eG �0-
compare
LU_Code
Real Quantity
Surrogate Quantity
OccupancyRate
1421
1421
_ 24
29 109.8
636
109.8
636
0_.9
1�
_
14211
32 5.2
5.2 1
1422
1 490
490
0.95 1423
I
_
266
266
0.95 1423
_
37 18.23
18.23 1
_
1423
38 4
4 1
1424
3 1445
1445
0.95 1373
10 36.46
36.46 0.9
1373
23 85.073
85.073
_
0.9 1373
24 0
0 0.9
1373
25 0
0 0.9
1373
26 0
0 0.9
1374
10 42.231
42.231
0.9 1374
23 84.463
84.463
0.9 1374
24 0
0 0.9
1374
25 0
0 0.9
1374
26 0
0 0.9
1375
10 61.518
61.518
0.9 1375
13 0
0 0.9
1375
23 123.035
123.035
0.9 1375
24 0
0 0.9
1375
25 0
0 _
0.9 1375
_
26 0
0 0.9
1376
_
10 67.464
67.464
0.9 1376
- - - 23
134.927
134.927
- 0.9
1376
24 0
0 0.9
1376
25 0
0 _
0.9 1376
26 0
0 0.9
1377
7 107
107
_
1377
_
10 74.583
74.583
0.9 1377
23 179.7
179.7
0.9 1377
_
24 0
0 _
0.9 1377
25 0
0 0.9
1377
26 0
0 0.9
1378
7 122
122
0.9 1378
10 85.378
85.378
0.9 1378
23 243.936
243.936
0.9 1378
24 0
0 0.9
1378
25 0
0 1378
26 0
0 0.9
1425
3 130
130
0.9 1425
24 94.9
94.9 0.9
_
1425
36 24.1
24.1 1
_
1426
1 119
119
0.95 1426
36 40
40 1
1427
1 315
315
0.95 1427
235
235
0.95 _
1427
_2
10 8.4
8.4 0.9
1427
15 1.7
1.7 0.9
1427
16 11.41
11.4 1
(56 �3 �q
compare
LU_Coi
-
Real Quantity
Surrogate Quantity
OccupancyRate _
1427
233
17.6 12
17.6 12
0.9 0.9
1427
24 1427
30 2184
2184
1 1427
_ 35
68 68
1 1427
36 59.7
59.7-
1427,
_ 37
_ 13.4
13.4 1
14271
1428
38 --- 1
0.4 257
0.4 257
1 0.95
--
1428'
3 152
152
0.95 1428
_
7 140
140
0.9 1428
10 332.52
332.52
0.9 1428
_
13 0
0 0.9
1428
15 0
0 0.9
1428
16 0
0 1
1428
19 0
0 1
1428
20 130
130
1 1428
23 75.09
75.09 0.9
1428
24 0
0 0.9
1428
37 22.31
22.31 1
1523
11 149
149
0.95 15231
_10
54 54
_
- 0.9
15251
3 1112
1112
0.95 15261
1526'
1618,
15271
36 1
1 2
44.444
410
6 0
44.444
410
6 0
1 0.95
0.95 0._95
15271
1536
14291
1429
_
38 i 10
1 2
18.5 114.173
656
13 18.5
114.173
656
13 1
_ 0.9
0.95 0.95
1429
3 59
59 0.95
1429I-
---- 21
90 90
- - 1
1429
29 436
436
_
1 _
1429
37 0.9
0.9 1
1429
38 3.03
3.03 1
_
1528
28 7.32
7.32 _
1 1528
36 26.01
26.01 1
1529
1 284
284
0.95 1530
1 40
40 0.95
1530
3 173
173
0.95 15301
32 5.8
5.8 1
1530
37 16.869
16.869
1 _
1530
38 14.39
14.39 1
1532
30 450
450
1 _
1534
1 271
271
0.95 1534
29 600
600
1 1430
1 30
30 _
0.95 1430
3 278
278
0.95 1430
6 _
0 0
0.9 1430
_
7 64
64 0.9
_
1430
10 397.851
397.851
0.9
1.� c,.
compare
-,LU-Code
Real Quantity
Surrogate Quantity
OccupancyRate-'-------..---
1430
13�
0 0
0.91 1430
1430
15 16
0 0
0 0
0.9 1430
18 0
0 1
0.9 1430
23 139.65
139.65
1430
33 9.9
9.9 1431
3 195
195
0.65 1431
10 101.447
0 101.447
0.9 1431
13 0
0.9 1431
17 0
0 1
141
-23
50.355
50.355
0.9 14321
1 DU
200
0.95 14321
2 379
379
0.95 1432
3 244
244
0.95 1432
6 0
0 0.9
1432
7 53
53 0.9
1432
10 92.848
92.848
0.9 1432
13 0
0 0.9
1432
23 0
0 0.9
1432
24 185.696
185.696
0.9 1433
1 98
98 0.95
1433
2 0
0 0.95
1433
3 142
142
0.95 1433
23 67.16
67.16 0.9
1433
24 352.249
352.249
1433
26 0
0 -0.9
0.9 1433
35 2-70
270
1 1535
1 368
368
0.95 1535
2 294
294
0.95 1535
3 512
512
0.95 1536
2 48
48 0.95
1537
1 98
98 0.95
1537
2 108
108
0.95 1538
1 144
144
0.95 1539
11 158
158
0.95 1539
7 250
250
0.9 1540
7 540
540
0.9 1541
1 55
55 0.95
1543
7 1210
1210
0.9 1715
-1-714
24 136.05
136.05
0.9 -3
673
673
1715
10 0
0 0.9
1716
24 220.08
220.08
0.9 1434
34 1167
1167
1 1716
35 0
0 1
1435
1 68
68 0.95
1435
2 28
28 0.95
1435
10 10.8
10.8 0.9
1435
13 8.4
8.4 0.9
1435
15 2.7
2.7 --
0.9 .1544,
1 ,
178,
178,
0.95,
C-- C--- 3 a
compare
�LU_Code.]
1 1
Real Quantity
311
212
Surrogate Quantity
OccupancyRate
311
0.95i
1574
212
0.951
1548
207
207
0.9 1548
21 11
1 278
278
113
329
0.9511
0.95 0.951;
1549
113
1550
329
1550
1553
2 1
2�
3 169
66 70
368
169
66 70
0.95 0.95
0.95 1553
294
0.95 .1379
1379
Yd
-----240-.451
240.451
0.9 1380
3 418
334
0.95 1380
23 0
0 0.9
1381
3 344
275
0.95 1381
23 104.211
104.211
0.9 1382
3 761
609
0.95 1382
23 73.704
73.704
0.9 1383
10 0
0 0.9
1383
23 202.585
202.585
0.9 1384
3 147
132
0.95 1384
10 46.13
41.517
0.9 1384
23 0
0 0.9
1385
71 349
349
0.9 1386
231
203.8
203.8
0.9 1387
23 177.534
120.596
177.534
0.9 1388
10 120.596
0.9 1388
13 0
0 0.9
1388
16 130
130
1 1389
3 165
132
0.95 1389
10 16.191
16.191
1 1389
23 105.807
105.807
0.9 1390
3 109
87 0.95
1390
23---------
99.97 99.97
1391
23 72.5
72.5 -0.9
0.9 1392
10--.--
19.324
19.324
1 1392
23 124
124
0.9 1393
3 376
338
0.95 1393
10 90.169
81.152
0.9 1436
2 0
0 0.95
1436
3 1790
1790
0 0.95
1 1436
-
4 0
1436
10 0
0 0.9
1436
24 39.6
39.6 0.9
1436
26 o
0-
0.9 1436
35 169
169
1 1436
38 0.17
0.17 1
1554
1 207
207
0.95 1554
2 84
84 150
0.95 0.9
1555
7 150
1555
10 137.5
137.5
0.9 1563
23 396.869
396.869,
0.9,
L C-- 3 e-
compare
LU Code Real Quantity
Surrogate Quantity
OccupancyRate
1671
16711
1 231
1 138
178.781
12 138
0.95 178.781
0.91 1672
12 0.95
1673
1673
10i
---------1-------
23i280.212
W
23 7.877
126.748
87.077
7.877
0.9 280.212
0.9 1674
126.748
0-9
1674
87.077
0.9 1675
1675
11 23!
-
26 156
21.472
J.- -
5 156
0.951
4 21.472
0.91 -
1437
5 0.9
1438
3 152
152
0.95 1438
23 0
0 0.9
1438
26 0
0 0.9
1438
27 0
0 0.9
1438
29 622
622
1 1439
2 0
0 0.95
1439
3 784
784
0.95 1439
5 0
0 0.95
1439
101
50.91 50.91
0.9 1439
23]
239.51
239.51
0.9 1439
24 61.63
61.63 0.9
1439
25 0
0 0.9
26 837.27
837.27
0.9 ------ - A
.1439
1439
351
2 21
59 281
462
0 361
90 59
281
1 0.95
.1440
1441
1441
1441
1441
462
0 361
90 0.95
0.95 0.95
0.9 1441
10 57*935
57.935
0.9 .1441
13 0
0 0.9
1441
1442
1442
15'
1 2
0 43
214
0 43
214
0.9 0.95
0.95 1442
38 6.79
6.79 1
1443
1 125
125
0.95 1443
2 350
350
0.95 1443
3 54
54 0.95
1443
38 1
2 1
2 1
6.5 94
498.5
139
509
6.5 94
498.5
139
509
1 0.95
0.95 0.9
0.9 1444
-14-44---
1445
1445
1446
124
124
0.95 1446
2 239
239
0.95 1446
38 2.69
2.69 1
1447
1 88
88 0.9
1447
2 415
415
0.9 1448
1 87
103
87 103
0.9 0.9
1448
2 11448,
10,
26.17,
26.17,
0.9
E6 ?> �
compare
I LU Code
I Real Quantity
Surrogate Quantity
OccupancyRate
1448.
---131
2.24 12.19
0.99 2.24
12.19 1448
1448
-9-AT
23 24
0.99 0.91
1449
1449
2 3
95 1166
95 160
0.9 0.9
1449
10 82.235
75.512
09 1449
13 0
0 0.9
.1449
15 23
0 0
0 0.9
1449
0 0.9
1450
2 159
159
0.9 1450
3 188
188
0.9 1450
6 16
16 0.9
1450
10 140.417
133.678
0.9 1450
13 0
0-
0.9 1450
23 0
0 0.9
1451
1 22
22 0.9
1451
2110
110
0.9 1451
3 5
5 0.9
1451
1451
1451
1451
1451
1451
1452
6 7
10 13
15 23
37 0
124
93.218
0 0
0 6
0 124
93.218
0 0
0 6
0.9 0.9
0.9 0.9
0.9 0.9
1 1452
1452
2 3
0 --- -i87.2
0 187.2
0.95 1452
799.8
99.8 0.9
1452
10 187.199
187.199
0.9 1452
13 0
0 0.9
1452
15 0
0 0.9
1452
23 35
35 0.9
1452
37 6
6 1
1453
3 63
63 1453
10 132.772
132.772
0.9 1453
13 0
0 0.9
1453
21 685
685
1 1453
23 3.5
3.5 0.9
1453
24 0
0 0.9
1453
36 15.71
15.71 1
1454
1 1)
0 0.9
1454
2 01
0 0.9
1454
3 1921
192
0.9 1454
10 109.479 [-
105.858
-0.9
1454
110.85
0.85 1
1454
13 0
0.9 1454
15 --0
0--
0 1454
23 42.156
-0.9
0.9 1454
37 4.65
4.65 1
1455
1---
3 3
0.9 114551
21 403,
403,
---
0.9,
r-- r-- -5 �
compare
LU Code
JReal Quantity ]Surrogate
Quantity
OccupancyRate
1455
10 108.22
108.22
0.9 1455
13 9.2
1 9.2
0.9 1455
23 1
0.9 1455
26 38
38 0.9
1456
1 807
807
1456
2 101
101
.0.9
1 1456
3 26
26 -0.9
0.9 1457
1 218
0.9 1457
2 -218
476
476
0.9 1457
3 103
58 26
12.54 103
0.9 1457
1457
1457
5 6
10 58
26 12.54
0.9 0.9
0.9 1457
15 1.25
1.25 0.9
1457
20 58
58 1
1457
28 13.44
13.44 1
1457
29 389
389
1 1457
36 10.05
10.05 1
1457
37 17.4
17.4 1457
38 -------
1.2 1.2
1 1458
1458
1 2
372
684
372
684
0.9 0.9
1458
3 257
253
0.9 1458
7 65
65 1458
10 68.34
63.287
-0.9
0.9 1458
15 0
0 14
12 0
4.8 -0.9
1 0.9
-0.9
1 1458
1458
20 23
14 12
1458
1458
24 32
-- 0
4.8 1458
36 2
2 1
1395
7 164
164
0.9 1395
10 20.19
0.9 1395
13 ----.20.19
0 0
0.9 1396
23 630.221
630.221
0.9 1397
23 104.42
104.42
0.9 1459
1 9
9 0.9
1459
2 131
131
0.9 1459
3 255
246
0.9 1459
7 200
200
1459
10 124.163
111.747
-0.9
0.9 1459
4.25 4.25
1 1459
13 0
0 0.9
1459
15 0
0 0.9
1459
17 0
0 1
1459
21 350
350
1 1459
23 0
0 0.9
1459
33 1.7
1.7 1
1459
37 4.97
4.97 1
1460
1 677
677
0.9 11460,
2,
194
194
0.9,
6 e � �
compare
LU-pode
31 ---V
19 381
1 I Real Qu.antity-..
51 2
0.83 194
f 271
4.99 20
8.29 352
12 Surrogate Quantity
OccupancyRate J____
1460
51 0.9
1460
1460
1461
2 0.83
194
1 0.9
1461
2 271
- -49
6 1461
1461
1461
10 17
201
4.99 0.9
20 8.29
352
0.9 1
1 1461
1461
23 12
0.9 1461,
26 5.04
5.04 0.9
1461
38 0.78
0.78 1
1462
1 32
32 0.9
1463
3 520
520
0.9 1463
10 73.884
73.884
0.9 1463
13 21.55
21.55 0.9
1463
16 34.9
34.9 1
1464
43 43
0.9 1464
2 3119
3119
0.9 1464
4 4
0.9 1464
-6
10 73.07
73.07 0.9
1464
13 16.55
16.55 0.9
1464
1-5
5.43 5.43
0.9 1464
23�
18.37 18.37
0.9 1464
24 2.75
2.75 0.9
1464
33 1.9
1.9 1
1464
36 4
3 1
1464
38 1.62
1.62 1
1465
1465
5 10
397
60.63 397
60.63 0.95
0.9 1465
18.19 0.9
1465.
218
--
218
1 1465
23 �0.31
30.31 -
0.9 1466
2 149
149
0.95 1466
7 754
754
0.9 1466
13 83.93
83.93 0.9
1466
19 16
16 1
1466.
22 64
64 1
1466
23 6
6 0.9
1466
37 2.69
2.69 1
1466
40 2
2 1
1467
3 1185
1185
0.95 1468
29 320
320
1 1469
2 -
808
0.95 1469
3 225
225
0.95 1469
28 6.45
6.45 1
1469
29 294
294
1 1469
30 1801
1801
1 1469
36 34.96
34.96 1
1469
37 34.97
34.97 1
11469,
8,
8,
1
E-: � 3 �
compare
ILU odet
Real_ Quantity
511
Surrogate Quantity OccupancyRate,
14701
2 511
0.95 1470
10 75
19 75
0.9 1470
19 19
1 1470
23 11.66
11.66 0.9
1398
23 40
40 0.9
1399
23 161.49
161.49
0.9 1400
23 48.5
48.5 0.9
1471
1 460
460
0.95 1471
2 1
1472
16 209.75
209.75
1 1473
3 300
300
0.95 1474
1168
168
0.95 1474
2 208
208
0.95 1474
3 736
736
0.95 1474
10 47.5
47.5 0.9
1474
13 6.4
6.4 0.9
1474
38 29.2
29.2 1
1475
25-81.73
81.73 0.9
1475
27 196.42
196.42
0.9 1475
29 52
52 1
1475
33 55.2
55.2 1
1475
36 100.28
100.28
1 1476
2 227
227
0.95 1477
1 500
500
0.95 1478
2 50
50 101
0.95 1479
1 101
0.95 1479
1480
1480
2 2
3 54
144
80 54
144
80 0.95
0.95 0.95
1401
24 86.096
86.096
0.9 1402
3 187
168
0.95 1402
10 44.976
40.478
0.9 1402
23 0
0 0.9
1481
1 101
101
0.95 1481
2 182
182
0.95 1481
10 2.3
2.3 0.9
1482
1 142
142
0.95 1482
2 43
43 0.95
1482
3 73
73 0.95
1482
40 181.2
181.2
1 1483
1 21
21 0.95
1484
7 425
425
0.9 1484
10 21.7
21.7 0.9
1484
13 0
0 0.9
1484
23 965.03
965.03
0.9 1485
9 0
0 0.8
1485
9 1684
1684
0.8 1485
21,
1700
1700
1 1486
2 0
0 0.95
1486
3 645
565
0.95 11486,
10 144.33,
144.33,
0.9,
6s
compare
LU_Code
Real Quantity
Surrogate Quantity
OccupancyRate
1486
13 - 0
0 0.9
_
1486
16 ---. --- 0
- ------ 0
1-
--�-
----
-
---_--
1486
23 -----_- 881
0.9 __
1486
31 _--_-_--_-881
40 40
1 -
1487
2 -_ --_ 69
--
69 0.95
---_-_-
1487
3 _
200
_--
160
0.95 1487
7 _ _
750
750
0.9 1487
10 7.5
7.5 0.9
-
1487
19 ---- 22
22 11
1487
23 11.63
11.63 0.9
1487
40 99.4
99.4 1
1488
2 _
122
122
0.95 1489
2 228
228
0.95 1489
10 _
5 5
0.9 1490
23 115.8
115.8
0.9 1403
3 125
100
0.95 1403
7 471
471
0.9 1403
10 26.8
26.8 0.9
1403
18 _
0 0
1 _
_
1403
23 -_3.9_3.05
10.9 _
393.05
0.9 1403
37 _
10.9 0.9
_
--
1491
23 -----
478.64
---
478.64
0.9 --
1491
24 351.95
351.95
0.9 1492
10 38.1
---- -----
0 38.1
0.9 1492
13 -------
0 0
0.9 -
-------
1492
18 0
1 1492
1492
21 23
2150�
452.11
_ 2150
452.11
1 0.9
1493
1494
1494
1495
23 10
32 1
_- 484.3
1051
65 423
_81
484.3
105
65 423
81 0.9
0.9 1
0.9 1495
2 0.9
1495
10 2.381
2.38 0.9
1495
17 -
62.02 62.02
1 -
1495
1495
20 23
_
283
186.53
_
283
186.53
1 0.9
1495
38 __ 6.53I
6.53 1
1496
1 __ 73L-_
73 0.9
1496
2 256
256
0.9 1496
3 _
152
_
152
0.9 _
1496
29 12.03
12.U3
1 1497
1 143
143
0.9 1497
2 214
_
214
0.9 1497
3 48
48 0.9
1498
1 234
234
0.9 1498
2 0
0 0.9
_
1498
3 _ 48
48 0.9
1498
10 92.44
_
92.44 0.9
1498
13 _
0 0
0.9 1498
23 -- 23.98
23.98 0.9
-
C� 3Ll
compare
LU_Code
Real Quantity
Surrogate Quantity
OccupancyRate
_
14981
14991
1500
1500
38 1
1 38
4 198
---- 178
1.03 849
41 198
---_---_ __-178
1.03 1
0.9 --
0.95 - -
_-
1 0.9
_
1501
1 849
1501
2 0
0 0.9
_
1501
10 106.84
_
106.84
0.9 1501
13 0
0 0.9
1501
15 _
0 _
0 0.9
-
_
1501
21 500
_ _
500
1 -
1501
23 _
36.05 36.05
0.9 1501
24 - 0
0 0.9
1501
38 3
3 1
1502
1 186
186
0.9 1502
2 0
0 0.9
1502
10 104.41
104.41
0.9 1502
13 0
0 0.9
1502
15 0
0 0.9
1502
23 -
33.09 33.09
0.9 -_
1502
24 i_� _
0 0
0.9 1404
3 _
225
180
0.95 _
1404
23 434.953
_
434.953
0.9 1405
3 160
128
0.95 1405
10 _
128.61
128.61
0.9 _
1405
13 - 0
_
0 0.9
_
1405
15 0
0 0.9
1405 23
_
695.157
_
695.157
0.9 1406
3 1125
900
0.95 1406
25 0
0 0.9
1406
26 _
0 0.9
1407
10 _0
31.72 31.72
0.9 1407
15 1.56
_
1.56 0.9
1407
23 _
124.99
_
124.99
0.9 1407
24 3.77
3.77 0.9
1503
1 52
0.9 1503
2 _52
0 _
0 0.9
1503
10 88.02
- 88.02
0.9 1503
13 0
0 0.9
1503
15 0
_
0 0.9
1503
18 0
_ _
0 1
1503
23 _ 9.97
_
9.97 0.9
1503
24 0
0 0.9
1504
1 _
_ 542
542
0.95 1504
2 0
_
0 0.95
_
1504
10 _ 88.02
88.02 0.9
1504
13 _-0
0 0.9
1504
15 _
_ _ _ 0
_
0 0.9
1504
18 0
0 1
1504
23 9.97
9.97 0.9
1504
24 0
0 0.9
_
1504
361
_
12.34 12.34
1 Pagee 12
tc'I/-
compare
LU Code
Real Quantity
Surrogate Quantity
OccupancyRate
15051
1 843
843
0.95 1505
2 -- '0
5-8.9
-0.95
1505
10 58.9
---- 0.9
0.9 1505
13 0
0 0
1505
15 0
0.9 1505
23 35
35 0.9
1505
32 3.8
3.8 1
1505
33 5
5 363
1 1506
1 363
0.95 1506
2 0
0 0.95
1506
3 6
6 0.95.
1507
1 142
142
0.95 1507
38 0.78
0.78 1
1508
1 193
193
0.95 1508
2 137
137
0.95 1508
29 790
790
1 1508
37 5.85
5.85 1
1510
1 200
200
0.95 1511
I
20 20
0.95 1511
10 70.79
70.79 0.9
1512
2 246
246
0.95 1513
1 348
348
0.95 1513
4 100
100
1 1513
1 1
1513
3724.07
24.07 1
1514
1 41
41 0.95
1515
3 410
410
0.95 1515
28 0
0 1
1556
1 206
206
0.9 1556
3 0
0 0.9
1556
38 30
30 1
1558
276
0.9 1558
3 344
344
0.9 1558
23 0
0 0.9
1558
26 0
0 0.9
1558
29 500
500
1 1558
38 10
10 1
1559
1206
206
0.9 1559
3 343
343
0.9 1559
7-
75 ;ff
0.9 1559
10 75
75 0.9
1559
23 0
0 0.9
1559
26 0
0 0.9
1559
39 20
20 1
1 1713
34 834
834
1394
10 115.434
115.434
0.9 pare
.U:\UcJobs\ 01260\01232\TGc'alc\Land-U-se-A--I-t-s---TG-ComI parelu ForModel\[surrogateMxls]corn
e i5 3 977
5-E3 t'
Study Area Land Use By NBTM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler. Archie Tan
NBTM TAZ
Land Use Code
UnKs
Description
Oia Y
1373
10 TSF
General Commercial
36.460
1373
23 TSF
General Office
85.073
1373
24 TSF
Medical Office
0.000
1373
25 TSF
R & D
0.000
1373
26 TSF
Industrial
0.000
1374
10 TSF
General Commercial
42.231
1374
23 TSF
General Office
84.463
1374
24 TSF
Medical Office
0.000
1374
25 TSF
R & D
0.000
1374
26 TSF
Industrial
0.000
1375
10 TSF
General Commercial
61.518
1375
13 TSF
Restaurant
0.000
1375
23 TSF
General Office
123.035
1375
24 TSF
Medical Office
0.000
1375
25 TSF
R & D
0.000
1375
26 TSF
Industrial
0.000
1376
10 TSF
General Commercial
67.464
1376
23 TSF
General Office
134.927
1376
24 TSF
Medical Office
0.000
1376
25 TSF
R & D
0.000
1376
26 TSF
Industrial
0.000
1377
7 ROOM
Hotel
107.000
1377
10 TSF
General Commercial
74.583
1377
23 TSF
General Office
179.700
1377
24 TSF
Medical Office
0.000
1377
25 TSF
R & D
0.000
1377
26 TSF
Industrial
0.000
1378
7 ROOM
Hotel
122.000
1378
10 TSF
General Commercial
85.378
1378
23 TSF
General Office
243.936
1378
24 TSF
Medical Office
0.000
1378
25 TSF
R & D
0.000
1378
26 TSF
Industrial
0.000
1379
3 DU
Apartment
294.000
1379
23 TSF
General Office
240.451
1380
3 DU
Apartment
334.000
1380
23 TSF
General Office
0.000
Tuesday, December 13, 2005
��30
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler. Archie Tan
NBTM TAZ
Land Use Code
Units
Description
Quantity
1381
3 DU
Apartment
275.000
1381
23 TSF
General Office
104.211
1382
3 DU
Apartment
609.000
1382
23 TSF
General Office
73.704
1383
10 TSF
General Commercial
0.000
1383
23 TSF
General Office
202.585
1384
3 DU
Apartment
132.000
1384
10 TSF
General Commercial
41,517
1384
23 TSF
General Office
0.000
1385
7 ROOM
Hotel
349.000
1386
23 TSF
General Office
203.800
1387
23 TSF
General Office
177.534
1388
10 TSF
General Commercial
120.596
1388
13 TSF
Restaurant
0.000
1388
16 TSF
Auto Dealer/Sales
130.000
1389
3 DU
Apartment
132.000
1389
10 TSF
General Commercial
16.191
1389
23 TSF
General Office
105.807
1390
3 DU
Apartment
87.000
1390
23 TSF
General Office
99.970
1391
23 TSF
General Office
72.500
1392
10 TSF
General Commercial
19.324
1392
23 TSF
General Office
124.000
1393
3 DU
Apartment
338.000
1393
10 TSF
General Commercial
81.152
1394
10 TSF
General Commercial
115.434
1395
7 ROOM
Hotel
164.000
1395
10 TSF
General Commercial
20.190
1395
13 TSF
Restaurant
0.000
1396
23 TSF
General Office
630.221
1397
23 TSF
General Office
104.420
1398
23 TSF
General Office
40.000
1399
23 TSF
General Office
161.490
1400
23 TSF
General Office
48.500
1401
24 TSF
Medical Office
86.096
1402
3 DU
Apartment
168.000
1402
10 TSF
General Commercial
40.478
1402
23 TSF
General Office
0.000
1403
3 DU
Apartment
100.000
1403
7 ROOM
Hotel
471.000
Tuesday, December 13, 2005 Page 2 of 17
li 6
Analysis Year:
2040
Reference Number: 01232
Runld.•
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler- Archie Tan
NOW TAZ
land Use Code
UWs
Description
Quantity
1403
10 TSF
General Commercial
26.800
1403
18 TSF
Health Club
0.000
1403
23 TSF
General Office
393.050
1403
37 TSF
Youth Ctr/Service
10.900
1404
3 DU
Apartment
180.000
1404
23 TSF
General Office
434.953
1405
3_
DU
Apartment
128.000
1405
10 TSF
General Commercial
128.610
1405
13 TSF
Restaurant
0.000
1405
15 TSF
Fast Food Restaurant
0.000
1405
23 TSF
General Office
695.157
1406
3 DU
Apartment
900.000
1406
25 TSF
R & D
0.000
1406
26 TSF
Industrial
0.000
1407
10 TSF
General Commercial
31.720
1407
15 TSF
Fast Food Restaurant
1.560
1407
23 TSF
General Office
124.990
1407
24 TSF
Medical Office
3.770
1408
1 DU
Res -Low (SFD)
145.000
1409
7 ROOM
Hotel
300.000
1409
10 TSF
General Commercial
35.000
1409
13 TSF
Restaurant
8.000
1409
23 TSF
General Office
660.000
1409
38 ACRE
Park
3.330
1410
2 DU
Res -Medium (SFA)
88.000
1411
10 TSF
General Commercial
1.380
1411
40 ACRE
Golf Course
15.690
1412
1 DU
Res -Low (SFD)
60.000
1413
2 DU
Res -Medium (SFA)
33.000
1413
18 TSF
Health Club
60.330
1413
23 TSF
General Office
67.950
1413
39 ACRE
Regional Park
45.910
1415
1 DU
Res -Low (SFD)
153.000
1415
36 TSF
Church
8.730
1416
1 DU
Res -Low (SFD)
198.000
1417
1 DU
Res -Low (SFD)
56.000
1418
1 DU
Res -Low (SFD)
59.000
1419
1 DU
Res -Low (SFD)
173.000
1420
1 DU
Res -Low (SFD)
465.000
1421
1 DU
Res -Low (SFD)
116.000
Tuesday, December 13, 2005
C J
Analysis Year:
Runld.•
Land Use:
Network:
2040
NBWP05
nbwp05
pref04
Reference Number. 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler.- Archie Tan
NBTM TAZ
land Use Code
Units
BOSOM
Quantity
1421
2 DU
Res -Medium (SFA)
60.000
1421
3 DU
Apartment
352.000
1421
10 TSF
General Commercial
179.800
1421
13 TSF
Restaurant
4.400
1421
15 TSF
Fast Food Restaurant
3.000
1421
23 TSF
General Office
109.800
1421
24 TSF
Medical Office
109.800
1421
29 STU
Elementary/Private School
636.000
1421
32 TSF
Library
5.200
1422
1 DU
Res -Low (SFD)
490.000
1423
1 DU
Res -Low (SFD)
266.000
1423
37 TSF
Youth Ctr/Service
18.230
1423
38 ACRE
Park
4.000
1424
3 DU
Apartment
1,445.000
1425
3 DU
Apartment
130.000
1425
24 TSF
Medical Office
94.900
1425
36 TSF
Church
24.100
1426
1 DU
Res -Low (SFD)
119.000
1426
36 TSF.
Church
40.000
1427
1 DU
Res -Low (SFD)
315.000
1427
2 DU
Res -Medium (SFA)
235.000
1427
10 TSF
General Commercial
8.400
1427
15 TSF
Fast Food Restaurant
1.700
1427
16 TSF
Auto Dealer/Sales
11.400
1427
23 TSF
General Office
17.600
1427
24 TSF
Medical Office
12.000
1427
30 STU
Junior/High School
2,184.000
1427
35 BEDS
Nursing/Conv. Home
68.000
1427
36 TSF
Church
59.700
1427
37 TSF
Youth Ctr/Service
13.400
1427
38 ACRE
Park
0.400
1428
1 DU
Res -Low (SFD)
257.000
1428
3 DU
Apartment
152.000
1428
7 ROOM
Hotel
140.000
1428
10 TSF
General Commercial
332.520
1428
13 TSF
Restaurant
0.000
1428
15 TSF
Fast Food Restaurant
0.000
1428
16 TSF
Auto Dealer/Sales
0.000
1428
19 CRT
Tennis Club
0.000
1428
20 SLIP
Marina
130.000
Tuesday, December 13, 2005 6' E / Page 4 of 17
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler: Archie Tan
NBTM TAZ
Land Use Code
Units
Description
Qnan "
1428
23 TSF
General Office
75.090
1428
24 TSF
Medical Office
0.000
1428
37 TSF
Youth Ctr/Service
22.310
1429
1 DU
Res -Low (SFD)
656.000
1429
2 DU
Res -Medium (SFA)
13.000
1429
3 DU
Apartment
59.000
1429
21 SEAT
Theater
90.000
1429
29 STU
Elementary/Private School
436.000
1429
37 TSF
Youth Ctr/Service
0.900
1429
38 ACRE
Park
3.030
1430
1 DU
Res -Low (SFD)
30.000
1430
3 DU
Apartment
278.000
1430
6 ROOM
Motel
0.000
1430
7 ROOM
Hotel
64.000
1430
10 TSF
General Commercial
397.851
1430
13 TSF
Restaurant
0.000
1430
15 TSF
Fast Food Restaurant
0.000
1430
16 TSF
Auto Dealer/Sales
0.000
1430
18 TSF
Health Club
0.000
1430
23 TSF
General Office
139.650
1430
33 TSF
Post Office
9,900
1431
3 DU
Apartment
195.000
1431
10 TSF
General Commercial
101.447
1431
13 TSF
Restaurant
0.000
1431
17 TSF
Yacht Club
0.000
1431
23 TSF
General Office
50.355
1432
1 DU
Res -Low (SFD)
200.000
1432
2 DU
Res -Medium (SFA)
379.000
1432
3 DU
Apartment
244.000
1432
6 ROOM
Motel
0.000
1432
7 ROOM
Hotel
53.000
1432
10 TSF
General Commercial
92.848
1432
13 TSF
Restaurant
0.000
1432
23 TSF
General Office
0.000
1432
24 TSF
Medical Office
185.696
1433
1 DU
Res -Low (SFD)
98.000
1433
2 DU
Res -Medium (SFA)
0.000
1433
3 DU
Apartment
142.000
1433
23 TSF
General Office
67.160
1433
24 TSF
Medical Office
352.249
Tuesday, December 13, 2005 Page 5 of 17
Fe�?
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler- Archie Tan
NDTM TAZ
Land Use Cade
Units
Description
Quant"
1433
26 TSF
Industrial
0.000
1433
35 BEDS
Nursing/Conv. Home
270.000
1434
34 BED
Hospital
1,167.000
1435
1 DU
Res -Low (SFD)
68.000
1435
2 DU
Res -Medium (SFA)
28.000
1435
10 TSF
General Commercial
10.800
1435
13 TSF
Restaurant
8.400
1435
15 TSF
Fast Food Restaurant
2.700
1436
2 DU
Res -Medium (SFA)
0.000
1436
3 DU
Apartment
1,790.000
1436
4 DU
Elderly Residential
0.000
1436
10 TSF
General Commercial
0.000
1436
24 TSF
Medical Office
39.600
1436
26 TSF
Industrial
0,000
1436
35 BEDS
Nursing/Conv. Home
169.000
1436
38 ACRE
Park
0.170
1437
26 TSF
Industrial
5.000
1438
3 DU
Apartment
152.000
1438
23 TSF
General Office
0.000
1438
26 TSF
Industrial
0.000
1438
27 TSF
Mini-Storage/Warehouse
0.000
1438
29 STU
Elementary/Private School
622.000
1439
2 DU
Res -Medium (SFA)
0.000
1439
3 DU
Apartment
784.000
1439
5 DU
Mobile Home
0.000
1439
10 TSF
General Commercial
50.910
1439
23 TSF
General Office
239.510
1439
24 TSF
Medical Office
61.630
1439
25 TSF
R & D
0.000
1439
26 TSF
Industrial
837.270
1439
35 BEDS
Nursing/Conv. Home
59.000
1440
2 DU
Res -Medium (SFA)
281.000
1441
1 DU
Res -Low (SFD)
462,000
1441
2 DU
Res -Medium (SFA)
0.000
1441
3 DU
Apartment
361.000
1441
6 ROOM
Motel
90.000
1441
10 TSF
General Commercial
57.935
1441
13 TSF
Restaurant
0.000
1441
15 TSF
Fast Food Restaurant
0.000
1442
1 DU
Res -Low (SFD)
43.000
Tuesday, December 13, 2005 Page 6 of 17
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler: Archie Tan
NDiM iAZ land Use Code Units Description piantity
1442
2 DU
Res -Medium (SFA)
214.000
1442
38 ACRE
Park
6.790
1443
1 DU
Res -Low (SFD)
125.000
1443
2 DU
Res -Medium (SFA)
350.000
1443
3 DU
Apartment
54.000
1443
38 ACRE
Park
6.500
1444
1 DU
Res -Low (SFD)
94.000
1444
2 DU
Res -Medium (SFA)
498.500
1445
1 DU
Res -Low (SFD)
139.000
1445
2 DU
Res -Medium (SFA)
509.000
1446
1 DU
Res -Low (SFD)
124.000
1446
2 DU
Res -Medium (SFA)
239.000
1446
38 ACRE
Park
2.690
1447
1 DU
Res -Low (SFD)
88.000
1447
2 DU
Res -Medium (SFA)
415.000
1448
1 DU
Res -Low (SFD)
87.000
1448
2 DU
Res -Medium (SFA)
103.000
1448
10 TSF
General Commercial
26.170
1448
13 TSF
Restaurant
2.240
1448
23 TSF
General Office
12.190
1448
24 TSF
Medical Office
0.990
1449
2 DU
Res -Medium (SFA)
95.000
1449
.3
DU
Apartment
160.000
1449
10 TSF
General Commercial
75.512
1449
13 TSF
Restaurant
0.000
1449
15 TSF
Fast Food Restaurant
0.000
1449
23 TSF
General Office
0.000
1450
2 DU
Res -Medium (SFA)
159.000
1450
3 DU
Apartment
188.000
1450
6 ROOM
Motel
16.000
1450
10 TSF
General Commercial
133.678
1450
13 TSF
Restaurant
0.000
1450
23 TSF
General Office
0.000
1451
1 DU
Res -Low (SFD)
22.000
1451
2 DU
Res -Medium (SFA)
110.000
1451
3 DU
Apartment
5.000
1451
6 ROOM
Motel
0.000
1451
7 ROOM
Hotel
124.000
1451
10 TSF
General Commercial
93.218
1451
13 TSF
Restaurant
0.000
Tuesday, December 13, 2005
r r�
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network.
pref04
Modeler- Archie Tan
NBTM TAZ
land Use Code
Units
Description
Quantity
1451
15 TSF
Fast Food Restaurant
0.000
1451
23 TSF
General Office
0.000
1451
37 TSF
Youth Ctr/Service
6.000
1452
2 DU
Res -Medium (SFA)
0.000
1452
3 DU
Apartment
187.200
1452
7 ROOM
Hotel
99.800
1452
1G
TSF
General Commercial
187.199
1452
13 TSF
Restaurant
0.000
1452
15 TSF
Fast Food Restaurant
0.000
1452
23 TSF
General Office
35.000
1452
37 TSF
Youth Ctr/Service
6.000
1453
3 DU
Apartment
63.000
1453
10 TSF
General Commercial
132.772
1453
13 TSF
Restaurant
0.000
1453
21 SEAT
Theater
685.000
1453
23 TSF
General Office
3.500
1453
24 TSF
Medical Office
0.000
1453
36 TSF
Church
15.710
1454
1 DU
Res -Low (SFD)
0.000
1454
2 DU
Res -Medium (SFA)
0.000
1454
3 DU
Apartment.
192.000
1454
10 TSF
General Commercial
105.858
1454
11 ACRE
Comm./Recreation
0.850
1454
13 TSF
Restaurant
0.000
1454
15 TSF
Fast Food Restaurant
0.000
1454
23 TSF
General Office
42.156
1454
37 TSF
Youth Ctr/Service
4.650
1455
1 DU
Res -Low (SFD)
3.000
1455
2 DU
Res -Medium (SFA)
403.000
1455
10 TSF
General Commercial
108.220
1455
13 TSF
Restaurant
9.200
1455
23 TSF
General Office
1.000
1455
26 TSF
Industrial
38.000
1456
1 DU
Res -Low (SFD)
807.000
1456
2 DU
Res -Medium (SFA)
101.000
1456
3 DU
Apartment
26.000
1457
1 DU
Res -Low (SFD)
218.000
1457
2 DU
Res -Medium (SFA)
476.000
1457
3 DU
Apartment
103.000
1457
5 DU
Mobile Home
58.000
Tuesday, December 13, 2005
Page-8 of 17
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler. Archie Tan
NOW iAZ
Land Use Code
Udts
Description
Quantity
1457
6 ROOM
Motel
26.000
1457
10 TSF
General Commercial
12.540
1457
15 TSF
Fast Food Restaurant
1.250
1457
20 SLIP
Marina
58.000
1457
28 TSF
Pre-school/Day Care
13.440
1457
29 STU
Elementary/Private School
389.000
1457
36 TSF
Church
10.050
1457
37 TSF
Youth Ctr/Service
17.400
1457
38 ACRE
Park
1.200
1458
1 DU
Res -Low (SFD)
372.000
1458
2 DU
Res -Medium (SFA)
684.000
1458
3 DU
Apartment
253.000
1458
7 ROOM
Hotel
65.000
1458
10 TSF
General Commercial
63.287
1458
15 TSF
Fast Food Restaurant
0.000
1458
20 SLIP
Marina
14.000
1458
23 TSF
General Office
12.000
1458
24 TSF
Medical Office
0.000
1458
32 TSF
Library
4.800
1458
36 TSF
Church
2.000
1459
1 DU
Res -Low (SFD)
9.000
1459
2 DU
Res -Medium (SFA)
131.000
1459
3 DU
Apartment
246.000
1459
7 ROOM
Hotel
200.000
1459
10 TSF
General Commercial
111.747
1459
11 ACRE
Comm./Recreation
4.250
1459
13 TSF
Restaurant
0.000
1459
15 TSF
Fast Food Restaurant
0.000
1459
17 TSF
Yacht Club
0.000
1459
21 SEAT
Theater
350.000
1459
23 TSF
General Office
0.000
1459
33 TSF
Post Office
1.700
1459
37 TSF
Youth Ctr/Service
4.970
1460
1 DU
Res -Low (SFD)
677.000
1460
2 DU
Res -Medium (SFA)
194.000
1460
3 DU
Apartment
51.000
1460
19 CRT
Tennis Club
2.000
1460
38 ACRE
Park
0.830
1461
1 DU
Res -Low (SFD)
194.000
1461
2 DU
Res -Medium (SFA)
271.000
Tuesday, December 13, 2005 Page 9 of 17
Ci C 11
Analysis Year:
Runld:
Land Use:
Network.
2040
NBWP05
nbwp05
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler. Archie Tan
NOW TAZ
land Use Code
Units
Description
Quantity
1461
10 TSF
General Commercial
4.990
1461
13 TSF
Restaurant
20.000
1461
17 TSF
Yacht Club
8.290
1461
20 SLIP
Marina
352.000
1461
23 TSF
General Office
12.000
1461
26 TSF
Industrial
5.040
1461
38 ACRE
Park
0.780
1462
1 DU
Res -Low (SFD)
32.000
1463
3 DU
Apartment
520.000
1463
10 TSF
General Commercial
73.884
1463
13 TSF
Restaurant
21.550
1463
16 TSF
Auto Dealer/Sales
34.900
1464
1 DU
Res -Low (SFD)
43.000
1464
2 DU
Res -Medium (SFA)
3,119.000
1464
6 ROOM
Motel
4.000
1464
10 TSF
General Commercial
73.070
1464
13 TSF
Restaurant
16.550
1464
15 TSF
Fast Food Restaurant
5.430
1464
23 TSF
General Office
18.370
1464
24 TSF
Medical Office
2.750
1464
33 TSF
Post Office
1.900
1464
36 TSF
Church
3.000
1464
38 ACRE
Park
1.620
1465
5 DU
Mobile Home
397.000
1465
10 TSF
General Commercial
60.630
1465
13 TSF
Restaurant
18.190
1465
20 SLIP
Marina
218.000
1465
23 TSF
General Office
30.310
1466
2 DU
Res -Medium (SFA)
149.000
1466
7 ROOM
Hotel
754.000
1466
13 TSF
Restaurant
83.930
1466
19 CRT
Tennis Club
16.000
1466
22 ACRE
Newport Dunes
64.000
1466
23 TSF
General Office
6.000
1466
37 TSF
Youth Ctr/Service
2.690
1466
40 ACRE
Golf Course
2.000
1467
3 DU
Apartment
1,185.000
1468
29 STU
Elementary/Private School
320.000
1469
2 DU
Res -Medium (SFA)
808.000
1469
3 DU
Apartment
225.000
Tuesday, December 13, 2005 �� f y Page 10 of 17
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler.' Archie Tan
NBTM TAZ
Land Use Cade
UnKs
Description
Quantity
1469
28 TSF
Pre-school/Day Care
6.450
1469
29 STU
Elementary/Private School
294.000
1469
30 STU
Junior/High School
1,801.000
1469
36 -
TSF
Church
34.960
1469
37 TSF
Youth Ctr/Service
34.970
1469
38 ACRE
Park
8.000
1470
2 DU
Res -Medium (SFA)
511.000
1470
10 TSF
General Commercial
75.000
1470
19 CRT
Tennis Club
19.000
1470
23 TSF
General Office
11.660
1471
1 DU
Res -Low (SFD)
460.000
1471
38 ACRE
Park
2.000
1472
16 TSF
Auto Dealer/Sales
209.750
1473
3 DU
Apartment
300.000
1474
1 DU
Res -Low (SFD)
168.000
1474
2 DU
Res -Medium (SFA)
208.000
1474
3 DU
Apartment
736.000
1474
10 TSF
General Commercial
47.500
1474
13 TSF
Restaurant
6.400
1474
38 ACRE
Park
29.200
1475
25 TSF
R & D
81.730
1475
27 TSF
Mini-Storage/Warehouse
196.420
1475
29 STU
Elementary/Private School
52.000
1475
33 TSF
Post Office
55.200
1475
36 TSF
Church
100.280
1476
2 DU
Res -Medium (SFA)
227.000
1477
1 DU
Res -Low (SFD)
500.000
1478
2 DU
Res -Medium (SFA)
50.000
1479
1 DU
Res -Low (SFD)
101.000
1479
2 DU
Res -Medium (SFA)
54.000
1480
2 DU
Res -Medium (SFA)
144.000
1480
3 DU
Apartment
80.000
1481
1 DU
Res -Low (SFD)
101.000
1481
2 DU
Res -Medium (SFA)
182.000
1481
10 TSF
General Commercial
2.300
1482
1 DU
Res -Low (SFD)
142.000
1482
2 DU
Res -Medium (SFA)
43.000
1482
3 DU
Apartment
73.000
1482
40 ACRE
Golf Course
181.200
1483
1 DU
Res -Low (SFD)
21.000
Tuesday, December 13, 2005
��� `
Analysis Year.
2040
Reference Number: 01232
Runld.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time. 8:00:00 PM
Network:
pref04
Modeler.• Archie Tan
NTM iAZ
Land Use Code
Units
Description
Quantity
1484
7 ROOM
Hotel
425.000
1484
10 TSF
General Commercial
21.700
1484
13 TSF
Restaurant
0.000
1484
23 TSF
General Office
965.030.
1485
9 TSF
Regional Commercial
1,684.000
1485
10 TSF
General Commercial
0.000
1485
21 SEAT
Theater
1,700.000
1486
2 DU
Res -Medium (SFA)
0.000
1486
3 DU
Apartment
565.000
1486
10 TSF
General Commercial
144.330
1486
13 TSF
Restaurant
0.000
1486
16 TSF
Auto Dealer/Sales
0.000
1486
23 TSF
General Office
881.000
1486
31 TSF
Cultural/Leaming Center
40.000
1487
2 DU
Res -Medium (SFA)
69.000
1487
3 DU
Apartment
160.000
1487
7 ROOM
Hotel
750.000
1487
10 TSF
General Commercial
7.500
1487
19 CRT
Tennis Club
22.000
1487
23 TSF
General Office
11.630
1487
40 ACRE
Golf Course
99.400
1488
2 DU
Res -Medium (SFA)
122.000
1489
2 DU
Res -Medium (SFA)
228.000
1489
10 TSF
General Commercial
5.000
1490
23 TSF
General Office
115.800
1491
23 TSF
General Office
478.640
1491
24 TSF
Medical Office
351.950
1492
10 TSF
General Commercial
38.100
1492
13 TSF
Restaurant
0.000
1492
18 TSF
Health Club
0.000
1492
21 SEAT
Theater
2,150.000
1492
23 TSF
General Office
452.110
1493
23 TSF
General Office
484.300
1494
10 TSF
General Commercial
105.000
1494
32 TSF
Library
65.000
1495
1 DU
Res -Low (SFD)
423.000
.1495
2 DU
Res -Medium (SFA)
81.000
1495
16 TSF
General Commercial
2.380
1495
17 TSF
Yacht Club
62.020
1495
20 SLIP
Marina
283.000
Tuesday, December 13, 2005
����
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler- Archie Tan
NBTM TAZ
Land Use Code
Units
Description
111antity
1495
23 TSF
General Office
186.530
1495
38 ACRE
Park
6.530
1496
1 DU
Res -Low (SFD)
73.000
1496
2 DU
Res -Medium (SFA)
256.000
1496
3 DU
Apartment
152.000
1496
29 STU
Elementary/Private School
12.030
1497
1 DU
Res -Low (SFD)
143.000
1497
2 DU
Res -Medium (SFA)
214.000
1497
3 DU
Apartment
48.000
1498
1 DU
Res -Low (SFD)
234.000
1498
2 DU
Res -Medium (SFA)
0.000
1498
3 DU
Apartment
48.000
1498
10 TSF
General Commercial
92.446
1498
13 TSF
Restaurant
0.000
1498
23 TSF
General Office
23.980
1498
38 ACRE
Park
4.000
1499
1 DU
Res -Low (SFD)
198.000
1500
1 DU
Res -Low (SFD)
178.000
1500
38 ACRE
Park
1.030
1501
1 DU
Res -Low (SFD)
849.000
1501
2 DU
Res -Medium (SFA)
0.000
1501
10 TSF
General Commercial
106.840
1501
13 TSF
Restaurant
0.000
1501
15 TSF
Fast Food Restaurant
0.000
1501
21 SEAT
Theater
500.000
1501
23 TSF
General Office
36.050
1501
24 TSF
Medical Office
0.000
1501
38 ACRE
Park
3.000
1502
1 DU _
Res -Low (SFD)
186.000
1502
2 DU
Res -Medium (SFA)
0.000
1502
10 TSF
General Commercial
104.410
1502
13 TSF
Restaurant
0.000
1502
15 TSF
Fast Food Restaurant
0.000
1502
23 TSF
General Office
33.090
1502
24 TSF
Medical Office
0.000
1503
1 DU
Res -Low (SFD)
52.000
1503
2 DU
Res -Medium (SFA)
0.000
1503
10 TSF
General Commercial
88.020
1503
13 TSF
Restaurant
0.000
1503
15 TSF
Fast Food Restaurant
0.000
Tuesday, December 13, 2005 E�/� Page 13 of 17
Analysis Year:
Run/d:
Land Use:
Network:
2040
NBWP05
nbwp05
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler: Archie Tan
1BTM TAZ
land Use Code
Ufts
Description
Quantity
1503
18 TSF
Health Club
0.000
1503
23 TSF
General Office
9.970
1503
24 TSF
Medical Office
0.000
1504
1 DU
Res -Low (SFD)
542.000
1504
2 DU
Res -Medium (SFA)
0.000
1504
10 TSF
General Commercial
88.020
1504
13 TSF
Restaurant
0.000
1504
15 TSF
Fast Food Restaurant
0.000
1504
18 TSF
Health Club
0.000
1504
23 TSF
General Office
9.970
1504
24 TSF
Medical Office
0.000
1504
36 TSF
Church
12.340
1505
1 DU
Res -Low (SFD)
843.000
1505
2 DU
Res -Medium (SFA)
0.000
1505
10 TSF
General Commercial
58.900
1505
13 TSF
Restaurant
0.000
1505
15 TSF
Fast Food Restaurant
0.000
1505
23 TSF
General Office
35.000
1505
32 TSF
Library
3.800
1505
33 TSF
Post Office
5.000
1506
1 DU
Res -Low (SFD)
363.000
1506
2 DU
Res -Medium (SFA)
0.000
1506
3 DU
Apartment
6.000
1507
1 DU
Res -Low (SFD)
142.000
1507
38 ACRE
Park
0.780
1508
1 DU
Res -Low (SFD)
193.000
1508
2 DU
Res -Medium (SFA)
137.000
1508
29 STU
Elementary/Private School
790.000
1508
37 TSF
Youth Ctr/Service
5.850
1510
1 DU
Res -Low (SFD)
200.000
1511
1 DU
Res -Low (SFD)
20.000
1511
10 TSF
General Commercial
70.790
1512
2 DU
Res -Medium (SFA)
246.000
1513
1 DU
Res -Low (SFD)
348.000
1513
4 DU
Elderly Residential
100.000
1513
18 TSF
Health Club
1.000
1513
37 TSF
Youth Ctr/Service
24.070
1514
1 DU
Res -Low (SFD)
41.000
1515
3 DU
Apartment
410.000
1515
28 TSF
Pre-school/Day Care
0.000
Tuesday, December 13, 2005 r r Al Page 14 of 17
Analysis Year:
2040
Reference Number: 01232
Runld.•
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler- Archie Tan
NDTM TAZ
Land Use Code
Units
Description
Quantity
1516
2 DU
Res -Medium (SFA)
67.000
1516
4 DU
Elderly Residential
100.000
1516
36 TSF
Church
53.200
1517
3 DU
Apartment
160.000
1517
10 TSF
General Commercial
74.000
1517
23 TSF
General Office
9.750
1517
28 TSF
Pre-school/Day Care
13.390
1517
29 STU
Elementary/Private School
406.000
1517
30 STU
Junior/High School
780.000
1517
36 TSF
Church
31.380
1518
1 DU
Res -Low (SFD)
441.000
1518
2 DU
Res -Medium (SFA)
67.000
1518
38 ACRE
Park
0.950
1519
1 DU
Res -Low (SFD)
471.000
1519
38 ACRE
Park
14.230
1'520
1 DU
Res -Low (SFD)
207.000
1521
1 DU
Res -Low (SFD)
580.000
1521
29 STU
Elementary/Private School
498.000
1521
38 ACRE
Park
9.730
1522
1 DU
Res -Low (SFD)
119.000
1522
2 DU
Res -Medium (SFA)
120.000
1522
10 TSF
General Commercial
80.000
1522
23 TSF
General Office
12.900
1523
1 DU
Res -Low (SFD)
149.000
1523
10 TSF
General Commercial
54.000
1525
3 DU
Apartment
1,112.000
1526
1 DU
Res -Low (SFD)
410.000
1526
36 TSF
Church
44.444
1527
2 DU
Res -Medium (SFA)
0.000
1527
38 ACRE
Park
18.500
1528
28 TSF
Pre-school/Day Care
7.320
1528
36 TSF
Church
26.010
1529
1 DU
Res -Low (SFD)
284.000
1530
1 DU
Res -Low (SFD)
40.000
1530
3 DU
Apartment
173.000
1530
32 TSF
Library
5.800
1530
37 TSF
Youth Ctr/Service
16.869
1530
38 ACRE
Park
14.390
1532
30 STU
Junior/High School
450.000
1534
1 DU
Res -Low (SFD)
271.000
Tuesday, December 13, 2005
C- n
Analysis Year:
2040
Reference Number: 01232
Run/d:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler: Archie Tan
NDTM TAZ Land Use Code Units
Desoilption
Quantity
1534
29 STU
Elementary/Private School
600.000
1535
1 DU
Res -Low (SFD)
368.000
1535
2 DU
Res -Medium (SFA)
294.000
1535
3 DU
Apartment
512,000
1536
2 DU
Res -Medium (SFA)
48.000
1536
10 TSF
General Commercial
114.173
1537
1 DU
Res -Low (SFD)
98.000
1537
2 DU
Res -Medium (SFA)
108.000
1538
1 DU
Res -Low (SFD)
144.000
1539
1 DU
Res -Low (SFD)
158.000
1539
7 ROOM
Hotel
250.000
1540
7 ROOM
Hotel
540.000
1541
1 DU
Res -Low (SFD)
55.000
1543
7 ROOM
Hotel
1,210.000
1544
1 DU
Res -Low (SFD)
178.000
1545
1 DU
Res -Low (SFD)
311.000
1547
1 DU
Res -Low (SFD)
212.000
1548
1 DU
Res -Low (SFD)
207.000
1548
2 DU
Res -Medium (SFA)
278.000
1549
1 DU
Res -Low (SFD)
113.000
1550
1 DU
Res -Low (SFD)
329.000
1550
2 DU
Res -Medium (SFA)
169.000
1553
1 DU
Res -Low (SFD)
66.000
1553
2 DU
Res -Medium (SFA)
70.000
1554
1 DU
Res -Low (SFD)
207.000
1554
-2
DU
Res -Medium (SFA)
84.000
1555
7 ROOM
Hotel
150.000
1555
10 TSF
General Commercial
137.500
1556
1 DU
Res -Low (SFD)
206.000
1556
3 DU
Apartment
0.000
1556
38 ACRE
Park
30.000
1558
1 DU
Res -Low (SFD)
276.000
1558
3 DU
Apartment
344.000
1558
23 TSF
General Office
0.000
1558
26 TSF
Industrial
0.000
1558
29 STU
Elementary/Private School
500.000
1558
38 ACRE
Park
10,000
1559
1 DU
Res -Low (SFD)
206.000
1559
3 DU
Apartment
343.000
1559
7 ROOM
Hotel
75.000
Tuesday, December 13, 2005
G �p
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler: Archie Tan
NBTM TAZ
Land Use Code
Units
Description
Quaut"
1559
10 TSF
General Commercial
75.000
1559
23 TSF
General Office
0.000
1559
26 TSF
Industrial
0.000
1559
39 ACRE
Regional Park
20.000
1563
23 TSF
General Office
396.869
1618
1 DU
Res -Low (SFD)
6.000
1671
1 DU
Res -Low (SFD)
138.000
1671
23 TSF
General Office
178.761
1672
1 DU
Res -Low (SFD)
12.000
1673
10 TSF
General Commercial
7.877
1673
23 TSF
General Office
280.212
1674
10 TSF
General Commercial
126.748
1674
23 TSF
General Office
87.077
1675
1 DU
Res -Low (SFD)
156.000
1675
23 TSF
General Office
21.472
1713
34 BED
Hospital
834.000
1714
3 DU
Apartment
673.000
1715
10 TSF
General Commercial
0.000
1715
24 TSF
Medical Office
136.050
1716
24 TSF
Medical Office
220.080
1716
35 BEDS
Nursing/Conv. Home
0.000
Tuesday, December 13, 2005 67rl I Page 17 of 17
Study Area Land Use By OCTAM Taz
Analysis Year:
2040
Runid:
N13WP05
Land Use:
nbwp05
Network:
pref04
Reference Number. 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler: Archie Tan
OCTAM TAZ
Land Use Code
Dosoripbon
2327
10 General Commercial
2327
15 Fast Food Restaurant
2327
23 General Office
2327
24 Medical Office
2327
40 Golf Course
2328
1 Res -Low (SFD)
2328
10 General Commercial
2328
23 General Office
2336
3 Apartment
2336
7 Hotel
2336
10 General Commercial
2336
13 Restaurant
2336
16 Auto Dealer/Sales
2336
23 General Office
2337
7 Hotel
2337
10 General Commercial
2337
13 Restaurant
2337
23 General Office
2337
24 Medical Office
2337
25 R & D
2337
26 Industrial
2338
3 Apartment
2338
10 General Commercial
2338
13 Restaurant
2338
15 Fast Food Restaurant
2338
23 General Office .
2338
25 R & D
2338
26 Industrial
2339
3 Apartment
2339
10 General Commercial
2339
23 General Office
2339
24 Medical Office
2340
7 Hotel
2340
10 General Commercial
2340
13 Restaurant
2340
23 General Office
2341
3 Apartment
Units
Qualut"
TSF
33.100
TSF
1.560
TSF
521.859
TSF
3.770
ACRE
15.690
DU
306.000
TSF
134.625
TSF
567.542
DU
2,201.000
ROOM
349.000 .
TSF
394.214
TSF
0.000
TSF
130.000
TSF
1,404.562
ROOM
229.000
TSF
367.634
TSF
0.000
TSF
851.134
TSF
0.000
TSF
0.000
TSF
0.000
DU
1,208.000
TSF
128.610
TSF
0.000
TSF
0.000
TSF
1,130.110
TSF
0.000
TSF
0.000
DU
168.000
TSF
40.478
TSF
249.990
TSF
86.096
ROOM
164.000
TSF
20.190
TSF
0.000
TSF
734.641
DU
100.000
Tuesday, December 13, 2005
I'e -2 I0 Page 1 of 10
Analysis Year:
Runld:
Land Use:
Network:
UCTAM TAZ Land Use Code
2040 Reference Number. 01232
NBWPO5 Build Date: 11/10/2005
nbwp05 Build Time: 8:00:00 PM
pref04 Modeler Archie Tan
Description
Units
111antity
2341
7 Hotel
ROOM
471.000
2341
10 General Commercial
TSF
26.800
2341
18 Health Club
TSF
0.000
2341
23 General Office
TSF
393.050
2341
37 Youth Ctr/Service
TSF
10.900
2375
1 Res -Low (SFD)
DU
40.000
2375
3 Apartment
DU
173.000
2375
32 Library
TSF
5.800
2375
37 Youth Ctr/Service
TSF
16.869
2375
38 Park
ACRE
14.390
2377
30 Junior/High School
STU
450.000
2378
1 Res -Low (SFD)
DU
329.000
2378
2 Res -Medium (SFA)
DU
169.000
2381
2 Res -Medium (SFA)
DU
281.000
2393
1 Res -Low (SFD)
DU
198.000
2399
1 Res -Low (SFD)
DU
482.000
2399
3 Apartment
DU
687.000
2399
7 Hotel
ROOM
75.000
2399
10 General Commercial
TSF
75.000
2399
23 General Office
TSF
0.000
2399
26 Industrial
TSF
5.000
2399
29 Elementary/Private School
STU
500.000
2399
38 Park
ACRE
10.000
2399
39 Regional Park
ACRE
20.000
2400
1 Res -Low (SFD)
DU
206.000
2400
3 Apartment
DU
0.000
2400
38 Park
ACRE
30.000
2401
1 Res -Low (SFD)
DU
462.000
2401
2 Res -Medium (SFA)
DU
0.000
2401
3 Apartment
DU
361.000
2401
6 Motel
ROOM
90.000
2401
10 General Commercial
TSF
57.935
2401
13 Restaurant
TSF
0.000
2401
15 Fast Food Restaurant
TSF
0.000
2402
2 Res -Medium (SFA)
DU
0.000
2402
3 Apartment
DU
2,726.000
2402
4 Elderly Residential
DU
0.000
2402
5 Mobile Home
DU
0.000
2402
10 General Commercial
TSF
50.910
2402
23 General Office
TSF
239.510
Tuesday, December 13, 2005
C�
Analysis Year:
2040 Reference Number: 01232
Run/d:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler. Archie Tan
OCiAM iAZ
Land U86 Cede
Descripm
UnRs
Quantity
2402
24 Medical Office
TSF
101.230
2402
25 R & D
TSF
0.000
2402
26 Industrial
TSF
837.270
2402
27 Mini-Storage/Warehouse
TSF
0.000
2402
29 Elementary/Private School
STU
622.000
2402
35 Nursing/Conv. Home
BEDS
228.000
2402
38 Park
ACRE
0.170
2403
1 Res -Low (SFD)
DU
98.000
2403
2 Res -Medium (SFA)
DU
0.000
2403
3 Apartment
DU
815.000
2403
10 General Commercial
TSF
0.000
2403
23 General Office
TSF
67.160
2403
24 Medical Office
TSF
708.379
2403
26 Industrial
TSF
0.000
2403
34 Hospital
BED
2,001.000
2403
35 Nursing/Conv. Home
BEDS
270.000
2404
1 Res -Low (SFD)
DU
454.000
2404
2 Res -Medium (SFA)
DU
1,329.500
2404
3 Apartment
DU
54.000
2404
10 General Commercial
TSF
10.800
2404
13 Restaurant
TSF
8.400
2404
15 Fast Food Restaurant
TSF
2.700
2404
38 Park
ACRE
15.980
2405
1 Res -Low (SFD)
DU
339.000
2405
2 Res -Medium (SFA)
DU
1,794.000
2405
3 Apartment
DU
795.200
2405
6 Motel
ROOM
16.000
2405
7 Hotel
ROOM
223.800
2405
10 General Commercial
TSF
862.627
2405
11 Comm./Recreation
ACRE
0.850
2405
13 Restaurant
TSF
11.440
2405
15 Fast Food Restaurant
TSF
0.000
2405
21 Theater
SEAT
685.000
2405
23 General Office
TSF
93.846
2405
24 Medical Office
TSF
0.990
2405
26 Industrial
TSF
38.000
2405
36 Church
TSF
15.710
2405
37 Youth Ctr/Service
TSF
16.650
2406
1 Res -Low (SFD)
DU
807.000
2406
2 Res -Medium (SFA)
DU
101.000
Tuesday, December 13, 2005
ere A Z
Analysis Year.
2040
Reference Number: 01232
Run/d.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler.- Archie Tan
OCTAM TAZ
Land Use Code
0e3011pUM
Units
QuaRmy
2406
3 Apartment
DU
26.000
2407
1 Res -Low (SFD)
DU
886.000
2407
2 Res -Medium (SFA)
DU
392.000
2407
3 Apartment
DU
581.000
2407
6 Motel
ROOM
0.000
2407
7 Hotel
ROOM
117.000
2407
10 General Commercial
TSF
490.699
2407
13 Restaurant
TSF
0.000
2407
15 Fast Food Restaurant
TSF
0.000
2407
16 Auto Dealer/Sales
TSF
0.000
2407
18 Health Club
TSF
0.000
2407
21 Theater
SEAT
90.000
2407
23 General Office
TSF
139.650
2407
24 Medical Office
TSF
185.696
2407
29 Elementary/Private School
STU
436.000
2407
33 Post Office
TSF
9.900
2407
37 Youth Ctr/Service
TSF
0.900
2407
38 Park
ACRE
3.030
2408
1 Res -Low (SFD)
DU
315.000
2408
2 Res -Medium (SFA)
DU
235.000
2408
10 General Commercial
TSF
8.400
2408
15 Fast Food Restaurant
TSF
1.700
2408
16 Auto Dealer/Sales
TSF
11.400
2408
23 General Office
TSF
17.600
2408
24 Medical Office
TSF
•12.000
2408
30 Junior/High School
STU
2,184.000
2408
35 Nursing/Conv. Home
BEDS
68.000
2408
36 Church
TSF
59.700
2408
37 Youth Ctr/Service
TSF
13.400
2408
38 Park .
ACRE
0.400
2409
1 Res -Low (SFD)
DU
257.000
2409
3 Apartment
DU
347.000
2409
7 Hotel
ROOM
140.000
2409
10 General Commercial
TSF
433.967
2409
13 Restaurant
TSF
0.000
2409
15 Fast Food Restaurant
TSF
0.000
2409
16 Auto Dealer/Sales
TSF
0.000
2409
17 Yacht Club
TSF
0.000
2409
19 Tennis Club
CRT
0.000
2409
20 Marina
SLIP
130.000
Tuesday, December 13, 2005 e7 e- ;L3 Page 4 of 10
Analysis Year:
Run/d:
Land Use:
Network:
2040 Reference Number: 01232
NBWP05 Build Date: 11/10/2005
nbwp05 Build Time: 8:00:00 PM
pref04 Modeler.` Archie Tan
UCTAM TAZ
Land Use Code
Desemptbn
Mill
Quantity
2409
23 General Office
TSF
125.445
2409
24 Medical Office
TSF
0.000
2409
37 Youth Ctr/Service
TSF
22.310
2410
1 Res -Low (SFD)
DU
1,276.000
2410
2 Res -Medium (SFA)
DU
1,485.000
2410
3 Apartment
DU
653.000
2410
5 Mobile Home
DU
58.000
2410
6 Motel
ROOM
26.000
2410
7 Hotel
ROOM
265.000
2410
10 General Commercial
TSF
187.574
2410
11 Comm./Recreation
ACRE
4.250
2410
13 Restaurant
TSF
0.000
2410
15 Fast Food Restaurant
TSF
1.250
2410
17 Yacht Club
TSF
0.000
2410
19 Tennis Club
CRT
2.000
2410
20 Marina
SLIP
72.000
2410
21 Theater
SEAT
350.000
2410
23 General Office
TSF
12.000
2410
24 Medical Office
TSF
0.000
2410
28 Pre-school/Day Care
TSF
13.440
2410
29 Elementary/Private School
STU
389.000
2410
32 Library
TSF
4.800
2410
33 Post Office
TSF
1.700
2410
36 Church
TSF
12.050
2410
37 Youth Ctr/Service
TSF
22.370
2410
38 Park
ACRE
2.030
2411
1 Res -Low (SFD)
DU
226.000
2411
2 Res -Medium (SFA)
DU
271.000
2411
3 Apartment
DU
520.000
2411
10 General Commercial
TSF
78.874
2411
13 Restaurant
TSF
41.550
2411
16 Auto Dealer/Sales
TSF
34.900
2411
17 Yacht Club
TSF
8.290
2411
20 Marina
SLIP
352.000
2411
23 General Office
TSF
12.000
2411
26 Industrial
TSF
5.040
2411
38 Park
ACRE
0.780
2412
1 Res -Low (SFD)
DU
43.000
2412
2 Res -Medium (SFA)
DU
3,119.000
2412
6 Motel
ROOM
4.000
Tuesday, December 13, 2005 gc/ ) if
Analysis Year.
2040 Reference Number. 01232
Runld.
NBWP05 Build Date: 11/10/2005
Land Use:
nbwp05 Build Time: 8:00:00 PM
Network.
pref04 Modeler, Archie Tan
UCiAM iAZ
land Use C060
Description _
Units
QUEM
2412
10 General Commercial
TSF
73.070
2412
13 Restaurant
TSF
16.550
2412
15 Fast Food Restaurant
TSF
5.430
2412
23 General Office
TSF
18.370
2412
24 Medical Office
TSF
2.750
2412
33 Post Office
TSF
1.900
2412
36 Church
TSF
3.000
2412
38 Park
ACRE
1.620
2413
1 Res -Low (SFD)
DU
1,397.000
2413
2 Res -Medium (SFA)
DU
337.000
2413
3 Apartment
DU
152.000
2413
10 General Commercial
TSF
197.240
2413
13 Restaurant
TSF
0.000
2413
15 Fast Food Restaurant
TSF
0.000
2413
17 Yacht Club
TSF
62.020
2413
18 Health Club
TSF
0.000
2413
20 Marina
SLIP
283.000
2413
21 Theater
SEAT
500.000
2413
23 General Office
TSF
232.550
2413
24 Medical Office
TSF
0.000
2413
29 Elementary/Private School
STU
12.030
2413
38 Park
ACRE
9.530
2414
1 Res -Low (SFD)
DU
1,748.000
2414
2 Res -Medium (SFA)
DU
0.000
2414
3 Apartment
DU
6.000
2414
10 General Commercial
TSF
146.920
2414
13 Restaurant
TSF
0.000
2414
15 Fast Food Restaurant
TSF
0.000
2414
18 Health Club
TSF
0.000
2414
23 General Office
TSF
44.970
2414
24 Medical Office
TSF
0.000
2414
32 Library
TSF
3.800
2414
33 Post Office
TSF
5.000
2414
36 Church
TSF
12.340
2415
1 Res -Low (SFD)
DU
761.000
2415
2 Res -Medium (SFA)
DU
214.000
2415
3 Apartment
DU
96.000
2415
10 General Commercial
TSF
196.850
2415
13 Restaurant
TSF
0.000
2415
15 Fast Food Restaurant
TSF
0.000
Tuesday, December 13, 2005 C 45 A0 Page 6 of 10
Analysis Year:
2040
Reference Number: 01232
Runld.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler.- Archie Tan
OCiAM iAZ Land Use Code Description Units Quantity
2415
23 General Office
TSF
57.070
2415
24 Medical Office
TSF
0.000
2415
38 Park
ACRE
4.000
2416
1 Res -Low (SFD)
DU
413.000
2416
2 Res -Medium (SFA)
DU
383.000
2416
10 General Commercial
TSF
70.790
2416
29 Elementary/Private School
STU
790.000
2416
37 Youth Ctr/Service
TSF
5.850
2417
1 Res -Low (SFD)
DU
389.000
2417
4 Elderly Residential
DU
100.000
2417
18 Health Club
TSF
1.000
2417
37 Youth Ctr/Service
TSF
24.070
2418
1 Res -Low (SFD)
DU
1,515.000
2418
2 Res -Medium (SFA)
DU
60.000
2418
3 Apartment
DU
1,927.000
2418
10 General Commercial
TSF
179.800
2418
13 Restaurant
TSF
4.400
2418
15 Fast Food Restaurant
TSF
3.000
2418
23 General Office
TSF
109.800
2418
24 Medical Office
TSF
204.700
2418
29 Elementary/Private School
STU
636.000
2418
32 Library
TSF
5.200
2418
36 Church
TSF
64.100
2418
37 Youth Ctr/Service
TSF
18.236
2418
38 Park
ACRE
4.000
2419
1 Res -Low (SFD)
DU
442.000
2419
2 Res -Medium (SFA)
DU
33.000
2419
18 Health Club
TSF
60.330
2419
23 General Office
TSF
67.950
2419
36 Church
TSF
8.730
2419
39 Regional Park
ACRE
45.910
2420
1 Res -Low (SFD)
DU
145.000
2420
2 Res -Medium (SFA)
DU
88.000
2420
7 Hotel
ROOM
300.000
2420
10 General Commercial
TSF
35.000
2420
13 Restaurant
TSF
8.000
2420
23 General Office
TSF
660.000
2420
38 Park
ACRE
3.330
2421
2 Res -Medium (SFA)
DU
511.000
2421
10 General Commercial
TSF
75.000
Tuesday, December 13, 2005 Ec" � Y Page 7 of 10
Analysis Year:
2040 Reference Number. 01232
Runld.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler. Archie Tan
OCTAM TAZ
Land Ose Code
Description
NO
Quan"
2421
19 Tennis Club
CRT
19.000
2421
23 General Office
TSF
11.660
2421
29 Elementary/Private School
STU
320.000
2422
2 Res -Medium (SFA)
DU
808.000
2422
3 Apartment
DU
1,410.000
2422
28 Pre-school/Day Care
TSF
6.450
2422
29 Elementary/Private School
STU
294.000
2422
30 Junior/High School
STU
1,801.000
2422
36 Church
TSF
34.960
2422
37 Youth Ctr/Service
TSF
34.970
2422
38 Park
ACRE
8.000
2423
2 Res -Medium (SFA)
DU
149.000
2423
5 Mobile Home
DU
397.000
2423
7 Hotel
ROOM
754.000
2423
10 General Commercial
TSF
60.630
2423
13 Restaurant
TSF
102.120
2423
19 Tennis Club
CRT
16.000
2423
20 Marina
SLIP
218.000
2423
22 Newport Dunes
ACRE
64.000
2423
23 General Office
TSF
36.310
2423
37 Youth Ctr/Service
TSF
2.690
2423
40 Golf Course
ACRE
2.000
2424
2 Res -Medium (SFA)
DU
419.000
2424
3 Apartment
DU
725.000
2424
7 Hotel
ROOM
750.000
2424
10 General Commercial
TSF
156.830
2424
13 Restaurant
TSF
0.000
2424
16 Auto Dealer/Sales
TSF
0.000
2424
19 Tennis Club
CRT
22.000
2424
23 General Office
TSF
1,008.430
2424
31 Cultural/Leaming Center
TSF
40.000
2424
40 Golf Course
ACRE
99.400
2425
7 Hotel
ROOM
425.000
2425
9 Regional Commercial
TSF
1,684.000
2425
10 General Commercial
TSF
21.700
2425
13 Restaurant
TSF
0.000
2425
21 Theater
SEAT
1,700.000
2425
23 General Office
TSF
965.030
2426
10 General Commercial
TSF
143.160
2426
13 Restaurant
TSF
0.000
Tuesday, December 13, 2005
r J h
Analysis Year:
2040
Reference Number: 01232
Runld.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler. Archie Tan
DCTAM TAZ
Land Use Code
Description
Units
Want"
2426
18 Health Club
TSF
0.000
2426
21 Theater
SEAT
2,150.000
2426
23 General Office
TSF
936.410
2426
32 Library
TSF
65.000
2427
23 General Office
TSF
478.640
2427
24 Medical Office
TSF
351.950
2428
1 Res -Low (SFD)
DU
168.000
2428
2 Res -Medium (SFA)
DU
208.000
2428
3 Apartment
DU
736.000
2428
10 General Commercial
TSF
47.500
2428
13 Restaurant
TSF
6.400
2428
25 R & D
TSF
81.730
2428
27 Mini-Storage/Warehouse
TSF
196,420
2428
29 Elementary/Private School
STU
52.000
2428
33 Post Office
TSF
55.200
2428
36 Church
TSF
100.280
2428
38 Park
ACRE
29.200
2429
3 Apartment
DU
300.000
2429
16 Auto Dealer/Sales
TSF
209.750
2430
1 Res -Low (SFD)
DU
601.000
2430
2 Res -Medium (SFA)
DU
331.000
2431
1 Res -Low (SFD)
DU
460.000
2431
38 Park
ACRE
2.000
2432
1 Res -Low (SFD)
DU
264.000
2432
2 Res -Medium (SFA)
DU
369.000
2432
3 Apartment
DU
153.000
2432
10 General Commercial
TSF
2.300
2432
40 Golf Course
ACRE
181.200
2433
1 Res -Low (SFD)
DU
416.000
2433
2 Res -Medium (SFA)
DU
0.000
2433
3 Apartment
DU
1,112.000
2433
28 Pre-school/Day Care
TSF
7.320
2433
36 Church
TSF
70.454
2433
38 Park
ACRE
18.500
2434
1 Res -Low (SFD)
DU
149.000
2434
10 General Commercial
TSF
54.000
2435
1 Res -Low (SFD)
DU
1,051.000
2435
3 Apartment
DU
410.000
2435
28 Pre-school/Day Care
TSF
0.000
2435
29 Elementary/Private School
STU
498.000
Tuesday, December 13, 2005 ��� �y Page 9 of 10
Analysis Year:
2040
Reference Number: 01232
Runld.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler: Archie Tan
OCTAM TAZ
Land Use Code
Description
Units
Wantity
2435
38 Park
ACRE
23.960
2436
1 Res -Low (SFD)
DU
560.000
2436
2 Res -Medium (SFA)
DU
187.000
2436
10 General Commercial
TSF
80.000
2436
23 General Office
TSF
12.900
2436
38 Park
ACRE
0.950
2437
1 Res -Low (SFD)
DU
207.000
2437
2 Res -Medium (SFA)
DU
67.000
2437
3 Apartment
DU
160.000
2437
4 Elderly Residential
DU
100.000
2437
10 General Commercial
TSF
74.000
2437
23 General Office
TSF
9.750
2437
28 Pre-school/Day Care
TSF
13.390
2437
29 Elementary/Private School
STU
406.000
2437
30 Junior/High School
STU
780.000
2437
36 Church
TSF
84.580
2438
1 Res -Low (SFD)
DU
652.000
2438
2 Res -Medium (SFA)
DU
294.000
2438
3 Apartment
DU
512.000
2439
1 Res -Low (SFD)
DU
164.000
2439
2 Res -Medium (SFA)
DU
226.000
2439
10 General Commercial
TSF
114.173
2440
1 Res -Low (SFD)
DU
803.000
2440
2 Res -Medium (SFA)
DU
278.000
2440
29 Elementary/Private School
STU
600.000
2441
7 Hotel
ROOM
540.000
2442
1 Res-Low(SFD)
DU
144.000
2443
1 Res -Low (SFD)
DU
158.000
2443
7 Hotel
ROOM
250.000
2444
1 Res -Low (SFD)
DU
142.000
2444
38 Park
ACRE
0.780
2445
1 Res -Low (SFD)
DU
233.000
2445
38 Park
ACRE
1.030
2447
7 Hotel
ROOM
1,210.000
2782
1 Res -Low (SFD)
DU.
311.000
2785
1 Res -Low (SFD)
DU
207.000
2785
2 Res -Medium (SFA)
DU
84.0do
2785
7 Hotel
ROOM
150.000
2785
10 General Commercial
TSF
137.500
2786
1 Res -Low (SFD)
DU
178.000
Tuesday, December 13, 2005 C ✓ P 7 Page 10 of 10
Study Area Land Use for City of Newport Beach
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 8:00:00 PM
Network:
pref04
Modeler- Archie Tan
Land Use Cade
0e3011PbM
grits
Quantity
1 Res -Low (SFD)
DU
20,402.000
2 Res -Medium (SFA)
DU
14,222.500
3 Apartment
DU
19,114.200
4 Elderly Residential
DU
200.000
5 Mobile Home
DU
455.000
6 Motel
ROOM
136.000
7 Hotel
ROOM
6,412.800
9 Regional Commercial
TSF
1,684.000
10 General Commercial
TSF
5,268.840
11 Comm./Recreation
ACRE
5.100
13 Restaurant
TSF
198.860
15 Fast Food Restaurant
TSF
15.640
16 Auto Dealer/Sales
TSF
386.050
17 Yacht Club
TSF
70.310
18 Health Club
TSF
61.330
19 Tennis Club
CRT
59.000
20 Marina
SLIP
1,055.000
21 Theater
SEAT
5,475.000
22 Newport Dunes
ACRE
64.000
23 General Office
TSF
11,209.939
24 Medical Office
TSF
1,657.561
25 R & D
TSF
81.730
26 Industrial
TSF
885.310
27 Mini-Storage/Warehouse
TSF
196.420
28 Pre-school/Day Care
TSF
40.600
29 Elementary/Private School
STU
5,555.030
30 Junior/High School
STU
5,215.000
31 Cultural/Learning Center
TSF
40.000
32 Library
TSF
84.600
33 Post Office
TSF
73.700
34 Hospital
BED
2,001.000
35 Nursing/Conv. Home
BEDS
566.000
36 Church
TSF
465.904
37 Youth Ctr/Service
TSF
189.209
38 Park
ACRE
183.680
39 Regional Park
ACRE
65.910
40 Golf Course
ACRE
298.290
Tuesday, December 13, 2005 3 O
APPENDIX FF
GENERAL PLAN BUILDOUT WITH PROJECT LAND USE CHANGE
FROM GENERAL PLAN BUILDOUT WITHOUT PROJECT BY TAZ
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
Quantity
OccupancyRate
LU_Code
Quantity
OccupancyRate
1373
10 35.08
0.9 10
36.46 0.9
1373
23 78.13
0.9 23
85.073
0.9 1373
24 0
0.9 24
0 0.9
1373
25 0
0.9 25
0 0.9
1373
26 12.19
0.9 26
0 0.9
1374
10 35.08
0.9 10
42.231
0.9 1374
23 78.13
0.9 23
84.463
0.9 1374
24 0
0.9 24
0 0.9
1374
25 0
0.9 _
25 0
0.9 1374
26 12.19
0.9 26
0 0.9
1375
10 54.46
_
0.9 10
61.518
0.9 1375
13 0
0.9 13
0 0.9
.1375
23 117.2
0.9 23
123.035
0.9 _ 1375
24 0
0.9 24
0 0.9
�1375
250
0.9 25
0 0.9
1375
26 18.29
0.9 26
0 0.9
_
1376
10 56.13
0.9 10
67.464
0.9 _
1376
23 125.01
0.9 23
134.927
0.9 1376
24 0
0.9 24
0 0.9
1376
25 0
0.9 25
0 0.9
1376
26 19.51
0.9 26
0 0.9
1377
7 107
0.9 1377
10 80.68
0.9 10
74.583
0.9 1377
23 179.7
0.9 23
179.7
0.9 1377
24 0
0.9 24
0 0.9
1377
25 0
0.9 25
0 0.9
1377
26 28.05
0.9 26
0 0.9
1378
7 122
0.9 1378
10 91.21
0.91 10
85.378
0.9 23
203.14
0.9 23
243.936
0.9 _1378
1378
24 0
0.9 24
0 0.9
1378
25 0
0.9 25
0 0.9
1378
26 31.7
0.9 26
0 0.9
1379
3 294
0.95 1379
23 468.349
0.9 231
240.451
0.9 1380
31 334
0.95 13801
23 152.776
0.9 231
0 0.9
1381
_
3i
275
0.95 1381
23 .
213.637
0.9 23
104.211
0.9 1382 i
3 609
0.95 1382
_
23 321.53
0.9 23
73.704
0.9 1383
10 15.011
275.267
0.9 0.9
10 23
0 202.585
0.9 0.9
_
1383
23 1384
3 132
0.95 1384
10 7.87
9.9 10
41.517
0.9 1384
23 91.756
0:9
23 0
0.9 1385
7 349
0.9 7
349
0.9 1386
23 228.21
0.9 23
203.8
0.9 1387
23 184.32
0.9 23
177.534
0.9 1388
10 106.11
0.9 10
120.596
0.9 1388
13 0
0.9 13
0 0.9
1388
16 130
-1
16 130
1 1389
3 132
0.95 13891
10 46.31
1 _
10 16.191
1 f�
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
I Quantity
OccupancyRate
LU_Code
I Quantity
OccupancyRate
13891
23 201.78
0.9 23
105.807
0.9 13901
3 87
0.95 1390
23 146.48
0.9 23
99.97 0.9
1391
23 97.42
0.91 23
72.5 0.9
1392
10 17.78
11 10
19.324
1 1392
23 160.59
0.9I
23 _
124
0.9 1393
3 338
0.95 1393
10 79.906
0.9 10
81.152
0.9 1394
10 115.434
0.9 1395
7 164
0.9 7
164
0.9 1395
10 120
0.9 10
20.19 0.9
1395
13 0
0.9 13
0 0.9
1396
23 630.221
0.9 23
630.221
0.9 1397
23 104.42
0.9 23
104.42
0.9 1398
23 40
0.9 23
40 0.9
1399
23 161.49
0.9 23
161.49
0.9 1400
23 48.5
0.9 23
48.5. 0.9
1401
24 86.096
0.9 24
86.096.
0.9 1402
3 168
0.95 1402
10 40.478
0.9 1402
23 45.794
0.9 23
0 0.9
1403
3 100
0.95 1403
7 471
0.9 7
471
0.9 1403
10 16
0.9 10
26.8 0.9
1403
18 0
11 18
0 1
1403
23 393.05
0.9 23
393.05
0.9 1403
37,
_
IT 10.9
0.9 37
10.9 0.9
1404
3 180
.0.95
1404
231
434.953
0.9 23
434.953
0.9 1405
3 128
0.95 1405
10 129.3
0.9 _
10 128.61
0.9 1405
13 0
0.9 13
- 0
0.9 1405
15 0
0.9 15
0 0.9
1405
23 688.16
0.9 _
23 695.157
0.9 1406
3 900
0.95 1406
25 0
0.9 25
0 0.9
1406
26 430
0.9 26
0 0.9
1407
10 31.72
0.9 10
31.72 0.9
1407
15 1.56
_
0.9 15.
1.56 0.9
1407
23 124.99
0.9 23
124.99
0:9
1407
24 3.77
0.9 24
3.77 0:9
1408
1 145
0.95 1
145
0.95 1409
7 3001
0.9 7
300
0.9 1409
10 351
0.9 10
35 0.9
1409
13 8
0.9 13
8 0.9
1409
23 660
0.9 23
660
0.9 1409
38 3.33
1 38
3.33 1
1410
2 88
0.95 2
88 0.95
1411
10 1.38
0.9 10
1.38 0.9
141 '1
40 15.69
11 40
15.69 _
1 1412
1 60
0.95 1
60 0.95
0.95 1413
2 33
0.951
2 33
1413
18 60.33
11 18
60.33 1
1413
231
67.95 0.9
23 67.95
0.9 rpi�
WITHOUT PROJECT 7WITH
PROJECT
NbtmTAZ
LU_Code
Quantity
OccupancyRate
LU_Code
IQuantity
_
OccupancyRate
1413
391
45.91 1
39 45.91
1 1415
_
1 - 153
0.95 1
153
_
0.95 1415
36 8.73
1 36
8.73 1
1416
1 198
0.95 1
1.98 0.95
1417
1 56
0.95 1
56 0.95
1418
1 59
0.95 1
59 0.95
1419
1 173
0.95 1
173
0.95 1420
1 465
0.95 1
465
0.95 1421
116
0.95 I
116
0.95 1421
2 60
0.95 2
60 0.95
1421
3 352
0.95 3
352
0.95 1421
10 174.8
0.9 10
179.8
0.9 142.1
13 4.4
0.9 13
4.4 0.9
1421
15 3
0.9 15
3 0.9
1421
23 214.7'
0.9 23
109.8
0.9 1421
24 43.2
0.9 24
109.8
0.9 1421
29,
636
1 29
.636
1 1421
32 5.2
1 32
5.2 1
1422
1 490
0.95 1
490
1 0.95
1423
1 266
0.95 1
266
0.95 1423
371
18.23. 1
37 18.23
1 1423
38 4
1 38
4 1
1424
3'
1445
0.95 3
1445
0.95 1425
1 3
130
_
0.9 1425
10 1.7
0.9 _14251
_ -_ 23
128.8
0.9 94.9
0.9 1425
24 1425
36 24.1
1 36
24.1 1
1426
1 151
0.95 1
119
0.95 1426
_ _
36 40
11 36
40 11
1427
1 315
0.95 1
315
0.95 1427
2 _ _
235
0.95 _
2 235
0.95 1427
10 8.4
0.9 10
8.4 0.9
1427
15 1.7
0.9 15
1.7 0.9
1427
16 11.4
16 11.4
1 1427
23 I -- - 17.6
_1
0.9 23
17.6 0.9
1427
241
12 0.9
24 12
0.9 1427
30 21841
1 30
2184
1 1427
35 68
1 35
68 I
1427
36 59.7
_
1 36
59.7 1
1427
37 13.4
1 37
13.4 1
1427
38 1
0.4 1
38 0.4
1 1428
257
0.95 1
257
0.95 . 3
1521
0.95 3
152
0.95 ----1428
1428
7 140
0.9 7
140
0.9 14281
10 332.52
0.9 10
332.52
0.9 1428
13 0
0.9 13
0 0.9
1428
15 0
0.9 15 ,
0 0.9
1428
16 0
1 16
0 1
1428
19 0
1 19
_
0 I
1428
20 130
1 20
130
1 1428
23 75.09
0.9 23
75.09 0.9
1428
24 0
0.9 24
0 0.9
1428
371
22.31 1
37 22.311
1 FP7
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
Quantity
OccupancyRate
LU_Code
Quantity
OccupancyRate
1429
1 656
0.95 1
656
0.95 1429
2 13
0.951
2 _
13 0.95
1429
3 59
0.95,
3 59
0.95 1429
21 90
1 21
90 1
1429
29 436
1 29
436
1 1429
_
37 _ _
0.9 _ _
1 37
0.9 1
1429
38 3.03
1 38
3.03 1
1430
1 30
0.95 1
30 0.95
1430
3 278
0.95 1430
61 0
0.9 6
0 0.9
1430
7 64
0.9 7
64 0.9
1430
10 275.98
0.9 10
397.851
0.9 1430
13 GI
0.9 13
0 0.9
1430
15 0
0.9 15
0 0.9
1430
16 0
1 16
0 1
1430
18 0
1 18
0 1
1430
23 283.82
0.9 23
139.65
0.9 1430
33 9.9
1 33
9.9 1
1431
3 361
0.95 3
195
0.95 1431
10 149.91
0.9 10
101.447
0.9 1431
13 0
0.9 13
0 0.9
1431
17 0
1 17
0 _ 1
1431
23 77.65
0.9 23
50.355
_
0.9 1432
1 205
0.95 1
200
0.95 1432
2 379
0.95 2
379
0.95 1432
3 8
0.95 3
244
0.95 1432
6 0
0.9 6
0 0.9
1432
7 53
_ _ 0.9
_
7 53
0.9 1432
10 66.38
0.9 10
92.848
0.9 1432
_
13 0
_
0.9 13
0 0.9
1432
_
23 135.73
0.9 23
0 0.9
1432
24 11.29
0.9 24
185.696
0.9 14331
98 0.95
1 98
0.95 1433
2 0
0.95 2
0 0.95
1433
3 142
0.95 3
142
0.95 1433
23 67.16
0.9 23
67.16 0.9
1433
24 24.46
0.9 24
352.249
0.9 1433
26 298.12
6.9 26
0 0.9
1433
35 270
1 35
270
1 1434
34 1167
'1
34 1167
11 14351
1 68
0.95 1
68 0.95
1435
2 28
0.95 2
28 0.95
1435
10 10.8
0.9 10
10.8 0.9
1435
13 8.4
0.9 13
8.4 0.9
1435
15 2.7
0.9 15
2.7 _
0.9 1436
2 0
0.95 2
0 0.95
1436
3 1370
0.95 3
1790
0.95 1436
4 0
1 4
0 1
1436
10 3.5
0.9 10,
0 0.9
1436
24 39.6
0.9 .241
39.6 0.9
1436
26 48.002
_ 0.9
26 0
0.9 1436
35 169
1 35
169
1 1436
_
38 _
0,171
I
38 0.17
1 1437
_
26 51
0.9,
26 5
0.9 rr
WITHOUT PROJECT WITH PROJECT
NbtmTAZ
LU_Code
Quantity
,OccupancyRate LU_Code I Quantity
_
OccupancyRate
1438
3 23
152
_ _ _ 0.95
_ _ 0.9
1438
23 57.4
0.9 0
1438
26 8.33
0.9 26
_
- - 0.9
1438
27 0
0.9 27
_0
0 - ---
0.9 1438
29 622
1 29
622
I
1439
2 0
0.95 2
0 0.95
1439
3 464
0.95 3
784
0.95 1439
5 0
0.95 _
5 0
0.05 1439
10 50.91
0.9 -0.9
10 50.91
0.9 1439
23 239.51
23 239.51
0.9 14391
24 61.63
0.9 24
61.63 0.9
1439
25 0
__
0.9 25
0 0.9
1439
26 _
837.27
0.9 26
837.27
0.9 1439
_ _
35 59
1 35
59 I
1440
_
2 281
0.95 2
281
0.95 1441
1 462
0.95 1
462.
0.95 1441
_
2 . 0
0.95 2
0 0.95
3 2.93
0:95
3 361
0.95 _144'I
1441
6 90
0.9 6
90 0.9
1441
10 50.03
0.9 10
57.935
1 0.9
1441
13 0
0.9 13
0 0.9
1441
15 0
0.9 15
0 0.9
1442
1 43
0.95 11
43 0.95
1442
. 2
214
0.95 2
214
0.95 1442
38 6.79
1. 38
6.79 1
1443
1 125
0.95 1
125
_ _
0.95 1443
2 350
0.95 2
350
0.95 1443
3 54
0.95 3
54 _
0.95 1443
38 6.5
1 38
6.5 1
1444
1 94
0.95 1
94 0.95
1444
2 498.5
0.95•
2 498.5
0.95 14451
1 139
0.9 _
1 139
0-.9
1445
2 509
0.9 2
509
0.9 1446
1 124
0.95 1 -,
124
0.95 1446
2 239
0.95 2'
239
0.95 1446
38 2.69
_
1 38
2.69 1
1447
1 88
_ _
0.9 I
88 0.9
1447
2 415
0.0 2
415
0.9 1448
1 _ 87
0.9 1
87 0.9
1448
2 103
0.9 2
103
0.9 1448
10 26.17
0.9 10
26.17 0.9
1448
_
13 2.24
0.9 13
2.24 0.9
1448
_ _-_
23 12.191
0.9 23
12.19 0.9
-- -1448
24 0.991
0.9 24
0.99 0.9
1449
2 95
0.9 2
95 0.9
1449
3 160
0.9 1449
10 74.9
0.9 10
75.512
0.9 1449
13 0
0.9 13
0 _
0.9 1449
15 0
0.9 15
0 _
0.9 1449
23 20.02
0.9 23
0 0.9
1450
2 159
0.9 2
159
0.9 1450
3 3
0.9 3
_
188
0.9 1450
6 16
0.9 6
16 0.9
1450
10 67.59
0.9 _
10 133.678
0.9 FF7
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
Quantity
OccupancyRate
LU_Code
Quantity
OccupancyRate
1450
13 01
35.75 0.9
0.9 13
0 0.9
1450
23 23
0 0.9
1451
1 22
0.9 1
22 0.9
1451
2 110
0.9 2
110
0.9 1451
3 5
0.9 3
5 0.9
1451
6 3
0.9 6
0 0.9
14511
7 22
0.9 7
124
0.9 14511
la
82.75 0.9
10 93.218
0.9 14511
13 0
0.9 13
0 0.9
14511
15 0
0.9 15
0 0.9
1451
23 8
0.9 23
0 _ _ 0.9
1451
37 6
1 1452
2 12
0.9 2
0 0.9
1452
3 187.2
0.95 1452
7 99.8
0.9 1452
10 130.51
0.9 10
187.199
0.9 1452
13 a
0.9 13
0 0.9
1452
15 0
0.9 15
0 0.9
1452
23 90.22
0.9 23
35 0.9
1452
37 6
1 J 37
6 1
1453
3 63
0.95 1453
10 1.11.58
10 132.772
0.9 1453
13 0
_0.91
0.91 13
a
0.9 1453
21 685
_
1 21
685
1 1453
23 119.9
90.71 0.9
23 3.5.
0.9 1453
24 0.9
24 0
0.9 1453
_
36 26.01
1 36
15.71 1
1454
1 41
_
0.9 1
0 0.9
1454
2 172
0.9 2
0 0.9
1454
3 192
0.9 1454
10 201.78
0.9 10
105.858
0.9 1454
11 0.85
1 11
-0.85
1 1454
13 .0
0.9 13
0 0.9
1454
15 0
0.9 15
a
0.9 1454
23 101.5
0.9 23
42.156
_
0.9 1454
37 4.65
1 37
4.65 _ 1
1455
1 3
0.9 1
3 _ 0.9
1455
2 403
0.9 2
403
0.9 1455
10 108.22
0.9 10
1_08.22
_
0.9 1455
13 9.2
0.9 13
9.2 0.9
1455
23-
1 0-.9
23 1
0.9 1455
26 38
0.9 26
38 0.9
1456
1 1040
0.9 1
807
0.9 1456
2 102
0.9 2
101
0.9 1456
3 26
0.9 3
26 0.9
1457
1 218
_
0.9 1
218
0.9 1457
2 476
0.9 2
476
0.9 1457
_
3 _ _
103
0.9 3
103
0.9 1457
_ ___ _
5 58
0.9 5
581
0.9 _
1457
6 26
0.9 6
261
0.9 1457
101
.12.54
0.9 10
12.54 0.9
1457
151
1.25 0.9
15 1.25
0.9 1457
20 58
1 201
58 1
1457
281
13.441
1 28.
13.44 1
F/::, g
WITHOUT PROJECT
I WITH PROJECT
NbtmTAZ
LU_Code
Quantity
OccupancyRate
LU_Code
Quantity
OccupanoyRate
1457
29 389
1 29
389
1 1457
36 10.05
1 36
10.05 1
1457
37 17.4
1 37
17.4 1
1457
38 1.2
1 1
38 1.2
1 1458
1 3661
0.9 1
372
0.9 1458
2 6841
0.9 2
684
0.9 1458
3 173
0.9 3
253
0.9 1458
7 65
_
0.9 1458
10 20.81
0.9 10
63.287
0.9 1458
15 0
0.9 15
0 0.9
1458
20 14
1 20
14 1
1458
23 29.26
0.9 23
_
12 0.9
1458
24 0
0.9 24
0 0.9
1458
32 4.8
1 32
4.8 1
1458
36 2
1 _
36 2
1 1459
1 9
_
0.9 1
9 0.9
1459
2 131
0.9 2
131
0.9 1459
3 69
0.9 3
246
0.9 1459
7 34
_ 0.9
7 200
0.9 1459
10 196.53
_ 0.9
10 111.747
0.9 1459
11 _ 4.25
1 11
4.25 1
1459
0 0.9
13 0
0.9 1459
_13
15 _ _
0 0:9
15 0
0.9 1459
�17
0 1
17 0
1 1459
21 350
1 21
350
1 1459
23 60
0.9 23
0 0.9
1459
33 1.7
1 33
1.7 1
1459
37 4.971
1 37
4.97 1
1460
1 677
0.9 1
677
0.9 1460
2 194
0.9 2
194
0.9 1460
3 51
0.9 3
51 0.9_
1460
19 2
1 19
2 -.-- - - - 1
1460.
38 0.83
1 38
0.83 1
1461
1 194
0.9 11
194
0.9 1461
2 271
0.9 2
_
271
0.9 1461
10. 4.99
0.9 10
4.99 0.9
1461
13 20
0.9 13
20 0.9
1461
17 8.29
1 17.
8.29 1
1461
20'
352
1 20
3521
1 1461
23 12
0.9 _ _
23 12
0.9 1461
26 5.04
0.9 26
5.04 0.9
1461
38 0.78
_
1 38
1 3
0.78 32
520
1 0.9
0.9 1462
1 32
0.9 1463
3 520
0.9 1463
10 112.45
0.9 10
73.884
0.9 _ 1463
13 21.55
0.9 13
21.55 0.9
1463
16 34.9
1 16
34.9 1
1464
1 43
0.9 1
43 0.9
1464
2 3119
0.9 2
3119
0.9 1464
6 4
0.9 6
4 0.9
1464
10 73.07
0.9 10
73.07 0.9
1464
13 16.55
0.9 13
16.55 0.9
1464
15. 5.43
0.9 15
5.43 0.9
1464
23 18.37
0.9 281
18.37 0.9
ffy
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
Quantity
OccupancyRate
ILU_Code
iQuantity
OccupancyRate
1464
24 2.75
0.9 241.2.75
0.9 1464
33 1.9
'1
33!
1.9 1
1464
36 3
1 36'
3 1
1464
38 1.62
1 381,
1.62 1
1465
5 397
0.95 5
397
0.95 1465
10 60.63
0.9 10
60.63 0.9
1465
13 18.191
0.9 13
18.19 0.9
1465
20 218
1 20
218
1 1465
231
30.31 0.9
23 30.31
0.9 1466
2 ` 149
0.95 2
149
0.95 1466
7 754
0.9 7
754
-- 0.9
1466
13 83.93
. 0.9
13 83.93
0.9 1466
19 16,
1 19
16 _ 1
1466
22 64
1 22
64 1
1466
23 6
0.9 23
_
6 0.9
1466
37 2.69
1 37
2.69 1
1466
40 2
1 40
2 1
1467
3 1185
0.95 3
1185
0.95 1468
29 3201
1 29
320
1 1469
2 808j
2 808
0.95 1469
3 225
_ 0.95
3 225
0.95 1469
28 6.45
1 28
6.45 1
1469
29 294
-----=------ -----
1 29
294
1 1469
30 1801
1 30
1801
1 1469
36 _
34.96 1
36 34.96
1 1469_
37 34.97
1 37
34.97 1
1469
38 8
1 38
8 1
1470
2 511
_
0.95 2
511
0.95 1470
10 89.777
0.9 10
75 0.9
1470
19 19
1 19
19 1
1470
23 11.66
_
01.9 23
11.66 0.9
1471
1 460
0.95 1
460
0.95 1471
38 2
_
1 38
2 1
1472
16 209.75
1 16
209.75
1 1473
3 300
_
0.95 3
300
0.95 1474
1 168
0.95 1
168
0.95 1474
2 20&
&.95
2 208
-_ 0.95
1474
3 10
736
0.95 3
736
0.95 1474
50 0.9
10 47.5
_ _
0.9 1474
13 6.4
0.9 13
6.4 0.9
1474
38 14.2
- 1
38 _
29.2 1475
25 81.73
0.9 _ _
25 81.73
0.9 1475
27 196.42
0.9 27
196.42
0.9 1475
29 52
1 29
52 1
1475
33 55.2
_
1 33
55.2 1
1475
36 _ 100.28
__
1 36
100.28
1 1476
2 227
0.95 2
227
0.95 _
1477
_
1 500
0.95 1
500
0.95 1478
2 50
0.95 2
50 0.95
1479
1 101
0.95 1
101
0.95 1479
2 54
0.95 2
54 0.95
1480
2 144
0.95 2
144
0.95 1480
3 .8010.951
3 80
0.95 1481
10'I
0.951
11 101
0.95 rip 16
WITHOUT PROJECT 71WITH.
PROJECT _
NbtmTAZ
I LU_Code
Quantity
ToccupancyRate
LU_Code
Quantity
Occu_pancyRate
1481
2 182
0.95 2
182
_ 0.95
1481
10 2.3
0.9 10
2.3,
0.9 1482
1 142
0.95 1
_ _
142
0.95 1482
2 43
0.95 2
43 0.95
1482
3 73
3 73
0.95 1482
40 181-.2
-0.95-----
1 40
181.2
1 1483
1 0.95
1 21
0.95 ---1484
- - - 7
_21
425
--- _-- 0.9
7 425
0.9 1484
10 21.7
0.91 10
21.7 0.9
1484
13 0
0.9 13
0 0.9
1484
23 955.03
_
0.91 23
965.03
0-9
1485
9 1559
0.81 9
1684
0.8 1485
10 0
0.9 10
0 0.9
1485
21 1700
1 21
1700
1 1486
2 0
0.95 ! 2
0 0.95
1486
3 245
0.95 3
565
0.95 1486
10 144.33
0.9 10
144.33
0.9 1486
13 0
0.9 13
0 0.9
1486
16 0
1 16
0 1
1486
23 881
0.9 23
881
0.9 1486
31 40
1 31
40 1
1487
2 69
0.95 2
69 0.95
1487
3 160
0.95 1487
7 611
0.9 7
750
0.9 1487
10 7.5
0.9 10
7.5 0.9
1487
19 22
1 19
22 1
1487
23 11.63
0.9 23
_
11.63 0.9
1487
40 99.4
1 _
40 99.4
1 1488
2 122
6.95 0.95
2 122
0.95 1489
2 228
2 228
0.95 1489
10 _ 5
0.9 10
5 0.9
1490
23 115.8
0.9 23
115.8
0.9 1491
23 468.64
0.9 231
478.64
0.9 1491
24 351.95
0.9 241
351.95
0.9 14921
10 38.1
0.9 10
38.1 0.9
1492
13 0
0.9 13
0 0.9
1492
18 0
1 18
0 1
1492
21 2150
1 211
2150
1 1492
23 442.11
0.9 231
452.11
0.9 1493
23 484.3
0.9 23
484.3
0.9 1494
10 105
0.9 10
105
0.9 1494
.32
65 1
32 65
1 1495
1 423
0.9 1
423
0.9 1495
2 81
0.9 2
81 0.9
1495
10 2.38
0.9 10
2.38 0.9
1495
17 62.02
1 17
62.02 1
1495
20 283
1 20
283
1 1495
23 186.53
0.9 186.53
0.9 1495
38 6.53
1 _23
38 _
6.53 1
1496
1 73
0.9 _
1 73
0.9 1496
2 256
0.9 2
256
0.9 1496
3 152
0.9 3
152
0.9 _ 1496
1497
29 12.03
_
1 29
12.03 1
1 143
0.9 1
.143
0.9 r-r //
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
ILU Code
Quantity
loccupancyRate
LU Code
I Quantity
lOccupancyRate
14971
2 214
0.9 2
214
0.9 14971
3 48
0.9 3
48 0.9
14981
1 234
0.9 1
234
0.9 1498
2 0
0.9 2
0 0.9
14981
3 48
0.9 3
48 0.9
1498
10 92.44
0.9 10
92.44 0.9
1498
13 0
0.9 13
- -- -
0 0.9
1498
23 23.98
0.9 23
23.98 0.9
1498
-- 38
---3.6
-----_-------1
38 4
1 _--
1499
1 198
- - - ---- 0.9
1 198
0.9 1500
1 178
0.95 1
178
0.95 1500
38 1.03
1 38
1.03 1
1501
1 849
0.9 1
849
0.9 1501
2 0
0.91 2
0 0.9
1501
10 106.84
0.9 10
106.84
0.9 1501
13 0
0.9 13
0 0.9
1501
15 0
0.9 15
0 0.9
1501
21 500
1 21
500
1 1501
23 36.05
0.9 23
36.05 0.9
1501
24 0
0.9 24
0 0.9
1501
38 2.5
1 38
3 1
1502
1 186
0.9 1
186
0.9 1502
2 0
0.9 2
0 0.9
1502
10 104.41
0.9 10
104.41
0.9 1502
13 0
0.9 13
0 0.9
1502
15 0
0.9 15
0 0.9
1502
23 33.09
0.9 23
33.09 0.9
1502
24 0
0.9 24
0 0.9
1503
1 52
0.9 1
52 0.9
1503
2 0
0.9 2
.0
0.9 1503
10 88.02
0.9 10
88.02 0.9
1503
13 0
_
0.9 13
0 0.9
_
1503
15 _
0 0.9
15 0
0.9 1503
18 0
_ _ _
1 18
0 1
1503
23 9.97
0.9 23
9.97 0.9
1503
24 0
0.9 24
0 0.9
1504
1 542
0.95 1
542
0.95 1504
2 0
0.95 2
0 0.95
1504
10 88.02
0.9 10
88.02 0.9
1504
13 0
0.9 13
0 0.9
1504
15 0
0.9 15
0 0.9
1504
18 0
1 18
0 1
1504
23 9.97
0.9 23
9.97 0.9
1504
24 0
0.9 24
0 0.9
1504
36 12.34
1 36
12.34 1
1505
1 843
0.95 1
843
0.95 1505
2 0
0.95 2
0 0.95
15051
10 58.9
0.9 10
58.9 0.9
1505
13 0
0.9 13
0 0.9
1506
15 0
0.9 15
0 0.9
1505
23 35
0.9 23
35 0.9
1505
32 3.8
1 32
3.8 1
1505
33 51
1 33
5 1
1506
11 3631
0.951
1 3631
0.95 rp/I
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
I Quantity
lOccupancyRate
_
LU_Code
Quantity
OccupancyRate
1506
2 0
0.95 2
0 0.95
1506
3 6
0.95 3
6 0.95
1507
1 142
0.95 1
142
0.95 1507
38 0.78
1 _
38 0.78
1 1508
1 193
0.95 1
193
0.95 _
1508
_
2 137
_
0.95 2
137
0.95 1508
29 790
1 29
790
1 1508
37 5.85.
1 37
5.85 1
1510
1 200
0.95 I
200
0.95 1511
1 20
0.95 1
20 0.95
1511
10 70.79
0.9 10
70.79 0.9
1512
2 246
0.95 2
246
0.95 1513
1 348
0.95 1
348
0.95 1513
4 100
1,
4 . 100
1 1513
18 1
1 18
1 1
1513
37 24.07
1 37
24.07 1
1514
1 41
0.951
1 41
0.95 1515
3 388
0.951
3 410
0.95 1515
28 8.4
11 28
0 1
1516
2 67
0.95 2
67 0.95
1516
.4
100
1 4
100
1 1516
36 88.7
1 36
53.2 1
1517
3 160
G.951
3 160
0.95 1517
10 79.453
0.9 10
74 0.9
1517
23 9.75
0.9 _
23 9.75
0.9 1517
28 13.39
1 28
13.39 1
1517
.29
406
1 291
406
1 1517
30 780
1 30
780
1 1517
36 _
31.38 1
361
31.38 1
1518
1 441
0.95 I
441
0.95 1518
2 67
0.95 2
67 0.95
_
1518
38 0.95
1 38
0.95 1
1519
1 471
0.95 1
471
0.95 1519
38 14.23
1 38
14.23 1
1520
1 207
`0.95
-
1 207
0.95 1521
1 580
0.95 1
580
0.95 1521
29 498
1 29
498
1 1521
38 9.73
1 38
9.73 1
1522
1 119
0.95 I
119
0.95 1522
2 120
0.95 2
1201
0.95 1522
10 106.217`
0.9 10
80 0.9
1522
231
12.9 0.9
23 12.9
0.9 1523
1 212
0.95 1
149
0.95 1523
10 55
0.9 10
0.9 1525
3 1148
0.95 3
_54
1112
_ -
0.95 1526
1 410
0.95 1
1 410
0.95 1526
36 44.444
1 36
44.444
1 1527
2 0
2 0
0.95 1527
38 18.5
.---0.95
1 38
18.5 1
1528
28 7.32
28 7.32
'I
1528
_
36 26.01
1 36
26.01 1
1529
11 154
0.95 1
284
0.95 1530
1 22
0.95 1
401
0.95 1530
3 284
0.95 31
173
0.95 r-p / 3
WITHOUT PROJECT 7FWITH
PROJECT
NIbtmTAZ
ILU_Code
Quantity
jOccupancyRate
ILU_Code
I Quantity
I OccupancyRate
1530
32 5.8
1 32
5.8 1
1530
37 16.869
1 37
16.869
1 1530
38 14.39
1 38
14.39 1
1532
30 450
1 30
450
1 1534
1 147
0.95 1
271
0.95 1534
29 600
1 29
600
I
1535
1 200
0.95 1
368
0.95 1535
2 559
0.95 2
294
0.95 1535
3 841
0.95 3
512
0.95 1536
2 48
0.95 2
48 0.95
1536
10 114.173
0.9 10
114.173
0.9 1537
1 98
0.95 1
98 0.95
1537
2 108
0.95 2
108
0.95 1538
1 144
0.95 1
144
0.95 1539
1 158
0.95 I
158
0.95 1539
7 250
0.9 7
250
0.9 1540
7 540
0.9 7
540
0.9 1541
1 55
0.95 1
55 0.95
1543
7 1210
0.9 7
1210
0.9 1544
1 178
0.95 1
178
0.95 1545
1 _ '311
0.95 1
311
0.95 _
1547
1 212
0.95 1
212
0.95 1548
1 112
0.95 1
207
0.95 1548
2 529
0.95 2
278
0.95 1549
1 61
0.95 1
113
0.95 1550
1 179
0.95 1
329
0.95 1550
2 322
0.95 2
169
0.95 1553
1 66
0.95 _
1 66
0.95 1553
2 70
0.95 2
70 0.95
1554
1 207
0.95 1
207
0.95 1554
2 84
0.95 2
84 0.95
0.9 15551
7 150
0.9 7
150
15551
10 137.5
0.9 10
1 137.5
0.9 1556
206
0.9 1556
3 1220
0.9 3
0 0.9
1556
38 30
1 1558
1 276
0.9 1558
3 1052
0.9 3
344
0.9 1558
23 117.8
0.9 23
0 0.9
1558
26 82.2
_
0.9 26
0 0.9
1558
29 500
1 1558
38 10
1 1559
1 225
0.9 1
206
0.9 1559
3 238
0.91 3
343
0.9 1559
1 7
75 0.9
1559
10 50
0.91 10
75 0.9
1559
23 117.8
0.9 23
0 0.9
1559
26 82.2
0.9 26
0 0.9
1559
39 20
1 1563
23 396.869
0.9 23
396.869
0.9 1618
1 6
0.95 1
6 0.95
1671
1 138
0.95 1
138
0.95 1671
23 178.781
0.9 23
178.781
0.9 1672
1 12
0.95 1
12 0.95
pr-ly
WITHOUT PROJECT
WITH PROJECT
NbtmTAZ
LU_Code
Quantity
lOccupancyRate
ILU_Code
I Quantity
Occ_ a_ ncyRate
1673
10 7.8771
0.9 10
7.877
_u_p_
0.9 1673
23 280.212
0.9 23
280.21_2
0.9 1674
10 126.748
0.9 10
1.26.748
0.9 1674
23 87.077
0.9 23
1 87.077
0.9 1675
1 156
0.95 156
0.95 1675
23 21.472
0.9 23
21.472
0.9 1713
34 834
1 34
834
1 1714
3 673
_
0.95 3
673
0.95 1715
10 0
0.9 10
0 0.9
24 136.05
0.9 24
136.05
0.9 24
220.08
0.9 24
220.08
0.9 A
35 0
1 35
0 1
200\01232\Excel\FinalAlts\ NBLuCom areTAZ.xls Compare
p r,s
THIS PAGE INTENTIONALLY LEFT BLANK
I:r-p14
APPENDIX GG
GENERAL PLAN BUILDOUT WITH PROJECT SOCIOECONOMIC DATA (SED)
SED From Land Use by NBTM Taz
Analysis Year:
2040
Reference Number: 01232
Runld.•
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler Archie Tan
Occupied
occupied
Single
Mum
Non -
Family
Fan*
group
Elam/IOgh
Resident
Dwelling
Owning
Quarters
Employed
Retal
Service
Other School
Univ/College
NOi1N iAZ
Units
Units
Populatlon
Population
Residents
Employees Employees
Employees Students
Enrdm fft
1373
76 45
216
1374
86 46
215
1375
125
66 313
1316
137
73 344
1377
165
210
503
1378
193
257
670
1379
279
475
363
28 114
594
1380
317
539
412
0 6
3 1381
261
444
340
12 52
259
1382
579
984
752
9 45
187
1383
24 91
498
1384
125
213
163
75 10
9 1385
31 377
157
1386
24 92
501
1387
21 80
436
1388
412
61 152
1389
125
213
163
45 53
264
1390
83 141
107
12 47
246
1391
8 33
178
1392
53 60
309
1393
321
546
417
146
21 18
1394
208
21 21
1395
51 181
77 1396
74 284
1,548
1397
12 47
257
1398
5 18
98 1399
19 73
397
1400
6 22
119
1401
23 194
77 1402
160
271
207
73 10
9 1403
95 162
124
137
761
1,183
1404
171
291
222
51 199
1,070
Tuesday, December 13, 2005 Page 1 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
Occupied
Ingle
MUM
Non-
Fandly
Family
Group
Elem/ligh
Resident
Dwelling
Dwelling
Quarters
Deployed
Retal
Service
Other
School
Uriv/Colege
NRTM TAZ
Units
Units
Populatlon
Population
Residents
Employees
Employees
Employees
Students
Enrolment
1405
122
207
158
313
338
1,732
1406
855
1,454
1,112
17 9
1407
77 70
317
1408
138
344
220
3 21
4 1409
187
629
1,767
1410
84 201
125
2 1
1411
4 10
0 1412
57 143
91 1
9 2
1413
31 75
47 44
210
167
1415
145
363
233
3 29
13 1416
188
470
301
4 28
6 1417
53 133
85 1
8 2
1418
56 140
90 1
8 2
1419
164
411
263
3 25
5 1420
442
1,104
707
9 66
13 1421
110
391
981
697
388
369
513
636
1422
466
1,164
745
9 70
14 1423
253
-
632
404
5 168
8 1424
1,373
2,334
1,785
27 14
1425
117
199
152
26 235
ill
1426
113
283
181
2 49
43 1427
299
223
68 1,352
814
.49
251
473
2,184
1428
244
144
856
578
638
441
332
1429
623
68 1,683
1,089
13 105
87 436
1430
29 264
520
389
740
253
457
1431
185
315
241
188
45 144
1432
190
592
1,733
1,145
226
532
219
1433
93 135
270
732
324
105
920
513
1434
1,634
3,268
1435
65 27
225
143
49 12
10 1436
1,701
169
3,060
2,211
11 174
70 1437
10 1438
144
245
188
0 3
95 622
1439
745
59 1,325
968
136
288
2,324
Tuesday, December 13, 2005 G&- ,/ Page 2 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
occupied
Single
Multi
Non-
Fandly
Family
group
Elam/High
Resident
Oweling
Dwelling
Quarters
Eabyed
Retall
Service
Other
School
WOW
NB'FM TAZ
Ihits
Units
Population
Population
Residents
Employees Employees Employees
Students
Enrollment
1440
267
641
400
5 3
1441
439
343
1,680
1,148
121
164
43 1442
41 203
590
370
1 14
3 1443
119
384
1,182
755
2 29
7 1444
89 474
1,360
853
2 23
7 1445
125
458
1,237
537
3 28
8 1446
118
227
839
.529
2 24
6 1447
79 374
959
415
2 19
6 1448
78 93
367
162
56 26
40 1449
230
424
192
136
18 16
1450
312
588
264
242
45 30
1451
20 104
259
113
179
198
74 1452
178
302
142
350
203
166
1453
60 102
48 246
53 63
1454
0 173
294
138
196
77 124
1455
3 363
768
329
217
28 105
1456
726
114
1,829
827
15 ill
23 1457
196
573
1,578
687
38 290
94 389
1458
335
843
2,416
1,071
129
170
97 1459
8 339
642
291
227
310
122
1460
609
221
1,785
803
14 96
24 1461
175
244
896
394
103
59 99
1462
29 63
29 1
4 1
1463
468
796
374
238
33 63
1464
39 2,807
5,980
2,565
192
104
106
1465
377
830
377
179
25 120
1466
142
340
212
346
853
436
1467
1,126
1,914
1,463
23 11
1468
48 320
1469
981
2,206
1,429
342
359
2,095
1470
485
1,165
728
155
28 79
1471
437
1,093
699
9 67
13 1472
315
63 210
1473
285
485
371
6 3
Tuesday, December 13, 2005 G6,5 Page 3 of 6
Analysis Year:
2040
Runld:
NBWP05
Land Use:
NBWP05
Network
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler. Archie Tan
Occupied
Occupied
Sigglo
Mudd
NOR -
Family
Fan*
Group
BUM/ligh
Resident
Dwelling
Dwoong
Quarters
Employed
Retail
Service
Other
School
Um401011e
NOW TAZ
Units
Units
Populotial
Population
Residents
Employees
Employees
Employees
Students
Enrolment
1474
160
897
2,062
1,461
104
68 25
1475
6 388
574
52 1476
216
518
323
4 2
1477
475
1,188
760
10 71
14 1478
48 114
71 1
0 1479
96 51
363
230
2 15
3 1480
213
458
304
4 2
1481
96 173
655
413
6 18
5 1482
135
110
553
367
21 131
5 1483
20 50
32 0
3 1
1484
190
897
2,566
1485
1,768
492
627
1486
537
912
698
363
553
2,236
1487
218
416
296
114
881
407
1488
116
278
174
2 1
1489
217
520
325
9 5
3 1490
14 52
285
1491
151
1,007
1,493
1492
143
253
1,161
1493
57 218
1,190
1494
189
214
84 1495
381
73 991
446
99 302
505
1496
66 367
861
383
1 17
7 12
1497
129
236
761
337
3 24
6 1498
211
43 537
245
173
62 82
1499
178
392
178
4 27
5 1500
169
423
271
3 26
5 1501
764
0 1,681
764
217
162
141
1502
167
0 368
167
195
59 105
1503
47 0
103
47 161
27 42
1504
515
0 1,287
824
170
107
68 1505
801
0 2,002
1,281
127
178
129
1506
345
6 872
559
7 52
10 1507
135
337
216
3 21
4 Tuesday, December 13, 2005 Page 4 of 6
G� 6
Analysis. Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler.- Archie Tan
occupied
occupied
Single
MOM
Non-
fandly
family
Group
Elem/1119h
Resident
Oweing
Oweing
Quarters
Employed
Retail
Service
Bther
School
Univ/Colege
NB'FM TAZ
Units
Units
Population
Population
Residents
Employees Employees
Employees
Students
Enrolment
1508
183
130
771
489
4 71
125
790
1510
190
475
304
4 29
6 .
1511
19 48
30 128
16 13
1512
234
561
351
5 2
1513
331
100
967
554
7 221
10 1514
39 97
62 1
6 1
1515
390
662
506
8 4
1516
164
293
120
44 54
1517
152
258
198
134
140
248
1,186
1518
419
64 1,200
766
8 65
13 1519
447
1,119
716
9 76
13 1520
197
492
315
4 29
6 1521
551
1,378
882
11 88
91 498
1522
113
114
556
352
148
39 51
1523
142
354
226
100
31 14
1525
1,056
1,796
1,373
21 11
1526
390
974
623
8 94
56 1527
0 0
0 11
0 1528
72 26
1529
276
675
432
5 40
8 1530
38 164
374
274
1 153
9 1532
68 450
1534
257
644
412
5 39
98 600
1535
350
766
2,371
1,611
7 68
18 1536
46 109
68 206
21 21
1537
93 103
479
303
2 .16
4 1538
137
342
219
3 21
4 1539
150
375
240
26 293
117
1540
49 583
243
1541
52 131
84 1
8 2
1543
109
1,307
545
1544
169
423
271
3 25
5 1545
295
739
473
6 44
9 1547
201
504
322
4 30
6 Tuesday, December 13, 2005 Page 5 of 6
G�7
Analysis Year:
2040
Reference Number: 01232
Run/d:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
NDTIH TH
1548
1549
1550
1553
1554
1555
1556
1558
1559
1563
1618
1671
1672
1673
1674
1675
1713
1714
1715
1716
Occupied
single
Family
Dwemrg
Units
197
107
313
63 197
185
248
185
6 131
11 148
occupied
Multi
Non -
Family
Group
Elom/ligh
Resident
Dwelling
Quarters
Deployed
Retall
Service
other
School
Univ/College
Urns
population
Population
RenidontS
Employees
Employees
Employees
Students
Enrolment
264
1,125
711
4 35
9 268
172
2 16
3 161
1,167
741
6 50
11 67
316
200
1 11
3 80
683
434
4 31
7 261
187
92 0
464
297
4 46
6 310
1,147
800
5 49
86 500
309
988
698
145
140
56 46
179
975
14 9
0 1
0 328
210
24 100
443
29 18
0 2
0 47
128
690
238
62 237
371
237
5 32
57 1,168
2,335
639
1,087
831
13 6
37 306
122
0 0
59 495
198
Tuesday, December 13, 2005 Page 6 of 6
66— is
SED From Land Use by OCTAM Taz
Analysis Year.
2040
Reference Number. 01232
Run/d.
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler..- Archie Tan
OCTAM TH
Occupied
Single
Famly
Dwaine
Units
Occupied
Mum
Fan*
Oweng
Units
group
Quarters
PoPulatiai
Population
Wayed
Residents
Retell Service Other
Employees Empbyees Employees
Ekon/ligh
School
Students
Non-
Resident
Uriv/Colege
EnroMent
2327
128
259
1,293
2328
291
727
465
315
323
1,427
2336
2,091
3,555
2,718
1,107
1,161
3,831
2337
782
697
2,260
2338
1,148
1,951
1,492
364
555
2,811
2339
160
271
207
125
317
701
2340
137
511
1,882
2341
95 162
124
137
761
1,183
2375
38 164
374
'274
1 153
9 2377
68 450
2378
313
161
1,167
741
6 50
11 2381
267
641
400
5 3
2393
188
470
301
4 28
6 2399
434
618
2,136
1,498
150
190
151
500
2400
185
0 464
297
4 46
6 2401
439
343
1,680
1,148
121
164
43 2402
2,590
228
4,630
3,367
147
465
2,489
622
2403
93 774
270
1,819
1,155
201
4,536.
6,443
2404
431
1,314
4,197
2,651
56 103
34 2405
305
2,343
5,300
2,341
1,627
695
633
2406
726
114
1,829
827
15 111
23 2407
842
924
3,936
2,623
979
890
763
436
2408
299
223
68 1,352
814
49 251
473
2,184
2409
244
330
1,171
819
826
485
476
2410
1,148
1,976
6,421
2,853
409
866
338
389
2411
203
712
1,755
797
341
96 163
2412
39 2,807
5,980
2,565
192
104
106
2413
1,257
440
3,636
1,640
478
508
695
12 2414
1,661
6 4,161
2,664
303
337
208
2415
685
279
2,058
927
375
172
199
2416
392
364
1,854
1,174
135
120
147
790
2417
370
100
1,064
616
8 226
11 Tuesday, December 13, 2005
/ q
Co I
Analysis Year.
2040
Reference Numbers 01232
Runid:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler- Archie Tan
Occupied
Occupied
Single
Mufti
Non-
Fauft
Family
Group
EioW%h
Resident
Dwelpg
Dwelling
Quarters
Employed
Retail
Service
Other
School
Ordv/Colege
OCTAM TAZ
Orits
Urns
Population
Population
Residents
Employees
Employees
Employees
Students
Enrolment
2418
1,439
1,881
6,836
4,760
440
993
717
636
2419
420
31 1,125
719
53 280
189
2420
138
84 545
346
189
652
1,771
2421
485
1,165
728
155
28 127
320
2422
2,107
4,119
2,893
365
370
2,095
2423
519
1,169
589
525
877
556
2424
1,087
2,126
1,492
500
1,493
2,932
2425
1,959
1,389
3,193
2426
389
685
2,435
2427
151
1,007
1,493
2428
160
897
2,062
1,461
110
456
599
52 2429
285
485.
371
315
69 213
2430
571
314
2,182
1,385
11 92
20 2431
437
1,093
699
9 67
13 2432
251
496
1,715
1,116
27 157
13 2433
395
1,056
2,784
2,006
8 199
93 2434
142
354
226
100
31 14
2435
998
390
3,158
2,104
20 172
109
498
2436
532
178
1,756
1,118
156
104
64 2437
197
316
1,043
633
138
213
308
1,186
2438
619
766
3,046
2,042
12 108
26 2439
156
215
905
571
209
48 27
2440
763
264
2,541
1,617
15 120
116
600
2441
49 583
243
2442
137
342
219
3 21
4 2443
150
375
240
26 293
117
2444
135
337
216
3 21
4 2445
221
553
354
4 34
7 2447
109
1,307
545
2782
295
739
473
6 44
9 2785
197
80 683
434
265
218
99 2786
169
423
271
3 25
5 Tuesday, December 13, 2005 Page 2 of 2
Sm from Land Use for City of Newport Beach
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
Occupied
Single
NO - Famlly
Non -
Family
Maim
Group
Elem/High
Resident
Dwelling
units
Quarters
Employed Retail Service Other School
110401e9e
units
Population
Population Residents Employees Employees Employees Students EnroIMHt
19,105
31,793
566
108,421 66,581 15,480 27,336 45,312 10,770
Tuesday, December 13, 2005 Page 1 of 1
Supplemental 3ED by NBTM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler Archie Tan
Occupied
Occupied
Single
Multi
Non -
Family
Family
Group
Elem/ffjh
Resident
Owelling
OWN
darters
Employed
Retail Service Other
School
Uofv/Colege
NOW iAZ Units
Units
PoPulatlon
Population Residents
Employees Employees Employees
Students
Enrolment
1414 80
0 0
237 113
2 57 53
4 0
1531 202
237
2 791 559
89 61 43
0 0
1532 21
0 0
66 35
0 0 0
0 0
Tuesday, December 13, 2005 /� Page 1 of 1
Supplemental SED by OCTAM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Occupied
Single
Mnitl
Non -
Family
Family
Group
Elem/ligh
Resident
Dwelling
Dwelling
quarters
Employed
Retal Service Other
School
Univ/Cologe
OCTAM TAZ Units
Urns
Population
Population Residents
Employees Employees Employees
Students
Enrolment
2377 21
0 0
66 35
0 0 0
0 0
2414 202
237
2 791 559
89 61 43
0 0
2419 80
0 0
237 113
2 57 53
4 0
Tuesday, December 13, 2005 Page 1 of 1
Supplemental SED for City of Newport Beach
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler.• Archie Tan
Occupied
Occupied
Single
Mull - Family
Mon -
Fee*
Dwelling
Group
Elem/16gh Resident
MAN
grits
Quarters
Employed Retall Service Otlmr School On 46111ege
Units
Population
Population Residents Employees Employees Employees Students Enrubent 303
237
2 1,093. 706 91 118 95 4 0
Tuesday, December 13, 2005 Page 1 of 1
GG /�
Final SED by HBTIM Taz .
Analysis Year:
2040 Reference Number: 01232
Runld:
NBWP05 Build Date: 11/10/2005
Land Use:
NBWP05 Build Time: 2:00:00 PM
Network:
Pref04 Modeler. Archie Tan
Occupied
Single
Family
NBTM Dwelling
TAZ Units
Occupied
BE
Family
DweOng
Units
gip
quarters
population
Population
Employed Retai Service
Residents Employees Employees
Elem/ligh
Other School
Employees Students
Nw
Resident
UmUCaiege
1=11HIent
Median
hBemg
1373
76 45
216
100,096
1374
86 46
215
100,096
1375
125
66 313
100,096
1376
137
73 344
100,096
1377
165
210
503
100,096
1378
193
257
670
100,096
1379
279
475
363
28 114
594
100,096
1380
317
539
412
0 6
3 100,096
1381
261
444
340
12 52
259
100,096
1382
579
984
752
9 45
187
100,096
1383
24 91
498
100,096
1384
125
213
163
75 10
9 100,096
1385
31 377
157
160,096
1386
24 92
501
100,096
1387
21 80
436
100,096
1388
412
61 152
100,096
1389
125
213
163
45 53
264
100,096
1390
83 141
107
12 47
246
100,096
1391
8 33
178
100,096
1392
53 60
309
100,096
1393
321
546
417
146
21 18
100,096
1394
208
21 21
100,096
1395
51 181
77 100,096
1396
74 284
1,548
100,096
1397
_
12 47
257
100,096
1398
5 18
98 100,096
1399
19 73
397
100,096
1400
6 22
119
100,096
1401
23 194 -
77 100,096
1402
160
271
207
73 10
9 100,096
1403
95 162
124
137
761
1,183
100,096
1404
171
291
222
51 199
1,070
.100,096
1405
122
207
158
313
338
1,732
100,096
1406
855
1,454
1,112
17 9
100,096
1407
77 70
317
27,500
Tuesday, December 13, 2005 Page 1 of 6
G��S
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Occupied
Single
multi
Non -
Fan*
Family
Group
Elom/Ilgh Resident
NDTM
Dwelling
Dwelling
quarters
Employed
Retail
Service
Other
School Udv/C0hQ8
Medan
TAZ
Units
Units
Populatlon Population
Residents
FnIployees Employees
Employees
Students Enrolment
Income
1408
138
344
220
3 21
4 119,951
1409
187
629
1,767
119,951
1410
84 201
125
2 1
119,951
1411
4 10
0 27,500
1412
57 143
91 1
9 2
119,697
1413
31 75
47 44
210
167
119,697
1414
80 0
0 237
113
2 57
53 4 0
119,697
1415
145
363
233
3 29
13 119,697
1416
188
470
301
4 28
6 93,006
1417
53 133
85 1
8 2
119,697
1418
56 140
90-
1 8
2 104,110
1419
164
411
263
3 25
5 119,697
1420
442
1,104
707
9 66
13 104,110
1421
110
391
981
697
388
369
513
636
104,110
1422
466
1,164
745
9 70
14 104,110
1423
253
632
404
5 168
8 104,110
1424
1,373
2,334
1,785
27 14
104,110
1425
117
199
152
26 235
ill
104,110
1426
113
283
181
2 49
43 104,110
1427
299
223
68 1,352
814
49 251
473
2,184
100,260
1428
244
144
856
678
638
441
332
115,496
1429
623
68 1,683
1,089
13 105
87 436
107,136
1430
29 264
520
389
740
253
457
107,136
1431
185
315
241
188
45 144
115,496
1432
190
592
1,733
1,145
226
532
219
107,136
1433
93 135
270
732
324
105
920
513
76,372
1434
1,634
3,268
76,372
1435
65 27
225
143
49 12
10 91,787
1436
1,701
169
3,060
2,211
11 174
70 69,767
1437
10 77,503
1438
144
245
188
0 3
95 622
69,767
1439
745
59 1,325
968
136
288
2,324
69,767
1440
267
641
400
5 3
71,467
1441
439
343
1,680
1,148
121
164
43 101,940
1442
41 203
590
370
1 14
3 91,787
1443
119
384
1,182
755
2 29
7 91,787
1444
89 474
1,360
853
2 23
7 91,787
Tuesday, December 13, 2005
�r ��
W
Analysis Year:
2040
Reference Number: 01232
Runld.
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Occupied
Sinule
Mufti
NOR -
Family
Fam1y
group
EMm/Iigh Resident
RRTM
Oweing
Dweigg
Quarters
Employed
Retail Service
Other
School Univ/g01e1e
Medlan
TH
Units
Units
population Population
Residents
Employees Employees
Employees
Students Enrdmnt
ncome
1445
125
458
1,237
537
3 28
8 88,082
1446
118
227
839
529
2 24
6 91,787
1447
79 374
959
415
2 19
6 88,082
1448
78 93
367
162
56 26
40 88,082
1449
230
424
192
136
18 16
88,082
1450
312
588
264
242
45 30
88,082
1451
20 104
259
113
179
198
74 88,082
1452
178
302
142
350
203
166
88,082
1453
60 102
48 246
53 63
88,082
1454
0 173
294
138
196
77 124
88,082
1455
3 363
768
329
217
28 105
88,082
1456
726
114
1,829
827
15 ill
23 129,233
1457
196
573
1,578
687
38 290
94 389
90,227
1458
335
843
2,416
1,071
129
170
97 90,227
1459
8 339
642
291
227
310
122
90,227
1460
609
221
1,785
803
14 96
24 90,227
1461
175
244
896
394
103
59 99
131,252
1462
29 63
29 1
4 1
131,252
1463
468
796
374
238
33 63
131,252
1464
39 2,807
5,980
2,565
192
104
106
98,125
1465
377
830
377
179
25 120
94,839
1466
142
340
212
346
853
436 .
94,839
1467
1,126
1,914
1,463
23 11
81,284
1468
48 320
118,212
1469
981
2,206
1,429
342
359
2,095
81,284
1470
485
1,165
728
155
28 79
118,212
1471
437
1,093
699
9 67
13 122,550
1472
315
63 210
101,634
1473
285
485
371
6 3
101,634
1474
160
897
2,062
1,461
104
68 25
100,935
1475
6 388
574
52 100,935
1476
216
518
323
4 2
141,139
1477
475
1,188
760
10 71
14 141,139
1478
48 114
71 1
0 141,139
1479
96 51
363
230
2 15
3 141,139
1480
213
458
304
4 2
160,575
1481
96 173
655
413
6 18
5 160,575
Tuesday, December 13, 2005
GG /�
Analysis Year:
2040
Runld:
NBWP05
Land Use:
NBWP05
Network:
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler Archie Tan
Occupied Occupied
Single Multi mon-
FamOy FamOy group Hem/tlgh Resident
NRTM DWOIng OWOMO Quarters Employed Retail Service Other School Um/BOOege Median TAZ Units Units Population PopUMlon Residents Employees Employees Employees Students Enrolnent Income 1482
135
110
553
367
21 131
5 1483
20 50
32 0
3 1
1484
190
897
2,566
1485
1,768
492
627
1486
537
912
698
363
553
2,236
1487
218
416
296
114
881
407
1488
116
278
174
2 1
1489
217
520
325
9 5
3 1490
14 52
285
1491
151
1,007
1,493
1492
143
253
1,161
1493
57 218
1,190
1494
189
214
84 1495
381
73 991
446
99 302
505
1496
66 367
861
383
1 17
7 1497
129
236
761
337
3 24
6 1498
211
43 537
245
173
62 82
1499
178
392
178
4 27
5 1500
169
423
271
3,
26 5
1501
764
0 1,681
764
217
162
141
1502
167
0 368
167
195
59 105
1503
47 0
103
47 161
27 42
1504
515
0 1,287
824
170
107
68 1505
801
0 2,002
1,281
127
178
129
1506
345
6 872
559
7 52
10 1507
135
337
216
3 21
4 1508
183
130
771
489
4 71
125
1510
190
475
304
4 29
6 1511
19 48
30 128
16 13
1512
234
561
351
5 2
1513
331
100
967
554
7 221
10 1514
39 97
62 1
6 1
1515
390
662
506
8 4
1516
164
293
120
44 54
1517
152
258
198
134
140
248
1518
419
64 1,200
766
8 65
13 1519
447
1,119
716
9 76
13 Tuesday, December 13, 2005
12 790
1,186
160,575
160,575
110,553
110,553
109,129
109,129
109,129
109,129
10%129
0 0
0 0
124,795
124,795
137,480
137,480
137,480
91,364
124,795
137,480
124,795
107,624
107,624
107,624
147,455
101,649
101,649
101,649
101,649
119,988
119,988
135,548
119,658
119,658
162,729
135,548
Analysis Year:
2040
Reference Number: 01232
Runld.
NBWP05
Build Date: 11/102005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
Occupied
Single
Multl
Non-
FamOy
FaRly
group
Elom/Igh Resident
NOTM
DweNng
Dweilling
Quarters
Employed
Retail
Service Other
School Univ/C011oge
Median
TAZ
Units
Units
populates Population Residents
Employees Employees Employees
Students EnrOINOnt
Me=
1520
197
492
315
4 29 6
119,658
1521
551
1,378
882
11 88 91
498
135,548
1522
113
114
556
352
148
39 51
162,729
1523
142
354
226
100
31 14
72,075
1524
72,075
1525
1,056
1,796
1,373
21 11
121,084
1526
390
974
623
8 94 56
121,084
1527
0 0
0 11 0
121,084
1528
72 26
121,084
1529
270
675
432
5 40 8
87,262
1530
38 164
374
274
1 153 9
153,980
-1531
202
237
2 791
559
89 61 43
0 0
107,624
1532
21 0
0 66
35 0
0 68
450 0
192,222
1533
192,222
1534
257
644
412
5 39 98
600
159,078
1535
350
766
2,371
1,611
7 68 18
87,262
1536
46 109
68 206
21 21
117,606
1537
93 103
479
303
2 16 4
117,606
1538
137
342
219
3 21 4
90,029
1539
150
375
240
26 293 117
94,713
1540
49 583 243
16t,000
1541
52 131
84 1
8 2
91,364
1542
181,991
1543
109
1,307 545
147,455
1544
169
423
271
3 25 5
1OZ361
1545
295
739
473
6 44 9
97,151
1546
159,078
1547
201
504
322
4 30 6
159,078
1548
197
264
1,125
711
4 35 9
15%078
1549
107 .
268
172
2 16 3
159,078
1550
313
161
1,167
741
6 50 11
88,257
1551
80,785
1552
0 1553
63 67
316
200
1 11 3
117,606
1554
197
80 683
434
4 31 7
74,470
1555
261
187 92
74,470
1556
185
0 464
297
4 46 6
45,384
Tuesday, December 13, 2005 Page 5 of 6
t�G /9
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
NBWP05
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler. Archie Tan
Occupied
Occupied
Single
Mum
Non
Family
Fan*
group
Elem/Iigh
Resident
NBTM
Dwelling
Dwelling
Quarters
Employed
Retail
Service Other School
UnIVA01e11e
Median
TAZ
Units
Units
populates Population Residents
Employees Employees Employees Students
Enrolment
Income
1557
45,384
1558
248
310
1,147
800
5 49 86 500
77,503
1559
185
309
988
698
145
140 56
77,503
1563
46 179 975
27,500
1618
6 14
9 0
1 0
121,084
1671
131
328
210
24 100 443
62,521
1672
11 29
18 0
2 0
62,521
1673
47 128 690
62,521
1674
238
62 237
62,521
1675
148
371
237
5 32 57
62,521
1676
0 1713
1,168 2,335
76,372
1714
639
1,087
831
13 6
76,372
1715
37 306 122
76,372
1716
0 0
59 495 198
76,372
Tuesday, December 13, 2005 Page 6 of 6
Final SED by OCTAM Taz
Analysis Year:
2040 Reference Number: 01232
Run/d..-
NBWP05 Build Date: 11/10/2005
Land Use:
NBWP05 Build Time: 2:00:00 PM
Network:
Pref04 Modeler.- Archie Tan
Occuplod
Occupied
Single
Mutts
Non -
Family
Famly
Group
Hom/Ilgh
Resident
OCTAM
Oweing
Oweing
Quarters
Employed
Retall
Service
Other
School
UMV30111 ge
Median
TAZ
Units
Units
population
Population Residents Employees
Employees
Employees Students
Enrolment
income
2327
_-
384
776
3,878
82,500
2328
1,454
3,634
2,326
1,573
1,616
7,137
312,606
2331
0 2336
33,455
56,874
43,492
17,719
18,583
61,290
1,601,541
2337
4,692
4,179
13,563
600,578
2338
3,443
5,853
4,476
1,091
1,664
8,434
300,289
2339
798
1,357
1,037
627
1,583
3,503
500,482
2340
411
1,534
5,647
300,289
2341
95 162
124
137
761
1,183
100,096
2375
38 164
374
274
1 153
9 153,980
2377
42 0
0 131
69 0
0 135
900
0 384,444
2378
313
161
1,167
741
6 50
11 88,257
2381
710
814
20 4,347
2,567
289
116
778
429
0 71,467
2393
517
241
31 1,935
1,114
10 60
204
1,464
0 93,006
2399
1,301
1,855
6,407
4,494
451
570
454
1,500
232,509
2400
371
0 927
593
.7
92 11
90,767
2401
439
343
1,680
1,148
121
164
43 101,940
2402
7,769
684
13,891
10,100
441
1,395
7,466
1,866
209,300
2403
559
4,646
1,620
10,914
6,933
1,206
27,216
38,657
458,235
2404
2,157
6,572
20,984
13,257
282
513
168
458,936
2405
3,051
23,428
52,998
23,408
16,272
6,947
6,327
880,820
2406
726
114
1,829
827
15 ill
23 129,233
2407
2,525
2,773
11,809
7,869
2,937
2,670
2,288
1,308
321,409
2408
299
223
68 1,352
814
49 251
473
2,184
100,260
2409
488
659
2,342
1,638
1,653
970
951
230,992
2410
4,594
7,906
25,684
11,411
1,636
3,465
1,350
1,556
360,907
2411
610
2,136
5,266
2,392
1,023
288
488
393,755
2412
39 2,807
5,980
2,565
192
104
106
98,125
2413
5,029
1,760
14,542
6,559
1,912
2,033
2,779
48 499,180
2414
7,448
969
6 19,807
12,891
1,570
1,595
1,003
0 0
430,495
2415
2,740
1,116
8,232
3,709
1,499
687
796
549,919
2416
1,569
1,455
7,416
4,694
541
479
587
3,160
406,597
2417
739
200
2,128
1,233
16 453
22 239,975
2418
11,514
15,049
54,688
38,078
3,521
7,942
5,735
5,088
832,882
2419
2,999
188
0 8,173
4,992
327
2,016
1,448
21 0
718,180
Tuesday, December 13, 2005
GG �/
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Occupied
Single
Mufti
Nou-
Family
Fam7y
group
ElamAigh
Resident
OCTAM
OweMig
NOW
Quarters
Employed
Retall
Service
Other
School
Mliv/Coiege
. Medlan
TAZ
Units
Units
Population Population
Residents Employees Employees
Employees
Students
Enrolment
loose
2420
413
251
1,635
1,037
568
1,955
5,314
359,852
2421
971
2,330
1,456
311
57 255
640
236,423
2422
4,214
8,239
5,786
73D
741
4,190
162,568
2423
1,037
2,339
1,179
1,050
1,754
1,112
189,678
2424
5,434
10,631
7,462
2,499
7,467
14,659
545,645
2425
3,917
2,778
6,386
221,106
2426
1,166
2,055.
7,304
0 2427
151
1,007
1,493
0 2428
319
1,794
4,124
2,921
220
911
1,199
104
201,871
2429
570
969
741
629
137
425
203,269
2430
2,284
1,258
8,728
5,541
46 368
81 564,556
2431
437
1,093
699
9 67
13 122,550
2432
1,003
1,984
6,862
4,464
109
627
52 642,3D1
2433
1,976
5,282
13,919
10,028
40 996
464
605,421
2434
283
708
453
200
62 28
144,151
2435
2,995
1,169
9,475
6,312
60 516
326
1,494
406,645
2436
1,064
355
3,513
2,235
312
208
128
325;457
2437
590
947
3,128
1,898
415
639
923
3,558
358,973
2438
1,239
1,531
6,091
4,085
25 216
52 174,524
2439
467
644
2,714
1,714
626
145
82 352,818
2440
3,814
1,320
12,705
8,084
76 599.
578
3,000
795,390
2441
49 583
243
161,000
2442
137
342
219
3 21
4 90,029
2443
150
375
240
26 293
117
94,713
2444
135
337
216
3 21
4 147,455
2445
443
1,107
708
9 68
13 182,727
2446
181,991
2447
109
1,307
545
147,455
2781
D
2782
295
739
473
6 44
9 97,151
2783
80,785
2785
393
160
1,366
869
530
436
198
148,939
2786
169
423
271
3 25
5 102,361
Tuesday, December 13, 2005 Page 2 of 2
GG-a,�
Final Sm for City Of Newport Beach
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
NBWP05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
occupied
occupied
Single
Mufti -
Mon -
Family
Family
gip
Elem/ligh
Resident
Dwelling
Dwelling
Quarters
Employed Retail Service other School
Um/Golege Median
Units
Units
population
Population Residents Employees Employees Employees Students Euroinent Income
19,105
31,793
566
108,421 66,581 15,480 27,336 45,312 10,770
104,428
Tuesday, December 13, 2005 Page 1 of 1
THIS PAGE INTENTIONALLY LEFT BLANK
G6 a 5�
APPENDIX HH
GENERAL PLAN BUILDOUT WITH PROJECT TRIP GENERATION
Total Try Ends By NBTM TAZ
Analysis Year:
2040
Reference Number: 01232
Run/d.
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler- Archie Tan
NBTM
TAZ
NO Attr
NO Prod
NSch Attr NSch Prod
NW Attr
NW Prod
00 Attr
00 Prod
OW Attr
DW Prod
Total
1373
588
0 0
0 386
0 410
419
264
269
2,336
1374
663
0 0
0 399
0 457
466
281
286
2,550
1375
965
0 0
0 581
0 666
678
409
416
3,715
1376
1,059
0 0
0 637
0 730
744
449
456
4,074
1377
1,343
0 0
0 1,010
0 969
989
661
682
5,653
1378
1,586
0 0
0 1,288
0 1,157
1,184
825
851
6,891
1379
431
1,009
0 66
874
437
481
505
490
445
4,737
1380
130
1,146
0 76
43 496
195
195
69 6
2,356
1381
244
944
0 62
398
408
295
305
243
196
3,094
1382
335
2,090
0 138
334
904
450
458
257
146
5,112
1383
266
0 0
0 705
0 261
281
361
371
2,244
1384
594
453
0 30
120
196
419
420
155
131
2,5t8
1385
430
0 0
0 650
0 399
405
361
399
2,645
1386
268
0 0
0 709
0 262
283
364
373
2,258
1387
233
0 0
0 617
0 229
246
317
325
1,967
1388
3,012
0 0
0 718
0 1,921
1,927
778
784
9,140
1389
426
453
0 30
430
196
362
372
272
252
2,791
1390
165
299
0 20
359
129
180
189
196
184
1,721
1391
95 0
0 0
252
0 93
100
129
133
803
1392
443
0 0
0 485
0 337
349
287
293
2,195
1393
1,192
1,160
0 76
245
502
866
867
320
258
5,487
1394
1,508
0 0
0 287
0 952
952
356
358
4,414
1395
466
0 0
0 356
0 354
357
232
250
2,015
1396
828
0 0
0 2,192
0 812
874
1,124
1,153
6,981
1397
137
0 0
0 363
0 134
145
186
191
1,157
1398
53 0
0 0
139
0 52
55 71
73 .443
1399
212
0 0
0 562
0 208
224
288
295
t,789
1400
64 0
0 0
169
0 62
67 87
89 537
1401
272
0 0
0 339
0 236
239
195
215
1,496
1402
595
576
0 38
122
249
432
432
160
129
21733
1403
1,520
343
0 23
2,403
148
1,365
1,412
1,333
1,390
9,938
1404
641
618
0 41
1,536
267
665
708
813
799
6,088
1405
2,643
439
0 29
2,753
190
2,030
2,100
1,663
1,673
13,521
1406
351
3,088
0 203
115
1,336
525
525
186
17 6,348
1407
624
0 0
0 535
0 454
467
337
344
2,761
Tuesday,
December 13, 2005
u `
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler: Archie Tan
NBTM
TAZ
BO Attr
IM Prod
NSch Or
BSch Prat
BW Attr
NW Prod
00 Attr
00 Prod
OW Attr
OW Prod
Total
1408
102
698
0 48
45 267
114
114
47 21
1,457
1409
1,835
0 0
0 21970
0 1,571
1,642
1,630
1,693
11,341
1410
36 354
0 28
11 152
55 55
18 2
711
1411
34 0
0 0
16 0
24 24
12 13
124
1412
42 289
0 20
19 ill
47 47
19 9
602 .
1413
453
133.
0 11
487
57 378
385
293
308
2,503
1414
89 416
3 33
136
140
105
107
82 71
1,181
1415
112
736
0 51
66 282
126
126
58 32
1,589
1416
134
847
0 66
62 365
145
145
64 29
1,857
1417
39 269
0 19
18 10,3
44 44
18 8
562
1418
41 265
0 20
18 109
45 45
19 9
570
1419
122
832
0 58
54 319
136
136
56 25
1,737
1420
321
2,092
0 155
146
857
351
351
149
68 4,490
1421
3,243
1,981
560
137
1,510
840
2,375
2,395
1,219
1,156
15,415.
1422
338
2,205
0 163
154
903
370
370
157
71 4,731
1423
.248
1,197
0 88
233
490
279
279
163
130
3,108
1424
570
5,074
0 327
185
2,146
854
855
298
27 10,335
1425
360
432
0 28
439
183
350
354
265
265
2,677
1426
102
535
0 40
120
219
117
119
79 61
1,393
1427
762
2,268
1,922
189
.942
990
778
797
589
509
9;744
1428
5,031
1,783
0 120
1,665
699
3,448
3,461
1,543
1,512
19,263
1429
501
3,251
384
236
305 .
1,319
565
569
269
141
7,540
1430
5,621
1,130
0 73
1,697
468
3,752
3,770
1,641
1,608
19,759
1431
1,471
729
0 44
452
290
1,021
1,026
443
411
5,886
1432
2,251
3,213
0 243
1,202
1,387
1,860
1,868
955
852
13,831
1433
1,361
888
0 102
1,792
402
1,253
1,273
1,043
1,089
9,204
1434
1,144
0 0
0 5,637
0 1,634
1,765
2,745
2,908
15,832
1435
403
386
0 32
91. 174
284
284
109
92 1,855
1436
800
5,110
0 428
462
2,665
1,084
1,087
499
176
12,311
1437
1 0
0 0
11 0
2 2
5 5
27 1438
64 430
547
34 127
226
99 102
82 53
1,764
1439
1,633
2,234
0 186
3,236
1,166
1,653
1,746
1,795
1,675
15,323
1440
102
860
0 90
36 486
149
149
58 5
1,934
1441 -
1,317
3,311
0 235
456
1,387
1,124
1,126
472
332
9,761
1442
113
924
0 83
46 449
155
155
60 13
1,999
1443
241
1,921
0 165
95 916
323
323
126
28 4,140
1444
254
2,127
0 190
93 1,036
352
352
133
23 4,561
Tuesday, December 13, 2005 Page 2 of 6
H fF �
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler. Archie Tan
NBTM
TAZ
80 Attr
BO Prod
BSoh Attr NSCh Prod
NW AM
NW Prat
00 Attr
00 Prod
OW Attr
OW Prod
Total
1445
272
2,133
0 173
103
667
366
366
142
28 4,250
1446
176
1,356
0 118
71 642
227
228
90 24
2,931
1447
205
1,641
0 134
76 516
281
281
108
19 3,262
1448
493
660
0 51
157
201
373
375
161
129
2,600
1449
1,078
781
0 59
218
238
758
759
283
239
4,414
1450
1,889
1,066
0 82
396
327
1,302
1,303
493
435
7,294
1451
1,447
445
0 36
531
140
1,012
1,015
470
465
5,562
1452
2,707
597
0 42
845
176
1,833
1,839
807
792
9,638
1453
.1,829
201
0 14
422
59 1,187
1,189
471
465
5,838
1454
1,532
581
0,
41 475
171
1,054
1,059
462
435
5,811
1455
1,731
1,274
0 107
439
409
1,226
1,230
494
424
7,335
1456
596
4,252
0 256
255
1,024
690
691 -
270
113
8,148
1457
751
2,858
342
221
563
853
812
816
440
315
7,972
1458
1,519
4,403
0 338.
574
1,328
1,387
1,391
597
378
11,915
1459
1,940
1,205
0 90
793
361
1,435
1,439
685
647
8,593
1460
537
3,425
0 250
249
995
613
614
262
112
7,057
1461
976
1,981
0 125
341
489
794
798
337
259
6,101
1462
22 150
0 9
10 36
24 24
10 4
289
1463
1,936
1,997
0 ill
430
462
1,412
1,415
528
437
8,728
1464
2,583
10,535
0 837-
748
3,189
2,645
2,649
997
438
24,620
1465
1,460
1,377
0 116
409
467
1,065
1,070
441
368
6,773
1466
3,061
525
0 48
2,398
258
2,473
2,477
1,498
1,800
14,537
1467
442
3,622
0 268
151
1,760
649
650
245
22 7,807
1468
5 0
282
0 55
0 10 .
12 26
26 415
1469
581
3,318
1,844
309
905
1,732
829
844
596
434
11,390
1470
1,344
2,040
0 163
451
884
1,090
1,090
435
401
7,898
1471
326
2,239
0 153
146
848
364
364
149
68 4,656
1472
2,318
0 0
0 675
0 1,496
1,504
654
661
7,308
1473
118
1,039
0 68
38 445
176
176
62 6
2,127
1474
1,227
4,042
0 289
333
1,762
1,151
1,152
432
228
10,615
1475
291
0 46
0 1,112
0 372
395
551
590
3,358
1476
98 1,010
0 72
29 393
150
150
47 4
1,953
1477
362
2,619
0 166
157
921
412
413
161
73 5,285
1478
21 222
0 16
6 86
33 33
10 1
430
1479
96 769
0 51
39 280
119
119
44 16
1,532
1480
100
1,068
0 64
29 368
156
157
46 4
1,992
1481
187
1,449
0 92
61 501
233
233
77 25
2,857
Tuesday, December 13, 2005 Page 3 of 6
HNC
Analysis Year:
Runld:
Land Use:
Network:
2040
NBWP05
nbwp05
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler: Archie Tan
NBTM-
----
iAZ
NO AUP
10 Prod
NSch Attr NSch Prod
NW Attr
NW Prod
M Attr
00 Prod
OW AM
OW Prod
Total
1482
342
1,345
0 77
205
444
350
350
164
128
3,407
1483
16 118
0 7
7 39
18 18
7 3
232
1484
2,075
0 0
0 4,202
0 1,908
2,010
2,228
2,318
14,741
1485
13,041
0 0
0 3,320
0 8,378
8,403
3,463
3,512
40,118
1486
3,332
2,041
0 128
3,678
839
2,744
2,833
2,227
2,175
19,998
1487
1,393
841
0 58
1,751
357
1,317
1,328
1,009
1,123
9,176
1488
49 465
0 39
16 211
73 73
25 2
953
1489
156
869
0 73
42 394,
178
178
63 20
1,973
1490
152
0 0
0 403
0 149
161
207
212
1,283
1491
1,740
0 0
0 3,049
0 1,583
1,642
1,652
1,753
11,419
1492
1,272
0 0
0 1,791
0 1,028
1,074
1,008
1,033
7,205
1493
636
0 0
0 1,684
0 624
671
864
886
5,365
1494
1,476
0 0
0 560
0 996
999
476
497
5,004
1495
1,147
2,244
0 139
1,087
553
1,023
1,044
703
643
8,582
1496
209
1,878
11 121
73 474
299
299
103
18 3,485
1497
203
1,748
0 107
74 418
273
274
95 24
3,216
1498
1,420
1,316
0 75
391
303
1,005
1,009
410
366
6,295
.1499
135
953
0 55
59 221
153
154
60 27
1,817
1500
121
756
0 59
57 328
130
131
58 26
1,665
1501
2,057
3,882
0 235
674
946
1,597
1,603
673
536
12,203
1502
1,535
895
0 52
430
207
1,047
1,052
438
410
6,066
1503
1,198
238
0 14
269
58 778
779
305
299
3,938
1504
1,545
2,477
0 180
449
999
1,159
1,162
476
384
8,831
1505
1,420
3,852
0 280
579
1,554
1,195
1,201
540
397
11,018
1506
254
1,680
0 122
115
678
280
280
118
53 3,580
1507
104
762
0 47
45 262
119
149
46 21
1,525
1508
219
1,361
695
108
261
593
273
278
179
123
4,090
1510
137
890
0 67
63 369
150
150
64 29
1,919
1511
939
89 0
7 182
37 599
599
225
223
2,899
1512
96 901
0 79
31 426
144
144
51 5
1,877
1513
377
2,070
0 135
316
676
442
443
235
171
4,866
1514
29 197
0 14
13 76
32 32
13 6
412
1515
174
1,697
0 93
52 609
267
267
85 8
3,251
1516
96 663
0 41
129
150
142
144
88 60
1,512
1517
1,126
611
1,044
36 615
238
835
845
463
447
6,260
1518
359
2,827
0 168
147
929
429
430
156
66 5,511
1519
343
2,415
0 157
157
868
389
389
156
75 4,949
Tuesday, December 13, 2005 Page 4 of 6
RN �
Analysis Year:
2040
Reference Number: 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
NBTM
TAZ
BB Attr
BB Prod
HSch Attr BSch Prod BW Attr
NW Prod
BB Attr
BB Prod
OW Attr
OW Prod
Total _
1520
146
996
0 69
65 382
162
163
67 30
2,078
1521
428
2,973
438
193
274
1,069
491
494
230
129
6,720
1522
1,205
1,260
0 78
296
427
863
865
333
291
5,620
1523
804
575
0 50
181
275
549
549
214
189
3,385
1525
456
4,281
0 251
142
1,651
693
694-
230
20 -8,419
1526
312
1,984
0 136
221
756
353
355
177
109
4,401
1527
6 0
0 0
13 0
7 7
7 8
46 1528
39 0
0 0
113
0 48
49 57
64 371
1529
191
1,182
0 94
89 523
205
206
91 41
2,624
1530
179
999
0 52
207
331
240
241
138
113
2,500
1531
874
1,826
0 111
266
674
715
717
290
208
5,681
1532
19 142
396
9 80
42 30
33 41
36 828
1534
210
1,517
528
90 188
499
251
255
136
88 3,762
1535
553
4,150
0 332
218
1,947
717
717
285
68 8,987
1536
1,512
191
0 15
290
83 971
972
362
355
4,751
1537
113
897
0 67
45 367
143
143
54 16
1,845
1538
97 607
0 48
45 265
105
.105
46 21
1,340
1539.
416
681
0 53
515
291
402
407
310
309
3,383
1540
666
0 0
0 1,006
0 617
627
559
617
4,092
1541
37 233
0 18
17 101
40 40
18 8
514
1543
1,492
0 0
0 2,254
0 1,383
1,405
1;252
1,383
9,169
1544
122
795
0 59
56 328
134
134
57 26
1,711
1545
212
1,356
0 103
97 573
.231
231
100
45 2,949
1547
157
1,186
0 70
66 391
182
182
68 31
2,335
1548
278
2,495
0 158
100
862
371
372
124
35 4,795
1549
84 632
0 38
35 208
97 97
36 16
1,244
1550
286
1,950
0 163
125
899
333
334
141
51 4,281
1553
75 593
0 44
30 243
95 95
36 11
1,221
1554
168
1,071
0 96
76 527
189
190
84 32
2,432
1555
1,982
0 0
0 62-1
0 1,305
1,309
579
598
6,394
1556
133
649
0 65
82 360
136
136
74 41
1,676
1558
305
2,009
440
161
217
966
379
382
195
89 5,142
1559
1,328
1,743
0 138
443
842
1,024
1,026
446
361
7,352
1563
521
0 0
0 1,380
0 511
550
708
726
4,396
1618
4 29
0 2
2 11
5 5
2 1
60 1671
324
506
0 46
665
254
323
341
363
347
3,171
1672
8. 44
0 4
4 22
8 8
4 2
104
Tuesday, December 13, 2005 Page 5 of 6
Analysis Year:
Runld.•
Land Use:
Network:
2040
NBWP05
nbwp05
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler Archie Tan
NUM
TAZ
NO AM NO Prod
NSch Attr NSch Prod
NW Attr
NW Prod
00 Attr 00 Prod
OW AM
OW Prod
Total
1673
471 0
0 0
994
0 426 453
524
537
3,405
1674
1,771 0
0 0
618
0 1,157 1,167
546
553
5,811
1675
130 572
0 52
124
288
133 135
88 62
1,584
1676
11,248 0
0 0
39,790
0 6,849 6,836
2,450
2,963
70,136
1713
817 0
0 0
4,028
0 1,168 1,261
1,962
2,078
11,314
1714
248 1,991
0 152
86 999
362 363
139
12 4,352
1715
430 0
0 0
535
0 373 378
309
339
2,364
1716
695 0
0 0
866
0 604 612
499
549
3,825
Tuesday, December 13, 2005 � Page 6 of 6
Nlt
Total Trip Ends By OCTAM TAZ
Analysis Year:
2040
Reference Number. 01232
Runld:
NBWP05
Build Date: 11/10/2005
Land Use:
nbwp05
Build Time: 2:00:00 PM
Network:
Pref04
Modeler.• Archie Tan
OCTAM
TAZ NO AM 10 Prod HSch AM HSoh Prod HW AM HW Prod 00 AM 00 Prod OW Attr OW Prod Total 2327
1,179
0 0
0 1,931
0 989
1,041
1,058
1,084
7,281
2336
9,774
7,553
0 498
7,224
3,268
7,701
7,855
4,956
4,653
53,481
2337
6,204
0 0
0 4,300
0 4,389
4,479
2,890
2,959
25,221
2338
3,636
4,145
0 273
4,404
1,794
3,221
3,333
2,662
2,488
25,957
2339
1,195.
576
0 38
1,330
249
990
1,018
801
801
6,998
2340
1,431
0 0
0 2,910
0 1,300
1,375
1,543
1,594
10,153
2341
1,520
343
0 23
2,403
148
1,365
1,412
1,333
1,390
9,938
2375
179
999
0 52
207
331
240
241
138
113
2,500
2377
19 142
396
9 80
42 30
33 41
36 828
2378
286
1,950
0 163
125
899
333
334
141
51 4,281
2381
2,852
5,682
378
609
1,512
3,126
2,352
2,383
1,256
963
21,114
2393
471
3,233
1,288
271
392
1,358
565
574
314
168
8,634
2399
1,634
3,752
440
299
671
1,808
1,405
1,411
647
455
12,522
2400
133
649
0 65
82 360
136
136
74 41
1,676
2401
1,317
3,311
0 235
456
1,387
1,124
1,126
472
332
9,761
2402
2,497
7,773
547
648
3,825
4,057
2,835
2,935
2,376
1,905
29,398
2403
4,695
2,879
0 255
12,943
1,402
5,394
5,652
6,696
6,976
46,891
2404
1,188
6,714
0 588
396
3,217
1,341
1,342
519
180
15,486
2405
13,184
9,380
0 742
3,663
2,904
9,391
9,416
3,892
3,431
56,003
2406
596
4,252
0 256
255
1,024
690
691
270
113
8,148
2407
8,373
7,594
384
551
3,203
3,174
6,177
6,207
2,866
2,601
41,130
2408
762
2,268
1;922
189
942
990
778
797
589
509
9,744
2409
6,502
2,512
0 164
2,117
989
4,469
4,488
1,986
1,922
25,149
2410
4,746
11,891
342
899
2,178
3,537
4,247
4,260
1,984
1,452
35,537
2411
2,934
4,127
0 246
781
987
2,231
2,237
874
701
15,118
2412
2,583
10,535
0 837
748
3,189
2,645
2,649
997'
438
24,620
2413
4,611
8,242
11 509
2,103
2,031
3,697
3,725
1,784
1,496
28,209
2414
4,094
9,835
0 693
1,408
3,904
3,350
3,360
1,423
1,042
29,111
2415
3,294
4,912
0 288
954
1,149
2,480
2,488
1,003
827
17,394
2416
1,391
3,241
695
260
538
1,424
1,166
1,172
510
379
10,785
2417
406
2,267
0 149
329
751
475
475
249
177
5,278
2418
5,223
13,782
560
957
2,804
5,747
4,739
4,768
2,351
1,786
42,718
2419
858
2,675
3 191
780
1,011
835
845
525
453
8,176
2420
1,973
1,053
0 76
3,027
419
1,739
1,810
1,695
1,716
13,509
Tuesday, December 13, 2005 q Page 1 of 2
Analysis Year:
Run/d.
Land Use:
Network:
2040
NBWP05
nbwp05
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler Archie Tan
OCTAM
-------
TAZ
No Attr
M Prod
NSch Attr NSch Prod
NW Attr
NW Prod
00 AM
00 Prod
OW AM
OW Prod
Total
2421
1,349
2,040
282
163
506
884
1,100
1,102
460
427
8,313
2422
1,023
6,940
1,844
577
1,056
3,491
1,478
1,493
840
455
19,198
2423
4,521
1,903
0 164
2,807
725
3,538
3,547
1,938
2,167
21,310
2424
5,082
4,215
0 298
5,889
1,801
4,461
4,573
3,530
3,532
33,383
2425
15,116
0 0
0 7,522
0 10,286
10,413
5,691
5,830
54,859
2426
3,384
0 0
0 4,035
0 2,647
2,744
2,348
2,416
17,574
2427
1,740
0 0
0 3,049.
0 1,583
1,642
1,652
1,753
11,419
2428
1,518
4,042
46 289
1,445
1,762
1,523
1,547
984
818
13,973
2429
2,435
1,039
0 68
714
445
1,671
1,680
716
666
9;435
2430
578
4,621_
0 305.
231
1,680
715
715
261
94 9,201
2431
326
2,239
0 153
146
848
364
364
149
68 4,656
2432
645
3,980
0 240
301
1,352
758
758
294
160
8,489
2433
817
6,294
0 390
490
2,418
1 J06
1,109
473
202
13,298
2434
804
575
0 50
181
275
549
549
214
189
3,385
2435
945
7,085
438
.442
484
2,546
1,146
1,151
471
211
14,919
2436
1,564
4,087.
0 246
444
1,356
1,293
1,295
489
357
11,131
2437
1,367
2,270
1,044
146
809 -
769
1,139
1,151
618
536
9,850
2438
744
5,333
0 426
307
2,470
922
923
376
110
11,611
2439
1,699
1,682
0 127
364
693
1,209
1,210
452
382
7,817
2440
729
5,830
528
356
391
1,961
901
906
364
171
12,136
2441
666
0 0
0 1,006
0 617
627
559
617
4,092
2442
97 607
0 48
45 265
105
105
46. 21
1,340
2443.
416-
681
0 53
515
291
402
407
310
309
3,383
2444
104
762
0 47
45. 262
119
119
46 21
1,525
2445
158
989
0 77
74. 429
171
171
75 34
2,179
2447
1,492
0 0
0 2,254
0 1,383
1,405
1,252
1,383
9,169
2782
212
1,356
0 103
97 573
231
231
100
45 2,949
2785
2,150
1,071
0 96
697
527
1,494
1,498
663
630
8,826
2786
122
795
0 59
56 328
134
134
57 26
1,711
Tuesday, December 13, 2005 Page 2 of 2
H H /D
Total Trip Ends For City Of Newport Beach
Analysis Year: Z.oy o Reference Number: 01232
Runld: 60' � Prgf c t Build Date: 10/13/2005
Land Use: Build Time: 12:00:00 PM
i
HO Attr HO Prod_HSch Attr_HSch Prod HW Attr HW Prod __00 Attr.--- 00 Prod OW Attr 0 Prod_ Total_ 153,163 212,617 9,481 15,332 107,577 81,761 127,286 129,081 76,428 69,271 981,997 Saturday, March 18, 2006 rage i or .1
A+
THIS PAGE INTENTIONALLY LEFT BLANK
H H / 2,
APPENDIX II
GENERAL PLAN BUILDOUT WITH PROJECT TRIP GENERATION
CHANGE FROM GENERAL PLAN BUILDOUT WITHOUT PROJECT BY TAZ
TAZ
WITHOUT PROJECT
WITH PROJECT
ICHANGE
1373
2274
23361
62 1374
2274
2550
276
1375
3481
3715
2-34
1376
3638
4074,
436
1377
5229
5653
424
1378
5912
6891
_
979
1379
5188
4737
-451
1380
1692
_
2356
664
1381
2367
3094
727
1382
3562
5112
1550
1383
3623
2244
-1379
1384
1317
2518
1201
1385
2645
2645
0 1386
2528
2258
-270
1387
2042
1967
-75
1388
8586
9140
554
-1389
4202
2791
-1411
1390
1623
1721
98 1391,
1079
803
-276
1392
2534
2195
-339
1393
3055
5487
2432
1394
0 4414
4414
1395
5831
.2015
-3816
1396
6981
6981
0 1397
1157
1157
0 1398
443
443
0 1399
1789
1789
1400
537
537
_0
0 1401
1496
_
1496
0 507
_ _
2733
2226
1403
8820
_ _
9938
1118
1404
4818
6088
1270
1405
12567
13521
954
1406
2358
6348
3990
1407
2761
2761
0 1408
1457
1457
0 1409
11341
11341
0 1410
. 711
711
0 1411
124
124
0 1412
602
602
0 1413
2503
2503
0 1414
1181
1181
0 1415
1589
1589
0 1416
1857
1857
0 1417
562
562
0 1418
570
570
0 1419
1737
1737
0 1420
4490
4490
0 1421
15228
15415
187
1422
4731
4731
0 1423
3108
3108
_ _ _
0 1424
10335
_ 10335
0 _
1425
1639
2677
1038
1426
_
1702
_
1393
-309
1427
9744
97441
0 rr3
TAZ
WITHOUT PROJECT
WITH PROJECT
ICHANGE
1428
19263
19263
0 1429
7540
7540
0 1430
14687
19759
5072
1431
6860
5886
-974
1432
9635
13831
4196
1433
5142
9204
4062
1434
15832
15832
0 1435
1855
18_5.5
_
0 1436
10060
12311
2251
1437
27 27
0 1438
1487
1764
277
1439
13306
15323
2017
1440
1934
1934
0 1441
8976
9761
785
1442
1999
1999
0 1443
4140
4140
0 1444
4561
4561
0 1445
4250
4250
0 1446
2931
2931
0 1447
3262
3262
0 1448
2600
2600
0 _
1449
3671
4414
743
1450
4075
7294
3219
1451
4321
5562
1241
1452
6238
9638
3400
1453
7565
5838
-1727
1454
10395
5811
-4584
1455
7335
7335
0 1456
1024.8
8148
-2100
1457
7972
7972
0 1458
9467
11915
2448
1459
10192
8593
-1599
1460
7057
7057
0 1461
6101
_
6101
1462
289
_
289
0 1463
10203
8728
-1475
1464
24620
24620
0 1465
6773
6773
0 1466
14537
14537
0 1467
7807
7807
0 1468
415
415
0 1469
11390
11390
0 1470
_ _
8463
7898
-565
1471
4656
4656
0 1472
7308
7308
0 1473
2127
2127
0 1474
10673
10615
-58
1475
3358
3358
0 1476
1953
1953
0 1477
5285
5285
_
0 1478
430
430
0 1479
1532
1532
0 1480
1992
1992
0 1481
2857
2857
0 1482
3407
_
34071
0 114
TAZ
( WITHOUT PROJECT
IWITH PROJECT
CHANGE
1483
232
232
0 1484
14630
14741
_
111
1485
37183
40118
2935
1486
17669
19998
2329
1487
6958
9176
2218
_
1488
953
953
0 1489
1973
1973
0 1490
1283
1283
0 1491
11308
11419
111
1492
7094
7205
111
1493
5365
5365
0 1494
5004
5004
0 1495
8582
8582
0 1496
3485
3485
0 1497
3216
3216
0 1498
6294
6295
1 1499
1817
1817
0 1500
1665
1665
0 1501
12202
12203
1 1502
6066
6066
0 15.03
3938
3938
0 1504
8831
8831
0 1505
11018
11018
0 1506
3580
3580
0 1507
1525
1525
0 1508
4090
4090
_
0 1510
1919
_
1919
0 1511
2899
2899
0 1512
_
1877
1877
0 _
1513
4866
4866
0 _
1514
412
412
0 1515
3320
_
3251
-69
1516
1728
1512
-216
1517
6468
6260
-208
1518
5511
5511
0 1519
4949
4949
0 1520
2078
2078
0 1521
6720
672a
0 1522
6622
5620
-1002
1523
3982
3385
-597
1525
8692
8419
-273
1526
4401
4401
0 1527
46 46
0 1528
371
371
0 1529
1423
2624
1201
1530
3235
2500
-735
1531
5681
5681
0 1532
828
_ 828
-- 0
1534
2396
_
3762
1366
1535
11579
_
8987
-2592
1536
4751
4751
0 1845
1845
0 1538
1340
1340
0 1539
3383
3383
0 1540
4092
4092
0 TAZ
WITHOUT PROJECT
WITH PROJECT
CHANGE
1541
514
514
0 1543
9169
9169
0 1544
1711
1711
0 1545
2949
2949
0 1547
2335
2335
0 _
1548
6020
4795
-1225
1549
672
1244
572
1550
4008
4281
273
1553
1221
1221
0 1554
2432
2432
0 1555
6394
6394
0 1556
6590
1676
-4914
1558
8229
5142
-3087
1559
7050
7352
302
1563
4396
4396
0 1618
60 60
_
0 1671
3171
3171
0 1672
104
104
_
0 1673
3405
3405.
0 1674
5811
5811
0 1675
1584
1584
_
0 1676
70136
70136
0 1713
11314
11314
0 1714
4352
4352
0 1715
2364
2364
0 1716
3825
3825
0 Uh-UcJobs\ el\FinalAits\[FinalTripsByNbtmCompare.xlslSummary mpare.xls Summa
.rs �,
APPENDIX JJ
GENERAL PLAN BUILDOUT WITH PROJECT
INTERSECTION CAPACITY UTILIZATION (ICU) WORKSHEETS
(EXISTING LANES)
la. Bluff & Coast Hw.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
125
.039*
90 .028*
SBT
0 0
0 0
SBR
2 3200
215
.067
375
.11.7
EBL
2 3200
556
.174
470
.147*
EBT
3 4800
2826
.589*
1880
.392
EBR
0 0
0 0
WBT
3 4800
550
.115
3080
.642*
WBR
1 1600
200
.125
230
.144
Note:
Assumes Right -Turn
Overlap for
SBR
TOTAL CAPACITY UTILIZATION
1b. 15th St. & Coast Hw.
628 .817
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
125
.039*
90 .028*
SBT
0 0
0 0
SBR
2 3200
215
.067
375
.117
EBL
2 3200
640
.200
610
.191*
EBT
3 4800
3260
.679*
2370
.494
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
561
.117
2950
.615*
WBR
1 1600
204
.128
239
.149
Note:
Assumes Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
.718 .834
2. Superior & Placentia
General
Plan
With Project
AM
PK HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
120
.075
150
.094*
NBT
2 3200
980
.306*
440
.138
NBR
1 1600
80 .050
50 .031
SBL
1 1600
70 .044*
50 .031
SBT
2 3200
290
.091
760
.238*
SBR
d
1600
20 .013
10 .006
EBL
1 1600
10 .006
10 .006
EBT
1 1600
500
.313*
360
.225*
EBR
1 1600
160
.100
240
.150
WBL
0.5 10.
{.006}*
20 {.012} *
WBT
1.5 3200
390
.141
530
209
WBR
0 50
.120
TOTAL CAPACITY UTILIZATION .669 .569
J'T
3. Superior & Coast Hw.
General Plan With Project
AM PK
HOUR
LANES
CAPACITY
VOL
V/C
NBL
1.5 10
NBT
1.5 4800
510
.175*
NBR
0 140
SBL
1.5 180
SBT
1.5 4800
170
.073*
SBR
2 3200
20 .006
EBL
2 3200
540
.169
EBT
3 4800
2690
.560*
EBR
d
1600
220
.138
WBL
1 1600
110
.069*
WBT
4 6400
580
.091
WBR
d
1600
240
.150
Note:
Assumes
N/S Split
Phasing
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
4. Newport & Hospital
PM PK HOUR
VOL V/C
360
240 .152*
130
260
410 .140*
420 .131
1480 .308*
300 .188
250 .156*
2770 .433
200 .125
877 .756
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
160
.100
240
.150*
NBT
3 4800
2290
.477*
1250
.260
NBR
1 1600
10 .006
80 .050
SBL
1 1600
60 .038*
40 .025
SBT
3 4800.
1380
.288
2130
.444*
SBR
d
1600
220
.138
200
.125
EBL
2 3200
130
.041
130
.041
EBT
1 1600
420
.263*
330
.206*
EBR
1 1600
100
.063
10 .006
WBL
1 1600
80 .050*
260
.163*
WBT
2 3200
330
.116
330
.131
WBR
0 0
40 90
TOTAL CAPACITY UTILIZATION
J,T 15
.828 .963
5. Newport & Via Lido
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1900
.396*
1030
.215*
NBR
1 1600
20 .013
40 .025
SBL
2 3200
500
.156*
590
.184*
SBT
3 4800
750
.156
1630
.340
SBR
0 0
0 0
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
1 1600
50 .031*
10 .006*
WBT
0 0
0 0
WBR
2 3200
380
.119
520
.163
Note:
Assumes
Right -Turn
Overlap
for WBR
TOTAL CAPACITY UTILIZATION
6. Newport & 32nd
General Plan With Project
.583 .405
AM PK
HOUR
LANES
CAPACITY
VOL
V/C
NBL
1 1600
20 .013
NBT
2 3200
1220
.381*
NBR
d
1600
20 .013
SBL
1 1600
60 .038
SBT
2 3200
810
.297*
SBR
0 0
140
EBL
1.5 430
EBT
0.5 3200
50 .150*
EBR
1 1600
20 .013
WBL 0.5 50 .031*
WBT 1.5 3200 40 .025
WBR f 150
Note: Assumes N/S Split Phasing
Note: Assumes E/W Split Phasing
TOTAL CAPACITY UTILIZATION .859
PM PK HOUR
VOL V/C
50 .031
870 .272*
40 .025
80 .050
1440 .537*
280
160
70 .072*
20 .013
40 60 .031*
200
.912
7. Riverside & Coast Hw.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 {.006)*
20 {.012)*
NBT
1 1600
0 .006
0 .013
NBR
d
1600
0 .000
10 .006
SBL
0 0
140
120
SBT
1 1600
10 .094*
10 .081*
SBR
1 1600
350
.219
400
.250
EBL
1 1600
210
.131
340
.213*
EBT
2 3200
2760
.866*
2290
.719
EBR
0 0
10 10
WBL
1 1600
10 .006*
10 .006
WBT
3 4800
1810
.377
3010
.627*
WBR
1 1600
50 .031
60 .038
Note:
Assumes
Right -Turn
Overlap for SBR
TOTAL CAPACITY UTILIZATION
8. Tustin & Coast Hw.
General Plan With Project
.972 .933
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
1 1600
0 .006
0 .006
NBR
0 0
10 10
SBL
0 0
30 110
SBT
1 1600
0 .038*
0 .094*
SBR
0 0
30 40
EBL
1 1600
70 .044
140
.088*
EBT
2 3200
2870
.900*
2250
.706
EBR
0 0
10 10
WBL
0 0
0 0
WBT
3 4800
1810
.377
3100
.646*
WBR
1 1600
80 .050
180
.113
TOTAL CAPACITY UTILIZATION
stf ?
9. MacArthur & Campus
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
150
.094
320
.200*
NBT
4 6400
1660
.259*
1520
.238
NBR
1 1600
120
.075
80 .050
SBL
1 1600
240
.150*
150
.094.
SBT
4 6400
990
.155
1510
.236*
SBR
1 1600
550
.344
910
.569
EBL
2 3200
770
.241*
530
.166*
EBT
3 4800
990
.206
700
.146
EBR
d
1600
200
.125
160
.100
WBL
2 3200
40 .013
160
.050
WBT
3 4800
630
.131*
1470
.306*
WBR
f
60 190
Right
Turn Adjustment
SBR
..029*
SBR
.333*
TOTAL CAPACITY UTLIZATION .810 1.241
10. MacArthur & Birch
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
50 .031
180
.113*
NBT
3 4800
1340
.279*
1030
.215
NBR
1 1600
140
.088
60 .038
SBL
1 1600
180
.113*
130
.081
SBT
4 6400
810
.163
1280
.261*
SBR
0 0
230.
390
EBL
1.5 710
460
EBT
1.5 4800
670
.300*
480
.210*
EBR
0 60
70 WBL
1 1600
50 .031
150
.094
WBT
2 3200
310
.097*
1020
.319*
WBR
f
20 360
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
-TY 9
.789 .903
11. Von Karman & Campus
General
Plan
With Project
AM PK
HOUR-
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .'013
20 .013*
NBT
2 3200
940
.294*
570
.178
NBR
f
30 20
SBL
1 1600
40 .025*
160
100
SBT-
2 3200
580
.209
1140
.441*
SBR
0 0
90 270
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
750
.234
1020
.319
EBR
1 1600
50 .031
70 .044
WBL
1 1600
60 .038
40 .025
WBT
2 3200
480
.181*
1040
.369*
WBR
0 .0
100
140
TOTAL CAPACITY UTILIZATION .731 .973
12. MacArthur & Von Karman
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
130
.081
50 .031*
NBT
3 4800
1460
.304*
960
.200
NBR
1 1600
580
.363
180
.113
SBL
1 1600
60 .038*
110
.069
SBT
3 4800
670
.140
1280
.267*
SBR
1 1600
190
.119
110
.069
EBL
1 1600
40 .025*
140
.088
EBT
2 3200
170
.053
270
.084*
EBR
f
60 100
WBL
2 3200
170.
.053
860
.269*
WBT
1 1600
180
.113*
210
.131
WBR
f
40 110
Right
Turn Adjustment
NBR
.059*
TOTAL CAPACITY UTILIZATION .539 .651
Jr.1
13. Jamboree & Campus
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
100
.031
160
.050*
NBT
4 6400
2030
.367*
1950
.406
NBR
0 0
320
720
.450
SBL
2 3200
700
.219*
470
.147
SBT
3 4800
1710
.431
2660
.608*
SBR
0 0
360
260
EBL
2 3200
260
.081*
610
.191*
EBT
2 3200
280
.088
850
.266
EBR
f
30 30
WBL
2 3200
800
.250
360
.113.
WBT
2 3200
840
.263*
650
.203*
WBR
1 1600
170
.106
530
.331
Right
Turn Adjustment
WBR
.128*
TOTAL CAPACITY UTILIZATION
14. Jamboree & Birch
.930 1.180
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
420
.263*
140
.088*
NBT
3 4800
2010
.435
1940
.410
NBR
0 0
80 30
SBL
1 1600
10 .006.
90 .056
SBT
3 4800
2030
.423*
2070
.431*
SBR
f
800
430
EBL
1.5 280
680
EBT
0.5 3200
90 .116*
30 .222*
EBR
f
10 420
WBL
0 0
80 60
WBT
1 1600
70 .200*
80 .094*
WBR
0 0
170
10 Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
-T,T/0
1.002 .835
15. Campus & Bristol (N)
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
540
.169
600
.188*
NBT
3 4800
3220
.671*
1700
.354
NBR
0 0
0 0
SBT
4 6400
510
.080
1850
.289*
SBR
2 3200
410
.128
1270
.397
EBT
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
310
.097
540
.169
WBT
4 6400
2010
.353*
2880
.472*
WBR
0 0
250
140
Right
Turn Adjustment
SBR
.108*
TOTAL CAPACITY UTILIZATION 1.024 1.057
16. Birch & Bristol (N)
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C.
NBL
2 3200
110
.034
180
.056*
NBT
2 3200
1230
.384*
600
.188
NBR
0 0
0 0
SBL
0 0
0 0
SBT
1.5 6400
270
.105
830
.361*
SBR
2.5 400
1480
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
1.5 480
.300
530
WBT
3.5 8000
1730
.360*
1730
.303*
WBR
0 820
.513
160
Right
Turn Adjustment
WBR
.153*
TOTAL CAPACITY UTILIZATION
JJ 11
.897 .720
17. Campus/Irvine & Bristol (S)
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
5 8000
2380
.361*
1770
.273*
NBR
0 0
510
410
SBL
1 1600
110
.069*
310
.194*
SBT
3 4800
730
.152
2060
.429
SBR
0 0
0 0
EBL
1.5 1370
550
{.308}*
EBT
2.5 6400
1590
.463*
1420
.308
EBR
2 3200
670
.209
630
.197
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .893 .775
18. Birch & Bristol (S)
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
2.5 6400
500
.139*
330
.098
NBR
1.5 390
300
SBL
2 3200
280
.088*
440
.138
SBT
2 3200
450
.141
920
.288*
SBR
0 0
0 0
EBL
1.5 850
380
EBT
3.5 8000
1200
.283*
1490
250*
EBR
0 210
130
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0-
TOTAL CAPACITY UTILIZATION .510 .538
,T,T 1 z
19. Irvine & Mesa
General
Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
100
.063
50 .031*
NBT
2 3200
2070
.647*
940
.294
NBR
d
1600
640
.400
170
.106
SBL
1 1600
10 .006*
10 .006
SBT
2 3200
1090
.341
2240
.700*
SBR
d
1600
60 .038
200
.125
EBL
1 1600
300
.188
90 .056
EBT
1 1600
310
.219*
80 .188*
EBR
0 0
40 220
WBL
1 1600
170
.106*
430
.269*
WBT
1 1600
70 .044
600
.375
WBR
1 1600
10 .006
10 .006
TOTAL CAPACITY UTILIZATION .978 1.188
20. Irvine & University
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
260
.163
180
.113*
NBT
2 3200
2460
.769*
1090
.341
NBR
1 1600
60 .038
20 .013
SBL
1 1600
90 .056*
40 .025
SBT
2 3200
1050
.328
2630
.822*
SBR
1 1600
150
.094
450
.281
EBL
1 1600
550
.344*
170
.106*
EBT
2 3200
110
.034
30 .009
EBR
d
1600
210
.131
210
.131
WBL
1 1600
20 -
.013
20 .013
WBT
1 1600
30 .019*
80 .050*
WBR
d
1600
20 .013
50 .031
TOTAL CAPACITY UTILIZATION 1.188 1.091
JJ / 3
21. Irvine & Santiago
General Plan With Project
LANES CAPACITY
NBL
1 1600
NBT
2 3200
NBR
0 0
SBL
1 1600
SBT
2 3200
SBR
d
1600
EBL
0 0
EBT
1 1600
EBR
d
1600
WBL 0 0
WBT 1 1600
WBR d 1600
Right Turn Adjustment
AM PK
HOUR
VOL
V/C
110
.069
1500
.472*
10 40
.025*
980
.306
40 .025
160
{.100}*
40 .125
110
.069
TOTAL CAPACITY UTILIZATION
22. Irvine & Highland
General Plan With.Project
LANES CAPACITY
NBL
1 1600
NBT
2 3200
NBR
d
1600
SBL
1 1600
SBT
2 3200
SBR
d
160.0
EBL
0 0
EBT
1 1600
EBR
d
1600
VIBL
0 0
WBT
1 1600
WBR
d
1600
Right
Turn
Adjustment
20 80 .063*
140 .088
WBR .025*
PM PK HOUR
VOL V/C
140 .088*
1120 .356
20 110 .069
1810 .566*
120 .075
60 {.037}*
70 .081
140 .088
10 110 .075*
70 .044
.685 .766
AM PK
HOUR
VOL
V/C
100
063
1610
.503*
10 .006
20 .013*
1180
.369
20 .013
80 {.050}*
10 .056
120
.075
20 30
.031*
50 .031
EBR
.006*
TOTAL CAPACITY UTILIZATION
.TJ-14
PM PK
HOUR
VOL
V/C
120
.075*
1330
.416'
20 .013
20 .013
1690
.528*
60 .038
20 {.012}*
20 .025
70 .044
10 40
.031*
10 .006
EBR
.007*
603 .653
23. Irvine & Dover
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL-
1 1600
40 .025
50 .031
NBT
2 3200
1300
.406*
1090
.341*
NBR
d
1600
20 .013
20 .013
SBL
1 1600
160
.100*
250
.156*
SBT
2 3200
980
.306
1420
.444
SBR
d
1600
20 .013
60 .038
EBL
1 1600
100
.063*
40 .025*
EBT
1 1600
190
.150
120
.156
EBR
0 0
50 130
WBL
1 1600
20 .013
40 .025
WBT
1 1600
160
.100*
270
.169*
WBR
1 1600
330
.206
260
.163
Right
Turn Adjustment
WBR
.106*
TOTAL CAPACITY UTILIZATION .775 .691
24. Irvine & Westcliff
General Plan
With Project
AM PK-HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
100
.031
290
.091*
NBT
2 3200
950
.297*
660
.206
NBR
d
1600
40 .025
10 .006
SBL
2 3200
320
.100*
120
.038
SBT
2 3200
660
'.206
840
.263*
SBR
d
1600
200
.125
490
.306
EBL
2 3200
390
.122*
370
.116*
EBT
2 3200
440
.163
540
.228
EBR
0 0
80 190
WBL
1 1600
30 .019
90 .056
WBT
2 3200
390
.138*
890
.309*
WBR
0 0
50 100
Right
Turn Adjustment
SBR
.043*
TOTAL CAPACITY UTILIZATION .657 .822
If 1.5
25. Dover & Westcliff
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
270
.084*
870
.272*
NBT
2 3200
440
.138
690
.216
NBR
0 0
0 0
SBL
0 0
0 0
SBT
1 1600
440
.275*
360
.225*
SBR
1 1600
50 .031
40 .025
EBL
2 3200
80 .025*
150
.047*
EBT
0 0
0 0
EBR
f
610
930
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .384
26. Dover & 16th
.544
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
_CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
100
.063*
210
.131
NBT
2 3200
750
.234
1310
.409*
NBR
d
1600
20 .013
60 .038
SBL
1 1600
50 .031
50 .031*
SBT
2 3200
1130
.353*
940
.294
SBR
d
1600
30 .019
50 .031
EBL
0 0
10 20
EBT
1 1600
10 .013*
30 .031*
EBR
d
1600
260
.163
220
.138
WBL
1 1600
.40
.025*
40 .025*
WBT
1 1600
10 .006
30 .019
WBR
1 1600
50 .031
50 .031
Right
Turn Adjustment
EBR
.150*
EBR
.107*
TOTAL CAPACITY UTILIZATION
JI1b
.604 .603
27. Dover & Coast Hw.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
30 .019
20 .013
NBT
1 1600
60 .038*
90 .056*
NBR
1 1600
60 .038
50 .031
SBL
3 4800
1080
.225*
1010
.210*
SBT
1 1600
60 .038
70 .044
SBR
1 1600
90 .056
110
.069
EBL
2 3200
190
.059
140
.044*
EBT
3 4800
2490
.521*
2100
.444
EBR
0 0
10 30
WBL
1 1600
40 .025*
60 .038
WBT
3 4800
1800
.375
3030
.631*
WBR
f
700
1160
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
28. Bayside & Coast Hw.
809 .941
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2.5 430
280
NBT
0.5 4800
30 .119*
20 .065*
NBR
0 110
10 SBL
1 1600
50 .031*
130
.081*
SBT
1 1600
20 .013
20 .013
SBR
d
1600
50 .031
130
.081
EBL
1 1600
80 .050
140
.088*
EBT
3 4800
3320
.692*
2330
.485
EBR
1 1600
380
.238
620
.388
WBL
1 1600
80 .050*
30 .019
WBT
4 6400
1880
.316
3890
.616*
WBR
0 0
140
50 Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION .892 .850
,T,11
29. MacArthur & Jamboree
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066
290
.091*
NBT
3 4800
1890
.394*
870
.181
NBR
1 1600
600
.375
620
.388
SBL
2 3200
130
.041*
260
.081
SBT
3 4800
570
.119
1600
.333*
SBR
f
130
560
EBL
2 3200
670
.209
240
.075
EBT
3 4800
1760
.367*
1480
.308*
EBR
f
160
70 WBL
2 3200
420
.131*
920
.288*
WBT
3 4800
1120
.233
1570
.327
WBR
f
170
180
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
30. Jamboree & Bristol (N)
.933 1.020
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
1140
.356
900
.281*
NBT
3 4800
3270
.681*
2620
.546
NBR
0 0
0 0
SBL
0 0
0 0
SBT
2.5 6400
730
.228
1460
.391*
SBR
1.5 740
.231
1040
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
J,- j 4
681 .672
31. Bayview Place & Bristol (S)
General Plan With Project
LANES CAPACITY
NBL
0 0
NBT
0 0
NBR
2 3200
SBL
0 0
SBT
0 0
SBR
0 0
EBL
0 0
EBT
4 6400
EBR
1 1600
WBL
0 0
WBT
0 0
WBR
0 0
Right
Turn
Adjustment
AM PK HOUR PM PK HOUR
VOL
V/C
VOL
V/C
0 0
0 0
80 .025
360
.113
0 0
0 0
0 0.
0 0
3650
.570*
3310
.517*
120
.075
10 .006
0 0
0 0
0 0
NBR
.025*
NBR
.113*
TOTAL CAPACITY UTILIZATION .595 .630
32. Jamboree & Bristol (S)
General Plan With Project
LANES CAPACITY
NBL
0 0
NBT
5 8000
NBR
0 0
SBL
0 0
SBT
3 4800
SBR
0 0
EBL
1.5 EBT
1.5 4800
EBR
2 3200
WBL
0 0.
WBT
0 0
WBR
0 0
AM PK
HOUR
PM PK
HOUR
VOL
V/C
VOL
V/C
0 0
2100
.270*.
2360
.309
60 110
0 0
700
.146
1490
.310*
0 0
2150
.672*
1180 {.558}*
570
.356
1500
.558
1020
.319
1010
.316
0 0
0 0
0 0
TOTAL CAPACITY UTILIZATION .942
JJ- 11
33. Jamboree & Bayview Way
General Plan With Project
LANES CAPACITY
NBL
1 1600
NBT
4 6400
NBR
0 0
SBL
1 1600
SBT
4 6400
SBR
1 1600
EBL
2 3200
EBT
1 1600
EBR
1 1600
WBL 1 1600
WBT 1 1600
WBR 1 1600
Right Turn Adjustment
AM PK HOUR PM PK HOUR
VOL
V/C
VOL
V/C
140
.088
60 .038
.1980
.322*
2230
.359*
80 70
110
.069*
150
.094*
1450
.227
2270
.355
190
.119
80 .050
40 .013*
90 .028*
10 .006
10 .006
40 .025
170
.106
10 .006
40 .025
10 .006*
10 .006*
60 .038
140
.088
Multi
.044*
Multi
.179*
TOTAL CAPACITY UTILIZATION .454 .666
34. Jamboree & Eastbluff/Univ.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
60 .038
50 .031
NBT
3 4800
1620
.338*
1940
.404*
NBR
1 1600
240 -
.150
360
.225
SBL
2 3200
130
.041*
190
.059*
SBT
3 4800
1090
.227
1920
.400
SBR
1 1600
270
.169
390
.244
EBL
1_.5
510
200
EBT
0.5 3200
120
.197*
110
097*
EBR
1 1600
10 .006
10 .006
WBL
1.5 340
.106*
340
.106*
WBT
1.5 4800
110
.069
110
.069
WBR
f
170
210
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .682 .666
J",T ,2o
35. Jamboree & Bison
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1620
.338*
1900
.396*
NBR
d
1600
360
.225
250
.156
SBL
2 3200
90 .028*
160
.050*
SBT
3 4800
1290
..269
1820
.379
SBR
1 1600
50 .031
90 .056
EBL
1 1600
110
.069*
40 .025*
EBT
0 0
0 0
EBR
1 1600
80 .050
20 .013
WBL
2 3200
270
.084*
490
.153*
WBT
0 0
0 0
WBR
2 3200
220
.069
200
.063
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
36. Jamboree & Eastbluff/Ford
519 .624
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
360
.113*
390
.122*
NBT
3 4800
1780
417
2080
.523
NBR
0 0
220
430
SBL
1 1600
60 .038
60 .038
SBT
3 4800
1680
.350*
2310
.481*
SBR
1 1600
50 .031
100
.063
EBL
1 1600
160
.100
50 .031
EBT
1 1600
210
.131*
130
.081*
EBR
f
420
380
WBL
1.5 480
260
WBT
1.5 4800
520
.208*
150
.085*
WBR
1 1600
90 .056
20 .'013
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
802 .769
37. Jamboree & San Joaquin Hills
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
30 .019
80 .050
NBT
3 4800
1420
.296*
2070
.431*
NBR
f
150
140
SBL
2 3200
630
.197*
580
.181*
SBT
3 4800
1740
.363
2430
.506
SBR
1 1600
40 .025
200
.125
EBL
1.5 280
.088*
90 .028*
EBT
1.5 4800
50 .031
30 .019
EBR
1 1600
50 .031
40 .025
WBL
2 3200
90 .028*
250
.078*
WBT
1 1600
10 .006
50 .031
WBR
f
460
690
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
38. Jamboree & Santa Barbara
.609 .718
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
.LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
10 .006
10 .006
NBT
3 4800
1630
.340*
1920
.400*
NBR
1 1600
200
.125
100
.063
SBL
2 3200
430
.134*
340
.106*
SBT
3 4800
1370
.285
2070
.431
SBR
1 1600
10 .006
30 .019
EBL
1 1600
60 .038*
20 .013
EBT
1 1600
10 .025
10 .013*
EBR
0 0
30 10
WBL
1.5 90
480
WBT
0.5 3200
10 .031*
10 .153*
WBR
1 1600
100
.063
440
.275
Right
Turn Adjustment
WBR
.032*
WBR
.122*
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION .575 .794
JIT 1 .2-
39. Jamboree & Coast Hw.
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL-
V/C
VOL
V/C
NBL
1 1600
20 .013
50 .031
NBT
2 3200
560
.203*
380
.163*
NBR
0 0
90 140
SBL
1 1600
180
.113*
150
.094*
SBT
2 3200
290
.091
620
.194
SBR
f
920
1840
EBL
3 4800
1320
.275*
910
.190*
EBT
4 6400
2130
.336
1560
.245
EBR
0 0
20 10
WBL
2 3200
90 .028
240
.075
WBT
4 6400
1150
.180*
2270
.355*
WBR
f
120
130
TOTAL CAPACITY UTILIZATION
40. Santa Cruz & San Joaquin H.
.771 .802
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
120
.038*
400
.125
NBT
1 1600
10 .031
10 .137*
NBR
0 0
40 210
SBL
1 1600
20 .013
10 .006*
SBT
1 1600
10 .006*
10 .006
SBR
1 1600
70 .044
60 .038
EBL
1 1600
60 .038
100
.063*
EBT
3 4800
470
.147*
400
.125
EBR
0 0
240
.150
250
.156
WBL
1 1600
230
.144*
30 .019
WBT
3 4800
340
.077
510
.113*
WBR
0 0
30 30
Right
Turn Adjustment Multi .
.041*
SBR
.020*
TOTAL CAPACITY UTILIZATION .376 .339
J1 13
41. Santa Rosa & San Joaquin H.
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
40 .025
150
.094*
NBT
1 1600
10 .006*
30 .019
NBR
1 1600
200
.125
750
.469
SBL
1 1600
110
.069*
100
.063
SBT
1 1600
20 .013
10 .006*
SBR
1 1600
20 .013
.50
.031
EBL
1 1600
40 .025
50 .031
EBT
3 4800
340
.088*
620
.148*
EBR
0 0
80 90
WBL
2 3200
780
.244*
440
.138*
WBT
3 4800
530
.133
260
.073
WBR
0 0
110
90 Right
Turn Adjustment
Multi
.319*
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
42. Newport Center & Coast Hw.
.407 .705
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
30 .009*
.290
.091*
SBT
0 0
0 0
SBR
f
100
850
EBL
2 3200
610
.191*
370
.116*
EBT
3 4800
1960
.408
1690
.352
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1360
.283*
2020
.421*
WBR
f
180
170
TOTAL CAPACITY UTILIZATION .483 .628
JJ-;q
44. Avocado & San Miguel
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
140
.088*
70 .044
NBT
1 1600
140
.088
30 .019*
NBR
1 1600
70 .044
610
.381
SBL
1 1600
40 .025
240
.150*
SBT
1 1600
50 .031*
170
.106
SBR
1 1600
20 .013
10 .006
EBL
1 1600
10 .006*
10 .006
EBT
2 3200
140
.050
730
.263*
EBR
0 0
20 110-
WBL
2 3200
550
.172
370
.116*
WBT
2 3200
540
.234*
630
.216
WBR
0 0
210
60 Right
Turn Adjustment
NBR
.246*
Note:
Assumes
Right -Turn
Overlap
for SBR
NBR
TOTAL CAPACITY UTILIZATION .359 .794
45. Avocado & Coast Hw.
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
100
.063*
150
094*
NBT
1 1600
40 .025
100
063
NBR
1 1600
260
.163
160
.100
SBL
1.5 80
.050
350
SBT
0.5 3200
90 .056*
150
.156*
SBR
1 1600
50 .031
300
.188
EBL
1 1600
290
.181*
160
.100
EBT
3 4800
1670
.348
1770
.369*
EBR
d
1600
70 .044
70 .044
WBL
1 1600
140
.088
200
.125*
WBT
3 4800
1560
.325*
1800
.375
WBR
1 1600
130
.081
60 .038
Right
Turn Adjustment
NBR
.100*
Multi
.038*
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION .725 .782
J-.r.Zs
46. SR•73 NB Ramps & Bison
General Plan With Project
LANES CAPACITY
NBL 1.5
NBT 0 4800
NBR 1.5
SBL
0 0
SBT
0 0
SBR
0 0
EBL
1 1600
EBT
2 3200
EBR
0 0
WBL 0 0
WBT 2 3200
WBR 1 1600
Right Turn Adjustment
AM PK HOUR
VOL V/C
180 {.108}*
0 .108
340
0 0
20 .013
1310 .409*
0 0
130 .041
260 .163
TOTAL CAPACITY UT:LIZATION
47. SR•73 SB Ramps & Bison
General Plan With Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
LANES CAPACITY
0 0
0 .0
0 0
2 3200
0 0
f
0 0
2 3200
1 1600
2 3200
2 3200,
0 0
PM PK HOUR
VOL V/C
230 .072*
0 100 .063
0 0
10 .006*
720 .225
0 0
730 .228*
850 .531
WBR .303*
.517 .609
AM PK HOUR
VOL V/C
0 0
0 990 .309*
0 10
0 310 .097*
70 .044
50 .016*
280 .088
0 TOTAL CAPACITY UTILIZATION .422
PM PK HOUR
VOL V/C
0 0
0 370 .116*
0 10
0 320 .100*
100 .063
340 .106*
610 .191
0 322
c1J 24
48. MacArthur & Bison
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
390
.122
260
.081*
NBT
4 6400
3680
.575*
2710
.423
NBR
f
210
140
SBL
2 3200
60 .019*
40 .013
SBT
4 6400
2710
.423
3090
.483*
SBR
1 1600
390
.244
480
.300
EBL
2 3200
330
.103*
330
.103*
EBT
2 3200
270
.084
210
.066
EBR
f
210
100
WBL
2 3200
160
.050
220
.069
WBT
2 3200
250
.078*
400
.125*
WBR
1 1600
10 .006
50 .031
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
49. MacArthur & Ford/Bonita Cyn
.775 .792
General
Plan
With Project
AM PK
HOUR
PM PK
HOAR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
140
.044*
80 .025
NBT
4 6400
2110
.330
2460
.384*
NBR
f
130
550
SBL
2 3200
390
.122
1040
.325*
SBT
4 6400
3000
.469*
2480
.388
SBR
f
10 70
EBL
2 3200
40 .013*
10 .003
EBT
2 3200
380
.119
650
.203*
EBR
1 1600
90 .056
110
.069
WBL
2 3200
400
.125
270
.084*
WBT
2 3200
880
.275*
380
.119
WBR
f
1650
730
TOTAL CAPACITY UTILIZATION .801 0.996
JS A 7
50. MacArthur & San Joaquin H.
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
70 .022
20 .006
NBT
3 4800
1560
.325*
1810
.377*
NBR
1 1600
10 .006
20 .013
SBL
2 3200
590
.184*
920
.288*
SBT
3 4800
1800
.375
1900
.396
SBR
f
1100
450
EBL
2 3200
230
.072*
1090
.341*
EBT
3 4800
320
075
620
.148
EBR
0 0
40 90
WBL
1 1600
20 .013
20 .013
WBT
2 3200
670
.209*
370
.116*
WBR
f
1000
520
TOTAL CAPACITY UTILIZATION
51. MacArthur & San Miguel
General Plan With Project
790 1.122
AM PK
HOUR
LANES
CAPACITY
VOL
V/C
NBL
2 3200
120
.-038
NBT
3 4800
1530
.319*
NBR
1 1600
340
.213
SBL
2 3200
10 .003*
SBT
3 4800
1110
.231
SBR
1 1600
770
.481
EBL
2 3200
80 .025
EBT
2 3200
110
.056*
EBR
0 0
70 WBL
2 3200
300
094*
WBT
2 3200
360
.113
WBR
d
1600
20 .013
Right
Turn Adjustment
SBR
.172*
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION .644
1 'Z8
PM PK HOUR
VOL V/C
190 .059*
900 .188
450 .281
10 .003
1440 300*
560 .350
940 .294*
530 .213
150
-280 .088
310 .097*
40 .025
750
52. MacArthur & Coast Hw.
General Plan With Project
LANES CAPACITY
NBL
0 0
NBT
0 0
NBR
0 0
SBL
2 3200
SBT
0 0
SBR
f
EBL
2 3200
EBT
3 4800
EBR
0 0
WBL
0 0
WBT
3 4800
WBR
f
All PK HOUR PM PK HOUR
VOL
V/C
VOL
V/C
0 0
0 0
0 0
540
.169*
730
.228*
0 0
370
780
880
.275*
640
.200*
1100
.229
1540
.321
0 0
0 0
1340
.279*
1670
.348*
820
530
TOTAL CAPACITY UTILIZATION 1.723 .776
53. SR-73 NB Ramps & Bonita Cyn
General Plan With Project
LANES CAPACITY
NBL
2 3200
NBT
0 0
NBR
1 1600
SBL
0 0
SBT
0 0
SBR
0 0
EBL
0 0
EBT
2 3200
EBR
1 1600
WBL
1 1600
WBT
2 3200
WBR
0 0
Right
Turn
Adjustment
AM PK HOUR PM PK HOUR
VOL
V/C
VOL
V/C
390
.122*
20 .006*
0 0
590
.369
200
.125
0 0
0 0
0 0
0 0
790
.247*
1220
.381*
10 .006
10 .006
710
.444*
410
.256*
1270
.397
1180
.369
0 0
NBR
.247*
NBR
.119*
TOTAL CAPACITY UTILIZATION 1.060
J.:ra9
.762
54. SR-73 SB Ramps & Bonita Cyn
General Plan With Project
LANES CAPACITY
NBL
2 3200
NBR
1 1600
SBT
0 0
SBR
0 0
EBT
2 3200
EBR
1 1600
WBT
3 4800
WBR
0 0
Right
Turn
Adjustment
AM PK HOUR PM PK HOUR
VOL
V/C
VOL
V/C
180
.056*
1500
.047*
230
.144
350
.219
0 0
0 0
0 0
520
.163
810
.253*
160
.100
590
.369
140
.044
230
.072*
1520
.317*
990
.206
0 0
NBR
.088*
Multi
.288*
TOTAL CAPACITY UTILIZATION
55. Spyglass Hill & San Miguel
General Plan With Project
LANES CAPACITY
NBT
1 1600
NBR
d
1600
SBL
SBT
1 1600
SBR
1 1600
EBT
2 3200
EBR
d
1600
WBL
1 1600
WBR
d
1600
Right
Turn
Adjustment
.461 .660
AM PK
HOUR
PM PK
HOUR
VOL
V/C
VOL
V/C
40 {.025}*
30 1 0191*
31 170
.106
190
.119
40 20
40 .050*
30 .031*
40 .025
40 .025
340
.106*
520
.163*
30 .019
50 .031
100
.063*
130
.081*
380
.119
440
.138
30 .019
40 .025
NBR
.056*
NBR
.081*
TOTAL CAPACITY UTILIZATION .300 .375
JJ- 5a
56. San Miguel & San Joaquin H.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
10 .006
10 .006
NBT
2 3200
250
.131*
600
.294*
NBR
0 0
170
340
SBL
1 1600
60 .038*
140
.088*
SBT
2 3200
480
.150
330
.103
SBR
1 1600
390
.244
140
.088
EBL
2 3200
280
.088*
450
.141
EBT
3 4800
630
.133
910
.192*
EBR
0 0
10 10
WBL
1 1600
390
.244
260
.163*
WBT
3 4800
1290
.290*
670
.154
WBR
0 0
100
70 Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
57. Goldenrod & Coast Hw.
547 .737
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
112
.070*
84 .053*
NBT
1 1600
0 .015
0 .013
NBR
0 0
24 21
SBL
0 0
61 36
SBT.
1 1600
0 .076*
0 .039*
SBR
0 0
60 27
EBL
1 1600
30 .019*
33 .021
EBT
2 3200
1003
.313
1869
.584*
EBR
d
1600
43 .027
53 .033
WBL
1 1600
42 .026
22 .014*
WBT
2 3200
2633
.823*
1658
.518
WBR
d
1600
13 .008
13 .008
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
988 .690
58. Marguerite & San Joaquin H.
General Plan With Project
AM PK
HOUR
LANES
CAPACITY
VOL
V/C
NBL
1.5 350
NBT
0.5 3200
40 .122*
NBR
1 1600
20 .013
SBL
1 1600
50 .031
SBT
1 1600
40 .050*
SBR
0 0
40 EBL
1 1600
30 .019*
EBT
2 3200
480
.150
EBR
1 1600
150
.094
WBL
1 1600
20 .013
WBT
3 4800
1120
.233*
WBR
d
1600
70 .044
Note:
Assumes
N/S Split
Phasing
Note:
Assumes
Right -Turn
Overlap
for EBR
TOTAL CAPACITY UTILIZATION
59. Marguerite & Coast Hw.
PM PK HOUR
VOL V/C
240
60 .094*
70 .044
70 .044
50 .056*
40 40 .025
930 .291*
440 .275
110 .069*
700 .146
40 .025
.424 .510
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
70 .044
90 .056
NBT
1 1600
170
.156*
210
.163*
NBR
0 0
80 50
SBL
1 1600
210
.131*
270
.169*
SBT
1 1600
70 .069
120
.094
SBR
0 0
40 30
EBL
1 1600
80 .050*
70 .044
EBT
2 3200
1360
.425
1860
.581*
EBR
1 1600
40 .025
.90
.056
WBL
1 1600
60 .038
140
.088*
WBT
2 3200
2610
.644*
1530
.500
WBR
0 0
50 70
TOTAL CAPACITY UTILIZATION .981 1.001
J1 3._
60. Spyglass H. & San Joaquin H.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
60 .038
50 .031
NBT
1 1600
10 .019*
10 .025*
NBR
0 0
20 30
SBL
1 1600
70 .044*
40 .025*
SBT
1 1600
10 .006
10 .006
SBR
d
1600
250
.156
150
.094
EBL
1 1600
80 .050*
260
.163*
EBT
2 3200
680
.213
940
.294
EBR
1 1600
20 .013
60 .038
WBL
1 1600
10 .006
10 .006
WBT
2 3200
1130
.353*
660
.206*
WBR
d
1600
70 .044
80 .050
Right
Turn Adjustment
SBR
.131*
SBR
.075*
TOTAL CAPACITY UTILIZATION
61. Poppy & Coast Hw.
.597 .494
General
Plan
With Project
AM PK
HOUR
PM
PK HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
10 .006*
40 .025
NBT
1 1600
10 .013
10 .050*
NBR
0 0
10 70
SBL
0 0
70 130
{.081}*
SBT
1 1606
10 .056*
10 .100
SBR
0 0
10 20
EBL
1 1600
10 .006*
30 .019
EBT
2 3200
1500
.472
1930
.609*
EBR
0 0
10 20
WBL
1 1600
20 .013
30 .019*
WBT
2 3200
1980
.631*
1660
.531
WBR
0 0
40 40
TOTAL CAPACITY UTILIZATION .699 .759
,T,T 33
62. Newport Coast & SR-73 NB
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
02 NBT
3200
1520
.475*
990
.309*
NBR
f
480
330
02 SBT
3200
600
.188
880
.275
SBR
0 0
0 0
EBL
0 0
0 0
EBR
0 0
0 0
WBL
1.5 440
280
WBT
0 3200
0 .175*
0 .091*
WBR
0.5 120
10 TOTAL CAPACITY UTILIZATION .650 .400
64. Newport Coast & San Joaquin
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
110
.034
130
.041*
NBT
3 4800
1640
.342* .
1000
.208
NBR
0 0
0 0
SBL
0 0
0 0
SBT
3 4800
1030
.215
1140
.238*
SBR
1 1600
270
.169
450
.281
EBL
1 1600
450
.281*
260
.163*
EBT
0 0
0 0
EBR
2 3200
180
.056
180
.056
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
Right
Turn Adjustment
SBR
.043*
Note:
Assumes
Right -Turn
Overlap
for EBR
TOTAL CAPACITY UTILIZATION .623 .485
J,5- � �
65. Newport Coast & Coast Hw.
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
10 .006
10 .006
NBT
1 1600
10 .006*
10 .006*
NBR
1 1600
10 .006
10 .006
SBL
2 3200
380
.119*
1110
.347*
SBT
1 1600
10 .006
10 .006
SBR
f
240
350
EBL
1 1600
390
.244*
200
.125*
EBT
3 4800
1040
.217
1660
.346
EBR
1 1600
10 .006
10 .006
WBL
1 1600
10 .006
10 .006
WBT
3 4800
1580
.329*
1210
.252*
WBR
f
1100
500
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION .698 .730
JS 3.5
THIS PAGE INTENTIONALLY LEFT BLANK
,TJ 3&
APPENDIX KK
GENERAL PLAN BUILDOUT WITH PROJECT
INTERSECTION CAPACITY UTILIZATION (ICU) WORKSHEETS
(WITH IMPROVEMENTS)
4. Newport & Hospital /.
General
Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
-160
.050
240
.075*
NBT
3 4800
2290
.477*
1250
.260
NBR
1 1600
10 .006
80 .050
SBL
1 1600
60 .038*
40 .025
SBT
3 4800
1380
.288
2130
.444*
SBR
d
1600
220
.138
200
.125
EBL
2 3200
130
.041
130
.041
EBT
1 1600
420
.263*
330
.206*
EBR
1 1600
100
.063
10 .006
WBL
1 1600
80 .050*
260
.163*
WBT
2 3200
330
.116
330
.131
WBR
0 0
40 90
TOTAL CAPACITY UTILIZATION .828 .888
KK3a.
6. Newport & 32nd
General
Plan
With Project
w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
50 .031*
NBT
2 3200
1220
.381*
870
.272
NBR
d
1600
20 .013
40 .025
SBL
1 1600
60 .038*
80 .050
SBT
2 3200
810
.297
1440
.537*
SBR
0 0
140
280
EBL
2 3200
430
.134*
160
.050*
EBT
1 1600
50 .044
70 .056
EBR
0 0
20 20
WBL
1 1600
50 .031
40 .025
WBT
1 1600
40 .025*
60 .038*
WBR
f
150
200
TOTAL CAPACITY UTILIZATION
.578 .656
�K310
Kt� �5c
1,0 S f�
7. Riverside & Coast Hw.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 {.006}*
20 {012)*
NBT
1 1600
0 .006
0 .613
NBR
d
1600
0 .000
10 .006
SBL
0.5 140
120
SBT
0.5 1600
10 .094*
10 .081*
SBR
1 1600
350
.219
400
.250
EBL
1 1600
210
.131
340
.213*
EBT
3 4800
2760
.577*
2290
.479
EBR
0 0
10 10
WBL
1 1600
10 .006*
10 .006
WBT
3 4800
1810
.388
3010
.640*
WBR
0 0
50 60
Note:
Assumes
Right -Turn
Overlap for SBR
TOTAL CAPACITY UTILIZATION
KK4
.683 .946
7. Riverside & Coast Hw. Lb S b
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 {.006)*
20 {.012)*
NBT
1 1600
0 .006
0 .013
NBR
d
1600
0 .000
10 .006
SBL
0.5 140
120
SBT
0.5 1600
10 .094*
10 .081*
SBR
1 1600
350
.219
400
.250
EBL
2 32.00
210
.066
340
.106*
EBT
3 4800
2760
.577*
2290
.479
EBR
0 0
10 10
WBL
1 1600
10 .006*
10 .006
WBT
3 4800
1810
.388
3010
.640*
WBR
0 .0
50 60
Right
Turn Adjustment
SBR
.059*
SBR -
.063*
Note:
Assumes -Right
-Turn
Overlap for SBR
TOTAL CAPACITY UTILIZATION .742 .902
8. Tustin & Coast Hw. L 0
General Plan With Project
NBL
NBT
NBR
SBL
SBT
SBR
EBL
EBT
EBR
WBL
WBT
WBR
LANES CAPACITY
0 0
11600 0
0 0
I 1600 O
3 4800
0 .0
0 0
3 4800
1 1600
AM PK
HOUR
VOL
V/C
0 .006
10 3G
.038*
30 70
.044
2870
.600*
10 0
1810
.377
80 .050
TOTAL CAPACITY UTILIZATION
K K 5
PM PK HOUR
VOL V/C
0 0 .006
10 110
0 .094*
40 140 .088*
2250 .471
10 3100 .646*
180 .113
.638 .828
,S
Lb 1
9. MacArthur & Carnpus
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
150
.094
320
.200*
NBT
4 6400
1660
.259*
1520
.238
NBR
1 1600
120
.075
80 .050
SBL
1 1600
240
.150*
150
.094
SBT
3.5 8000
990
.193
1510
.303*
SBR
1.5 550
910
EBL
2 3200
770
.241*
530
.166*
EBT
3 4800
990
.206
700
.146
EBR
d
1600
200
.125
160
.100
WBL
2 3200
40 .013
160
.050
WBT
3 4800
630
.131*
1470
.306*
WBR
f
60 190
TOTAL CAPACITY UTILIZATION .781 .975
Ky 4
Le SO
9. MacArthur & Campus
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
150
.047
320
.100*
NBT
4 6400
1660
.259*
1520
.238
NBR
1 1600
120
.075.
80 .050
SBL
1 1600
240
.150*
150
.094
SBT
3.5 8000
990
.193
1510
.303*
SBR
1.5 550
910
EBL
2 3200
770
.241*
530
.166*
EBT
3 4800
990
.206
700
.146
EBR
d
1600
200
.125
160
.100
WBL
2 3200
40 .013
160
.050
WBT
3 4800
630
.131*
1470
.306*
WBR
f
60 190
TOTAL CAPACITY UTILIZATION .781 .875
9K'7
L c)S r-> Alt I
11. Von Karman & Campus
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
20 .013*
NBT
2 3200
940
.303*
570
.184
NBR
0 0
30 20
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
580
.209
1140
.441*
SBR
0 0
90 270
EBL
2 3200
370
.116*
240
.075*
EBT
2 3200
750
.250
1020
.341
EBR
0 0
50 70
WBL
1 1600
60 .038
40 .025
WBT
2 3200
480
.181*
1040
.369*
WBR
0 0
100
140
TOTAL CAPACITY UTILIZATION .625 .898
11. Von Karman & Campus
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
20 .013*
NBT
2 3200
940
.303*
570
.184
NBR
0 0
30 20
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
580
.209
1140
.441*
SBR
0 0
90 270
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
750
.250
1020
.341
EBR
0 0
50 70
WBL
1 1600
60 .038
40 .025
WBT
3 4800
480
.121*
1040
.246*
WBR
0 0
100
140
TOTAL CAPACITY UTILIZATION .680 .850
Kk9
11. Von Karman & Campus D 5 ` 3
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
20 .013*
NBT
2 3200
940
.294*
570
.178
NBR
f
30 20
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
580
.181
1140
.356*
SBR
1 1600
90 .056
270
.169
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
750
.234
1020
.319
EBR
1 1600
50 .031
70 .044
WBL
1 1600
60 .038
40 .025
WBT
2 3200
480
.181*
1040
.369*
WBR
0 0
100
140
TOTAL CAPACITY UTILIZATION .731 .888
KK10.
t-as� Att �f
11. Von Karman & Campus
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
20 .013*
NBT
2 3200
940
.294*
570
.178
NBR
f
30 20
SBL
1 1600
40 .025*
160
.100
SBT
3 4800
580
.140
1140
.294*
SBR
0 0
90 270
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
750
.234
1020
.319
EBR
1 1600
50 .031
70 .044
WBL
1 1600
60 .038
40 .025
.WBT
2 3200
480
.181*
1040
.369*
WBR
0 . 0
100
140
TOTAL CAPACITY UTILIZATION .731 .826
Kx /1
13. Jamboree & Campus 5
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
100
.031
160
.050*
NBT
4 6400
2030
.317*
1950
.305
NBR
1 1600
320
.200
720
.450
SBL
2 3200
700
.219*
470
.147
SBT
4 6400
1710
.323
2660
.456*
SBR
0 0
360
260
EBL
2 3200
260
.081
610
.191*
EBT
2 3200
280
.097*
850
.275
EBR
0 0
30 30
WBL
2 3200
800
.250*
360
.113
WBT
2 3200
840
.263
650
.203*
WBR
1 1600
170
.106
530
.331
Right
Turn Adjustment
NBR
.091*
Note:
Assumes
Right -Turn
Overlap
for WBR
TOTAL CAPACITY UTILIZATION .883 .991
K K /X
13. Jamboree & Campus
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
100
.031
160
.050*
NBT
4 6400
2030
.317*
1950
.305
NBR
1 1600
320
.200
720
.450
SBL
2 3200
700
.219*
470
.147
SBT
4 6400
1710
.323
2660
.456*
SBR
0 0
360
260
EBL
2 3200
260
.081
610
.191*
EBT
2 3200
280
.097*
850
.275
EBR
0 0
30 30
WBL
2 3200
800
.250*
360
.113
WBT
2 3200
840
.263
650
.203*
WBR
1 1600
170
.106
530
.331
Note:
Assumes
Right -Turn
Overlap
for WBR
NBR
TOTAL CAPACITY UTILIZATION .883 .900
le le /3
14. Jamboree & Birch
L-c,D SD
General Plan
With Project w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
420
.263*
140
.088
NBT
3 4800
2010
.435
1940
.410*
NBR
0 0
80 30
SBL
1 1600
10 .006
90 .056*
SBT
4 6400
2030
.317*
2070
.323
SBR
f
800
430
EBL
1.5 280
680
EBT
0.5 3200
90 .116*
30 .222*
EBR
f
10 420
01 60
WBT
1600
70 .200*
80 .094*
WBR
0 0
170
10 Note:.Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
KxI4w
896 .782
t.05 1) QAz
14. Jamboree & Birch
General Plan
With Project w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
420
.131*
140
.044*
NBT
3 4800
2010
.435
1940
.410
NBR
0 0
80 30
SBL
1 1600
10 .006
90 .056
SBT
3 4800
2030
.423*
2070
.431*
SBR
f
800
430
EBL
1.5 280
680
EBT
0.5 3200
90 .116*
30 .222*
EBR
f
10 420
60 WBT
I
1600
780
.200*
80 .094*
WBR
0 0
170
10 Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
.870 .791
-
KK jyC
L0 S F
15. Campus & Bristol (N)
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
540
.169
600
.188*
NBT
3 4800
3220
.671*
1700
.354
NBR
0 0
0 0
SBT
4 6400
510
.080
1850
.289*
SBR
2 3200
4-10
.128
1270
.397
EBT
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
310
.097
540
.169
WBT
5 8000
2010
.283*
2880
.378*
WBR
0 0
250
140
Right
Turn Adjustment
SBR
.108*
TOTAL CAPACITY UTILIZATION
9x/5'
.954 .963
15. Campus & Bristol (N)
L0:5v A�.
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
540
.169
600
.188*
NBT
4 6400
3220
.503*
1700
.266
NBR
0 0
0 0
SBT
4 6400
510
.080
1850
.289*
SBR.
f
410
1270
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
310
.097
540
.169
WBT
5 8000
2010
.283*
2880
.378*
WBR
0 0
250
140
TOTAL CAPACITY UTILIZATION .786 .855
K K /�
�-
15. Campus & Bristol (N)
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
540
.169
600
.188*
NBT
4 6400
3220
.503*
1700
.266
NBR
0 0
0 0
SBL
0 0
0 0
SBT
4 6400
510
.080
1850
.289*
SBR
3 4800
410
.085
1270
.265
EBL
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
31G
.097
540
.169
WBT
5 8000
2010
.283*
2880
.378*
WBR
0 0
250
140
TOTAL CAPACITY UTILIZATION . .786 .855
KX/7
19. Irvine & Mesa f2N no(e-d :EvvfP
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
1a0
.063
50 .031*
NBT
3 4800
2070
.431*
940
.196
NBR
1 1600
640
.400
170
.106
SBL
1 1600
10 .006*
10 .006
SBT
3 4800
1090
.227
2240
.467*
SBR
1 1600
60 .038
200
.125
EBL
1 1600
300
.188
90 .056*
EBT
1 1600
310
.194*
80 .050
EBR
d
1600
40 .025
220
.138
WBL
2 3200
170
.053*
430
.134.
WBT
1 1600
70 .050
600
.381*
WBR
0 0
10 10
TOTAL CAPACITY UTILIZATION .684 .935
KK-IV
19. Irvine & Mesa
General Plan With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
100 ,
.063
50 .031*
NBT
3 4800
2070
.431*
940
.196
NBR
1 1600
640
.400
170
.106
SBL
1 1600
10 .006*
10 .006.
SBT
3 4800
1090
.227
2240
.467*
SBR
1 1600
60 .038
200
.125
EBL
1 1600
300
.188
90 .056
EBT
1 1600
310
.194*
80 .050*
EBR
1 1600
40 .025
220
.138
WBL
1 1600
170
.106*
430
.269*
WBT
2 3200
70 .025
600
.191
WBR
0 0
10 10
Right
Turn Adjustment
EBR
.057*
Note:
Assumes
Right -Turn
Overlap
for EBR
TOTAL CAPACITY UTILIZATION .737 .874
K,K M
19. Irvine & Mesa L-os v A -I t:'2_.
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
100
.063
50 .031*
NBT
3 4800
2070
.431*
940
.196
NBR
1 1600
640
.400
170
.106
SBL
1 1600
10 .006*
1.0 .006
SBT
3 4800
1090
.227
2240
.467*
SBR
1 1600
60 .038
200
.125
EBL
1 1600
300
.188
90 .056
EBT
1 1600
310
.219*
80 .188*
EBR
0 0
40 220
WBL
2 3200
170
.053*
571
.178*
WBT
1 1600
70 .050
459
.293
WBR
0 0
10 10
TOTAL CAPACITY UTILIZATION .709 .864
K K- AO
20. Irvine & University L O S
General Plan
With Project w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
260
.163
180
.113*
NBT
3 4800
2460
.525*
1090
.231
NBR
0 0
60 20
SBL
1 1600
90 .056*
40 .025
SBT
3 4800
1050
.219
2630
.548*
SBR
1 1600
150
.094
450
.281
EBL
1.5 550
170
EBT
0.5 3200
110
.206*
30 .063*
EBR
1 .
1600
210
.131
210
.131
WBL
1 1600
20 .013
20 .013
WBT
1 1600
30 .019*
80 .050*
WBR
d
1600
20 .013
50 .031
Right
Turn Adjustment
EBR
.068*
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
�Y-- -a
806 1 .842
27. Dover & Coast Hw.
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
30 .019
20 D13
NBT
1 1600
60 .038*
90 .056*
NBR
1 1600
60 .038
50 a31
SBL
3 4800
1080
.225*
1010
.210*
SBT
1 1600
60 .038
70 G44
SBR
1 1600
90 .056
110
.069
EBL
2 3200
190
.059
14G
.044*
EBT
3 4800
2490
.521*
-2100
.444
EBR
a
0 10
30 WBL
1 1600
40 .025*
60 .038
WBT
4 6400
1800
.281
3030
.473*
WBR
f
700
1160
Nate:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
KK 9A
809 .783
t 65 G
29. MacArthur & Jamboree
General Plan
With Project w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066
290
.091*
NBT
3 4800
1890
.394*
870
.181
NBR
1 1600
600
.375
620
.388
SBL
2 3200
130
.041*
260
.081
SBT
3 4800
570
.119
1600
.333*
SBR
f
130
560
EBL
2 3200
670
.209
240
.075
EBT
3 4800
1760
.367*
1480
.308*
EBR
f
160
70 WBL
3 4800
420
.088*
920
.192*
WBT
3 4800
1120
.233
1570
.327
WBR
f
170
180
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
KIKa3.
.890 .924
29. MacArthur & Jamboree
General Plan
With Project w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066
290
.091*
NBT
3 4800
1890
.394*
870
.181
NBR
1 1600
600
.375
620
.388
SBL
2 3200
130
.041*
260
.081
SBT
3 4800
570
.119
1600
.333*
SBR
f
130
560
EBL
2 3200
670
.209*
240
.075
EBT
4 6400
1760
.275
1480
.231*
EBR
f
160
70 WBL
3 4800
420
.088
920
.192*
WBT
3 4800
1120
.233*
1570
.327
WBR
f
170
180
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
K /.,' 2q
.877 .847
29. MacArthur & Jamboree
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066*
290
.091*
NBR
0 0
0 0
SBL
2 3200
130
.041
260
.081
SBT
3 4800
570
.119*
1600
.333*-
SBR
1 1600
130
.081
560
.350
EBT
0 0
0 0
EBR
1 1600
160
.100
70 .044
WBL
2 3200
420
.131
920
.288
WBT
3 4800
1120
.233*
1570
.327*
WBR
1 1600
170
.106
180
.113
Right
Turn Adjustment
Multi
.022*
TOTAL CAPACITY UTILIZATION
KIe 15'
.418 .773
29. MacArthur & Jamboree
General Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBT
3 4800
1890
.394*
870
.181*
NBR
1 1600
600
.375
620
.388
SBL
0 0
0 0
SBR
0 0
0 0
EBL
2 3200
670
.209
240
.075
EBT
3 4800
1760
.367*
1480
.308*
EBR
0 0
0 0
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.207*
TOTAL CAPACITY UTILIZATION
KC K Z �
.761 .696
o A "M.
32. Jamboree & Bristol (S)
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
6 9600
2100
.225*
2360
.257*
NBR
0 0
60 110
SBT
4 6400
-700
.109
1490
.233
SBR
0 0
0 0
EBL
1.5 2150
.672*
1180 {.5581*
EBT
1.5 4800
570
.356
1500
.558
EBR
2 3200
1020
.319
1010
.316
WBL
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .897 .815
Kk Z7
L-dS h!t 2--
32. Jamboree & Bristol (S)
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBT
5 8000
2100
.270*
2360
.309
NBR
0 0
60 110
SBT
3 4800
700
.146
1490
.310*
SBR
0 0
0 0
EBL
2.5 2150
.448*
1180
.369
EBT
1.5 6400
570
.356
1500
.469*
EBR
2 3200
1020
.319
1010
.316
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION .718 . .779
K k A8
49. MacArthur &.Ford/Bonita Cyn
General
Plan
With Project
w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
140
.044*
80 .025
NBT
4 6400
2110
.330
2460
.384*
NBR
1 1600
130
.081
550
.344
SBL
3 4800
390
.081
1040
.217*
SBT
4 6400
3000
.469*
2480
.388
SBR
f
10 70
EBL
2 3200
40 .013*
10 .003
EBT
2 3200
380
.119
650
.203*
EBR
1 1600
90 .056
110
.069
WBL
2 3200
400
.125
270
.084*
WBT
2 3200
880
.275*
380
.119
WBR
f
1650
730
TOTAL CAPACITY UTILIZATION
' K �-1
50. MacArthur & San Joaquin H. Los, r- A It l
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
70 .022*
20 .006
NBT
4 6400
1560
.245
1810
.286*
NBR
0 0
10 20
SBL
3 4800
590
.123
920
.192*
SBT
3 4800
1800
.375*
1900
.396
SBR
f
1100
450
EBL
2 3200
230
.072*
1090
.34.1*
EBT
3 4800
320
.075
620
.148
EBR
0 0
40 90
WBL
1 1600
20 .013
20 .013
WBT
2 3200
670
.209*
370
.116*
WBR
f
1000
520
TOTAL CAPACITY UTILIZATION .678 .935
k)e, 5o
50. MacArthur & San Joaquin H. L 6 5 E Al-t'Z—
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
70 .022
20 .006
NBT
4 6400
1560
.245*
1810
.286*
NBR
0 0
10 20
SBL
2 3200
590
.184*
920
.288*
SBT
3 4800
1800
.375
1900
.396
SBR
f
1100
450
EBL
3 4800
230
.048*
1090
.227*
48000
32200
.075
62200
.148
EBR
0 WBL
1 1600
20 .013
20 .413
WBT
2 3200
670
.209*
370
.116*
WBR
f
1000
520
TOTAL CAPACITY UTILIZATION
Kk -�I
.686 .917
50. MacArthur & San Joaquin H. !L b S E A It 3
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
70 .022
20 .006
NBT
3 4800
1560
.325*
1810
.377*
NBR
1 16GO
10 .006
20 .013
SBL
3 4800
590
.123*
920
.192*
SBT
3 4800
1800
.375
1900
.396
SBR
f
1100
450
EBL
3 4800
230
.048*
1090
.227*
EBT
3 4800
320
.075
620
.148
EBR
0 0
40 90
WBL
1 1600
20 .013
20 .013
WBT
2 3200
670
.209*
370
.116*
WBR
f
1000
520
TOTAL CAPACITY UTILIZATION .705 .912
k k 5 01—
50. MacArthur & San Joaquin H. LO s D
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
70 .022*
20 .006
NBT
4 6400
1560
.245
1810
.286*
NBR
0 0
10 20
SBL
3 4800
590
.123
920
.192*
SBT
3 4800
1800
.375*
1900
.396
SBR
f
1100
450
EBL
3 4800
230
.048*
1090
.227*
EBT
3 4800
320
.075
620
.148
EBR
0 0
40 90
WBL
1 1600
20 .013
20 .013
WBT
2 3200
670
.209*
370
.116*
WBR
f
1000
520
TOTAL CAPACITY UTILIZATION .654 .821
JC k ;3
53. SR-73 NB Ramps & Bonita Cyn
General Plan
With Project
w/ Imp
AM PK
HOUR
PM PK
HOLIR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
390
.122*
20 .006*
NBT
0 0
0 0
NBR
1 1600
590
.369
200
.125
SBL
0 0
0 0
SBT
0 0
0 0
SBR
0 0
0 0
EBL
0 0
0 0
EBT
2 3200
790
.247*
1220
.381*
EBR
1 1600
10 .006
10 .006
WBL
2 3200
710
.222*
410
.128*
WBT
2 3200 1270
.397
1180
.369
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.247*
NBR
.119*
TOTAL CAPACITY UTILIZATION
k�3�
.838 .634
57. Goldenrod & Coast Hw. L U 5 D
General Plan
With Project w/ Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
112
.070*
84 .053*
NBT
1 1600
0 .015
0 .013
NBR
0 0
24 21
SBL
0 0
61 36
SBT
1 1600
0 .076*
0 .039*
SBR
0 0
60 27
EBL
1 1600
30 .019*
33 .021
EBT
2 3200
1003
.313
1869
.584*
EBR
d
1600
43 .027
53 .033
WBL
1 1600
42 .026
22 .014*
WBT
3 4800
2633
.551*
1658
.348
WBR
0 0
13 13
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
.716 .690
0( �S
59. Marguerite & Coast Hw. L o SD
General
Plan
With Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
70 .044 .
90 .056
NBT
1 1600
170
.156*
210
.163*
NBR
0 0
80 50
SBL
1 1600
210
.131*
270
.169*
SBT
1 1600
70 .069
120
.094
SBR
0 0
40 30
EBL
1 1600
80 .050*
70 .044
EBT
3 4800
1360
.292
1860
.406*
EBR
0 0
40 90
WBL
1 1600
60 .038
140
.088*
WBT
3 4800
2010
.429*
1530
.333
WBR
0 0
50 70
TOTAL CAPACITY UTILIZATION .766 .826
KK 5�
APPENDIX LL
GENERAL PLAN BUILDOUT WITH PROJECT FREEWAY MAINLINE ANALYSIS
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10718 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2912 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
4175 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 4175 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: S R-73/North bound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5646 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1534 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2199 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2199 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 57.1 mi/h
Number of lanes, N 3
Density, D 38.5 pc/mi/In
Level of service, LOS E
Overall results are not computed when free -flow speed is less than 55 mph.
LJA
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10718 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2912 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2505 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0. ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2505 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 5
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. �L S
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5646 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1534 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1319 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1319 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 20.3 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
L,LL �
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
_Flow Inputs and Adjustments
10718 veh/h
0.92 2912 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 2087 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2087 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 59.8 mi/h
Number of lanes, N 6
Density, D 34.9 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustme
Volume, V
5646 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1534 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1100 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1100 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 6
Density, D 16.9 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
Fromfro: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3457 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
939 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1346 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1346 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 3
Density, D 20.7 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
AJ-9
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis_
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year.: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 9137 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 2483 v
Trucks and buses 5 %
Recreational vehicles 0 %
Terrain type: Rolling
Grade 0.00 %
Segment length 0.00 mi
Trucks and buses PCE, ET 2.5
Recreational vehicle PCE, ER 2.0
Heavy vehicle adjustment, fHV 0.930
Driver population factor, fp 1.00
Flow rate, vp 3559 pc/h/In
Speed Inputs and Adjustments_
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 3.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 3559 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Inputs and Adjustments
Volume, V
3457 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
939 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2:0
Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1010 pc/h/In
peed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 4
Free -flow speed: Measured
FFS or BFFS 65.0 .
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 1.5
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1010 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 4
Density, D 15.5 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
LL #
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: S R-73/South bound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
9137 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2483 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driverpopulation factor, fp
1.00 Flow rate, vp
2669 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 4
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 1.5
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2669 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 4
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. 44 /;-
HCS2000: Basic Freeway Segments Release 4.1 c
'hone: Fax:
-mail:
Operational Analysis
4nalyst: Archie Lee Tan
4gency or Company: Urban Crossroads
Date Performed: 12/20/2005
4nalysis Time Period: AM
=reeway/Direction: SR-73/Southbound
=rom/To: 405 Fw. to Bear St.
Jurisdiction:
4nalysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3457 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
939 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
673 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, f-C 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 673 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -.car speed, S 65.0 mi/h
Number of lanes, N 6
Density, D 10.4 pc/mi/In
Level of service, LOS A
Overall results are not computed when free -flow speed is less than 55 mph_ 41-13
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: S R-73/South bound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
9137 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2483 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type: -
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1779 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1779 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.1 mi/h
Number of lanes, N 6
Density, D 27.8 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
Ll-/0'
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
12623 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
3430 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE; ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
4917 pc/h/In
Speed Inputs and Adjustments_
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 4917 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
L 41.S
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: S R-73/North bound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6650 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1807 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2590 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
Interchange density 0.50
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
Lane width adjustment, fLW 0.0
Lateral clearance adjustment, fLC 0.0
Interchange density adjustment, flD 0.0
Number of lanes adjustment, fN 3.0
Free -flow speed, FFS 65.0
Urban Freeway
ft
interchange/mi
mi/h
m i/h
mi/h
m i/h
m i/h
m i/h
LOS and Performance Measures
Flow rate, vp 2590 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. 4JL /to
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustm
Volume, V
12623 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
3430 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length.
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2950 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2950 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 5
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
L L /I
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis.
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6650 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1807 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1554 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane widthadjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD - 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1554 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 23.9 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. �LIg
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan WP w/ Add'1 Imps
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
12623 veh/h
0.92 3430 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
0.930
1.00 1844 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right-shoulder'lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 8
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1844 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed; S 63.5 mi/h
Number of lanes, N 8
Density, D 29.0 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph. 1, L. /9
HCS2000: Basic Freeway Segments Release 4.1 c
phone: Fax:
-mail:
Operational Analysis
4nalyst: Archie Lee Tan
4gency or Company: Urban Crossroads
Date Performed: 12/20/2005
4nalysis Time Period: PM
=reeway/Direction: SR-73/Northbound
=rom/To: Bear St. to 55 Fw.
Jurisdiction:
4nalysis Year: General Plan WP w/Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 6650 veh/h
peak -hour factor, PHF 0.92
peak 15-min volume, v15 1807 v
Trucks and buses 5 %
Recreational vehicles 0 %
Terrain type: Rolling
Grade 0.00 %
Segment length 0.00 mi
Trucks and buses PCE, ET 2.5
Recreational vehicle PCE, ER 2.0
-leavy vehicle adjustment, fHV 0.930
Driver population factor, fp 1.00
Flow rate, vp 971 pc/h/In
Speed Inputs and Adjustments
_ane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 8
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
-ateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, fID 0.0 mi/h
Number of lanes adjustment, fN 0.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 971 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 8
Density, D 14.9 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
LL a.0
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
4072 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1107 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp -
1586 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
and Performance Measures
Flow rate, vp 1586 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.9 mi/h
Number of lanes, N 3
Density, D 24.4 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. ,LLA/
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
10761
veh/h
0.92 2924
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 4191
pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 4191 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. /-t- P-�-
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments_
4072 veh/h
0.92 1107 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
0.930
1.00 952 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 952 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 14.6 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph. /-L .-Js
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Inputs and Adjustments.
Volume, V
10761 veh/h
Peak -hour factor, PH
0.92 Peak 15-min volume, v15
2924 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2515 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0.
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2515 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 5
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
LL Aq
HCS2000: Basic Freeway Segments Release 4.1c
phone: Fax:
-mail:
Operational Analysis
knalyst: Archie Lee Tan
%gency or Company: Urban Crossroads
)ate Performed: 12/20/2005
knalysis Time Period: AM
=reeway/Direction: SR-73/Southbound
=rom/To: Bear St. to 55 Fw.
Jurisdiction:
knalysis Year: General Plan WP w/ Add'I Imps
3escription: Newport Beach General Plan Update
Flow Inputs and Adjustments
✓olume, V 4072 veh/h
3eak-hour factor, PHF 0.92
3eak 15-min volume, v15 1107 v
Trucks and buses 5 %
Recreational vehicles 0 %
Terrain type: Rolling
Grade 0.00 %
Segment length 0.00 mi
Trucks and buses PCE, ET 2.5
Recreational vehicle PCE, ER 2.0
-leavy vehicle adjustment, fHV 0.930
Driver population factor, fp 1.00
Flow rate, vp 680 pc/h/In
Speed Inputs and Adjustments
_ane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 7
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 0.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 680 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 7
Density, D 10.5 pc/mi/In
Level of service, LOS A
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1c
'hone: Fax:
-mail:
Operational Analysis.
analyst: yArchie Lee Tan
agency or Company: Urban Crossroads
Date Performed: 12/20/2005
analysis Time Period: PM
=reeway/Direction: SR-73/Southbound
=rom/To: Bear St. to 55 Fw.
Jurisdiction:
knalysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10761 veh/h
'eak-hour factor, PHF
0.92 'eak 15-min volume, v15
2924 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1796 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 7
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 0.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1796 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 63.9 mi/h
Number of lanes, N 7
Density, D 28.1 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
L t- )-fir
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10797 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2934 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
4205 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
OS and Performance Measures
Flow rate, vp 4205 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. kL- z7
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5687 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1545 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2215 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2215 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 56.6 mi/h
Number of lanes, N 3
Density, D 39.1 pc/mi/In
Level of service, LOS E
Overall results are not computed when free -flow speed is less than 55 mph.
LL .2g
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fH
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
10797 veh/h
0.92 2934 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
V 0.930
1.00 2523 pc/h/In
Speed Inputs and Adjustments,
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0 .
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2523 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 5
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. /u aq
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction. -
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5687 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1545 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1329 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1329 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 20.4 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. 1-1-30
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: S R-73/North bound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan WP w/Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
_Flow Inputs and Adjustments_
10797 veh/h
0.92 2934 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
0.930
1.00 1802 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 7
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1802 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 63.9 mi/h
Number of lanes, N 7
Density, D 28.2 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
ILL 31
HCS2000: Basic Freeway Segments Release 4.1 c
'hone: Fax:
-mail:
Operational Analysis
knalyst: Archie Lee Tan
kgency or Company: Urban Crossroads
Date Performed: 12/20/2005
4nalysis Time Period: PM
=reeway/Direction: S R-73/North bound
=rom/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
4nalysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
'eak-hour factor, PHF
'eak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustme
5687 veh/h
0.92 1545 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 949 pc/h/In
Speed Inputs and Adjustm
Lane width 12:0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 7
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 949 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 7
Density, D 14.6 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph. 4L- 3A
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 3483 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 946 v
Trucks and buses 5 %
Recreational vehicles 0 %
Terrain type: Rolling
Grade 0.00 %
Segment length 0.00 mi
Trucks and buses PCE, ET 2.5
Recreational vehicle PCE, ER 2.0
Heavy vehicle adjustment, fHV 0.930
Driver population factor, fp 1.00
Flow rate, vp 1357 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 3.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1357 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 3
Density, D 20.9 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
L L -3;
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
9205 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2501 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
3585 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance - 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
OS and Performance Measures
Flow rate, vp 3585 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. u 34-
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: S R-73/South bound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3483 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
946 v
Trucks and buses
5 %
Recreational vehicles
0. %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
814 pc/h/In
Speed Inputs and Adjustments=
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 814 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 12.5 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
L.L 3S
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail-
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: ' SR-73/Southbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
9205 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2501 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2151 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2151 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 58.3 mi/h
Number of lanes, N 5
Density, D 36.9 pc/mi/In
Level of service, LOS E
Overall results are not computed when free -flow speed is less than 55 mph. 1-L 3 0
HCS2000: Basic Freeway Segments Release 4.1 c
'hone: Fax:
-mail:
Operational Analysis.
4nalyst: Archie Lee Tan
4gency or Company: Urban Crossroads
Date Performed: 12/20/2005
4nalysis Time Period: AM
=reeway/Direction: SR-73/Southbound
=rom/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
4nalysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3483 veh/h
'eak-hour factor, PHF
0.92 3eak 15-min volume, v15
946 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
678 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 678 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 6
Density, D 10.4 pc/mi/In
Level of service, LOS A
Overall results are not computed when free -flow speed is less than 55 mph.
LL 37
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fH
Driver population factor, fp
Flow rate, vp
_Flow Inputs and Adjustments
9205 veh/h
0.92 2501 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
V 0.930
1.00 1793 pc/h/In
_Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1793 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.0 mi/h
Number of lanes, N 6
Density, D 28.0 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
J-L 3 g
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational
Analyst: Archie Lee .Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To. Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
ow Inputs and Adjustments
Volume, V
7780 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2114 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
3030 pc/h/In
Speed Inputs and Adjustments,
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 3
Free -flow speed: Measured .
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN -- 3.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 3030 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed,.S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. /_1. 39
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
4098 veh/h
0.92 1114 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 1596 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1596 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.9 mi/h
Number of lanes, N 3
Density, D 24.6 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
Li qD
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analys
Analyst. Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
7780 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2114 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1818 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS . 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1818 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 63.8 mi/h
Number of lanes, N 5
Density, D 28.5 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
L` 4/
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
_Flow Inputs and Adjustments_
4098 veh/h
0.92 1114 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 958 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 958 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 14.7 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph. 1-4 E/ a-
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis.
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/South bound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
2510 veh/h
Peak -hour factor, PH IF
0.92 Peak 15-min volume, v15
682 v
Trucks and buses
5 %
Recreational vehicles
0 . %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle POE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
978 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 978 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 3
Density, D 15.0 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph. /_ L qlt
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: S R-73/South bound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6633 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1802 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks .and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2584 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
.Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2584 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
2510 veh/h
0.92 682 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
0.930
1.00 587 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 587 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 9.0 pc/mi/In
Level of service, LOS A
Overall results are not computed when free -flow speed is less than 55 mph.
L I- 1� 5
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6633 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1802 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1550 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1550 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 23.9 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
LL q4
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Ana
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10797 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2934 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
3154 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 4
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 1.5 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures _.
Flow rate, vp 3154 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 4
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. �_,4_ T7
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 5687 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 1545 v
Trucks and buses 5 %
Recreational vehicles 0 %
Terrain type: Rolling
Grade 0.00 %
Segment length 0.00 mi
Trucks and buses PCE, ET 2.5
Recreational vehicle PCE, ER 2.0
Heavy vehicle adjustment, fHV 0.930
Driver population factor, fp 1.00
Flow rate, vp 1661 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 4
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 1.5 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1661 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.7 mi/h
Number of lanes, N 4
Density, D 25.7 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. /.1-4g
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10797 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2934 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2103 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2103 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 59.5 mi/h
Number of lanes, N 6
Density, D 35.4 pc/mi/In
Level of service, LOS E
Overall results are not computed when free -flow speed is less than 55 mph. 1_ -- q 9
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments_
Volume, V
5687 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1545 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle,PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1108 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLG 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1108 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 6
Density, D 17.0. pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph. ,L L- ,50
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/N orth bound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
ow Inputs and Adjustments
Volume, V
10797 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2934 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1802 ` pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 7
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1802 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 63.9 mi/h
Number of lanes, N 7
Density, D 28.2 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph. ,L J,,S/
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: S R-73/North bound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5687 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1545 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling -
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
949 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 7
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 949 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 7
Density, D 14.6 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
Ll- S�
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3483 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
946 v
Trucks and buses
5 0/0
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1017 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 4
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 1.5
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
and Performance Measu
Flow rate, vp 1017 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 4
Density, D 15.6 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
Li_ 5.;
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
9205 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2501 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2689 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 4
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 1.5
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2689 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed., S mi/h
Number of lanes, N 4
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. k j- 5
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 3483 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 946 v
Trucks and buses 5 %
Recreational vehicles 0 %
Terrain type: Rolling
Grade 0.00 %
Segment length 0.00 mi
Trucks and buses PCE, ET 2.5
Recreational vehicle PCE, ER 2.0
Heavy vehicle adjustment, fHV 0.930
Driver population factor, fp 1.00
Flow rate, vp 678 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0 ft
Interchange density 0.50 interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0 mi/h
Lane width adjustment, fLW 0.0 mi/h
Lateral clearance adjustment, fLC 0.0 mi/h
Interchange density adjustment, flD 0.0 mi/h
Number of lanes adjustment, fN 0.0 mi/h
Free -flow speed, FFS 65.0 mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 678 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 6
Density, D 10.4 pc/mi/In
Level of service, LOS A
Overall results are not computed when free -flow speed is less than 55 mph.
U15S
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
9205 veh/h
0.92 2501 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
0.930
1.00 1793 pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measui
Flow rate, vp 1793 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.0 mi/h
Number of lanes, N 6
Density, D - 28.0 pc/mi/In
Level of service, LOS D .
Overall results are not computed when free -flow speed is less than 55 mph.
LL- 5�
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis,
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Inputs and Adjustments.
10162
veh/h
0.92 2761
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 3958
pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 3958 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. 4kS'7
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5353 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1455 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
2085 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow. speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2085 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 59.8 mi/h
Number of lanes, N 3
Density, D 34.8 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
LL'ss
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax.-
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fH
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
10162
V
veh/h
0.92 2761
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 2375
pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 2375 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 5
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan .
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update.
Flow Inputs and Adjustments
Volume, V
5353 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1455 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.936
Driver population factor, fp
1.00 Flow rate, vp
1251 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 5
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1251 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 5
Density, D 19.2 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. /_L (6
HCS2000: Basic Freeway Segments Release 4.1 c
Shone: Fax:
E-mail:
Operational Analysis,
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fH
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
10162
V
veh/h
0.92 2761
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 1979
pc/h/In
Speed Inputs and Adjustments.
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1979 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 61.8 mi/h
Number of lanes, N 6
Density, D 32.0 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan WP w/ Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
Peak -hour factor, PHF
Peak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
Heavy vehicle adjustment, fHV
Driver population factor, fp
Flow rate, vp
Flow Inputs and Adjustments
5353 veh/h
0.92 1455 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
- 0.930
1.00 1042 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1042 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 6
Density, D 16.0 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Southbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3278 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
891 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1277 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 3.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1277 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Number of lanes, N 3
Density, D 19.6 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. 4 �_ (10;
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/South bound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments,
Volume, V
8663 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2354 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
3374 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
Interchange density 0.50
Number of lanes, N 3
Free -flow speed: Measured
FFS or BFFS 65.0
Lane width adjustment, fLW 0.0
Lateral clearance adjustment, fLC 0.0
Interchange density adjustment, flD 0.0
Number of lanes adjustment, fN 3.0
Free -flow speed, FFS 65.0
Urban Freeway
ft
interchange/mi
m i/h
m i/h
m i/h
m i/h
m i/h
m i/h
LOS and Performance Measures
Flow rate, vp 3374 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/h
Number of lanes, N 3
Density, D pc/mi/In
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph. '"_ 4 q-
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: AM
Freeway/Direction: S R-73/South bound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
3278 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
891 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade 0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
638 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes, N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, fID 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 638 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 mi/h
Vumber of lanes, N 6
Density, D 9.8 pc/mi/In
_evel of service, LOS A
Overall results are not computed when free -flow speed is less than 55 mph.
HCS2000: Basic Freeway Segments Release 4.1c
Phone: Fax:
E-mail:
Operational Analysis
Analyst: Archie Lee Tan
Agency or Company: Urban Crossroads
Date Performed: 12/20/2005
Analysis Time Period: PM
Freeway/Direction: SR-73/Southbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
8663 veh/h
Peak -hour factor, PH
0.92 Peak 15-min volume, v15
2354 v
Trucks and buses
5 %
Recreational vehicles
0 %
Terrain type:
Rolling
Grade
0.00 %
Segment length
0.00 mi
Trucks and buses PCE, ET
2.5 Recreational vehicle PCE, ER
2.0 Heavy vehicle adjustment, fHV
0.930
Driver population factor, fp
1.00 Flow rate, vp
1687 pc/h/In
Speed Inputs and Adjustments
Lane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
Interchange density 0.50
interchange/mi
Number of lanes,. N 6
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
Lateral clearance adjustment, fLC 0.0
mi/h
Interchange density adjustment, flD 0.0
mi/h
Number of lanes adjustment, fN 0.0
mi/h
Free -flow speed, FFS 65.0
mi/h
Urban Freeway
LOS and Performance Measures
Flow rate, vp 1687 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.6 mi/h
Number of lanes, N 6
Density, D 26.1 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
L4-1p (o
APPENDIX MM
GENERAL PLAN BUILDOUT WITH PROJECT FREEWAY RAMP ANALYSIS
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 10718 vph
Off Ramp Data.
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 45.0 mph
Volume on ramp 2280 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
10718 2280 vph
YrV43
'eak-hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2912 620 v
Trucks and buses
5 5 %
Recreational vehicles
0 0 %
Terrain type: Rolling Rolling Rolling
Grade 0.00
% 0.00 % %
Length 0.00
mi 0.00 mi mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 12524 2664 pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v) P = 5871 pc/h'
12 R F R FD
Capacity Checks.
Actual Maximum LOS F?
v = v 10020 9400 Yes
Fi F
v 5871 4400 Yes
12 v = v - v 7356 9400 No
FO F R
v 2664 2100 Yes
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 54.7 pc/mi/In R 12 D
Level of service for ramp --freeway junction areas of influence F Speed Estimation
Intermediate speed variable, D = 0.538
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S 67.1 mph
0 Space mean speed for all vehicles, S = 57.8 mph
VON4
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: S R-73/North bound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 5646 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 45.0 mph
Volume on rarnp 920 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions,
Freeway Ramp Adjacent
Ramp
5646 920 vph
�m�
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1534 250
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling Rolling
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 6597 1075
pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3051 pc/h
12 R F R FD
Actual Maximum
v = v
5608
9400
Fi F
v
3051
4400
12 v = v - v
4533
9400
FO F R
v
1075
2100
R
Capacity Checks
LOS F?
No
No
No
No
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 30.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.395
S
Space mean speed in ramp influence area, S = 56 mph
R
Space mean speed in outer lanes, S = 70.2 mph
0 Space mean speed for all vehicles, S = 61.6 mph
VYI M b
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
iverge Analysis
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/13/2005
4nalysis time period: AM
=reeway/dir or travel: SR-73/Northbound
Junction: Bristol St.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 8932 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on. ramp 45.0 mph
Volume on ramp 2280 vph
Length of first accel/decel lane 280 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
8932 2280 Yn m vph
peak -hour factor, PHF
0.92 0.92
peak 15-min volume, v15
2427 620 v
Frucks and buses
5 5 %
Recreational vehicles
0 0 %
Ferrain type: Rolling
Rolling Rolling
Grade 0.00
% 0.00 % %
Length 0.00
mi 0.00 mi mi
Frucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
::low rate, vp 10437 2664 pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 4142 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
8350
9400
No
Fi F
v
4142
4400
No
12 v = v - v
5686
9400
No
FO F R
v
2664
4100
No
R
Level of Service Determination (if not F
Density, D = 4.252 + 0.0086 v - 0.009 L = 34.8 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation.
Intermediate speed variable, D = 0.538
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 67.0 mph
0 Space mean speed for all vehicles, S = 59.0 mph
��g
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Diverge Analysis,
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4705 vph
Off Ramp Data.
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 45.0 mph
Volume on ramp 920 vph
Length of first accel/decel lane 280 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
4705 920 yn MI vph
'eak-hour factor, PH 0.92 0.92
'eak 15-min volume, v15 1279 250
v
trucks and buses 5 5
%
Recreational vehicles 0 0
%
terrain type: Rolling Rolling Rolling
Grade 0.00 % 0.00 %
%
Length 0.00 mi 0.00 mi
mi
trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
:low rate, vp 5498 1075
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 2082 pc/h
12 R F R FD
Actual Maximum
v = v
4949
9400
Fi F
v
2082
4400
12 v = v - v
3874
9400
FO F R
v
1075
4100
R
Capacity Checks_
LOS F?
No
No
No
No
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 17.1 pc/mi/In R - 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimation,
Intermediate speed variable, D = 0.395
S
Space mean speed in ramp influence area, S = 56 mph
R
Space mean speed in outer lanes, S = 69.6 mph
0 Space mean speed for all vehicles, S = 63.1 mph
rAMlU
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
iverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 3457 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 45.0 mph
Volume on ramp 1370 vph
Length of first accel/decel lane 2725 ft
Length of second accel/decel lane 0 ft
Does adjacent ramp exist?
Volume on adjacent ramp
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp
Adjacent Ramp Data (if one exists
No
vph
ft
Conversion to pc/h Under Base Conditions.
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 3457 1370 M �I vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 939 372 v
trucks and buses 5 5 %
Recreational vehicles 0 0 %
terrain type: Rolling Rolling Rolling
Grade 0.00 % 0.00 % %
Length 0.00 mi 0.00 mi mi
trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 4039 1601 pcph
Estimation of V12 Diverge Area
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 2130 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
3636
9400
No
Fi F
v
2130
4400
No
12 v = v - v
2035
9400
No
FO F R
v
1601
4100
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = -26.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, D = 0.442
S
Space mean speed in ramp influence area, S = 55 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 60.6 mph
M M 1 a-
HCS2000: Ramps and Ramp Junctions Release 4.1c
'hone: Fax:
-mail:
Diverge Analysis.
Analyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Nurnber of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 9137 vph
Off Ramp Data.
Side of freeway Right
Number of lanes in ramp 2
Free-Fl.ow speed on ramp 45.0 mph
Volume on ramp 690 vph
Length of first accel/decel lane 2725 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 9137 690 pA M 5 vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2483 187
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling Rolling
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 10676 806
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 2817 pc/h
12 R F R FD
Capacity Checks
Actual Maximum LOS F?
v = v 8541 9400 No
Fi F
v 2817 4400 No
12 v = v - v 7735 9400 No
FO F R
v 806 4.100 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = -20.6 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence A peed Estimation
Intermediate speed variable, D = 0.371
S
Space mean speed in ramp influence area., S = 56 mph
R
Space mean speed in outer lanes, S = 64.0 mph
0 Space mean speed for all vehicles, S = 61.3 mph
MM14
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis.
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data -
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7780 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 15.0
Volume on ramp 480
Length of -First accel/decel lane 120
Length of second accel/decel lane
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp.
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions_
Freeway Ramp Adjacent
Ramp
7780 480 vph
MmiS
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2114 130
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length rni mi rni
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 9091 561 pcph
v
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.237 Using Equation 4
FM
v = v (P ) = 1561 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 7152 9400 No
FO
v 2122 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 2.1.0 pc/mi/In R R 12 A
Level. of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.350
S
Space mean speed in ramp influence area, S = 57.0 mph
R
Space mean speed in .outer lanes, S = 57.2 mph
0 Space mean speed for all vehicles, S = 57.1 mph
MM (6
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
erge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Type of analysis
Number of lanes in freeway
Free -flow speed on freeway
Volume on freeway
Freeway Data
Merge
5 65.0 mph
4098 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 15.0 mph
Volume on ramp 850 vph
Length of first accel/decel lane 120 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume; V (vph)
Conversion to pc/h Under Base Condition
Freeway Ramp Adjacent
Ramp
4098 850 M M 11 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1114 231 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 4788 993 pcph
Estimation of V12 Merge Areas,
L = 0.00 (Equation 25-2 or 25-3)
EQ.
P = 0.183 Using Equation 4
FM'
v = v (P ) = 683 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 4728 9400 No
FO
v 1676 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627E = 17.3 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.338
S
Space mean speed in ramp influence area, S = 57.2 mph
R
Space mean speed in outer lanes, S 61.3 mph
0 Space mean speed for all vehicles, S = 59.8 mph
M m 19
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Merge Analysis
Analyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 3483 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 40.0 mph
Volume on ramp 630 vph
Length of first accel/decel lane 1700 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
3483 630 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 946 171 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 4070 736 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.600 Using Equation 4
FM
v = v (P ) = 1904 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 3911 9400 No
FO
v 2640 4600 No
R12
Level of Service Determination (if not F)
Density,_ D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 15.1 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.240
S
Space mean speed in ramp influence area, S = 59.5 mph
R
Space mean speed in outer lanes, S = 64.5 mph
0 Space mean speed for all vehicles, S = 61.0 mph
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 9205 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 40.0 mph
Volume on ramp 1610 vph
Length of first accel/decel lane 1700 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Conversion to pc/h Under Base Conditions
!unction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 9205 1610 m m a vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2501 437 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 10756 1881 pcph
Estimation of V12 Merge Areas,
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.457 Using Equation 4
FM
v = v (P ) = 3769 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 10137 9400 Yes
FO
v 5650 4600 Yes
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 38.0 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, M = 1.294
S
Space mean speed in ramp influence area, S = 35.2 mph
R
Space mean speed in outer lanes, S = 58.7 mph
0 Space mean speed for all vehicles, S = 42.8 mph
mnn 10-
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Merge Analysis
analyst: Archie Tan
agency/Co.: Urban Crossroads
Date performed: 12/12/2005
analysis time period: AM
=reeway/dir or travel: SR-73/Southbound
Junction: Jamboree Rd.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Type of analysis
Number of lanes in freeway
Free -flow speed on freeway
Volume on freeway
Freeway Data
Merge
5 65.0 mph
2903 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 40.0
Volume on ramp 630
Length of first accel/decel lane 1570
Length of second accel/decel lane
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Vol.ume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Conversion to pc/h Linder Base Conditions.
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 2903 630 m M 15 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1789 171 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5*
Recreational vehicle PCE, ER 2.0* 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 3392 736 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation, 25-2 or 25-3)
EQ
P = 0.563 Using Equation 4
FM
v = v (P ) = 1491 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 3382 9400 No
FO
v 2227 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 12.7 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimati
Intermediate speed variable, M = 0.232
S
Space mean speed in ramp influence area, S = 59.7 mph
R
Space mean speed in outer lanes, S 64.7 mph
0 Space mean speed for all vehicles, S = 61.3 mph
M M 24
HCS2000: Ramps and Ramp Junctions Release 4.1c
phone: Fax:
mail:
Merge Analysis.
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/12/2005
4nalysis time period: PM
reeway/dir or travel: SR-73/Southbound
Junction: Jamboree Rd.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7671 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 40.0 mph
Volume on ramp 1610 v.ph
Length of first accel/decel lane 1570 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7671 1610 M M a5 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2085 437
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 8963 1881 pcph
v
stimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.420 Using Equation 4
FM
v = v (P ) = 2716 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 8344 9400 No
FO
v 4597 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.0.0627 L = 30.6 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.582
S
Space mean speed in ramp influence area, S = 51.6 mph
R -
Space mean speed in outer lanes, S = 60.1 mph
0 Space mean speed for all vehicles, S = 55.1 mph
M M ;L�
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway DE
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7780 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 30.0
Volume on ramp 930
Length of first accel/decel lane 1480
Length of second accel/decel lane 0
mph
vph
ft
ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp .
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7780 930 M M 21 vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2114 253
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling Rolling
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 9091 1087 .
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 2695 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
7273
9400
No
Fi F
v
2695
4400
No
12 v = v - v
6186
9400
No
FO F R
v
1087
3800
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 0.8 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, D = 0.591
S
Space mean speed in ramp influence area, S = 51 mph
R
Space mean speed in outer lanes, S = 66.3 mph
0 Space mean speed for all vehicles, S = 59.9 mph
MM�-e
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads .
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4098 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 30.0 mph
Volume on ramp 490 vph
Length of first accel/decel lane 1480 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 4098 490 m M a, vph
'eak-hour factor, PHF
0.92 0.92
peak 15-min volume, v15
1114
133
v
trucks and buses
5 5
%
Recreational vehicles
0 0
%
terrain type: Rolling
Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
(rucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
-leavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
::low rate, vp 4788 573
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 1545 pc/h
12 R F R FD
Actual Maximum
v = v
4310
9400
Fi F
v
1545
4400
12 v = v - v
3737
9400
FO F R
v
573
3800
R
Capacity Checks
LOS F?
No
No
No
No
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = -9.1 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimati
Intermediate speed variable, D = 0.545
S
Space mean speed in ramp influence area, S = 52 mph
R
Space mean .speed in outer lanes, S = 69.8 mph
0 Space mean speed for all vehicles, S = 62.4 mph
M M 60
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7780 vph
On Ramp Da
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 50.0 mph
Volume on ramp 2570 vph
Length of first accel/decel lane 340 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7780 2570 vph
MM31
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2114 698 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi rni mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 9091 3003 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = Using Equation 4
FM
v = v (P ) = pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 9594 9400 Yes
FO
v 4600 Yes
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = pc/mi/In ..R R 12 A
Level of service for ramp -freeway junction areas of influence Speed Estimation
Intermediate speed variable, M = 0.400
S
Space mean speed in ramp influence area, S = mph
R
Space mean speed in outer lanes, S = 53.6 mph
0 Space mean speed for all vehicles, S = 54.3 mph
on M t a_
HCS2000: Ramps and Ramp Junctions Release 4.1 c_
Phone: Fax:
E-mail:
Merge Analysis.
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4098 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 50.0 mph
Volume on ramp 2210 vph
Length of first accel/decel lane 340 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists).
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions .
Freeway Ramp Adjacent
Ramp
4098 2210 M �� vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1114 601 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi rni n-ii
Trucks and buses PCE, ET 2.5 - 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 4788 2582 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = Using Equation 4
FM
v = v (P ) = pc/h
12 F FM
Actual Maximum
v 6317 9400
FO
v 4600
R12
Capacity Checks.
LOS F?
No
Yes
Level of Service Determination (if not
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = R I R 12 A
Level of service for ramp -freeway junction areas of influence Speed Estimation
Intermediate speed variable, M = 0.342
S
Space mean speed in ramp influence area, S = mph
R
Space mean speed in outer lanes, S = 60.2 mph
0 Space mean speed for all vehicles, S = 58.9 mph
MM3q.
pc/mi/In
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6483 vph
Side of freeway Right
Number of lanes in ramp 2
Free -flow speed on ramp 50.0
Volume on ramp 2570
Length of first accel/decel lane 340
Length of second accel/decel lane 0
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
6483 2570 M pA 5 5 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 .1762 698 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 7575 3003 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.209 Using Equation 0
FM
v = v (P ) = 1132 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 8420 9400 No
FO
v 4135 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v +'0.0078 v - 0.00627 L = 32.1 pc/mi/In R R. .12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.497
S
Space mean speed in ramp influence area, S = 53.6 mph
R
Space mean speed in outer lanes, S = 59.1 mph
0 Space mean speed for all vehicles, S = 56.2 mph
MM34
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysi
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Irrip
Description: Newport Beach General Plan Update
Freeway Data -
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 3415 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 2
Free -flow speed on ramp 50.0 mph
Volume on ramp 2210 vph
Length of 'first accel/decel lane 340 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp.
Distance to adjacent Ramp ft
Junction Components
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
Volume, V (vph) 3415 2210 M M �I vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 928 601 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 3990 2582 pcph
v
FO
v
R12
Estimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.209 Using Equation 0
FM
v = v (P ) = 651 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
5695 9400 No
3233 4600 No
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 25.2 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimatio
Intermediate speed variable, M = 0.352
S
Space mean speed in ramp influence area, S = 56.9 mph
R
Space mean speed in outer lanes, S = 62.4 mph
0 Space mean speed for all vehicles, S = 59.1 mph
Im NJ 39
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
::-mail:
Diverge Analysis
analyst: Archie Tan
agency/Co.: Urban Crossroads
Date performed: 12/13/2005
analysis time period: AM
Freeway/dir or travel: S R-73/South bound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2510 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 2220 vph
Length of -First accel/decel lane 1340 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2510 2220 vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
682
603
v
trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 2933 2594
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 2742 pc/h
12 R F R FD
_Capacity Checks
Actual
Maximum
LOS F?
v = v
2933
9400
No
Fi F
v
2742
4400
No
12 v = v - v
339
9400
No
FO F R
v
2594
2000
Yes
R
Level of Service Determination (if not F
Density, D = 4.252-+ 0.0086 v - 0.009 L = 15.8 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, D = 0.726
S
Space mean speed in ramp influence area, S = 48 mph
R
Space mean speed in outer lanes, S = 71.3 mph.
0 Space mean speed for all vehicles, S = 49.3 mph
M iM 4o
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis,
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: MacArthur Bl.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 2310 vph
Length of first accel/decel lane 1340 ft
Length of second accel/decel lane ft
Does adjacent ramp exist?
Volume on adjacent ramp
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp
Junction Components
Volume, V (vph)
Adjacent Ramp Data (if one exists)
We
vph
ft
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
6633 2310 M M ql vph
'eak-hour factor, PH
0.92 0.92
'eak 15-min volume, v15
1802 628
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling Rolling
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 7751 2699
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 4226 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
6201
9400
No
Fi F
v
4226
4400
No
12 v = v - v
3502
9400
No
FO F R
v
2699
2000
Yes
R
Level of Service Determination (if not IF
Density, D = 4.252 + 0.0086 v - 0.009 L = 28.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, D = 0.736
S
Space mean speed in ramp influence area, S = 48 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 53.6 mph
M M 0-
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Diverge Analysis.
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
Date performed: 12/13/2005
4nalysis time period: AM
=reeway/dir or travel: SR-73/Southbound
Junction: MacArthur BI.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
type of analysis Diverge
Vumber of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
Volume on freeway 2510 vph
Off Ramp Data
Side of freeway Right
Vumber of lanes in ramp 2
Free -Flow speed on ramp 30.0 mph
Volume on ramp 2220 vph
Length of first accel/decel lane 1340 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2510 2220 M M yS vph
'eak-hour factor, PH.F 0.92 0.92
'eak 15-min volume, v15 682 603 v
Frucks and buses 5 5 %
Recreational vehicles 0 0 %
Ferrain type: Rolling Rolling Rolling
Grade 0.00 % 0.00 % %
Length 0.00 mi 0.00 mi mi
Frucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
:low rate, vp 2933 2594 pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v = v + (v - v ) P = 2682 pc/h
12 R F R FD
Capacity Checks
Actual Maximum LOS F?
v = v 2933 9400 No
Fi F
v 2682 4400 No
12 v = v - v 339 9400 No
FO F R
v 2594 3800 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 3.2 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation.
Intermediate speed variable, D = 0.726
S
Space mean speed in ramp influence area, S = 48 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 49.7 mph
MM41
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Analysi
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
Off Ramp Data
Side of freeway Right
Number of, lanes in ramp 2
Free -Flow speed on ramp 30.0 mph
Volume on ramp 2310 vph
Length of first accel/decel lane 1340 ft
Length of second accel/decel lane 0 ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
6633 2310 M M 49 vph
weak -hour factor, PHF
0.92 0.92
weak 15-min volume, v15
1802 628
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling Rolling
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 7751 2699
pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.260 Using Equation 0
FD
v =v +(v-v)P = 3610 pc/h
12 R F R FD
Capacity Checks_
Actual
Maximum
LOS F?
v = v
6201
9400
No
Fi F
v
3610
4400
No
12 v = v - v
3502
9400
No
.FO F R
v
2699
3800
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 11.2 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Esti
Intermediate speed variable, D = 0.736
S
Space mean speed in ramp influence area, S = 48 mph
R
Space mean speed in outer lanes, S = 70.2 rriph
0 Space mean speed for all vehicles, S = 55.4 mph
M mq�
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Merge Analysis.
knalyst: Archie Tan
kgency/Co.: - Urban Crossroads
)ate performed: 12112/2005
knalysis time period: AM
=reeway/dir or travel: SR-73/Northbound
Junction: University Dr.
Jurisdiction:
\nalysis Year: General Plan With Project
)escription: NewportBeach General Plan Update
Type of analysis
qumber of lanes in freeway
=ree-flow speed on freeway
✓olume on freeway
Freeway Data
Merge
5 65.0 mph
7780 - vph
On Ramp Data
aide of freeway Right
Vumber of lanes in ramp 1
=ree-flow speed on ramp 20.0 mph
✓olume on ramp 1310 vph
_ength of first accel/decel lane 200 ft
_ength of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7780 1310 M M �, vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2114 356 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 9091 1531 pcph
Estimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.138 Using Equation 4
FM
v = v (P ) = 909 pc/h
12 F FM
Actual Maximum
v 8122 9400
FO
v 2440 4600
R12
Capacity Checks.
LOS F?
No
No
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 22.5 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimatio
Intermediate speed variable, M = 0.358.
.S
Space mean speed in ramp influence area, S = 56.8 mph
.R
Space mean speed in outer lanes, S = 55.2 mph
0 Space mean speed for all vehicles, S = 55.7 mph
MM49
'hone:
-mail:
HCS2000: Ramps and Ramp Junctions Release 4.1c
Fax:
Merge Analysis_
knalyst: Archie Tan
Ngency/Co.: Urban Crossroads
)ate performed: 12/12/2005
knalysis time period: PM
=reeway/dir or travel: SR-73/Northbound
Junction: University Dr.
Jurisdiction:
4nalysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4098 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 20.0
Volume on ramp 1470
Length of first accel/decel lane 200
Length of second accel/decel lane
Does adjacent ramp exist?
Volume on adjacent Ramp
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists)
No
vph
ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 4098 1470 M M 41 vph
Peak -hour factor, PH 0.92 0.92
Peak 15-min volume, v15 1114 399 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and biases PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp- 4788 1718 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.115 Using Equation 4
FM
v = v (P ) = 428 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 5453 9400 No
FO
v 2146 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0:00734 v + 0.0078 v - 0.00627 L = 20.2 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation,
Intermediate speed variable, M = 0.346
S
Space mean speed in ramp influence area, S = 57.0 mph
R
Space mean speed in outer lanes, S = 60.8 mph
0 Space mean speed for all vehicles, S = 59.3 mph
MMO
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Diverge Analysis,
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: University Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Da
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2510 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 35.0 mph
Volume on ramp 800 vph
Length of first accel/decel lane 1400 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2510 800 M 51 vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
682
217
v
(rucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Leavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
::low rate, vp 2933 935
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 1806 pc/h
12 R F R FD
Capacity Checks,
Actual
Maximum
LOS F?
v = v
2933
9400
No
Fi. F
v
1806
4400
No
12 v = v - v
1998
9400
No
FO F R
v
935
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 7.2 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, D _ = 0.512
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer- lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 59.0 mph
MM -
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysi
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: University Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 35.0 mph
Volume on ramp 840 vph
Length of first accel/decel lane 1400 ft
Length of second accel/decel lane ft
Adjacent Rarnp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions,
Freeway Ramp Adjacent
Ramp
6633 840 M M 5� vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1802
228
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 7751 982
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3257 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum LOS F?
v = v
6201
9400 No
Fi F
v
3257
4400 No
12 v = v - v
5219
9400 No
FO F R
v
982
2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 19.7 pc/rni/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimation -
Intermediate speed variable, D = 0.516
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 69.5 mph
0 Space mean speed for all vehicles, S = 59.8 mph
r msq
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Anal
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7780 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 520 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7780 520 M M �( vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
2114
141
v
trucks and buses
5 5
%
Recreational vehicles
0 0
%
terrain type: Rolling Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 9091 608
pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3514 pc/h.
12 R F R FD
Capacity Checks.
Actual Maximum LOS F?
v = v 7273 9400 No
Fi F
v 3514 4400 No
12 v = v - v 6665 9400 No
FO F R
v 608 2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 34.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.548
S
Space mean speed in ramp influence area, S = 52 mph
R
Space mean speed in outer lanes, S = 67.9 mph
0 Space mean speed for all vehicles, S = 59.4 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Diverge Analysi
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/13/2005
4nalysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Type of analysis
Number of lanes in freeway
Free -flow speed on freeway
Volume on Freeway
Freeway Data
Diverge
5 65.0 mph
4098 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 330 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway . Ramp Adjacent
Ramp
4098 330 vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
1114
90 v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 4788 386
pcph
stimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 2097 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
4310
9400
No
Fi F
v
2097
4400
No
12 v = v - v
3924
9400
No
FO F R
v
386
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 22.3 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence C Speed Estimati
Intermediate speed variable, D = 0.528
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 70.9 mph
0 Space mean speed for all vehicles, S = 60.8 mph
MA459
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis.
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: S R-73/N orth bound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on Freeway 7780 vph
On Ramp Data.
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 40.0 mph
Volume on ramp 280 vph
Length of first accel/decel lane 250 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway . Ramp Adjacent
Ramp
7780 280 M m 51 vph
-leak -hour factor, PHF 0.92 0.92
-leak 15-min volume, v15 2114 76
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate. VD 9091 ' 327 r)cph
v
FO
v
R12
u
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.247 Using Equation 4
FM
v = v (P ) = 1625 pc/h
12 F FM
Actual
6918
1952
Capacity Checks
Maximum LOS F?
9400 No
4600 No
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 19.0 pc/mi/In R R 12 A
Level of service for rarnp-freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.328
S
Space mean speed in ramp influence area, S = 57.4 mph
R
Space mean speed in outer lanes, S = 57.4 mph
0 Space mean speed for all vehicles, S = 57.4 mph
mm�o
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysi
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4098 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 40.0 mph
Volume on ramp 860 vph
Length of first accel/decel lane 250 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (,vph)
Conversion to pc/h Under Base Condition
Freeway Ramp Adjacent
Ramp
4098 860 M lM (.1 vph
'eak-hour factor, PH 0.92 0.92
'eak 15-min volume, v15 1114 234
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate. VD 4788 1005 pcph
v
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.162 Using Equation 4
FM
v = v (P ) = 605 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 4740 9400 No
FO
v 1610 4600 No
R12
Level of Service Determination (if not F
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 16.0 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.321
S
Space mean speed in ramp influence area, S = 57.6 mph
R
Space mean speed in outer lanes, S = 61.2 mph
0 Space mean speed for all vehicles, S = 59.9 mph
M IM fea-
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail-
Diverge Analysi
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2510 vph
Off Ramp Data,
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 1000 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2510 1000 M Io �� vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
682
272
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 2933 1168
pcph
stimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 1938 pc/h
.12 R F R FD-
Capacity Checks,
Actual
Maximum
LOS F?
v = v
2933
9400
No
Fi F
v
1938
4400
No
12 v = v - v
1765
9400
No
FO F R
v
1168
2000
No
R
Level of Service Determination (if not F
Density, D = 4.252 + 0.0086 v - 0.009 L = 20.9 pc/mi/In R 12 , D
Level of service for rarnp-Freeway junction areas of influence C Speed Estimation
Intermediate speed variable, D = 0.598
S
Space mean speed in rarrip influence area, S = 51 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S 56.7 mph
MM 0
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
Off Ramp Data,
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 380 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp . Adjacent
Ramp
6633 380 M M ( 5' vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-rnin volume, v15
1802
103
v
(rucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
(rucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
-Leavy vehicle adjustment, fHV
0..930
0.930
Driver population factor, fP
1.00 1.00
::low rate, vp 7751 444
pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 2954 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
6201
9400
No
Fi F
v
2954
4400
No
12 v = v - v
5757
9400
No
FO F R
v
444
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 29.7 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.533
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 68.9 mph
0 Space mean speed for all vehicles, S = 60.1 mph
M IM 614
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2510 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 35.0
Volume on ramp 120
Length of first accel/decel lane 740
Length of second accel/decel lane
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2510 120 M M �q vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 682 33 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 2933 140 pcph
Estimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.436 Using Equation 4
FM
v = v (P ) = 998 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 2428 9400 No
FO
v 1138 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 V - 0.00627 L. = 9.6 pc/mi/Iri R R 12 A
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, M = 0.281
S
Space mean speed in rarrip influence area, S = 58.5 mph R
Space mean speed in outer lanes, S = 64.5 mph
0 Space mean speed for all vehicles, S = 61.5 mph
M !M b g
HCS2000: Ramps and Ramp Junctions Release. 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Bison Av.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 35.0 mph
Volume on ramp 440 vph
Length of first accel/decel lane 740 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 6633 440 M M 0 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1802 120
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate. vp 7751 514 DCDh
v
FO
v
R12
v
Estimation of V12 Merge Areas_
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.389 Using Equation 4
FM
v = v (P ) = 2157 pc/h
12 F FM
Actual
6056
2671
Capacity Checks.
Maximum LOS F?
9400 No
4600 No
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 21.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.326
S
Space mean speed in ramp influence area, S = 57.5 mph
R
Space mean speed in outer lanes, S = 60.7 mph
0 Space mean speed for all vehicles, S = 59.3 mph
Mm 10
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 8998 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 980 vph
Length of first accel/decel lane 1250 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent .
Ramp
Volume, V (vph) 8998 980 M M 71 vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2445
266
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling
Rolling
Grade 0.00
% 0.00
% %
Length 0.00
mi 0.00
mi mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
v
Flow rate, vp 10514 1145 pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 4313 pc/h
12 R F R FD
Actual Maximum
v = v
8412
9400
Fi F
v
4313
4400
12 v = v - v
7267
9400
FO F R
v
1145
2000
R
Capacity Checks_
LOS F?
No
No
No
No
Level of Service Determination (if not F
Density, D = 4.252 + 0.0086 v - 0.009 L = 30.1 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimati
Intermediate speed variable, D = 0.596
S
Space mean speed in ramp influence area, S = 51 mph
R
Space mean speed in outer lanes, S = 67.2 mph
0 Space mean speed for all vehicles, S = 58.0 rnph
M M 1 a-
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data,
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4989 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 220 vph
Length of first accei/decel lane 1250 ft
Length of second accei/decel lane -ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 4989 220 vph
MM73
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1356
60 v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 5830 257
pcph
Estimation of V12 Diverge Areas.
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 2306 pc/h
12 R F R FD
Actual . Maximum
v = v
4956
9400
Fi F
v
2306
4400
12 v = v - v
4699
9400
FO F R
v
257
2000
R
Capacity Checks
LOS F?
No
No
No
No
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 12.8 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B peed Estimation.
Intermediate speed variable, D = 0.516
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 70.0 mph
0 Space mean speed for all vehicles, S = 61.0 mph
m m 14
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7780 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0 mph
Volume on ramp 720 vph
Length of first accel/decel lane 2440 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway. Ramp Adjacent
Ramp
7780 720 M pA 1S vph
Peak -hour factor, PHF 0'.92 0.92
Peak 15-min volume, v15 2114 196 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling. Rolling Rolling
Grade % % %
Length rni rni mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 9091 841 pcph
mation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 1.000 Using Equation 4
FM
v = v (P ) = 6591 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 7432 9400 No
FO
v 7432 4600 Yes
R12
Level of Service Determination (if not F
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 47.8 pc/mi/In R R 12 A
Level of service for ramp -freeway junction .areas of influence F Speed Estimation
Intermediate speed variable, M = 6.787
S
Space mean speed in ramp influence area, S = mph
R
Space mean speed in outer lanes, S = 65.0 mph
0 Space mean speed for all vehicles, S = mph
mm��
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data.
Type of analysis Merge
Number of lanes in,freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4098 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0
Volume on ramp 420
Length of first accel/decel lane 2440
Length of second accel/decel lane
Does adjacent ramp exist?
Volume on adjacent Ramp
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp
Junction Components
Volume, V (vph)
On Ramp Data,
mph
vph
ft
ft
Adjacent Ramp Data (if one exists
am
vph
ft
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
4098 420 M M1q vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1114 114 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 4788 491 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 1.000 Using Equation 4
FM
v = v (P ) = 3735 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 4226 9400 No
FO
v 4226 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 22.9 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.466
S
Space mean speed in ramp influence area, S = 54.3 mph
R
Space mean speed in outer lanes, S = 65.0 mph
0 Space mean speed for all vehicles, S = 54.3 mph
MM19
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7780 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0 mph
Volume on ramp 720 vph
Length of first accel/decel lane 1020 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7780 720 M M �/ 9 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2114 196
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, 'FP 1.00 1.00
Flow rate, vp 9091 841 pcph
LVA
Estimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.568 Using Equation 4
FM
v = v (P ) = 3741 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 7432 9400 No
FO
v 4582 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 34.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.651
S
Space mean speed in ramp influence area, S = 50.0 mph
R
Space mean speed in outer lanes, S = 61.7 mph
0 Space mean speed for all vehicles, S = 53.9 mph
M M P
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis.
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon_ Dr.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4098 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0 mph
Volume on ramp 420 vph
Length of first accel/decel lane 1020 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
4098 420 M M gr vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 1114 114
(rucks and buses 5 5 %
Recreational vehicles 0 0 %
terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
(rucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
-leavy vehicle adjustment, fHV 0.930 0.930
giver population factor, fP 1.00 1.00
=low rate, vp 4788 491 pcph
v
Estimation of V12 Merge Areas,
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.611 Using Equation 4
FM
v = v (P ) = 2283 pc/h
12 F FM
Actual
v 4226
FO
v 2774
R12
Capacity Checks
Maximum LOS F?
9400 No
4600 No
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 20.5 pc/rni/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.332
S
Space mean speed in ramp influence area, S = 57.4 mph
R
Space mean speed in outer lanes, S = 64.2 mph
0 Space mean speed for all vehicles, S = 59.5 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis.
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/South bound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2510 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 410 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Conversion to pc/h Under Base Conditions,
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 2510 410 M M g 3 vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, 05
682
111
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
deavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 2933 479
pcph
Estimation of V12 Diverge Areas,
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FID
v = v + .(v - v) P = 1549 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
2933
9400
No
Fi F
v
1549
4400
No
12 v = v - v
2454
9400
No
FO F R
v
479
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 17.6 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, D = 0.536
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 60.1 mph
M 10 8q
HCS2000: Ramps and Ranmp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis,
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 500 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Ijacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent rarnp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 6633 500 M gs vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1802 136
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade 0.00 % 0.00 % %
Length 0.00 mi 0.00 mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 7751 584 pcph
v
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3033 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum LOS F?
v = v
6201
9400 No
Fi F
v
3033
4400 No
12 v = v - v
5617
9400 No
FO F R
v
584
2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 30.3 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.546
S
Space mean speed in ramp influence. area, S = 52 mph
R
Space mean speed in outer lanes, S = 69.0 mph
0 Space mean speed for all vehicles, S = 59.8 mph
M M ff�
Phone:
E-mail:
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Fax:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data,
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway -65.0 mph
Volume on freeway 2510 vph
On Ramp Data,
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 35.0 mph
Volume on ramp 300 vph
Length of first accel/decel lane 400 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp _ Adjacent
Ramp
2510 300 M M g % vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 682 82 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 2933 351 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.301 Using Equation 4
FM
v = v (P ) = 689 pc/h
12 F FM
Actual Maximum
v 2639 9400
FO
v 1040 4600
R12
Capacity Checks.
LOS F?
No
No
Level of Service Determination (if not
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 10.9 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.304
S
Space mean speed in ramp influence area, S = 58.0 mph
R
Space mean speed in outer lanes, S = 63.9 mph
0 Space mean speed for all vehicles, S = 61.5 mph
MMg�
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6633 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 35.0 mph
Volume on ramp 820 vph
Length of first accel/decel lane 400 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Conversion to pc/h Under Base Conditions.
Junction Components Freeway Ramp. Adjacent
Ramp
Volume, V (vph) 6633 820 pA M gll vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1802 223 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 7751 958 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.225 Using Equation 4
FM
v = v (P ) = 1250 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 6500 9400 No
FO
v 2208 4600. No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 19.7 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation _
Intermediate speed variable, M = 0.328
S
Space mean speed in ramp influence area, S = 57.4 mph
R
Space mean speed in outer lanes, S = 59.1 mph
0 Space mean speed for all vehicles, S = 58.5 mph
m M 9a
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data.
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 10162 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 560 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
10162 560 M M 11 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2761 152 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade 0.00 % 0.00 % %
Length 0.00 mi 0.00 mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 11874 654 pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v =v +(v-v)P = 4511 pc/h
12 R F R FD
Actual Maximum
v = v 9500 9400
Fi F
v 4511 4400
12 v = v - v 8846 9400
FO F R
v 654 2000
R
Capacity Checks
LOS F?
Yes
Yes
No
No
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 43.0 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, D = 0.552
S
Space mean speed in ramp influence area, S = 52 mph
R
Space mean speed in outer lanes, S = 65.5 mph
0 Space mean speed for all vehicles, S = 58.5 mph
M M 9a-
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data -
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 5353 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 290 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
5353 290 M M q3 vph
Peak -hour factor, PHF
0.92 .
0.92 Peak 15-min volume, v15
1455
79 v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
rni
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 6255 339
pcph
Estimation of V12 Diverge Areas,
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation, 8
FD
v =v + (v - v ) P = 2509 pc/h
12 R F R FD
Capacity Checks
Actual Maximum LOS F?
v = v 5317 9400 No
Fi F
v 2509 4400 No
12 v = v - v 4978 9400 No
FO F R
v 339 2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 25.8 pc/mi/In R 12 D
Level of service for ramp --freeway junction areas of influence C Speed Estimation
Intermediate speed variable, D = 0.524
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 69.7 mph
0 Space mean speed for all vehicles, S = 60.7 mph
MM 14
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 8468 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 560 vph
Length of first accel/decel lane 240 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp,
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
8468 560 M 9 f vph
peak -hour factor, PHF
0.92 0.92
peak 15-min volume, v15
2301
152
v
trucks and buses
5 5
%
Recreational vehicles
0 0
%
terrain type: Rolling
Rolling Rolling
Grade 0.00
% .0.00
%
%
Length 0.00
mi 0.00
mi
mi
trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
-ieavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 9895 654
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3820 . pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum LOS F?
v = v
7916
9400 No
Fi F
v
3820
4400 No
12 v = v - v
7262
9400 No
FO F R
v
654
2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 34.9 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.552
S
Space mean speed in ramp influence area, S = 52 mph
R
Space mean speed in outer lanes, S = 67.2 - mph
0 Space mean speed for all vehicles, S = 59.1 mph
M M 1b
HCS2000: Ramps and Ramp Junctions Release:4.1c
'hone: Fax:
-mail:
Diverge Analysis
knalyst: Archie Tan
Ngency/Co.: Urban Crossroads
Date performed: 12/13/,2005
knalysis time period: PM
=reeway/dir or. travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
type of analysis Diverge
Number of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
Volume on freeway 4461 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 290 vph
Length of first accel/decel lane 240 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway . Ramp Adjacent
Ramp
4461 290 M M q ,7 vph
peak -hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
. 1212
79 v
trucks and buses
5 5
%
Recreational vehicles
0 0
%
terrain type: Rolling
Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
-ieavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
=low rate, vp 5213 339
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 2237 pc/h
12 R F R FD
Capacity Checks
Actual Maximum LOS F?
v = v
4692 9400 No
Fi F
v
2237 4400 No
12 v = v - v
4353 9400 No
FO F R
v
339 2000 No
R
Level of Service Determination (if not F)
Density,
D = 4.252 + 0.0086 v - 0.009 L = 21.3 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, D = 0.524
S
Space mean speed in ramp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 70.4 mph
0 Space mean speed for all vehicles, S = 60.9 mph
MM 9g
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume. on freeway 10162 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0 mph
Volume on ramp 480 vph
Length of first accel/decel lane 1250 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
10162 480 M M 11 vph
Peak -hour factor, PH 0.92 0.92
Peak 15-min volume, v15 2761 130 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 11874 561 pcph
Estimation of. V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.705 Using Equation 4
FM
v = v (P ) = 6610 pc/h
12 F FM
Actual Maximum
v 9935 9400
FO
v 7171 4600
R12
Capacity Checks
LOS F?
Yes
Yes
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 53.3 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, M = 5.333
S
Space mean speed in ramp influence area, S = mph
R
Space mean speed in outer lanes, S = 61.8 mph
0 Space mean speed for all vehicles, S = 222.2 mph
M M lob
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
erge Analys
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 5353 vph
On Ramp Data,
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0 mph
Volume on ramp 330 vph
Length of first accel/decel lane 1250 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 5353 330 M M 101 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1455 90
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi rni mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 6255 386 pcph
u
Estimation of V12 Merge Areas_
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.727 Using Equation 4
FM
v = v (P ) = 3456 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 5140 9400 No
FO
v 3842 4600 No
R12
Level of Service Determination (if not F
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 27.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.440
S
Space mean speed in ramp influence area, S = 54.9 mph
R
Space mean speed in outer lanes, S = 64.5 mph
0 Space mean speed for all vehicles, S = 57.0 mph
M M )oZ
HCS2000: Ramps and Ramp Junctions Release 4.1 c
phone: Fax:
-mail:
Merge Analysi
knalyst: Archie Tan
%gency/Co.: Urban Crossroads
Date performed: 12/12/2005
4nalysis time period: AM
: reeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 8468 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0
Volume on ramp 480
Length of first accel/decel lane 860
Length of second accel/decel lane
Does adjacent ramp exist?
Volume on adjacent Ramp
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp
Junction Components
Volume, V (vph)
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists
No
vph
ft
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
8468 480 pl M 165 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2301 130 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 9895 561 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.531 Using Equation 4
FM
v = v (P ) = 3928 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 7956 9400 No
FO
v 4489 4600 No
R12
Level of Service Determination (if not IF
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L 34.8 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.625
S
Space mean speed in rarrip influence area, S = 50.6 mph R
Space mean speed in outer lanes, S = 60.6 mph
0 Space mean speed for all vehicles, S = 54.5 mph
mm/dw
HCS2000: Ramps and Ramp Junctions Release 4.1 c
-'hone: Fax:
-mail:
Merge Analysis
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/12/2005
4nalysis time period: PM
=reeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
4nalysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4461 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0
Volume on ramp 330
Length of first accel/decel lane 860
Length of second accel/decel lane
On Ramp Data
mph
vph
ft
ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 4461 330 M MO,vph
leak -hour factor, PHF 0.92 0.92
leak 15-min volume, v15 1212 90
"rucks and buses 5 5 %
Recreational vehicles 0 0 %
-errain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
Frucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
-leavy vehicle adjustment, fHV 0.930 0.930
)river population factor, fP 1.00 1.00
:low rate,.vp 5213 386 pcph
v
FO
v
R12
v
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.553 Using Equation 4
FM
v = v (P ) = 2249 pclh
12 F FM
Actual Maximum
4453 .9400
Capacity Checks.
LOS F?
No
2635 4600 No
Level of Service Determination (if not F
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 20.5 pclrnilln R R 12 A
Level of service for ramp -:freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.332
S
Space mean speed in ramp influence area, S = 57.4 mph
R
Space mean speed in outer lanes, S = 63.5 mph
0 Space mean speed for all vehicles, S = 59.7 mph
M M !DIP
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Analysi
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes 'in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2903 vph
Off Ramp Data.
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 680 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2903 680 M M Jot vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
789
185
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling - Level
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
rrii
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 3392 795
pcph
Estimation of V12 Diverge Areas.
L 1= 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8 -
FD
v = v + (v - v ) P = 1927 pc/h
12 R F R FD
Capacity Checks
Actual Maximum LOS F?
v = v 3392 9400 No
Fi F
v 1927 4400 No
12 v= v- v 2597 9400 No
FO F R
v 795 2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 20.8 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence C Speed Estimation,
Intermediate speed variable, D = 0.565
S
Space mean speed in ramp influence area, S = 52 rriph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 58.9 mph
MM 1bg
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7671 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 1050 vph
Length of first accel/decel lane 0 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent rarrip
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions,
Freeway Ramp Adjacent
Ramp
7671 1050 M M ,Mvph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2085
285
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling Level
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 8963 1227
pcph
Estimation of V12 Diverge Areas
L = 0.00 (Equation 25-8 or 25-9)
EQ
P 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3819 pc/h
12 R F R FD
Capacity Checks
Actual Maximum LOS F?
v = v
7171 9400 No
Fi F
v
3819 4400 No
12 v = v - v
5944 9400 No
FO F R
v
1227 2000 No
R
Level of Service Determination (if not F)
Density,
D = 4.252 + 0.0086 v - 0.009 L = 37.1 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence E Speed Estimation
Intermediate speed variable, D = 0.603
S
Space mean speed in ramp influence area, S = 51 mph
R
Space mean speed in .outer lanes, S = 68.7 mph
0 Space mean speed for all vehicles, S = 58.1 mph
M►vl Ild
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Diverge Analysis.
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 2903 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 680 vph
Length of first accel/decel lane 240 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2903 680 m M III vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
789
185
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling
Level
Grade 0.00
% 0.00
%
%
Length 0.00
mi 0.00
mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 3392 795
pcph
Estimation of V12 Diverge Areas,
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 1927 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum LOS F?
v = v
3392
9400 No
Fi F
v
1927
4400 No
12 v = v - v
2597
9400 No
FO F R
v
795
2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 18.7 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimati
Intermediate speed variable, D = 0.565
S
Space mean speed in ramp influence area, S = 52 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 58.9 mph
M iM llx
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone:. Fax:
E-mail:
Diverge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/13/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan w/ Project w/ Imp
Description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7671 vph
Off Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 1050 vph
Length of first accel/decel lane 240 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume.on adjacent ramp vph
Position of adjacent ramp
Type of adjacent ramp
Distance to adjacent ramp ft
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 7671 1050 M M 113 vph
'eak-hour factor, PHF
0.92 0.92
peak 15-min volume, v15
2085 285
v
Trucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling Level
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
Trucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
heavy vehicle adjustment, fHV
0.930 0.930
Driver population factor, fP .
1.00 1.00
Flow rate, 'vp 8963 1227
pcph
Estimation of V12 Diverge Areas_
L = 0.00 (Equation 25-8 or 25-9)
EQ
P = 0.436 Using Equation 8
FD
v = v + (v - v ) P = 3819 pc/h
12 R F R FD
Capacity Checks.
Actual Maximum LOS F?
v = v 7171 9400 No
Fi F
v 3819 4400 No
12 v = v - v 5944 9400 No
FO F R
v 1227 2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 34.9 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed, Estimation
Intermediate speed variable, D = 0.603
S
Space mean speed in ramp influence area, S = 51 mph
R
Space mean speed in outer lanes, S = 68.7 mph
0 Space mean speed for all vehicles, S = 58.1 mph
M M /it
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
reeway Data
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on Freeway 2903 vph
On Ramp Data.
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 30.0 mph
Volume on ramp 460 vph
Length of first accel/decel lane 360 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does, adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Rarnp ft
Conversion to pc/h Under Base Conditio
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 2903 460 vph
tM M 11 �
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 789 125 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Level
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2,5 2.5
Recreational vehicle PCE, .ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 3392 537 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.284 Using Equation 4
FM
v = v (P ) = 753 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 3183 9400 No
FO
v 1290 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 13.0 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.314
S
Space mean speed in ramp influence area, S = 57.8 mph
R
Space mean speed in outer lanes, S = 63.4 mph
0 Space mean speed for all vehicles, S = 61.0 mph
r mnM
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
Merge Analysis
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12/12/2005
Analysis time period: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan With Project
Description: Newport Beach General Plan Update
Freeway Data -
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway. 7671 vph
On Ramp Data.
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 30.0 mph
Volume on ramp 600 vph
Length of first accel/decel lane 360 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists)
Does adjacent ramp exist? No
Volume on adjacent Ramp vph
Position of adjacent Ramp
Type of adjacent Ramp
Distance to adjacent Ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7671 600 m m ��, vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2085 163 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Level
Grade % % %
Length mi mi mi
Trucks and buses PCE, ET 2.5 2.5
Recreational vehicle PCE, ER 2.0 2.0
Heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate, vp 8963 701 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.264 Using Equation 4
FM
v = v (P ) = 1706 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 7164 9400 No
FO
v 2407 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 21.7 pc/mi/In R I R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.343
S
Space mean speed in ramp influence area, S = 57.1 mph
R
Space mean speed in outer lanes, S 58.0 mph
0 Space mean speed for all vehicles, S = 57.7 mph
mm !IS
Existing With Project Evaluation Letter
L-qqd
L
41 Corporate Park, Suite 300
Irvine, CA 92606
Carleton Waters, P.E.
Marlie Whiteman, P.E.
Prepared for:
Mr. Elwood Tescher
EIP ASSOCIATES
12301 Wilshire Boulevard, Suite 430
Los Angeles, CA 90025
NEWPORT BEACH GENERAL PLAN
EXISTING WITH PROJECT EVALUATION
NEWPORT BEACH, CALIFORNIA
March 24, 2006
J N:01232-34
CW:MW:cg
41 Corporate Park, Suite 300 Irvine, CA 92606 949.660.1994 main 949.660.1911 fax www.urbanxroadf..com 0 URBAN
CROSSROADS
March 27, 2006
Mr. Elwood Tescher
EIP ASSOCIATES
12301 Wilshire Boulevard, Suite 430
Los Angeles, CA 90025
Subject: Existing With Project Evaluation
Dear Mr. Tescher:
This letter has been prepared as a supplement to the City of Newport Beach General Plan Transportation Study (Urban Crossroads, Inc., March 21, 2006). Throughout this letter, the City of Newport Beach General Plan Transportation Study (Urban Crossroads, Inc., March 21, 2006) shall be referred to as the Transportation Study. The purpose of this letter is to analyze the direct effects of the Newport Beach General Plan Update project in the absence of surrounding regional growth. To remove the effects of regional growth, an Existing With Project scenario has been prepared. This scenario identifies traffic growth and inputs related only to the anticipated growth within the City of Newport Beach. The General Plan Buildout With Project scenario is in essence, the Existing With Project scenario with the addition of regional growth. Comparing these two scenarios will help to determine the impacts of regional growth on the transportation system. This evaluation has been performed using a special run of the Newport Beach Traffic Model (NBTM) that combines existing travel characteristics surrounding the City of Newport Beach with the City of Newport Beach General Plan project travel characteristics. Land use and roadway characteristics of the City of Newport Beach General Plan project have been included in this run. Only the summaries of these characteristics are repeated in this letter. For details of the project description, please see Chapter 5 of the Transportation Study.
In this letter, Existing With Project model inputs are discussed and refined forecast volumes are presented. Data are compared to Existing conditions and the General Plan Buildout With Project (including regional growth) conditions (as defined in Chapter 5 of
Mr. Elwood Tescher
EIP ASSOCIATES
March 27, 2006