MIGUEL DRIVE
Southbound
Westbound
Northbound
Eastbound
Start Time
Rrgh Thru Left
App Righ Thru Left
App. I Righ Thru •
Left '
App.
Righ
. Thru Left App. Int.
It .
Total t
Total., t ;
Total
t
Total Total
Peak Hour From
04:30 PIVto 06;15 PM ."Peak 1 of 1
_
,
Intersectio
04:30 PM
51� 3qo Ic
Volume
8 170 240
418 ; 45 36Z -294
698 ; 566 39
95 700
124
559 13 696 2512
Percent
' 1.9 40.7 57.4
6.4 51.9 41.7
B0.9 5.6
13.6 17.8
BO.3 1.9
04:30
Volume
0 28 53
81 20 117 77
214; 106 13
23 142
40 155 5 210 647
Peak
!
0.971
Factor
High Int.
05:15 PM
04:30 PM
05:00 PM
04,30
PM
Volume
4 49 81
134' 20 117' 77
214' 157 12
27 196
40 165 5 210
Peek
Factor
0.780 0.315.
0.893
0.829
Out In Total
97i • 418 b15!
;
a' 170i 240.
Right' 170ri Lett
I
i
North
'°
►
9110102 4:30;00 PM
WiD/D2515:06PM
Turning Movements
gill
Left Thru RIpp• ht
951 39' S6a-
i i
?00' 1295;
Our " '' In Lf;-11
AVOCADO AVENUE
4!,!,kw L; j�r(,C Q
C.0 tlzo(o3
0103
GN (ocg5
POST
� n
INTERSECTION CAPACITY UTILIZATION ANALYSIS
�� p
'9C/FOR `
INTERSECTION: COAST HIGHWAY 8 AVOCADO AVENU€ 6085
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
J 1 EXISTING I PROPOSED 1 EXISTING I EXISTING i REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT 1
Movement I Lanes I Lanes I PK HR I WC I GROWTH I PROJECT I V/C Ratio I Volume I V/C 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 1 I
Volume I I I
NL I 16001 I 1071 0.067
I NT I I 100 I I
I I
1600 - } 0.133
NR 1 I 113 I I
I I
I SL I I 68 I I
I I
—) 3200 — - — } 0.039
ST I I 56 I I
I I
1 SR I N.S. I 45I I I I
I I I
EL 1 1600 1 I 303 I 0.189
ET 1 1 1940-6pO I I
I I
-- -- } 4800 - — -- - -- } 0.416
ER I I 55 f I
I I
I W L I 1600 I I 153 1 0.096 I I I
I I I
WT 1 1 1323 I I
I I
----- } 4800 - — - - --
WR 1 I 141 I I
I I
EXISTING I.C.U. I 0.666 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
Split Phase N/S Direction
1J Projected + project traffic I.C.U. will be less than or equal to 0.90 I_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 1-1 Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement:
PROJECT
C H6085AM
FORM II
CH &o35PM_ ALZ-
Q Pp\�T
F- ti
Y
v } 1
INTERSECTION CAPACITY UTILIZATION ANALYSIS �T'p
qt/FpRr�
INTERSECTION: COAST HIGHWAY &AVOCADO AVENl1J< 6085
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT 1 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 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
NIL 1 1600 I I 133I 0.083 I I I I I I
I NT I I 88 I I I I
1600 - --- — } 0.134 • ----- - } — } I
I NR I I 127 I I I
SIL I I 355 I I f I
I ---- ---- } 3200 - ---- — } 0.155
ST I 1 141 I I I I
SR I N.s.1 I 2981 1 1 I I I I
EL I 1600 I I 142 1 0.089 I I I I I
ET I I 1499 I I I I
I ---- — } 4800 -------- - -- } 0.326 - --- - — } ---- } I ER 1 I 65 I I I I
WL 1 1600 1 I 121 I 0.076
I WT I I 1417 I I I
I — } 4800 - — - - } 0.316
WR I I 100 I I I I
EXISTING I.C.U. I 0.695 I I
EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U.
EXISTING + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I I Split Phase N/S Direction -
IJ 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 I.C.U. w/systems improvement will be less than or equal to 0.90 LI Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project Description of system improvement: -- —
PROJECT
CH6085PM
FORM II
0lb5
q(f
SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL, COUNTS
N-S STREET:
BISON
DATE:
3/15/2000
CITY:
IRVINE
E-W STREET:
SJHTC
NB
DAY:
WEDNESDAY
RAMPS
PROJECT#
0171035A
-------
NGRT+ BOUND
SeUT4 BOUND
EAS-TBOUND
ROUND
PSI
pys-c
sarur F l
p,.)bR.1H
NL NT
NR
SL
ST
SR
EL ET
ER
WL
WT
WR
TOTAL
TAKES:
1 2
2 1
1.5 0
1.5 6 00 AM
1 39
6 5
3 0
5 59
15 AM
1 65
11 19
8 0
8 112
30 AM
2 78
11 21
11 1
9 133
45 AM
1 75
10 16
17 0
11 130
7:00 AM
3 100
12 24
21 0
18 178
15 AM
2 118
9 28
25 0
25 207
30 AM
3 173
18 34
28 0
46 302
45 AM
7 227
19 39
25 1
61 379
8:00 AM
1 205
25 37
30 0
43 341
15 AM
1 188
27 38
34 0
35 323
30 AM
3 159
36 41
32 0
24 295
45 AM
2 150
28 36
35 0
27 278
9:00 AM
15 AM
30 AM
45 AM
;0:00 AM
15 AM
30 AM
45 AM
TOTAL
NL NT
NR
SL
ST
SR
EL ET
ER
WL
WT
WR
TOTAL
OLUMES =
27 1577
0 0
212
338
0 0
0 269
2 312'
2737
AM Peak Hr
Begins at
730
AM
3A.K
vOLIJMES =
12 793
0 0
89 148
0 0
0 117
1 185
1345
)DITIONS:SIGNALIZED
b /00
SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
N-S STREET:
DATE:
3/15/2000
CITY:
IRVINE
E-W STREET:
CBISON
SJHTC
NB
DAY:
WEDNESDAY
RAMPS
PROJECT#
0171035P
HBOUND
£eb rHBOUND
EASTBOUND
4fESTBOUND
?A -%A
w W i
Solo ( A
Im ►2lH
NL
NT
NR
SL ST
SR
EL ET ER
WL
WT
WR
TOT' T.
LANES.
1 2
2 1
1.5 0
1.5 2:00 PM
-----------------
15 PM
30 PM
45 PM
3:00 PM
15 PM
30 PM
45 PM
4:00 PM
7 59
48 91
11 0
2 21E
15 PM
8 73
56 103
15 0
3 25E
30 PM
4 84
66 149
17 1
5 326
45 PM
2 70
77 138
19 1
9 316
5:00 PM
3 91
99 202
17 0
6 418
15 PM
1 86
120
114
21 0
4 346
30 PM
2 .97
98 101
25 0
8 331
45 PM
0 90
80 126
29 0
11 336
6:00 PM
4 84
89 114
23 1
7 322
15 PM
3 74
84 123
19 0
4 307
30 PM
2 68
74 109
17 0
6 276
45 PM
3 71
61 91
14 0
5 245.
TOTAL
NL
NT
- -
NR
-----------------------
SL ST
SR
EL ET ER
-- ---------------
WL
WT
WR
TOTAL
VOLUMES =
39 947
0 0 952.1461
0 0 0
227
3 70
3699,
PM Peak Hr Begins at S00 PM
PEAK
VOLUMES = 6 364 0 0 39.7 543
ADDITIONS:SIGNALIZED
0 0 0 92 0 29 1431
0 /07
SOUTHLAND CAR COUNTERS
VEHICLE AND MP.NUJAL COUNTS
I-S STREET:
BISON
DATE:
3/15/2000
CITY:
IRVINE
E-W STREET:
SJHTC
SB
DAY:
WEDNESDAY
RAMPS
PROJECT#
0171036A
---
NGRTHBOUND
S9 BOUND
-&A&TBOUND
+?RL"BOUND
ua ES T
sowt(i
W
NL NT
NR
SL
ST SR
EL ET
ER
WL WT
WR
TOTAL
LANES:
2 1
2 2
2 0
1 6:00 AM
4 1
0 9
30 0
7 51
15 AM
7 1
0 18
62 0
16 104
30 AM
11 4
1 21
63 0
18 118
45 AM
15 9
0 27
64 0
16 131
7:00 AM
26 14
2 31
77 0
14 164
15 AM
32 12
3 36
86 0
7 176
30 AM
40 18
3 40
138 0
10 249
45 AM
51 16
2 42
178 0
8 297
8:00 AM
56 7
9 51
153 0
3 279
15 AM
48 9
7 54
142 0
3 263
30 AM
36 10
8 60
128 0
4 246
45 AM
38 8
5 57
119 0-
3 230
9:00 AM
15 AM
30 AM
45 AM
10:00 AM
15 AM
30 AM
45 AM
--------------
TOTAL
NL NT
-------------------------------------------------
NR
SL
ST SR
EL ET
ER
WL WT
WR
--- --
TOTAL
JOLUMES =
0 364
109
40 446 0
1240 0
109
0 0
0 2308
3.M Peak Hr
Begins at
730
AM
PEAK
VOLUMES =
0 195
50 21
187 0
611 O
24 0 0
0 1088
ADDITIONS:SIGNALIZED
SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
N-S STREET:
.� BISON
`�
DATE:
3/15/2000
CITY:
IRVINE
E-W STREET:
C SJHTC
SB L
DAY:
WEDNESDAY
RAMPS
PROJECT##
0171036P
N6RTHBOUND
S bff I OUND
ABOUND
WESTEDUND-
VA%
to Es
*DVtt-{
kvrLr Ut
NL NT
NR
SL
ST SR
EL ET
ER
WL WT
WR
TOTAL
LANES:
2 1
2 2
2 0
1 2:00 PM
----------_
15 PM
30 PM
45 PM
3:00 PM
15 PM
30 PM
45 PM
4:00 PM
35 17
29 54
40 0
5 180
15 PM
42 19
25 69
42 0
6 203
30 PM
32 14
23 63
47 0
3 182
45 PM
44 18
32 87
49 0
8 238
5:00 PM
39 22
37 99
38 0
9 244
15 PM
43 27
43 89
41 0
10 253
30 PM
35 25
35 78
45 0
6 224
45 PM
40 28
30 86
54 .0
5 243
.6:00 PM
31 23
23 77
51 0
2 207
15 PM
35 21
25 69
55 0
3 208
30 PM
30 17
19 58
50 0
1 175
45 PM
22 15
16 56
42 0
2 153
TOTAL
NL NT
NR
SL
ST SR
EL ET
ER
WL WT
WR
TOTAL
VOLUMES =
0 428
246
337
885 0
554 0
60 0 O
0 2510
PM Peak Hr Begins at 500 PM
PEAK
VOLUMES = 0 157 102 145 352 0 179 0 30 0 0 0 964
ADDITIONS:SIGNALIZED
b /09
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
RDlID153
NIS Direction MACARTHUR BOULEVARD
Suite 116
Site Code :
00000976
R/W Direction : BISON AVENUE
Santa Ana, CA. 927D5
Start Date:
10/23/01
Client : CITY OF NEWPORT BEACH
Page
1 TURNING MOVEMENTS
RACARTHDR
BOULEVARD
BISON AVENUE
MACARTHUR
BOULEVARD
BISON AVENUE
Sorthbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Riqbt
Thru—Left
RiQht
Thru
Left
Right
hr
L f t
Right
Tbru
Left
T
10/23/01
07:00
51 482
10 2
13 48
7 369
37 23
25 34
1101
07:15
75 500
6 1
27 33
29 543
39 25
17 35
1330
07:30
71 456
5 3
26 21
15 748
94 25
35 62
1571
7:9 5
68 571
6 13
55 B 0
14 935
68 53
4 Hour
265
2009
27 19
121
182
95 2495
23B
132
125
190
5898
0 8 : 0 0
73 605
7 2
13 32
34 700
74 36
31 66
1683
08:15
74 534
9 8
32 27
40 915
8D
40 36
59 1856
08:30
71 599
13 8
42 40
37 732
75 42
65 61
1785
26 35
17 694
70 40
64 74
1705
Hour
291
2323
38 20
123
134
148
3041
299
158
198
260
7033
(BREAKI
-----------------------
---•-------------------
----------------------------------------------
16:30
83 564
8 6
21 36
15 549
60 62
23 55
1482
16-45
14 580
4 5
28 is
11 1:
74 45
40 1455
Hour
147
1144
12 11
49 71
32 1057
111
136
72 95
2M
11:00
78 617
8 7
45 48
21 542
65 49
33 48
1561
17:15
70 725
12 4
51 34
32 608
60 53
29 51
1729
17:30
72 621
6 3
29 46
27 513
49 51
24 50
1491
1704S
80 741
2 6
37 40
21 567
42 45
34 1 1
Hour
300
2704
28 20
162
168
101
2230
216
198
120
185
6432,
18:00
67 711
6 3
25 38
26 488
52 50
37 38
1547
18:15
51 592
13 14
31 38
60 563
57 45
46 27
1537
Total
1121
M 3
124
87 515
631
464
5874
973
719
538
795
25184
i Apr.
10.4 8a.3
1.1 7.0
41.7 51.1
4.1 87.2
8.6 34.0
28.3 37.6
t Iat.
4.4 37.3
0.4 0.3
2.0 2.4
1.8 38.E
3.8 2.8
2.3 3.1
0110
'r g
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 E. Garry Avenue
Study Name:
H0110153
M/S Direction
MACARTHUR BOULEVARD
Suite 116
Site Code :
00000976
8/W Direction
BISON AVENUE
Santa Ana, CA. 92705
Start Date:
10/23/01
Client : CITY
OF NEWPORT BEACH
Page ;
2 TURNING MOVEMENTS
MACARTHUR BOULEVARD
AVENUE BOULEVARD AVENUE
Southbound
JBISON JKACARTHUR JBISON
Westbound Northbound Eastbound
Start
jIntrvl.
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/23/01 to 08:45 on 10/23/01 Time 07:45 07:45 07:45 07:45
Vol. 286 2309 35 31 152 179 145 3182 297 177 182 Z45
Pct. 10.8 87.7 1.3 8.5 41.5 49.4 4.0 07.8 8.1 29.3 30.1 40.5 Total 2630 362 3624 " 604
High 0 8 : 0 0 07:45 08:15 08:30
Vol. 73 665 7 13 55 80 40 915 80 42 65 61
Total 685 148 1035 168
PHF 0.955 0.611 0.675 0.898
ACARTHUR BOULEVAR
2309 3458
286 35
T
6088
BISON
AVENUE
735
<--
10/23/01
�-
31 87:45an
245
"�
08:30aM
<--
152
1339
7229
724
182
179
177
-y
-
362
BISON
AU.ENUE
N
6289
2665 3182
97 ACARTHUR BOULEVAR
ON
City : NEWPORT BEACH
N/S Direction : RACARTHUR BOULEVARD
R/W Direction : BISON AVENUE
Client : CITY OF NEWPORT BEACH
Start
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING NOVIRRNTS
NACARTHUR BOULEVARD (BISON AVENUE IRACARTHUR BOULEVARD (BISON AVENUE Southbound Westbound Northbound Eastbound
Time i Right a ru Lem Krgnr rnru Lem Kim Tnru Berri x1gor raru Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/23/01 to 18:15 on 10/23/01 Time 17:00 17:00 17:00 17:00
Vol. 300 2704 28 20 IQ 168 101 2230 216 198 120
Pet. 9.6 89.1 0.9 5.7 46.2 48.0 3.9 87.5 8.4 39.3 23.8
Total 3012 350 2547 501
High 17:45 17:00 17:15 17:15
Vol. 80 741 1 7 45 48 32 608 60 53 29
Total 823 100 700 133
PHP 0.921 0.875 0.909 0.945
ACARTHUR BOULEUAR
2794 2435
300 28
5467
BISON
AVENUE
678
10/23/01
2- 20
05 185
:45�
162
1181
6432
599
120
--i
47 168
198
—> Z49
BISON AUENU
N
5617
3070 2239
216 101
ACARTHUR BOULEUAR
Study Name: B0110153
Site Code : 00000976
Start Date: 10/23/01
Page : 3
185
36.7 51
Intrvl.
0 //a.
MA4985 2001
PaR'
c�W
�>
}
INTERSECTION CAPACITY UTILIZATION ANALYSIS
-Z
cq��Foa�'`r
INTERSECTION:
MACARTHUR BOULEVARD & FORD ROAD 4985
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 1 Movement
I Lanes
Lanes I PK HR I V/C I GROWTH I PROJECT
I V/C Ratio I Volume I V/C
I
I Capacity
Capacity I Volume I Ratio I Volume I Volume
I w/o Project I I Ratio
I
I I
I I I I
I Volume I I I
.................
NL
................ .
1 32001
.................. ...... ... -........ ..-.... ................... ....-................ 1 1401 0.044 I I
-.....-............................. ..................
I I I I
1.....................................................................
NT
1 4800 1
. ............................................................................ 1 1934 1 0.403 " I
................ . .................
I I I
....................................................
j NR
I N.S. I
........................................................................................................ 1 1051 1 1
.....................
1 1 1 1
.................
St.
................. .
1 3200 1
.................. ................. ................ ...................................................................... 1 . 508 1 0.159 ". I
I I I
1.....................................................
I ST
1 6400 1
....... I ........ ................ -.................. ...................... 1 2521 1 0.394 1 • I
.
1 •1 I 1
1................................................................................................................................................................................... j SR
I N.S.1
I 121 1 I
I I I
1 .................
1 EL
...............
1 3200 1
1 46 1 0.014 1 1
1 1 1
1...................................................................................................................................................................................
ET
1 3200 1
1 221 1 0.069 " I
I I I
.................................................................................................................................................................. 1 ER
1 1600 1
1 841 0.053 1 1
. ................
1 1 1
1 .................
WL
................ .
1 3200 1
........ .......... ................. -............... - .....---...........----.........-........ 1 573 1 0.179 I
...................
I I I
....................................................................................................................................................................................
I WT
1 32001
1 5051 0.158 1 1
1 1 1 1
......................................................................
I WR
I N.S. 1
...................................
1 1427 1 I I
1 I I I
1.................................
EXISTING
.
I.C.U.
.................. ................. ................ ................... -..................... 1 0.810 1
.................... .------.-.-.......................
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 I
.
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:
.................................................................... ............... ................... . .................. I .. . ....-.............................. .................. .
PROJECT FORM II
MA4985AM
MA4985PM
SEW PO
O � �
} m
INTERSECTION CAPACITY
UTILIZATION ANALYSIS C
P
9Cl p0 Rt4
INTERSECTION:
MACARTHUR BOULEVARQ
& FORD ROAD 4985
EXISTING TRAFFIC VOLUWES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 PM ..................
.............. .
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 1
► Capacity I
Capacity I Volume I
Ratio I Volume I Volume I w/o Project ► I Ratio 1
I I
I I
I I I Volume f I I
..........................................
N L
1 3200 1
.......••-•••••-..................
1 74 1
- ................ -.................... .................... - .............. ..............
0.023 1 1 1 1 1 I
NT
.. --• ............................•....--.-•I---
1 4800 1
.
1 20.74 1
.............. ................. .................... .................... -.............. ..............
0.432 " I I I I I
.................
NR
.............. .
I N.S. 1
.................. ................ .
I 5461
............... ................. - ................... ......... ........... ............... ..............
I I I I I I
................
SL
------------••-•
............... .
1 3200 1
-.............. ....--
.................... ............... .
1 1232 1t.
•••--------• • ...............
.............. . ................ .................... .................... .............. ..............
30.385
= I .50. - 1 I I
ST
1 6400 1
1 3530 ►
0.552 1 1 I II I
................
SR
............... .
I N.S.1
.................. ................ .
1 621
............... ................. .................... .................... ............... .............. I 1 1 I I I
................
EL
•.............. .
1 320G 1
.................. ................ .
1 9 1
.............. ................. .................... - .............................. ..............
0.003 1 1 1 1 I I
................
ET
............... .
1 3200 1
.................. ................ .
1 289 1
.............. ................. .................... .................... ............... ..............
0.090 " 1 I I I I
...................................................................
ER
1 1600 1
I 113 1
....•......... •................ .................... .................... ............... . .............
0.071 I I I I I I
................
W L
............... ....
1 3200 1
............... ................ .
1 321 1
................................................... .................... ............... ..............
0.100 " I I I f I
...............................
WT
.
1 32001
.................. •---••-•--•••-•- •
1 275 1
.............. ................. .................... .................... ............... . ............. I
0.086 1 1 1 1 1 1
................
WR
............... .
I N.S. 1
.................. ................ -
I 544.1
--•-..--....... -.-..-.......... - ............. .--... - .................................. .............. 1 1 1 1 1 I
................
EXISTING
............... ...
I.C.U.
................ ................ .
1 .............. ................ -.................... .................... ............... ..............
1.007 1 I
................ ............... .
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 I . ................ ............... ................... ................ ............... ................. -.................... ....... ............. ............... .............. . 1_I 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
MA4985PM
O /ll
SEP- 1 1 -02
1 0: 55
AM
I KRNSh'UK I H I 1 UN . -� I U" L M-
- - -
S�
Transportation Studies, Inc.
1820
E. Garry Avenue
City: NEWPORT BEACH
Suite 118
File Name : h0209010
N-S Direction:
MAC ARTHUR BOULEVARD
Santa
Ana, CA.
92705
Site Code
: 00000916
E-W Direction:
SAN JOAQUIN HILLS
ROAD
Start Date : 09/10/2002
Pape
No : 1
Oroupr Printed. Turning Movements
MAC ARTHUR
BOULEVARD
SAN JOAQUIN WILLS ROAD
MACARTHUR
BOULEVARD
SAN JOAQUIN HILLS ROAD
Southbound
Westbound
Northbound
Eastbound
Start Time
, Ri ht
g
Thru
Left
I
Right
g ,
T hru
...
Left'
Right
Thru.I
Left'
Right ,
Thru
Left ,
Int. Total .
Factor
I.Q.
1.0 ;
1.0 ;
1.0 ;
],l) I
1.0 I
I.D.
1.0 1.0
1.0 ,
1.0 1.0
07:00 AM
145
274
74 88
42 0.
2 257
39 9
15 27
972
07:15 AM
188
271
69,
123
68 1!
2 268
21 18
21 31
1081
07:30 AIA
196
351
106
188
92 3,
1 310
4 11
39 10
1311
07:45 AM
288
371
129
249
98_
2.{
1 335
17 9
83 20
1602
Total
817
1267
-
378
648
300
,.•_
6 6
1170
81 47
158
88 4966
08:00 AM
275
421
174 !
252
101
5 i
.5
320
13 9
72 38
1685
08:15 AM
248
355
115 '
232
108
6 .
1 427
15 11
47 46
1611
08:30 AM
223
453
130.
220
64 4.
0 384
21 8
30 47
1684
08:45 AM
227
425
IOD I
207
75 31
6 377
11 9
41 37
1518
Total
973
I654,
... 519
911
34t3
18�
12 1608
60 37
190
168
6398
•'" BREAK'•'
04:30 PM
101
329
119.
122
59 5.
5 434
13 20
95 111
1303
04;45 PM
85 379
136 ;
95 51
10 ;
7 456
17 .
26 104
179
1545
Total
186
708
255
217
110
151
12 87D
30 46
199
290
2938
05:00 PM
84 382
149
108
42 5.
7 460
8:
25 71
166
1507
05:15 PM
110
410
1771
113
33 7!
4 519
5 18
143
216
1755
05;30 PM
110
400
177 :
79 49
3. 6
424
3 17
113
202
1583
05:45 PM
139
389
206 •
121
68 4 ,
3 486,
5 25
129
198
1773
Total
443
1581
769E
421
192'
19,
2D
1869
2I
85 456
7B2
6618
06:00 PM
87 425
193 '
83 54
31 6
382
12 16
79 185
1525
06:15 PM
63 417
203.
102
45 3
2 419
5 14
77 194
1544
Grand Total
2569
6D52
2257 :
2382
1049
64 :
58 6233
209
245
1159
17D7
.23989 .
Apprch %
23.6 55,6
20.7 :
68.2 30.0
1.8 i
0.9 95.9
3.2 7.9
37.3 54.9
Total 'fa
10.7 25,2
%4
9.9 4.4
0,3'
0.2 26.0
0.9 1.0
4.8 7.1
V 11,5�
SEP-11-02 10:55 AM TRANSPORTATION.STUDIES to47 t:;Dt es•+•+t r. t:.' Transportation Studies, Inc.
1&20 E. Garry Avenue
Suite 116 File Name ; h0209010
Santa Ana, CA. 92705 Site Code : 00000916
Start Dote : 09/10/2002
Page No : 2
MAC ARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD I MAC ARTHUR BOULEVARD
SAN JOAQUIN HILLS ROAD
9ouhbound
Westbound
Northbound
Eastbound
Start Time
Rlgh Thru Left
App'
Rlgh ' Thru I
Left
App.'Righ;
Thru i
Left
App.
Rlgh
Thru
Left
App.
ht.
It
Total
. t ,
Total.
t .
Total
t
Total
Total
Peak Hour From 07:00 AM to 08:45 AM -
Peak 1 of 1
Intersection
D7:45AM
Volume
1033 1600 548
31821
953 371
17 1341
7 146
56 1539
37 232
151
42D
6482
Percent
32.5 50.3 17.2
71.1 27.7
1.3 0.5 95.3
4.3 8.8
S5,2
36.0 08:00
275 421 174
870
252 101
3581
5 320
13 338
9 72
38 119
1686
Volume
.5
Peak
0.962
Factor
;
High Int,
09:00 AM
; 08:00 AM
08:15 AM
08:00
AM
Volume
275 421 174
87D
252 101
5 358
1 427
15 443
- 9.
72 38
119
Peak
Factor
0.914
0.936 ;
0.869
0,882
Out to Total
2570 3482, 575ZI
11'd34' 1500•. 548:
Rlpht' Thru ' Left
/ I A'
I �
M
N
-
1 9/T0MZ7A5:00AM
W 10102 13:30`.00 AM i
Turning Movements
I
Left Thru Rlpht
16811486 71
1654 ,,, 1539: 1 3193.
Out In TOW
MAC ARTHUR BOULEVARD
------------
547
Transportation Studles, Inc.
1820 E, Garry Avenue
Sults I I B
Fife Name : h0209010
Santa Ana, CA.1227D5
Site Code : 00000916
Start Date ; 09/1012002
Page No : 3
MAC ARTHUR BOULEVARD SAN JOAOUIN HILLS ROAD '! MAC'ARTHUR
BOULEVARD
SAN JOAOUIN HILLS ROAD
Southbound
i Westbound
Northbound
Eastbound
Righ
App. Righ' Thru
App. I Righ I
'
App.
Righ
Thru App. Int.
Start Time
Thru Left
t
Total t
Lett
Thru
Total.:, t
Lett
Total
t
Left
Total Total
Peak Hour From 04:30 PM to 06:15
• ,
PM • Peak I of 1
.
Intersectio
05:15 PM Y
1110
Volume
446 753
2923 396 204
17 6171 19 ISi
25 1855
76 464 801 1341 6636
Percent
15.8 57.5 26.7
64.2 33.1
2.8 1.0 97.6
1.3 5.7
34.6 55.7
05:45
139 389 206
734. 121 68
4 193 3 486
5 494
25 I29 198 352 1773
Volume
Peak
0.936
Factor
High Int.
05,45 PM
: 05:45 PM
- 05:15 PM
05:15
PM
Volume
139 3139 206
734, 121 68
4 193. 4 519
5 529
18 143 216 37-7
Peak
Factor
0.962 '
0.799 ,
,
0.878
0.889
Out In Total
d46'48241531
MOM Thru Left
1►
�p to
s�
North
rBS�
=
/
PM
p1DWIS.-W.Do
0/02 8:00:00 PM
1Tuminp Movemento
�
r
i
Loft T} ru Ripht
: 2511811' 19
i
:1717, MS: 3S721
`Dui. . Id_.. `Toil'
MAC ARTHUR BOULEVARD
/'tU�Jvs�ccQ v�wa�rtX �c" �1ow Govserv�iotr\,
b// 7
City : NEWPORT BEACH
9/9 Direction : MACARTHUR BOULEVARD
E/W Direction ; SAN NIGUEL DRIVE
Client : CITY OF NEWPORT BEACH
Transportation Studies, Inc.
1B20 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
Study Name: 90110152
Site Code : 00000975
Start Date: 10/25/01
Page : 1
MACARTHUR
BOULEVARD
SAN NIGUEL
DRIVE
KACkRTHUR
BOULEVARD
SAN MIGUEL
DRIVE
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
Tbru
Lef t
Right
Tbru
Lef t
Right
Thru
L
10/25/01
07:00
93 180
0 1
19 18
18 197
7 6
17 20
576
07:15
112
173
0 1
37 30
41 291
16 6
17 23
747
07:30
140
180
1 2
33 32
32 376
26 3
18 18
861
1.4 5
155
166
1 1
53 57
7D
354
29 0
2 Hour
504
699
4 7
148
137
161
1218
77 23
75 86
3139
08:00
198
157
0 3
77 6D
66 261
27 17
26 50
1002
08:15
183
215
1 4
63 58
52 285
28 21
21 47
978
08:30
177
173
D
5 66
52 50
268
11 13
28 36
889
4 5
156
17 78
55 48
302
43 12
31 46,
953
Hour
714
761
1 18
284
225
216
1136
119
63 106
175
3822
IBREARj-----------------------
-----------------------
-----------------------
----------•
-----------
-------
16:30
115
198
1. 10
58 40
45 182
12 33
BB
153
. 974
2 245
4 13
54 47
28 108
17611118
Hour
237
447
4 23
112
81 145
394
37 61
1.96 369
2112
17:00
129
314
0 7
39 49
78 212
28 29
81 216
1182
17:15
133
324
3 8
57 43
88 258
32 35
95 221
1297
17:30
126
319
1 5
42 52
73 227
25 26
101
204
1201
17:45
140
3264
10 61
48 83
239
25 36
107
732
1315
Hour
528
1283
8 30
199
192
322
936
114
126
384
873
4995
16:00
152
341
2 7
61 44
86 261
36 3B
94 219
1342
1B:15
123
296
5_
11 51
52 73
247
29 34
91 183
1195
Total
2258
3827
24 96
856
737
1003
4192
412
345
946
1909
. 16605
1 Apr.
36.9 62.6
0.1 5.6
50.6 43.6
I7.8
74.7 7.3
10.7 29.5
59.6 -
t Int.
13.5 23.0
0.1 0.5
5.1 4.4
6.0 25.2
2.4 2.0
5.6 11.4
-
0119
City : NEWPORT BEACH
N/S Direction : MACARTHUR BOULEVARD
I/Y Direction : SAN MIGUEL DRIVE
Client : CITY OF NEWPORT BEACH
MACiRTHUR BOULEVARD
Sorthbound
Transportation Studies, Inc.
1820 B. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
SAN MIGUEL DRIVE lRortbbound
MACARTHUR BOULEVARD ISAN MIGUEL DRIVE
Westbound Eastbound
7'
Study Name: EDIIO152
Site Code : 00000975
Start Date: 10/25/01
Page : 1
Start lstrvl.
Timg RightThru Lef t I RigbtThru Uld Righlhr jgW
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/25/01 to 08:45 on 10/25/01 Time 07:45 930 07:45 07:45 1316* 07:45
Vol. 717 -74 4 15 .265 227 238 44-W 104 59 98 158
Pct. 48.7 51.0 0.2 2.9 52.2 44.7 15.5 77.6 6.7 18.7 31.1 50.1 Total 1472 507 1530 315
High 08:15 08:00 07:45 08.00
Vol. 183 215 1 3 77 60 70 354 28 17 26 50
Total 399 140 452 93
PHF 0.522 0.905 0.846 0.046
q-,o
ACARTHUR BOULEUAR
V,5± 1361
717
4II..
y T
2833
SAN MIGI EL DRIVE
1086
<--
19/25/91
�- 15
87:45an
158
08:30an
E-- 265
1421
3824
847
98 —i
227
59 340
SAN MIGUEL DRIU
N
2567
1037 fta
104 238
ACARTHUR BOULEUAR
1'S7()
City : NEWPORT BEACH
N/S Direction MACARTHUR BOULEVARD
E/W Direction SAN MIGUEL DRIVE
Client : CITY OF NEWPORT BEACH
MACARTHUR BOULEVARD
Southbound
Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
SAN MIGUEL DRIVE 19orthbound
MACARTHUR BOULEVARD ISAN MIGUEL DRIVE
Westbound Eastbound
Start
Time I Right Thru Left I Right Thru Left I Right Thru Left Right Thru Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/15/01 to 18:15 on 10/15/01 Time 17:15 17:15 17:15 17:15
Vol. 551 1310 10 30 222 187 330 985 122 135 397
Pct. 29.4 70.0 0.5 6.8 50.5 42.5 22.9 69.5 8.4 9.5 28.1 Total 1871 439 1437 1408
High 18:00 17:45 18:00 17:45
Vol. 152 341 1 10 61 48 B6 261 36 36 107
Total 455 115 383 375
PHF 0.944 0.922 0.937 0.938
ACARTHUR BOULEUAR
1318 1891
5.5I1 1I0-
3762
SAN MIGUEL DRIVE
895
/ oto
SEP-11-02 10:54 AM TRANSPORTATION.STUDIES
Transportation Studies, Inc.
1820 E. Garry Avenue
City: NEWPORT BEACH Suite 118
N-S Direction: MAC ARTHUR BOULEVARD Santa Ana, CA. 92705 E-W Direction: PACIFIC COAST HIGHWAY
949 S52 8441 P_11
t;::2
Groups Pdnled- Turning Movemento
MAC ARTHUR BOULEVARD
PACIFIC COAST HIGHWAY
8outhbound
j
Wootbound
Start Time
Right,
Thru j
Lett•,
Rights
Left
Factor '
1.0 ,
1.0 .
1.0 !
1.0 •;
„Thru
.
07!00 AM
40 0
87,
121
242
0 07:15 AM
36 0
86,
188
253
0 07:30 AM
41 .0
95 235
187
0 07:45 AM
74 0
104
194
282
0 . Total
191
0 372
738
964
0 Ofi:00 AM
91 0
116
228
268
0 ;
08,:15 AM
75 0
128 '
232
327
0 08:30 AM
69 0
136 '
250
326
0 08:45 AM
59 0
106'
221
313
0 Total
294
0 488
• sin
1234
0 4%* BREAK *•'
File Name : h0209011
Site Code
: 00000978
Start Date
: 09/10/2002
Page No
: 1
PACIFIC COAST HIGHWAY
Eastbound
R_Ight
Thru , Lett
Int. Total
1.0 ':
1.1) 1.0
0 143 52
685
0 163 96
922
0 171 124
853
0 248 185
1088
0 725 458
3448
0 221 151
1077
0 220 155
1137
0 187 123
1091
0 218 104,
1021
0 846 533
4326
04:30 PM
66 0
176 ;
160
289
0 0
325
112
1128
04:45 PM
79 0
145
106
359
0 365
124
1178
Total
145
0 321
266
648
...0,
0 0
690
236
23D6
05:00 PM
132
0 1621
159
380
a '
0 316
133
1282
05:15 PM
129
0 14D
163
397
0 0
330
109
1267
05:30 PM
140
0 249 :
159
340
0 0
330
323
1341
05:45 PM
158
0 232
167
342
0 ?
0 383
155
1437
Total
559
D
783
648
1459
0 0
1359
519
5327
06:OD PM
131
0 190,
142
333
0 0
284
104
1184
06:15 PM
134
0 170
119
346
0 0
322
157.
1248
GrenO Total
1454
0 2324.
2844
4984
0 0
4226
2007
17839
Apprch
38.5 0.0
61.5 .
36.3 63.7
0.0 •
0.0 67.8
32.2 �%/
Total 7,
8.2 0.0
13.0 !
15.9 27.9
0.0 '
0.0 23.7
11.3 0 1A1
SEP-11-02 10:54 AM TRANSPORTATION.STUDIES
Transportation Studies, Inc.
1B20 E. Garry Avenue
Sulte 11 B
Santa Ana, CA. 92705
y4`> GAL .`s441 r . i c
5Z
File Name : h02D9011
Site Code : 00000978
Slarl Date : 09/10/2002
Page No : 2
MAC ARTHUR BOULEVARD
PACIFIC COAST RfGRWAY i
PACIFIC COAST HIGHWAY
8outhbound
Westbound
Eastbound
Start Time
Right
Thru Lett r
App'
RlghtT
Thru Lett
App' I
Right
Thru
Lett
App,
Int.
Total
Total ;
Total
Total
Peak Hour From
07:00 AM to
08:45 AM • Peak
1 of 1
Intersection
07:45 AM
Volume
309
0 486
795
904
1203 0
2107
0 876
615
1491
4393
Percent
38.9 0.0 61.1
42.5 57.1 0.0
0.0 58.8
41.2 08:15 Volume
75 0 128
203
232
327 0
559
0 220
155
375
1137
Peak Factor
0,966
High Int,
68:00 AM
08:30 AM
07:45 AM
Volume
91 0 118
209
250
326 0
576 '
0 248
186
434
Peak Factor
0.951
0.914
.0.859
Out In Total
1519• 785: ' 25'14'
485
LRioht' Left
i
i
� D
n North . R
C
0r1inc77:IPOD AM 5
12 0110/02 B-30:00 AM + -4j S
N Tuming Movements -�
� 1
(2I17x
SEP-11-02 10:54 AM TRANSPORTATION. STUDIES 747 GJL G-r-r r . ♦.. 5/ Transportation Studies, Inc.
1820 E. Garry Avenue
Suite 116
File Name : h0209011
Santa
Ana. CA. 92706
Site Code : 00000978
Start Date : 09/10/2002
Page No : 3
MAC ARTHUR BOULEVARD
PACIFIC
COAST HIGHWAY
PACIFIC COAST HIGHWAY
8outhbound
Wettbound
Eastbound
Time
Right
Thru Left ;
App.Start
Total otal
Right
�
Thru ; Lett
I
ota'
Tot,
Right
Thru
Lert ApeI Ina,
Tote l Total
Peak Hour From
04:30 PM to 06:15 PM • Peek I of I
,al
.
Intersection
05:00 PM
Volume
559
0 783
1342
648
1459 0
2107
0 1359
519 1678 5327
Percent
41.7 0.0 58.3
30.8 69.2 D.0
D.D
72.4 27.6
05:45 Volume
158
0 Z32
390
I67
342 0
509
0 383
155 538 1437
Peak Factor
0.927
High Int.
05:45 PM
05:IS PM
05:45 PM
Volume
158
0 232
390
163
397 0
560
0 383
155 538
Peak Factor
0.860
0.941
0.673
Out In Total
1 1167; ! 1342! 125091
Rlph1' Lb t
1• •1 •
,
i
I
Q,
Worth
W10102 6:00:00 PM
N 3
P110/025:45:00PM
Tuming Movements
m
J5
SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
N6 e&vg5
N-S STREET:
DATE: 05/09/02
CITY: IRVINE
&6V1'ta' C_'a.K� lbr'
E-W STREET:
DAY: THURSDAY
PROJECT# 06360240A
A,bo�wicL
SOLAAJAbawnal
�o�y.�-
Wcet�uwrkd-
D
UND
D
NL NT NR SL
ST SR
EL
ET
ER
WL
WT WR
TOTAL
LANES:
1 1
1 1
1 1
6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
81 12
80 6
31 .
82 292
7:15 AM
96 19
89 9
39 107
359
7:30 AM
107 21
97 16
42 140
423
7:45 AM
125 23
107
14 51
163
483
8:00 AM
114 29
119
9 57
189
517
8:15 AM
108 32
93 11
49 161
454
8:30 AM
127 1
84 10
46 153
421
8:45 AM
113 19
74 9
37 142
394
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
11:15AM
11:30 AM
11:45 AM
TOTAL
NI. NT NR SL
ST SR
EL
ET
ER
WL
WT WR
TOTAL
VOLUMES =
871 0 156 0
0 0
0 743
84 352
1137 0
3343
AM Peak Hr Begins at 730
AM
PEAK
VOLUMES =
454 0 105 0
0 0
0 416
50 199
653 0
1877
ADDITIONS: SIGNALIZED
0/-2
55 SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
.52-�13 N>3 �omias
N-S STREET: —404;1, 3-hi&RAMPS DATE: 05/09/02 CITY: IRVINE E-W STREET: D. DAY: THURSDAY PROJECT# 06360240P
NORTHBOUND
SOUTHBOUND
EASTBOUND
WESTBOUND
NL
NT NR
SL ST SR
EL 'ET
ER'
WL
WT
WR
TOTAL
LANES:
1 1
1 1
1 1
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
24 4
116
12 24
122
302
4:15 PM
30 5
127
10 21
129
322
4:30 PM
26 4
114
8 21
171
344
4:45 PM
31 7
143
7 17
141
346
5:00 PM
24 5
162
15 9
121
336
5:15 PM
33 8
146
10 19
160
376
5:30 PM
31 5
127
5 18
155
341
5:45 PM
19 7
132
8 19
162
347
6:00 PM
14 6
134
6 9
131
300
6:15 PM
11 8
125
3 11
137
295
6:30 PM
6:45 PM
TOTAL
NIL
NT NR
SL ST SR
EL ET
ER
WL
WT
WR
TOTAL
VOLUMES =
243
0 59
0 0 0
0 1326
84 168
1429
0 3309
PM Peak Hr Begins at
—tW PM
PEAK
VOLUMES =
114
0 24
7 0 0
0 565
40 66
593
0 1402
ADDITIONS: SIGNALIZED
C) la5,
SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
59--13 56 9a-,tW
N-S STREET:
.&f2=i35S RAMPS
DATE: 05/09/02
CITY:
I RVI N E
E-W STREET:
D.
DAY: THURSDAY
PROJECT# 06360241A
STBOUN
i
NL NT NR
SL
ST SR
EL
ET
ER
WL
WT
WR
TOTAL
LANES:
2 1
1 2
1 2
3 6:00 AM
6:15 AM
6:30 AM
6:45 AM
7:00 AM
4 17
0 70
17 6
161
275
7:15 AM
6 21
0 81
26 7
201
342
7:30 AM
7 28
0 94
32 7
241
409
7:45 AM
11 18
0 106
29 13
289
466
8:00 AM
6 19
0 94
35 16
301
471
8:15 AM
8 17
0 75
27 10
253
390
8:30 AM
3 11
0 83
21 10
258
386
8:45 AM
4 2
0 78
19 9
246
358
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00AM
11:15 AM
1.1:30 AM
11:45 AM
TOTAL
NL NT NR
St.
ST SR
EL
ET
ER
WL
WT
WR
TOTAL
VOLUMES =
49 0 133
0 0 0
0 681
206
78 1950
0 3097
AM Peak Hr Begins
at
730
AM
PEAK
VOLUMES =
32 0 82
0 0 0
0 369
123
46 1084
0 1736
ADDITIONS: SIGNALIZED
EL= U-TURNS ONLY
0%2�,
51 SOUTHLAND CAR COUNTERS
VEHICLE AND MANUAL COUNTS
N-S STREET:
B RAMPS
DATE: 05/09/02
CITY: IRVINE
. /fan L0-- Ca.. vw?% C�—
E-W STREET:
D.
DAY: THURSDAY
PROJECT# 0636OZ41P
A)&L,* m,,no(
E.-Aboo-,, d-
e4
w4d4bm , L "
NORTHB�ND
HBOUND
WESTBOU
NL NT NR
SL
ST SR
EL
ET
ER
WL WT WR
TOTAL
LANES:
2 1
1 2
1 2 3
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
10 10
0 97
44 ' D 138
309
4:15 PM
9 12
0 110
56 3 135
335
4:30 PM
12 11
1 123
59 14 148
368
4A5 PM
13 14
0 119
66 11 150
373
5:00 PM
12 19
0 136
68 ' 0 168
413
5:15 PM
10 24
0 124
118
12 178
466
5:30 PM
15 30
1 135
99 15 165
461
5:45 PM
21 26
0 127
87 i8 148
427
6:00 PM
17 20
0 130
91 20 157
435
6:15 PM
12 17
0 118
76 16 149
388
6:30 PM
6:45 PM
TOTAL
NIL NT NR
SL
ST SR
EL
ET
ER
Vol WT WR
TOTAL
VOLUMES =
131 0 183
0 0 0
2 1219
764
140 1536 0
3975
PM Peak Hr Begins
at
515
PM
PEAK
VOLUMES =
63 0 100
0 0 0
1 516
395
Fo 648 0
1789
ADDITIONS: SIGNALIZED
EL= U-TURNS ONLY
0 /27
7"
Transportation Studies, Inc.
City : NEWPORT BEACH
1.020 E. Garry Avenue
Study Name:
U0110157
N/S Direction : SPYGLASS HILL ROAD
Suite 116
Site Code :
00001944
E/W Direction SAN NIGUEL ROAD
Santa Ana, CA. 92705
Start Date:
10/25/01
Client : CITY OF NEWPORT BEACH
Page ;
1 TURNING MOVEMENTS
SPYGLASS
HILL ROAD
SAN NIGUEL
ROAD
SPYGLASS
HILL ROAD
SAN NIGUEL
ROAD
Southbound
Westbound
Northbound
Eastbound
Start
Intrvl.
Time
Right
Tbru
Right
Thru
Left
Riaht
10/25/01
_Lcit
07:00
2 0
2 1
16 11
21 1
4 3
31 12
106
07:15
2 0
4 4
19 23
28 4
4 2
31 4
135
07:30
2 4
9 5
28 21
57 4
2 8
42 13
196
7.4 5
a
3 9
3 56
32 52
Hour
14 7
24 13
129
89 158
23 26
18 136
34 671
08:00
12 18
15 12
82 31
45 16
7 4
56 20
319
08 15
13 6
5 6
66 34
45 4
1 13
83 14
290
08:30
5 6
6 4.
60 15
39 8
10 8
57 9
227
•4
'12
61 1
6 3
47 13
226
Hour
41 31
31 24
262
103
190
29 24
28 143
56 1062
(BRBA%]
--------------------
-----------------------
-----------------------
-------
16:30
5 4
9 9
56 38
53 4
9 10
64 11
272
I •9
7 28
29 0
8 12
53 12
22 Hour
10 8
14 12
113
66 82
12 17
22 117
23 496
170
6 6
5 9
60 28
44 6
6 11
84 20
285
17:15
16 4
4 6
77 31
39 2
8 7
113
18 319
17:30
10 11
6 6
66 40
33 7
8 13
71 12
293
17:45
6 5
4 5
70 49
37 1
1 14
80 13
289
Hour
32 26
19 30
273
148
153
16 23
45 348
63 1176
18:00
3 6
8 8
53 33
28 4
5 13
74 21
256
10:15
8 2
3 8
49 42
21 3
10 9
55 33
241
Total
108
80 99
95 879
481
632
87 IO5
135
973
230
3904
t Apr.
37.6 27.8
34.4 6.5
60.4 33.0
76.6 10.5
12.7 10.0
72.7 17.1
-
k Int.
2.7 2.0
2.5 2.4
22.5 12.3
16.1 2.2
2.6 3.4
24.9 5.8
-
d/z0
Transportation Studies, Inc.
City : NEWPORT BEACH
1820 B. Garry Avenue
Study Name:
H0110157
HIS Direction
: SPYGLASS HILL ROAD
Suite 116
Site Code :
00001944
B/W Direction
: SAN MIGUBL ROAD
Santa Ana, CA. 92705
Start Date:
10/25/D1
Client : CITY
OF NEWPORT BEACH
Page
2 TURNING MOVEMENTS
SPYGLASS HILL ROAD
SAN MIGUBL ROAD SPYGLASS HILL ROAD
SAN MIGUBL ROAD
Southbound
Westbound Northbound
Eastbound
Start
I Intrvl.
Peak Hour Analysis By Entire Intersection for the Period: 07:00 on 10/25/01 to DB:45 on 10/25/01 Time 07:15 07:45 07:15 D7:45
Vol. 38 33 35 25 264 113 181. 41 34 3D 228 48
Pct. 35.8 31.1 33.0 6.2 65.6 28.1 70.7 16.0 13.2 5.8 74.5 15.6 Total 106 402 256 306
High 08:0D D8:D0 07:45 08:15
Vol. 11 1B 15 12 82 32 52 13 16 13 83 14
Total 45 116 81 110
PHF 0.588 0.797 0.790 0.655
SPYGLASS HILL
ROAD
33 114
38 35''
220
SAN. MIGUEL ROAD
336
113
38 -1,
444
SAN MIGUEL ROAD
N
432
176 41
PYGLASS HILL
ROAD
O�Zl
City : NEWPORT BEACH
N/S Direction SPYGLASS BILL ROAD
B/W Direction SAN MIGUEL ROAD
Client : CITY OF NEWPORT BBACH
ISPYGLASS HILL ROAD
Southbound
Start
Transportation Studies, Inc.
1820 B. Garry.Avenue
Suite 116
Santa Ana, CA. 92705
TURNING MOVEMENTS
SAN MIGUEL ROAD (SPYGLASS HILL ROAD (SAN NIGUEL ROAD
Westbound Northbound Eastbound
Time I Right Thru Left I Right Thru. Lei Right Tbru Left I Right Tbru Peak Hour Analysis By Entire Intersection for the Period: 16:30 on 10/25/01 to 18:15 on 10/25/01 Time 17:00 17:00 17:00 17:00
Vol. 32 26 19 30 273 14B 153 16 23 45 348
Pct. 41.5 33.7 24.6 6.6 60.5 32.8 79.6 8.3 11.9 9.8 76.3 Total 77 451 192 456
High 17:30 17:45 17:00 17:15
Vol. 10 11 6 9 70 49 44 6 6 7 113
Total 27 128 56 138
PHP 0.712 0.880 0.857 0.826
SPYGLASS HILL
ROAD
26 109
19 3'I2
,
186
SAN MIGUEL ROAD
328
{"
10/25/01
30 63
05:45ppm
<-- 273
784
1176
971
348
-'--i
148
45 '1.
528
SAN MIGUEL ROAD
N
411
219 16
23 PYGLASS HILL
ROAD
l
Study Name: B0110157
Site Code : 00001944
Start Date: 10/25/01
Page : 3
63 13.8
18 Intrvl.
�E W PORT
1 % TRAFFIC VOLUME ANALYSIS c�—fir
'9Ci pp F�
INTERSECTION. SAN JOAQUIN HILLS ROAD & SAN MIGUEL ROAD 7305 (Existing Traffic Volumes Based on Average Winter/Spring 2001 AM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR APPROVED PROJECT
REGIONAL GROWTH PEAK HOUR
VOLUME VOLUME
PROJECTED
PEAL: HOUR
VOLUME
1 % OF PROJECTED
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
308
Southbound
757
Eastbound
636
Westbound
1250
Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes. �] Project Traffic Is estimated to be equal to or greater than I % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOLUME ANALYSIS
INTERSECTION: SAN JOAQUIN HILLS ROAD & SAN MIGUEL ROAD 7305 (Existing Traffic Volumes Based on Average Winner/Spring 1999 PM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR APPROVED PROJECTS
REGIONAL GROWTH PEAK HOUR
VOLUME VOLUME
PROJECTED
PEAK HOUR
VOLUME
J1%OFPR0JECTFDJ
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
704
Southbound
492
Eastbound
1074
Westbound
1 640
Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes.
Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
DATE:
—tp
(_0
SJ7305AM
SEW PORT
k
�n
U �.s T
INTERSECTION CAPACITY UTILIZATION ANALYSIS
C� A
'9Cl Fp RN
INTERSECTION: SAN JOAQUIN HILLS ROAD & SAN MIGUEL ROAD 7305
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 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 f I
1 NL 1 1600 I I 10* -4-1 0.003
1 NT 1 I 236 I I
I I
3200 .- — — ---- — } 0.095
1 NR I I 68 I I
I I
1 SL I 1600I 1 66 I 0.041 I I
I
I I I
ST I I 402 I I
I I
3200 — — --_-- } 0.216 --- — — -- -
}
- --- } I
I SR I 1 340* 9 I I
I I
----------- - - - --
1 EL 1 3200 0.074 I
- -
I
-------- - ----- - --
I I I
I ET I I' qo"w I I
I I
1 .------- } 4800 - __ . ---___ } 0.083
I ER I I 12
W L I 1600 I I 266 I 0.166 I I
I
f I I
I--------- ----- - --- -- — -- - - - _ — - - - --- — -- i WT
- -
- -- - — - -- - ----- I
4800 - — — — — --- -- } 0.205 ----------- --------
I WR 1 I 39 1 I
I I
1 EXISTING I.C.U. 1 0.497 1
I
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
U Projected + project traffic I.C.U. will be less than or equal to 0.90 U Projected + project traffic I.C.U. will be greater than 0.90 LI 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
SJ7305AM AA i - o Q
D� 3�-
5�
SJ7305PM
PO"71111111,
T
2 INTERSECTION CAPACITY UTILIZATION ANALYSIS
cgCr Fp SyN�P
INTERSECTION: SAN JOAQUIN HILLS ROAD & SAN MIGUEL ROAD 7305 EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTERISPRING 2001 PM —
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 J V/C Ratio I Volume I V/C I
I Capacity I Capacity I
Volume I
Ratio 1 Volume I Volume I w/o Project I I Ratio I
I I I
I
I I I Volume I I
NL
I 1600I 1
51 0.003 1 I I I ( I
NT
I I
483
1 I I I
---
} 3200 - -- -- - —
}
0.218 -
NR
I 1
216
1 I I I
SL
I 1600 1 1
125 1
0.078
ST
I I
234
1 I I I
- — -----
} 3200 - --- -
}
0.115 1
SR
1 I
133
1 I I I
EL
1 3200 1 1
430 }
0.134 1 I I 1 I 1
ET
1 I
635
1 I I I
---------
} 4800 — - - -
— }
0.134
ER
I I
9 I I I I
WL
I 1600 I I
175 I
0.109
-- - ---- - -- — — - I
1 wT I 1 403 I I I I
1 --- } 4800 - -- - ---- } 0.097
I W R I I 62 F I I I
1 EXISTING I.C.U. 1 0.540 1 1
1 EXISTING + REG GROWTH + COMMITTED W/PROPOSED IMPROVEMENTS I.C.U. I I I EXISTING + COMMITTED+ REGIONAL GROWTH + PROJECT I.C.U.
1-1 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 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 —
SJ7305PM
FORM II
0133
51 CIA 6355 AM
SEW POR
T
_
O
I=
INTERSECTION CAPACITY UTILIZATION ANALYSIS
a"
INTERSECTION: COAST HIGHWAY & GOLDENROD 6355
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC WINTER/SPRING 2001 AM
{ I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I PROJECTED I PROJECT I PROJECT 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 { Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio I
I I I I I I {
{ Volume I I I
1 NL I I 112 I I
I I
{ NT 1600 1 I 0 0.085
I NR 1 I 24 I I
I I
{ SL I I 61 I I
I I
I ST 1600I I 0 0.076 I I
I I
I SR I I 60 I I
I I
EL I 1600 I I 30 I 0.019 I
I I I I
I ET { i 1003 I I
I I
I ----- } 3200 - -- — - — — } 0.327
I ER I I 43 I I
I I
I WL I 1600 I I 42I 0.026 I I
I I I I
I WT I I 2633 I I
I I
--- -- — } 320G - -- - — -- } 0.827
I WR 1 I 13 I I
I I
1 EXISTING I.C.U. I 0.931 I
I
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
1-1 Projected + project traffic I.C.U. will be less than or equal to 0.90 IJ 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
CH6355AM
FORM II
013 �
(• P. (03% PM
PORE
INTERSECTION CAPACITY UTILIZATION ANALYSIS
U 2
cq�r Foa�'�P
INTERSECTION: COAST HIGHWAY & ZQLFUROR AVE 6355
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC W INTER/SPRING 2001 PM
I I EXISTING I PROPOSED I EXISTING { EXISTING I REGIONAL j COMMITTED I PROJECTED I PROJECT I PROJECT { Movement I Lanes I Lanes I PK HR I V/C { GROWTH { PROJECT I V/C Ratio I Volume I V/C {
I { Capacity { Capacity { Volume I Ratio I Volume { Volume I w/o Project I I Ratio {
I I I I I I I I
Volume I I I
I NL I I 84 I I
I I
NT 1600 I { 0 0.066 I
I I
I NR I I 21 I l
I I
I St. I I .36 I I
I I
{ ST 1600 I I 0 0.039 I I
I I
I SR I t 27 I I
I I
I EL I 1600 I I 33 I 0.021 I I I
I I I
ET I I 1869 I I
I I
{ ----- } 3200 - -- - — } 0.601
ER I I 53 I I
f I
{ WL { 1600 I I 22 { 0.014 I I
I I {
WT I I 1658 { I
I I
I ------ } 3200 - -- - } 0.522
I WR I l 13 I I
I I
EXISTING I.C.U. i 0,681 I
I
EXISTING + REG GROWTH + COMMITTED W/PROPOSED'IMPROVEMENTS I.C.U. I I I
EXIST: IG + COMMITTED + REGIONAL GROWTH + PROJECT I.C.U. I I I I
I-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 I_f Projected + project traffic I.C.U. w/systems improvement will be less than or equal to 0.90 IJ Projected + project traffic I.C.U. with project improvements will be less than I.C.U. without project .
Description of system improvement: _
PROJECT
CH6355PM
FORM II
0 t 35'
ai POST
O
1 % TRAFFIC VOL UME ANAL YSIS u _
C P
INTERSECTION. SAN JOAQUIN HILLS RD. & MARGUERITE AVE. 7315 (Existing Traffic Volumes Based on Average Summer 2002 AM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR APPROVED PROJECT
REGIONAL GROWTH PEAK HOUR
VOLUME VOLUME
PROJECTED
PEAK HOUR
VOLUME
ll%OFPROJECTED�
PEAK HOUR
VOLUME
PROJECT..
PEAK HOUR
VOLUME
Northbound
361
Southbound
125
Eastbound
407
Westbound
763
�] Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes.
Project Traffic is estimated to be equal to or greater than 1% of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required. 1 % TRAFFIC VOLUME ANALYSIS
INTERSECTION: SAN JOAQUIN HILLS RD. & MARGUERITE AVE. 7315 (Existing Traffic Volumes Based on Average Sumpter 2002 PM)
APPROACH
DIRECTION
EXISTING
PEAK HOUR
VOLUME
PEAK HOUR APPROVED PROJECT
REGIONAL GROWTH PEAK HOUR
VOLUME VOLUME
PROJECTED
PEAK HOUR
VOLUME
�I%OFPROJECTED1
PEAK HOUR
VOLUME
PROJECT
PEAK HOUR
VOLUME
Northbound
283
Southbound
165
Eastbound
941
Westbound
473
Q Project Traffic is estimated to be less than 1 % of Projected Peak Hour Traffic Volumes.
C� Project Traffic is estimated to be equal to or greater than 1 % of Projected Peak Hour Traffic Volumes.
Intersection Capacity Utilization (ICU) Analysis is required.
PROJECT:
DATE:
D l3P
SJ7315AM
SEW PAR
T
INTERSECTION CAPACITY UTILIZATION ANALYSIS
U
q-1F09,
INTERSECTION: SAN JOAQUIN HILLS RD. & MARC'7315
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE D ILY TRAFFIC SUMMER 2002 AM
........................................................................................................................................................................................ 1 I EXISTING I PROPOSED I EXISTING { EXISTING I REGIONAL I COMMITTED .
I PROJECTED I PROJECT I PROJECT I
Movement I Lanes { Lanes I PK HR I V/C I GROWTH I PROJECT I V/C Ratio I . Volume 1 V/C I
I I Capacity I Capacity I Volume I Ratio I Volume I Volume I w/o Project I I Ratio
j I I I I I I
I Volume I I I
1....................................................................................................................................................................
NIL 1 2400 1 1 296 1 0.123 * I
................ 1
I I I I
1...............................................................................................................................................................................
NT I 8001 1 46 1 0.058 1 1
1 1 1 1
I..........................................................................................................................................................................
NR 1 1600 1 1 19 1 0.012 1 1
I
1 1 I I
...................................................................................... . .................. ...........................................................................
I SL 1 1600 1 1 51 1 0.032 1 1
1 1 1 I
.................................................................................................................................................................................... 1 ST 1 1 41 I 1
1 1
1 ................. } 1600..................................... } 0.046 • .................. ......................
I SR 1 1 33 1 1
1 1....................................................................................................................................................................................
EL 1 1600 1 1 21 1 0.013 1 1
1 I 1 1 1
....................................................................................................................................................................................
I ET ' 1 3200 1 1 262 1 0.082 * I
I I I I
................................................................................................................................................................... 1 ER 1 1600 1 1 1241 0.078 1 I
. ................
1 1 1
......................................................................................................................................................................................
I WL 1 1600 1 1 23 1 0.014 1 1
1 1 1 1
1.....................................................................................................................................................................................
I WT 1 1 676 1 1
1 1 1
1 ................. } 4800..................................... } 0.154 ................... ...................... } ................ }
I WR 1 1 64 1 1
1 ................................................................................................................................................................
EXISTING I.C.U. 1 0.406 1
.................
............................................................................................................................... 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
........................................................................................................................................................................................
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:
......................................................................................... . .... I ............. . ...................... .................... ................ ................. .
PROJECT FORM II
SJ7315AM
0 137
SJ7315PM
SEW PO�r
k
O 3t a1
INTERSECTION CAPACITY UTILIZATION ANALYSIS
c9��
Foa�`P
INTERSECTION: SAN JOAQUIN HILLS RD. & M&R`GUE ITE AVE 7315
EXISTING TRAFFIC VOLUMES BASED ON AVERAGE DAILY TRAFFIC SUMMER 2002 PM
...........................................................................................................................................................................
I I EXISTING I PROPOSED I EXISTING I EXISTING I REGIONAL I COMMITTED I .