Table 7.2 Unconstrained Internal Capture Rates for
Trip Destinations Within a Multi -Use Development
Weekday
P.m. Peak hour of
Midday Peak Hour
adjacent Street
Daily
traffic
to OFFICE from Office
6%
6%
2%
from Retail
38%
31 %
15%
from Residential
0%
0%
N/A
to Retail from Office
4%
22%
4% .
from Retail
31 %
20%
28%
from Residential
5%
9%
9%
to Residential from Office
0%
2%
3%
from Retail
37%
31 %
33%
from Residential
N/A
N/A
N/A
ME;
APPENDIX W
GENERAL PLAN BUILDOUT WITHOUT PROJECT LAND USE
Study Area Land Use By NBTM Taz
Analysis Year:
2040
Runld.
6010
Land Use:
boll)
Network:
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler. Archie Tan
NBTM TAI
Lend use Cade
Units
Description
QUM
1373
10 TSF
_
General Commercial
35.080
1373
23 TSF
General Office
78.130
1373
24 TSF
Medical Office
0.000
1378
25 TSF
R & D
0.000
1373
26 TSF
Industrial
12.190
1374
10 TSF
General Commercial
35.080
1374
23 TSF
General Office
78.130
1374
24 TSF
Medical Office
0.000
1374
25 TSF
R & D
0.000
1374
26 TSF
Industrial
12.190
1375
10 TSF
General Commercial
54.460
1375
13 TSF
Restaurant
0.000
1375
23 TSF
General Office
117.200
1375
24 TSF
Medical Office
0.000
1375
25 TSF
R & D
0.000
1375
26 TSF
Industrial
18.290
1376
10 TSF
General Commercial
56.130
1376
23 TSF
General Office
125.010
1376
24 TSF
Medical Office
0.000
1376
25 TSF
R & D
0.000
1376
26 TSF
Industrial
19.510
1377
10 TSF
General Commercial
80.680
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
28.050
1378
10 TSF
General Commercial
91.210
1378
23 TSF
General Office
203,140
1378
24 TSF
Medical Office
0.000
1378
25 TSF
R & D
0.000
1378
26 TSF
Industrial
31.700
1379
23 TSF
General Office
468.349
1380
23 TSF
General Office
152.776
1381.
23 TSF
General Office
213.637
1382
23 TSF
General Office
321.530
1383
10 TSF
General Commercial
15.011
1383
23 TSF
General Office
275.267
Monday, December 12, 2005 0 Page 1 of 16
Analysis Year:
2040
Reference Number: 01232
Runld.
6010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
IIMTM TA_Z
Land Use Code
Units
Desemptbn
Quantity
1384
10 TSF
General Commercial
7.870
1384
23 TSF
General Office
91.756
1385
7 ROOM
Hotel
349.000
1386
23 TSF
General Office
228.210
1387
23 TSF
General Office
184.320
1388
10 TSF
General Commercial
106.110
1388
13 TSF
Restaurant
0.000
1388
16 TSF
Auto Dealer/Sales
130.000
1389
16 TSF
General Commercial
46.300
1389
23 TSF
General Office
201.780
1390
23 TSF
General Office
146.480
1391
23 TSF
General Office
97.420
1392
10 TSF
General Commercial
17.780
1392
23 TSF
General Office
160.590
1393
10 TSF
General Commercial
79.906
1395
7 ROOM
Hotel
164.000
1395
10 TSF
General Commercial
120.000
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
23 TSF
General Office
45.794
1403
7 ROOM
Hotel
471.000
1463
10 TSF
General Commercial
16.000
1403
18 TSF
Health Club
0,000
1403
23 TSF
General.Office
393.050
1403
37 TSF
Youth Ctr/Service
10.900
1404
23 TSF
General Office
434,953
1405
10 TSF
General Commercial
129.300
1405
13 TSF
Restaurant
0.000
1405
15 TSF
Fast Food Restaurant
0.000
1405
23 TSF
General Office
688.160
1406
25 TSF
R 8 D
0.000
1406
26 TSF
Industrial
436.000
1407
10 TSF
General Commercial
31.720
1407
15 TSF
Fast Food Restaurant
1.560
1407
23 TSF
General Office
124,990
Monday, December 12, 2005 w 11 Page 2 of 16
Analysis Year:
2040
Reference Number: 01232
Runld.-
BO10
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
WITM TAI
Land Use Code
Inns
Description
Quantity
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
1421
2 DU
Res -Medium (SFA)
60.000
1421
3 DU
Apartment
352.000
1421
10 TSF
General Commercial
174.800
1421
13 TSF
Restaurant
4.400
1421
15 TSF
Fast Food Restaurant
3.000
1421
23 TSF
General Office
214.700
1421
24 TSF
Medical Office
43.200
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
10 TSF
General Commercial
1.700
1425
23 TSF
General Office
128.800
1425
36 TSF
Church
24.100
Monday, December 12, 2005
r
Analysis Year:
2040
Reference Number 01232
Runid:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler Archie Tan
NBTM_TAZ
Land Use Code
Units
Description
Quantity
1426
1 DU
Res -Low (SFD)
151.000
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
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
6 ROOM
Motel
0.000
1430
7 ROOM
Hotel
64.000
1430
10 TSF
General Commercial
275.980
1430
13 TSF
Restaurant
0.000
1430
15 TSF
Fast Food Restaurant
0,000
1430
16 TSF
Auto Dealer/Sales
0.000
Monday, December 12, 2005 Page 4 of 16
Analysis Year:
2040
Reference Number: 01232
Run/d.,
13010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
NOW TAZ
Land Use Code
UnRs
Description
Quantity
1430
18 TSF
Health Club
0.000
1430
23 TSF
General Office
283.820
1430
33 TSF
Post Office
9.900
1431
3 DU
Apartment
36.000
1431
10 TSF
General Commercial
149.910
1431
13 TSF
Restaurant
0.000
1431
17 TSF
Yacht Club
0.000
1431
23 TSF
General Office
77.650
1432
1 DU
Res -Low (SFD)
205.000
1432
2 DU
Res -Medium (SFA)
379.000
1432
3 DU
Apartment
8.000
1432
6 ROOM
Motel
0.000
1432
7 ROOM
Hotel
53.000
1432
10 TSF
General Commercial
66.380
1432
13 TSF
Restaurant
0.000
1432
23 TSF
General Office
135.730
1432
24 TSF
Medical Office
11.290
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
24.460
1433
26 TSF
Industrial
298.120
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
1,370.000
1436
4 DU
Elderly Residential
0.000
1436
10 TSF
General Commercial
3.500
1436
24 TSF
Medical Office
39.600
1436
26 TSF
Industrial
48.002
1436
35 BEDS
Nursing/Conv. Home
169.000
1436
38 ACRE
Park
0.170
1437
26 TSF
Industrial
5.000
1438
23 TSF
General Office
57.400
Monday, December 12, 2005 th 7 Page 5 of 16
Analysis Year:
Runld:
Land Use:
Network:
2040
B010
bo10
Pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 8:00:00 PM
Modeler. Archie Tan
NDTM TAZ
Land Use We
Units - -
Description
Quantity
1438
26 TSF
Industrial
8.330
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
464.000
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
293.000
1441
6 ROOM
Motel
90.000
1441
10 TSF
General Commercial
50.030
1441
13 TSF
Restaurant
0.000
1441
15 TSF
Fast Food Restaurant
0.000
1442
1 DU
Res -Low (SFD)
43.000
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)
509.00(1
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
Monday, December 12, 2005 . � 1 n Page 6 of 16
Analysis Year:
2040
Reference Number: 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
WTM TAZ
Land Use Code
Units
Description
0112nay
1448
23 TSF
General Office
12.190
1448
24 TSF
Medical Office
0.990
1449
2 DU
Res -Medium (SFA)
95.000
1449
10 TSF
General Commercial
74.900
1449
13 TSF
Restaurant
0.000
1449
15 TSF
Fast Food Restaurant
0.000
1449
23 TSF
General Office
20.020
1450
2 DU
Res -Medium (SFA)
159.000
1450
3 DU
Apartment
3.000
1450
6 ROOM
Motel
16.000
1450
10 TSF
General Commercial
67.590
1450
13 TSF
Restaurant
0.000
1450
23 TSF
General Office
35.750
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
3.000
1451
7 ROOM
Hotel
22.000
1451
10 TSF
General Commercial
82.750
1451
13 TSF
Restaurant
0.000.
1451
1 a
TSF
Fast Food Restaurant
0.000
1451
23 TSF
General Office
8.000
1452
2 DU
Res -Medium (SFA)
12.000
1452
10 TSF
General Commercial
130.510
1452
13 TSF
Restaurant
0.000
1452
15 TSF
Fast Food Restaurant
0.000
1452
23 TSF
General Office
90.220
1452
37 TSF
Youth Ctr/Service
6.000
1453
10 TSF
General Commercial
111.580
1453
13 TSF
Restaurant
0.000
1453
21 SEAT
Theater
685.000
1453
23 TSF
General Office
119.900
1453
24 TSF
Medical Office
90.710
1453
36 TSF
Church
26.010
1454
1 DU
Res -Low (SFD)
41.000
1454
2 DU
Res -Medium (SFA)
172.000
1454
10 TSF
General Commercial
201.780
1454
11 ACRE
Comm./Recreation
0.850
1454
13 TSF
Restaurant
0.000
1454
15 TSF
Fast Food Restaurant
0.000
Monday, December 12, 2005 ,-M Page 7 of 16
Analysis Year:
2040
Reference Number: 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
NBTNI TAZ
Land Use Code
Units
Beseliption
Quantity
1454
23 TSF
_
General Office
101.500
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)
1,040.000
1456
2 DU
Res -Medium (SFA)
102.000
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
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)
366.000
1458
2 DU
Res -Medium (SFA)
684.000
1458
3 DU
Apartment
173.000
1458
10 TSF
General Commercial
20.810
1458
15 TSF
Fast Food Restaurant
0.000
1458
20 SLIP
Marina
14.000
1458
23 TSF
General Office
29.260
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
69.000
1459
7 ROOM
Hotel
34.000
1459
10 TSF
General Commercial
196.530
1459
11 ACRE
Comm./Recreation
4.250
Monday, December 12, 2005 , ,` 10
Analysis Year:
2040
Reference Number: 01232
Runld.
BO10
Build Date: 1111012005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
NBTM TAZ
Land Use Code
Units
Besciiption
4uanm
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
60.000
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
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
112.450
146.3
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
397.600
1465
10 TSF
General Commercial
60.630
1465,
13 TSF
Restaurant
18.190
Monday, December 12, 2005 0 11
Analysis Year:
2040
Reference Number. 01232
Runld.
BO10
Build Date: 11/10/2005
Land Use:
boll)
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
NBTM TAZ
Land Use Code
Urns
Description
Quantity
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
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
89.777
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
50.000
1474
13 TSF
Restaurant
6.400
1474
38 ACRE
Park
14.200
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
Monday, December 12, 2005
'•'' ^
Analysis Year:
2040
Reference Number: 01232
Runld:
B010
Build Date: 11110/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
NDIM IAZ
Land Use Code
Units
1477
1 DU
1478
2 DU
1479
1 DU
1479
2 DU
1480
2 DU
1480
3 DU
1481
1 DU
1481
2 DU
1481
10 TSF
.1482
1 DU
1482
2 DU
1482
3 DU
1482
40 ACRE
1483
1 DU
1484
7 ROOM
1484
10 TSF
1484
13 TSF
1484
23 TSF
1485
9 TSF
1485
10 TSF
1485
21 SEAT
1486
2 DU
1486
3 DU
1486
10 TSF
1486
13 TSF
1486
16 TSF
1486
23 TSF
1486
31 TSF
1487
2 DU
1487
7 ROOM
1487
10 TSF
1487
19 CRT
1487
23 TSF
1487
40 ACRE
1488
2 DU
1489
2 DU
1489
10 TSF
1490
23 TSF
1491
23 TSF
1491
24 TSF
Res -Low (SFD) .
Res -Medium (SFA)
Res -Low (SFD)
Res -Medium (SFA)
Res -Medium (SFA)
Apartment
Res -Low (SFD)
Res -Medium (SFA)
General Commercial
Res -Low (SFD)
Res -Medium (SFA)
Apartment
Golf Course
Res -Low (SFD)
Hotel
General Commercial
Restaurant
General Office
Regional Commercial
General Commercial
Theater
Res -Medium (SFA)
Apartment
General Commercial
Restaurant
Auto Dealer/Sales
General Office
Cultural/Learning Center
Res -Medium (SFA)
Hotel
General Commercial
Tennis Club
General Office
Golf Course
Res -Medium (SFA)
Res -Medium (SFA)
General Commercial
General Office
General Office
Medical Office
Description
Quantity
500.000
- 50.000
101.000
54.000
144.000
80.000
101.000
182.000
2.300
142.000
43.000
73.000
181.200
21.000
425.000
21.700
0.000
955.030
1,559.000
0.000
1,700.000
0.000
245.000
144.330
0.000
0.000
881.000
40.000
69.000
611.000
7.500
22.000
11.630
99.400
122.000
228.000
5.000
115.800
468.640
351.950
Monday, December 12, 2005 Page 11 of 16
Analysis Year:
2040
Reference Number: 01232
Runld.
B010
Build Date: 11/10/2005
Land Use:
bol0
Build Time: 8:00:00 PM
Network:
Pref04
Modeler.- Archie Tan
NBTM TAZ
Land Use Code
Units
Descriptbn
Quantity
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
442.110
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
10 TSF
General Commercial
2.380
1495
17 TSF
Yacht Club
62.020
1495
20 SLIP
Marina
283.000
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
92.440
1498
13 TSF
Restaurant
0.000
1498
23 TSF
General Office
23.980
1498
38 ACRE
Park
3.600
1499
1 DU
Res -Low (SFD)
198.000
1500
1 DU
Res -Low (SFDy
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
Monday, December 12, 2005 fj,4. Page 12 of 16
Analysis Year.
Runld.
Land Use:
Network:
2040
B010
bo10
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
1501
38 _
ACRE
Park
2.500
1502
1 DU
Res -Low (SFD)
186.000
1502
2 DU
Res -Medium (SFA)
0.000
1502
1D
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
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)
O.ODO
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
Monday, December 12, 2005 Page 13 of 16
Analysis Year:
2040
Reference Number: 01232
Runld.
BO10
Build Date: 11/10/2005
Land Use:
boil
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
KIM iA_Z
Land Use Cade
Units
Deseription
Quantity
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
388.000
1515
28 TSF
Pre-school/Day Care
8.400
1516
2 DU
Res -Medium (SFA)
67.000
1516
4 DU
Elderly Residential
100.000
1516
36 TSF
Church
88.700
1517.
3 DU
Apartment
160.000
1517
10 TSF
General Commercial
79.453
1517
23 TSF
General Office
9.750
1517
28 TSF
Pre-school/Day Care
13.390
1517
28 STU
Elementary/Private School
406.000
1517
30 STU
Junior/High School
780.000
1517
36 TSF
Church
31.380
1518
11. 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
1520
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
106.217
1522
23 TSF
General Office
12.900
1523
1 DU
Res -Low (SFD)
212.000
1523
10 TSF
General Commercial
55.000
1525
3 DU
Apartment
1,148.000
1526
1 DU
Res -Low (SFD)
410,000
Monday, December 12, 2005
�'�
Analysis Year.
2040
Reference Number. • 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler., Archie Tan
NBiM iAZ
Land Use Code
Units
B08011ptlon
Quantity
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)
154.000
1530
1 DU
Res -Low (SFD)
22.000
1530
3 DU
Apartment
284.000
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)
147.000
1534
29 STU
Elementary/Private School
600.000
1535
1 DU
Res -Low (SFD)
200.000
1535
2 DU
Res -Medium (SFA)
559.000
1535
3 DU
Apartment
841.000
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)
112.000
1548
2 DU
Res -Medium (SFA)
529.000
1 1549
1 DU
Res -Low (SFD)
61.000
.1550
1 DU
Res -Low (SFD}
179.000
1550
2 DU
Res -Medium (SFA)
322.000
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
Monday, December 12, 2005 �� Page 15 of 16
Analysis Year:
2040
Reference Number: 01232
Runld:
BO10
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
NBTM TAZ
land Use Code
Units
0e8e11ption
Qnentitfl
1555
10 TSF
_
General Commercial
137.500
1556
3 DU
Apartment
1,220.000
1558
3 DU
Apartment
1,052.000
1558
23 TSF
General Office
117.800
1558
26 TSF
Industrial
82.200
1559 :
1 DU
Res -Low (SFD)
225.000
1559
3 DU
Apartment
238.000
1559
10 TSF
General Commercial
50.000
1559
23 TSF
General Office
117.800
1559
26 TSF
Industrial
82.200
1563
23 TSF
General Office
396.869
1618
1 DU
Res -Low (SFDx
6.000
1671
1 DU
Res -Low (SFD}
138.000
1671
23 TSF
General Office
178.781
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
Monday, December 12, 2005 �' d Page 16 of 16
Study Area land Use By OCTAM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
OCTAM TAZ
Land Use Code
08sCHPU
Units
Quantity
2327
10 General Commercial
TSF
33.100
2327
15 Fast Food Restaurant
TSF
1.560
2327
23 General Office
TSF
521.859
2327
24 Medical Office
TSF
3.770
2327
40 Golf Course
ACRE
15.690
2328
1 Res -Low (SFD)
DU
306.000
2328
10 General Commercial
TSF
134.625
2328
23 General Office
TSF
567.542
2336
7 Hotel
ROOM
349.000
2336
10 General Commercial
TSF
272.977
2336
13 Restaurant
TSF
0.000
2336
16 Auto Dealer/Sales
TSF
130.000
2336
23 General Office
TSF
2,542.115
2337
10 General Commercial
TSF
352.640
2337
13 Restaurant
TSF
0.000
2337
23 General Office
TSF
781.310
2337
24 Medical Office
TSF
0.000
2337
25 R & D _
TSF
0.000
2337
26 Industrial
TSF
121.930
2338
10 General Commercial
TSF
129.300
2338
13 Restaurant
TSF
0.000
2338
15 Fast Food Restaurant
TSF
0.000
2338
23 General Office
TSF
1,123.113
2338
25 R & D
TSF
0.000
2338
26 Industrial
TSF
430.000
2339
23 General Office
TSF
295.784
2339
24 Medical Office
TSF
86.096
2340
7 Hotel
ROOM
164.000
2340
10 General Commercial
TSF
120.000
2340
13 Restaurant
TSF
0.000
2340
23 General Office
TSF
734.641
2341
7 Hotel
ROOM
471.000
2341
10 General Commercial
TSF
16.000
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
22.000
Monday, December
12, 2005
f,1 IQ
Analysis Year:
2040
Reference Number. 01232
Runld.
B010
Build Date: 11/10/2005
Land Use:
boil)
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
OCTAM TAZ
Land Use Code
DesoMption
Units
Quantity
2375
3 Apartment
DU
284.000
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
179.000
2378
2 Res -Medium (SFA)
DU
322.000
2381
2 Res -Medium (SFA)
DU
281.000
2393
1 Res -Low (SFD)
DU
198.000
2399
1 Res -Low (SFD)
DU
225.000
2399
3 Apartment
DU
1,290.000
2399
10 General Commercial
TSF
50.000
2399
23 General Office
TSF
235.600
2399
26 Industrial
TSF
169.400
2400
3 Apartment
DU
1,220.000
2401
1 Res -Low (SFD)
DU
462.000
2401
2 Res -Medium (SFA)
DU
0.000
2401
3 Apartment
DU
293.000
2401
6 Motel
ROOM
90.000
2401
10 General Commercial
TSF
50.030
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
1.834.000
2402
4 Elderly Residential
DU
0.000
2402
5 Mobile Home
DU
0.000
2402
10 General Commercial
TSF
54.410
2402
23 General Office
TSF
296.910
2402
24 Medical Office
TSF
101.230
2402
25 R & D
TSF
0.000
2402
26 Industrial
TSF
893.602
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
Monday, December 12, 2005 D Page 2 of 10
Analysis Year:
2040
Reference Number: 01232
Runld.
BO10
Build Date: 11/10/2005
Land Use:
boll)
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
UCTAM TAZ
Land Use Code
Deampum
Units
Quantity
2403
24 Medical Office
TSF
380.590
2403
26 Industrial
TSF
298.120
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
380.000
2405
2 Res -Medium (SFA)
DU
1,978.000
2405
3 Apartment
DU
8.000
2405
6 Motel
ROOM
19.000
2405
7 Hotel
ROOM
22.000
2405
10 General Commercial
TSF
803.500
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
388.580
2405
24 Medical Office
TSF
91.700
2405
26 Industrial
TSF
38.000
2405
36 Church
TSF
26.010
2405
37 Youth Ctr/Service
TSF
10.650
2406
1 Res -Low (SFD)
DU
1,040.000
2406
2 Res -Medium (SFA)
DU
102.000
2406
3 Apartment
DU
26.000
2407
1 Res -Low (SFD)
DU
891.000
2407
2 Res -Medium (SFA)
DU
392.000
2407
3 Apartment
DU
67.000
2407
6 Motel
ROOM
0.000
2407
7 Hotel
ROOM
117.000
2407
10 General Commercial
TSF
342.360
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
Monday, December 12, 2005 W I Page 3 of,10
Analysis Year.
Runld.
Land Use:
Network:
2040
Reference Number: 01232
BO10
Build Date: 11/10/2005
bo10
Build Time: 8:00:00 PM
Pref04
Modeler: Archie Tan
DCTAM TAZ
Land Use Code
Description
_ Units
Q11ant"
2407
23 General Office
TSF
419.550
2407
24 Medical Office
TSF
11.290
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
188.000
2409
7 Hotel
ROOM
140.000
2409
10 General Commercial
TSF
482.430
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
2409
23 General Office
TSF
152.740
2409
24 Medical Office
TSF
0.000
2409
37 Youth Ctr/Service
TSF
22.310
2410
1 Res -Low (SFD}
DU
1,270.000
2410
2 Res -Medium (SFA}
DU
1,485.000
2410
3 Apartment
DU
396.000
2410
5 Mobile Home
DU
58.000
2410
6 Motel
ROOM
26.000
2410
7 Hotel
ROOM
34.000
2410
10 General Commercial
TSF
229.880
2410
11 Comm./Recreation
ACRE
4.250
2410
13 Restaurant
TSF
0.000
Monday, December 12, 2005 Page 4 of 10
Analysis Year:
2040
Reference Number: 01232
Run/d:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler, Archie Tan
DCTAM TAZ
Land Use Code
Description
Units
Quantity
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
89.260
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
117.440
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
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
Monday, December 12, 2005 _ r 2's Page 5 of 10
Analysis Year:
2040
Reference Number: 01232
Run/d.
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. • Archie Tan
DCTAM TAZ
Land Use Code
Description
Units
Quantity
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
9.030
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
2415
23 General Office
TSF
57.070
2415
24 Medical Office
TSF
0.000
2415
38 Park.
ACRE
3.600
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
Monday, December 12, 2005 W ^ L� Page 6 of 10
Analysis Year:
Run/d.,
Land Use:
Network:
2040 Reference Number: 01232
13010 Build Date: 11/10/2005
bo10 Build Time: 8:00:00 PM
Pref04 Modeler: Archie Tan
OCTAM TAZ
Land Use Code
Description
MRS
Quantity
2418
1 Res -Low (SFD)
DU
1,547.000
2418
2 Res -Medium (SFA)
DU
60.000
2418
3 Apartment
DU
1,797.000
2418
10 General Commercial
TSF
176.500
2418
13 Restaurant
TSF
4.400
2418
15 Fast Food Restaurant
TSF
3.000
2418
23 General Office
TSF
343.500
.2418
24 Medical Office
TSF
43.200
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
18.230
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
89.777
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
Monday, December 12, 2005 W 25 Page 7 of 10
Analysis Year:
2040
Reference Number: 01232
Runld:
BO10
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
UCTAM TAZ
Land Use Code,
Uescripft
U is
Quamty
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
245.000
2424
7 Hotel
ROOM
611.000
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/Learning Center
TSF
40.000
2424
40 Golf Course
ACRE
99.400
2425
7 Hotel
ROOM
425.000
2425
9 Regional Commercial
TSF
1,559.000
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
955.030
2426
10 General Commercial
TSF
143.100
2426
13 Restaurant
TSF
0.000
2426
18 Health Club
TSF
0.000
2426
21 Theater
SEAT
2,150.000
2426
23 General Office
TSF
926.410
2426
32 Library
TSF
65.000
2427
23 General Office
TSF
468.640
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
50.000
2428
13 Restaurant
TSF
6.400
2428
25 R & D
TSF
81.730
Monday, December 12, 2005 tW 2,40 Page 8 of 10
Analysis Year:
2040
Reference Number: 01232
Runld.
B010
Build Date: 11/10/2005
Land Use:
bolo
Build Time: 8:00:00 PM
Network:
Pref04
Modeler: Archie Tan
D_CTA_M_T_A_Z
Land Use Code
_ Description
UnRs
m1antity
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
14.200
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
1,148.000
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
212.000
2434
10 General Commercial
TSF
55.000
2435
1 Res -Low (SFD)
DU
1,051.000
2435
3 Apartment
DU
388.000
2435
28 Pre-school/Day Care
TSF
8.400
2435
29 Elementary/Private School
STU
498.000
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
106.217
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
79.453
2437
23 General Office
TSF
9.750 -
Monday, December 12, 2005 ) .2 1 Page 9 of 10
Analysis Year
2040
Reference Number: 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler., Archie Tan
OCTAM TAZ
Land Use Cede
Description
Units
Quantity
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
120.080
2438
1 Res -Low (SFD)
DU
354.000
2438
2 Res -Medium (SFA)
DU
559.000
2438
3 Apartment
DU
841.000
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
532:000
2440
2 Res -Medium (SFA)
DU
529.000
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
84.000
2785
7 Hotel
ROOM
150.000
2785
10 General Commercial
TSF
137.500
2786
1 Res -Low (SFD)
DU
178.000
Monday, December 12, 2005 „/ A 9 Page 10 of 10
Study Area Land Use for City of Newport Beach
Analysis Year:
2040
Reference Number., 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 8:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Land Use Code
Desert fion
Units
Quantity
1 Res -Low (SFD)
DU
19,570.000
2 Res -Medium (SFA)
DU
15,076.500
3 Apartment
DU
14,427.000
4 Elderly Residential
DU
200.000
5 Mobile Home
DU
455.000
6 Motel
ROOM
139.000
7 Hotel
ROOM
5,537.000
9 Regional Commercial
TSF
1,559.000
10 General Commercial
TSF
5,120.942
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
13,492.354
24 Medical Office
TSF
1,084.576
25 R & D
TSF
81.730
26 Industrial
TSF
1,956.092
27 Mini-Storage/Warehouse
TSF
196.420
28 Pre-school/Day Care
TSF
49.000
29 Elementary/Private School
STU
5,055.030
30 Junior/High School
STU
5,215.000
31 Cultural/LeamingCenter
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
511.704
37 Youth Ctr/Service
TSF
183.209
38 Park
ACRE
127.780
39 Regional Park
ACRE
45.910
40 Golf Course
ACRE
298.290
Monday, December 12, 2005 0 "/a Page 1 of 1
THIS PAGE INTENTIONALLY LEFT BLANK
0 3o
APPENDIX X
GENERAL PLAN BUILDOUT WITHOUT PROJECT
SOCIOECONOMIC DATA (SED)
SED From Land Use by NBTM Taz
Analysis Year:
2040
Reference Number:, 01232
Run/d.
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler.' Archie Tan
occupied
Occupied
Single
Mum
NoR-
Famly
Family
Group
Elonafth
Resident
Dwelling
Dwelling
Quarters
FJnployed Retail
Sere
Other
School
URN/College
NBTM TAZ
Units
Units
Population PopuIBtan
Residents Employees
Employees
Employees
Students
Enrolment
1373
72 41
222
1374
72 41
222
1375
112
63 334
1376
116
66 356
1377
166
95 512
1378
188
108
578
1379
55 211
1,151
1380
18 69
375
1381
25 96
525
1382
38 145
790
1383
59 127
679
1384
25 43
227
1385
31 377
157
1386
27 103
561
1387
22 83
453
1388
386
58 149
1389
116
100
505
1390
17 66
360
1391
11 44
239
1392
54 76
398
1393
144
14 14
1395
231
199
95 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
5 21
113
1403
117
757
1,181
1404
51 196
1,069
1405
313
333
1,714
Monday, December 12, 2005 Vd Page 1 of 6
Analysis Year:
2040
Reference Number: 01232
Runld.,
Bo10
Build Date: 11/10/2005
Land Use:
Bolo
Build Time: 2:00:00 PM
Network:
Pref04
Modeler- Archie Tan
Occupied
Occupied
Single
MuNi
Non -
Family
. Family
Group
Elom/Ilgh
Resident
Oweling
Owevng
Quarters
Duployed
Rotal
Service
Other
School
UW/Colege
NOTIN TAZ
Units
Units
PopuloNon
PopUlallon
Residents
Employees Employees
Employees
Students
Enrolment
1406
0 851
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
373
265
710
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
18 78
341
1426
143
359
230
3 54
44 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 71
46 537
291
787
1431
34 58
44 279
63 218
1432
195
368
1,364
862
147
192
389
1433
93 135
270
732
324
16 183
808
1434
1,634
3,268
1435
65 27
225
143
49 12
10 1436
1,302
169
2,382
1,692
17 167
161
1437
10 1438
7 26
251
622
1439
441
59 808
573
136
282
2,321
1440
267
641
400
5 3
Monday, December 12, 2005 v ,L Page 2 of 6
Analysis Year:
2040
Reference Number: 01232
Run/d:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
Occupied
Single
Win
Non-
Famly
Family
Group
Elem/Nijh
Resident
Dwelling
Dwelling
Quarters
Employed
Retail
Service
Other
School
Univ/CoOege
NRTIH TAZ
Units
Units
Population
Population
Residents
Employees
Employees
Employees
Students
Enrollment
1441
439
278
1,570
1,064
107
161
41 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
86 180
77 137
24 64
1450
146
305
131
127
46 104
1451
20 104
259
113
153
50 47
1452
11 23
10 245
106
245
1453
246
313
436
1454.
37 155
406
176
377
127
288
1455
3 363
768
329
217
28 105
1456
936
115
2,292
1,037
19 143
29 1457
196
573
1,578
687
38 290
94 389
1458
329
771
2,282
1,008
49 98
102
1459
8 180
371
164
372
170
209
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
307
40 70
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
182
31 82
1471
437
1,093
699
9 67
13 1472
315
63 210
1473
285
485
371
6 3
1474
160
897.
2,062
1,461
109
59 26
Monday, December 12, 2005 � Page 3 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
Bolo
Build Date: 11/10/2005
Land Use:
Bolo
Build Time: 2:00:00 PM
Network:
Pref04
Modeler Archie Tan
Occupied
Occupied
Single
Mum
Non -
Family
Failply
Group
Elom/ligh
Resident
Oweing
Dweing
Quarters
Employed
Retal
Service
Other
School
Univ/Colege
NDTIN TAZ
Units
Units
Population
Population
Residents
Employees
Employees
Employees Students
Enrolment
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
189
893
2,542
1485
1,638
458
583
1486
233
396
303
363
547
2,233
1487
66 157
98 102
727
343
1488
116
278
174
2 1
1489
217
520
325
9 5
3 1490
14 52
285
1491
150
1,003
1,468
1492
142
249
1,136
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
1495
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
790
Monday, December 12, 2005 ( ` Page 4 of 6
Analysis Year:
2040
Reference Number: 01232
Runld.
8010
Build Date: 11/10/2005
Land Use:
8010
Build Time: 2:00:00 PM
Network:
Pref04
Modeler.' Archie Tan
Occupied
Occupied
Slggle
Multi
Nou-
Family
Fan*
Group
Elam/jUh
Resident
Nebo
Dweing
Quarters
Employed
Retal
Service
Other
School
Iloly/CoNge
NRTIN TAZ
Units
Units
Population
Population
Residents
Employees
Employees
Employees
Students
Enrolment
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
369
627
479
66 4
1516
164
293
120
72 89
1517
152
258
198
144
141
249
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
195
44 55
1523
201
504
322
103
40 16
1525
1,091
1,854
1,418
22 11
1526
390
974
623
8 94
56 1527
0 0
0 11
0 1528
72 26
1529
146
366
234
3 22
4 1530
21 270
511
384
0 153
9 1532
68 450
1534
140
349
223
3 21
94 600
1535
190
1,330
3,108
2,139
4 .55
19 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 1548
106
503
1,472
924
2 26
8 Monday, December 12, 2005 ✓ Page 5 of 6
Analysis Year:
2040
Reference Number: 01232
Run/d:
Bolo
Build Date: 11/10/2005
Land Use:
Bolo
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. • Archie Tan
Occupied
Occupied
Single
Mum
lrlan-
Fan*
Fail*
group
Elem/ilgh
Resident
Oweing
Dwelling
Quarters
Employod
Retail
Service
Dther
School
Univ/Golpge
NB'FM TAZ
Onits
Units
Population
Population
Residents
Employees En'iployees
Employees
Students
Enrol nen
1549
58 145
93 1
9 2
1550
170
306
1,159
731
3 32
8 1553
63 67
316
200
1 11
3 1554
197
80 683
434
4 31
7 1555
261
187
92 1556
1,098
1,867
1,427
22 11
1558
947
1,610
1,231
14 72
462
1559
203
214
870
602
108
97 469
1563
46 179
975
1618
6 14
9 0
1 0
1671
131
328
210
24 100
443
1672
11 29
18 0
2 0
1673
47 128
690
1674
238
62 237
1675
148
371
237
5 32
57 1713
1,168
2,335
1714
639
1,087
831
13 6
1715
37 306
122
1716
0 0
59 495
198
Monday, December 12, 2005 ✓p Page 6 of 6
SED From Land Use by OCTAM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
B010
Build Date: 11/10/2005
Land Use:
B010
Build Time: 2:00:00 PM
Network:
Pref04
Modeler Archie Tan
Occupied
Occupied
Single
NO
men-
Famly
Family
Group
Elem/l6gh
Resident
Dwelling
Dweligg
Quarters
Employed
Retal
Service
Other
School
Um/CoNge
OCTAM TAZ
Units
Units
Population
Population
Residents
Employees Employees
Employees
Students
Enrolloffint
2327
128
259
1,293
2328
291
727
465
315
323
1,427
2336
1,028
1,610
6,583
2337
726
415
2,225
2338
364
529
3,634
2339
58 327
804
2340
317
529
1,900
2341
117
757
1,181
2375
21 270
511
384
0 153
9 2377
68 450
2378
170
306
1,159
731
3 32
8 2381
267
641
400
5 3
2393
188
47G
301
4 28
6 2399
203
1,161
2,480
1,833
122
169
941
2400
1,098
1,867
1,427
22 11
2401
439
278
1,570
1,064
107
161
41 2402
1,742
228
3,190
2,265
160
475
2,733
622
2403
93 774
270
1,819
1,155
112
3,798
6,738
2404
431
1,314
4,197
2,651
56 103
34 2405
342
1,787
4,503
1,950
1,563
766
1,343
2406
936
115
2,292
1,037
19 143
29 2407
846
436
3,118
1,996
698
588
1,262
436
2408
299
223
68 1,352
814
49 251
473
2,184
2409
244
179
914
623
917
503
550
2410
1,143
1,745
6,016
2,662
473
654
429
389
2411
203
712
1,755
797
410
103
170
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 Monday, December 12, 2005 p Page 1 of 2
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
Occupied
Single
Mum
Bbn-
Fan*
Famly
Group
Hem/Righ
Resident
Dwelling
Dwelling
Quarters
Eueployed
Retal
Service
Other
Scholl
UO/College
OCTAM TAZ
Units
Units
Population
Population
Residents
Employees
Employees
Employees
Students
Enrolment
2418
1,470
1,764
6,713
4,656
419
736
1,145
636
2419
420
31 1,125
719
53 280
189
2420
138
84 545
346
189
652
1,771
2421
485
1,165
728
182
31 130
320
2422
2,107
4,119
2,893
365
370
2,095
2423
519
1,169
589
525
877
556
2424
631
1,351
900
487
1,334
2,865
2425
1,827
1,351
3,124
2426
387
681
2,410
2427
150
1,003
1,468
2428
160
897
2,062
1,461
114
447
600
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
1,091
2,842
2,050
8 200
93 2434
201
504
322
103
40 16
2435
998
369
3,123
2,077
20 230
108
498
2436
532
178
1,756
1,118
203
109
69 2437
197
316
1,043
633
148
242
344
1,186
2438
336
1,330
3,473
2,373
7 77
23 2439
156
215
905
571
209
48 27
2440
505
503
2,470
1,562
10 86
110
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 Monday, December 12, 2005 1 /a Page 2 of 2
SED From Land Use for -City of Newport Beach
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bolo
Build Time: 2:00:00 PM
Network:
Pref04
Modeler- Archie Tan
occupied occupied
NO Mulb - Family Non -
Family Dweing Group Hem/ligh Resident
Dwelling Units Quarters Employed Retail Service other School Univ/Co6ege Units Population Population Residents Employees Employees Employees Students Enrollment 18,324 28,097 566 100,625 60,919 15,108 25,887 51,971 10,270 Monday, December 12, 2005 X �� Page 1 of 1
Supplemental SED by HBTIM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Occupied
&Rule
mum
Non -
Family
Family
group
Elem/llojh
Resident
Dwelling
Dwe6pg
Quarters
Employed
Retail Service Other
School
Um►/Colege
NOTIVI TAZ Units
Units
Population Population
Residents
Employees Employees Employees
Students
Enrollment
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
Monday, December 12, 2005 x' ^ Page 1 of 1
Supplemental SED by OCTAM Taz
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler- Archie Tan
Occupied
Occupied
Single
Multi
FanW
Fan*
Dwoong
Dwe■ng
OCTAM TAZ Units
Units
2377 21
0 2414 202
237
2419 80
0 Non-
Graip
Elom/91gh
Resident
Quarters
Employed
Retail Service Other
School
Univ/Colege
Populatioq
Population Residents
Employees Employees Employees
Students
Enrolment
0 66 35
0 0 0
0 0
2 791 559
89 61 43
0 0
0 237 113
2 57 53
4 0
Monday, December 12, 2005 J /5 Page 1 of 1
Supplemental 3ED for City of Newport Beach
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied ' occupied
Slpglo Mnld - Family Non -
Family Dwelling Group Elem/ligh Resident
Oweing Grits Quarters Employed Retai Service Other School Ilniv/Coiege Units Population Population Residents Employees Employees Employees Students Enroinont 303 237 2 1,093 706 91 118 95 4 0
Monday, December 12, 2005 "/� Page 1 of 1
Final SED by NBTIM Taz
Analysis Year:
2040 Reference Number: 01232
Runld:
Bo10 Build Date: 11/10/2005
Land Use:
Bo10 Build Time: 2:00:00 PM
Network:
Pref04 Modeler. Archie Tan
Occupied
Single
Family
N INI Dyeing
iAZ Units.
Occupied
Matti
FamRy
Dweigg
Units
group Hem/iigh
quarters Employed Retail Servlce Other School
Population Populotlon Residents Employees Employees Employees Students NOR -
Resident
Um/Colege
Enmilment
Median
Income
1373
72 41
222
0 1374
72 41
222
0 1375
112
63 334
0 1376
116
66 356
0 1377
166
95 512
0 1378
188
108
578
0 1379
55 211
1,151
100,096
1380
18 69
375
100,096
1381
25 96
525
100,096
1382
38 145
790
100,096
1383
59 127
679
100,096
1384
25 43
227
100,096
1385
31 377
157
100,096
1386
27 103
561
100,096
1387
22 83
453
100,096
1388
386
58 149
100,096
1389
116
100
505
100,096
1390
17 66
360
100,096
1391
11 44
239
100,096
1392
54 76
398
100,696
1393
144
14 14
100,096
1394
100,096
1395
231
199
95 0
1396
74 284
1,548
0 1397
12 47
257
0 1398
5 18
98 0
1399
19 73
397
0 1400
6 22
119
0 1401
23 194
77 0
1402
5 21
113
0 1403
117
757
1,181
0 .
1404
51 196
1,069
0 1405
313
333
1,714
0 1406
0 851
0 1407
77 70
317
27,500
Monday, December 12, 2005 ✓ /-5 Page 1 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build rime: 2:00:00 PM
Network:
Pref04
Modeler- Archie Tan
Occupied
Single
Fan*
NDTM eweing
TAZ Units
Occupied
Muni
Family
Dweing
Units
group
Quarters
population
Population
EElem/lIgh
Employed . Retail Service Other School
Residents Employees Employees Employees Students
Non -
Resident
Unlv/Colege
Enrornent
Medlan
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
373
265
710
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
18 78
341
104,110
1426
143
359
230
3 54
44 104,110
1427
299
223
68 1,352
814
49 251
473
2,184
100,260
1428
244
144
856
578
638
441
332
115,496,
1429
623
68 1,683
1,089
13 105
87 436
107,136
1430
29 71
46 537
291
787
107,136
1431
34 58
44 279
63 218
115,496
1432
195
368
1,364
862
147
192
389
107,136
1433
93 135
270
732
324
16 183
808
76,372
1434
1,634
3,268
76,372
1435
65 27
225
143
49 12
10 91,787
1436
1,302
169
2,382
1,692
17 167
161
69,767
1437
10 77,503
1438
7 26
251
622
69,767
1439
441
59 808
573
136
282
2,321
69,767
1440
267
641
400
5 3
71,467
1441
439
278
1,570
1,064
107
161
41 101,940
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
Monday, December 12, 2005 X ��► Page 2 of 6
Analysis Year.
Runld:
Land Use:
Network:
Occupied Occupied
Sinule Multi
Family Fan*
NBTM DweDinp Dweing
TAZ Units Units
2040
Bo10
Bo10
Pref04
Group
Quarters
population Population
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler. • Archie Tan
NOe-
ElomA1911 Resident
Employed Retal Service Otlier School 110401110116
Residents Employees Employees Employees Students Enrolment Median
Income
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
86 180
77 137
24 64
88,082
1450
146
305
131
127
46 104
88,082
1451
20 104
259
113
153
50 47
88,082
1452
11 23
10 245
106
245
88,082
1453
246
313
436
88,082
1454
37 155
406
176
377
127
288
88,082
1455•
3 363
768
329.
217
28 105
88,082
1456
936
115
2,292
1,037
19 143
29 129,233
1457
196
573
1,578
687
38 290
94 389
90,227
1458
329
771
2,282
1,008
49 98
102
90,227
1459
8 180
371
164
372
170
209
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
307
40 70
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
182
31 82
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
89.7 2,062
1,461
109
59 26
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
Monday, December 12, 2005
y'7
Analysis Year.
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
13o10
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Single
Family
NOW DW8109
TH Units
1482 135
1483 20
1484
1485
1486
1487
1488
1489
1490
1491
1492
1493
1494
1495 381
1496 66
1497 129
1498 211
1499 178
1500 169
1501 764
1502 167
1503 47
1504 515
1505 801
1506 345
1507 135
1508 183
1510 190
1511 19
1512
1513 331
1514 39
1515
1516
1517
1518 419
1519 447
Occupied
Mum Mon -
Family gip Elem/nigh Resident
Dwe1119 quarters Employed Retal Service Other School Unly/Colege Units Population Population Residents Employees Employees Employees Students Enrollment 110 553 367 21 131 5
50 32
0 3
1 189
893
2,542
1,638
458
583
233
396
303
363
547
2,233
66 157
98 102
727
343
116
278
174
2 1
217
520
.325
9 5
3 14
52 285
150
1,003
1,468
142
249
1,136
57 218
1,190
189
214
84 73
-991
446
99 302
505
367
861
383
1 17
7. 12
236
761
337
3 24
6 43
537
245
173
62 82
392
178
4 27
5 423
271
3 26
5 0
1,681
764
217
162
141
0 368
167
195
59 105
0 103
47 161
27 42
0 1,287
824
170
107
68 0
2,002
1,281
127
178
129
6 872
559
7 52
10 337
216
3 21
4 130
771
489
4 71
125 790_
- 475
304
4 29
6 48
30 128
16 13
234
561
351
5 2
100
967
554
7 221
10 97
62 1
6 1
369
627
479
66 4
164
293
120
72 89
152
258
198
144
141
249 1,186
64 1,200
766
8 65
13 1,119
716
9 76
13 Median
Income
160,575
160,575
110,553
110,553
109,129
109,129
109,129
109,129
109,129
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
Monday, December 12, 2005 ✓ Page 4 of 6
Analysis Year:
2040
Reference Number: 01232
Run/d:
Bolo
Build Date: 11/10/2005
Land Use:
Bolo
Build Time: 2:00:00 PM
Network:
Pref04
Modeler. Archie Tan
Occupied
Single
Famly
NOiM Dwefing
TAZ Units
occupied
Mufti
Family
Dweing
Units
group
Quarters
population Population
Employed Retall
Residents Employees
Elem/Ogh
Service Other School
Employees Employees Students
Non-
Resident
Uiiv/Colege
Enrollment
Median
Income
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
195
44 55
162,729
1523
201
504
322
103
40 16
72,075
1524
72,075
1525
1,091
1,854
1,418
22 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
146
366
234
3 22
4 87,262
1530
21 270
511
384
0 153
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
140
349
223
3 21
94 600
159,078
1535
190
1,330
3,108
2,139
4 55
19 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
161,000
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
5 102,361
1545
295
739
473
6 44
9 97,151
1546
159,078
1547
201
504
322
4 30
6 159,078
1548
106
503
1,472
924
2 26
8 159,078
1549
58 145
93 1
9 2
159,078
1560
170
306
1,159
731
3 32
8 88,257
1551
80,765
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
1,098
1,867
1,427
22 11
45,384
Monday, December 12, 2005 'Y /9 Page 5 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
Bo10
Build rime: 2:00:00 PM
Network:
Pref04
Modeler: Archie Tan
Occupied
Single
Fan*
NOTM Dwelling
TAZ Units
Occupied
Muld
Family
DwOW
Units
Croup
Quarters
Population
Rem/mob
Employed Retail Service Other School
Population Residents Employees Employees Employees Students Non -
Resident
Univ/COiege
Enrolment
Medmn
income
1557
45,384
1558
947
1,610
1,231
14 72
462
77,503
1559
203
214
870
602
108
97 469
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
Monday, December 12, 2005 ✓ I D Page 6 of 6
Final SED by OCTAM Taz
Analysis Year.
2040 Reference Number: 01232
Runld:
8010 Build Date: 11/10/2005
Land Use:
Bolo Build Time: 2:00:00 PM
Network:
Pref04 Modeler. Archie Tan
OCTAM
TAZ
Occupied
Single
Fausly
Dweing
Units
Occupied
Mufti
Family
NOW
Units
gip Eiem/ligh
quarters Employed Retail Service Dther Scholl
Population Population Residents Fiuployees Employees Employees Students Non-
Resident
Oniv/Colege
EnroMent
Median
hcome
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
16,448
25,765
105,335
1,601,541
2337
4,357
2,490
13,347
0 2338
1,092
1,586
10,902
0 2339
289
1,634
4,021
0 2340
950
1,588
5,701
0 2341
117
757
1,181
0 2375
21 270
511
384
0 153
9 153,980
2377
42 0
0 131
69 0
0 135
900
0 384,444
2378
170
306
1,159
731
3 32
8 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
608
3,483
7,440
5,500
365
506
2,823
232,509
2400
2,196
3,733
2,855
44 22
90,767
2401
439
278
1,570
1,064
107
161
41 101,940
2402
5,227
684
9,570
6,795
480
1,424
8,200
1,866
209,300
2403
559
4,646
1,620
10,914
6,933
675
22,790
40,429
458,235
2404
2,157
6,572
20,984
13,257
282
513
168
458,936
2405
3,420
17,874
45,031
19,499
15,626
7,662
13,435
880,820
2406
936
115
2,292
1,037
19 143
29 129,233
2407
2,539
1,308
9,354
5,987
2,093
1,764
3,786
1,308
321,409
2408
299
223
68 1,352
814
49 251
473
2,184
100,260
2409
488
357
1,828
1,246
1,833
1,006
1,100
230,992
2410
4,572
6,980
24,063
10,649
1,893
2,615
1,714
1,556
360,907
2411
610
2,136
5,266
2,392
1,231
309
509
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
2,032
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
686
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
11,757
14,113_
53,705
37,250
3,348
5,889
9,159
5,088
832,882
2419
2,999
188
0 8,173
4,992
327
2,016
1,448
21 0
718,180
Monday, December 12, 2005 i` 2 I Page 1 of 2
Analysis Year:
2040
Reference Number: 01232
Runld:
Bolo
Build Date: 11/10/2005
Land Use:
Bolo
Build Time: 2:00:00 PM
Network:
Pref04
Modeler.- Archie Tan
Occupied
Single
Foully
OCTAM Owe111109
TAZ Uoits
Occupied
multi
Family
Nailing
Units
group
Quarters
population Population
Employed Retail
Residents Employees
Elom/nigh
Service Other School
Employees Employees Students
Mon -
Resident
IinW/CWDB
Enrolment
Median
income
2420
413
251
1,635
1,037
568
1,955
5,314
359,852
2421
971
2,330
1,456
364
62 260
640
236,423
2422
4,214
8,239
5,786
730
741
4,190
162,568
2423
1,037
2,339
1,179
1,050
1,754
1,112
189,678
2424
3,154
6,755
4,498
2,436
6,671
14,323
545,645
2425
3,655
2,701
6,249
221,106
2426
1,162
2,042
7,230
0 2427
150
1,003
1,468
0 2428
319
1,794
4,124
2,921
229
894
1,200
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
52 642,301
2433
1,976
5,453
14,210
10;251
40 999
466
605,421
2434
403
1,007
644
206
80 32
144,151
2435
2,995
1,106
9,368
6,230
60 691
325
1,494
406,645
2436
1,064
355
3,513
2,235
407
218
137
325,457
2437
590
947
3,128
1,898
444
727
1,033
3,558
358,973
2438
673
2,660
6,947
4,747
13 154
47 174,524
2439
467
644
2,714
1,714
626
145
82 352,818
2440
2,527
2,513
12,348
7,812
51 429
551
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
0 2782
295
739
473
6 44
9 91,151
2783
80,785
2785
393 .
160
1,366
869
530
436
198
148,939
2786
169
423
271
3 25
5 102,361
Monday, December 12, 2005 Xa ^ Page 2 of 2
Huai SED For City Of Newport Beach
Analysis Year: 2040 Reference Number, 01232
Runld: Bo10 Build Date: 11/10/2005
Land Use: Bo10 Build Time: 2:00:00 PM
Network: Pref04 Modeler: Archie Tan
Occupied
Occupied
Single
Multi -
lion -
Family
Family
group
Elom/lilgh
Resident
Dwelling
Dwelling
Quarters
Employed Retail Service Other School
Umr/College Median
Units
Units
population
Population Residents Employees Employees Employees Students Enrollment income
18,324
28,097
566
100,625 60,919 15,108 25,887 51,971 10,270
104,233
Monday, December 12, 2005 J Page 1 of 1
THIS PAGE INTENTIONALLY LEFT BLANK
x.7q-
APPENDIX Y
GENERAL PLAN BUILDOUT WITHOUT PROJECT TRIP GENERATION
Total Trip Ends By HBTM TAZ
Analysis Year:
2040
Runld:
B010
Land Use:
bo10
Network:
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler: Archie Tan
HBTM
TH
NO Attr
NO Prod
NSoh Attr
NSeh Prod
HW Attr
NW Prod
00 AM
00 Prod
OW Attr
OW Prod
Total
1373
563
0 0
0 387
0 395
404
261
265
2,274
1374
563
0 0
0 387
0 395
404
261
265
2,274
1375
869
0 0
0 584
0 607
621
397
403
3,481
1376
902
0 0
0 619
0 631
646
417
424
3,638
1377
1,296
0 0
0 889
0 908
928
599
609
5,229
1378
1,465
0 0
0 1,005
0 1,026
1,049
678
688
5,912
1379
615
0 0
0 1,629
0 603
649
836
857
5,188
1380
201
0 0
0 531
0 197
212
273
279
1,692
1381
281
0 0
0 743
0 275
296
381
391
2,367
1382
422
0 0
0 1,118
0 414
446
574
588
3,562
1383
558
0 0
0 995
0 478
505
537
550
3,623
1384
223
0 0
0 339
0 183
192
188
192
1,317
1385
430
0 0
0 650
0 399
405
361
399
2,645
1386
300
0 0
0 794
0 294
316
407
417
2,528
1387
242
0 0
0 641
0 237
256
329
337
2,042
1388
2,823
0 0
0 682
0 1,802
1,808
733
739
8,586
1389
937
0 0
0 829
0 684
704
519
529
4,202
1390
192
0 0
0 509
0 189
203
261
268
1,623
1391
128
0 0
0 339
0 125
135
174
178
1,079
1392
469
0 0
0 608
0 370
386
347
355
2,534
1393
1,044
0 0
0 198
0 659
659
247
248
3,055
1395
1,770
0 0
0 604
0 1,177
1,181
540
560
5,831
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
1,789
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
60 0
0 0
159
0 59
63 82
84 507
1403
1,340
0 0
0 2,363
0 1,218
1,265
1,279
1,355
8,820
1404
571
0 0
0 1,513
0'
560
603
776
796
4,818
1405
2,593
0 0
0 2,714
0 1,952
2,021
1,627
1,660
12,567
1406
85 0
0 0
979
0 170
204
460
460
2,358
1407
624
0 0-
0 535
0 454
467
337
344
2,761
1408
102
698
0_
48 45
267
114
114
47 21
1,457
Monday, December 12, 2005 Page 1 of 6
Analysis Year:
2040
Runld.
Bolo
Land Use:
bo10
Network:
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler: Archie Tan
NOW
TAZ
NO Attr
HO Prod
NSeh Attr
HSch Prod
NW Attr
HW Pr(
1409
1,835
0 0
0 2,970
0 1410
36 354
0 28
11 152
1411
34 0
0 0
16 0
1412
42 289
0 20
19 ill
1413
453
133
0 11
487
57 1414
89 416
3 33
136
140
1415
112
736
0 51
66 282
1416
134
847
0 66
62 365
1417
39 269
0 19
18 103
1418
41 265
0 20
18 109
1419
122
832
0 58
54 319
1420
321
2,092
0 155
146
857
1421
3,105
1,981
560
137
1,600
840
1422
338
2,205
0 163
154
903
1423
248
1,197
0 88
233
490
1424
570
5,074
0 327
185
2,146
1425
203
0 0
0 502
0 1426
124
679
0 50
130
278
1427
762
2,268
1,922
189
942
990
1428
5,031
1,783
0 120
1,665
699
1429
501
3,251
384
236
305
1,319
1430
4,107
137
0 10
1,860
55 1431
2,076
135
0 8
647
53 1432
1,442
2,393
0 191
894
1,045
1433
385
888
0 102
1,182
402
1434
1,144
0 0
0 5,637
0 1435
403
386
0 32
91 174
1436
703
3,923
0 333
527
2,041
1437
1 0
0 0
11 0
1438
86 0
547
0 326
0 1439
1,518
1,329
0 113
3,195
691
1440
102
860
0 90
36 486
1441
1,187
3,075
0 220
428
1,287
1442
113
924
0 83
46 449
1443
241
1,921
0 165
95 916
1444
254
2,127
0 190
93 1,036
1445
272
2,133
0 173
103
667
00 Attr 00 Prod OW Attr OW Prod Total
1,571
1,642
1,630
1,693
11,341
55 55
18 2
711
24 24
12 13
124
47 47
19 9
602
378
385
293
308
2,503
105
107
82 71
1,181
126
126
58 32
1,589
145
145
64 29
1,857
44 44
18 8
562
45 45
19 9
570
136
136
56 25
1,737
351
351
149
68 4,490
2,286
2,314
1,240
1,166
15,228
370
370
157
71 4,731
279
279
163
130
3,108
854
855
298
27 10,335
196
.210
260
267
1,639
141
143
89 66
1,702
778
797
589
509
9,744
3,448
3,461
1,543
1,512
19,263
565
569
-269
141
7,540
2,767
2,799
1,465
1,488
14,687
1,358
1,367
608
608
6,860
1,200
1,216
673
580
9,635
471
503
618
591
5,142
1,634
1,765
2,745
Z908
15,832
284
284
109
92 1,855
911
917
474
231
10,060
2 2
5 5
27 96
106
162
164
1,487
1,485
1,578
1,729
1,669
13,306
149
149
58 5
1,934
1,019
1,021
434
306
8,976
155
155
60 13
1,999
323
323
126
28 4,140
352
352
133
23 4,561
366
366
142
28 4,250
Monday, December 12, 2005 `'4 Page 2 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
8010
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 2:00:00 PM
Network:
pref04
Modeler Archie Tan
-NBTM
TAZ
W AtIr
HO Prod
HSch Attr HSch Prod HW Attr
HW Prod
-- -----
00 AVY
00 Prod
OW AM
OW Prat
Total
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
1,039
298
0 25
267
96 694
696
285
271
3,671
1450
1,006
507
0 43
333
163
705
709
317
292
4,075
1451
1,178
445
0 36
299
140
797
799
324
304
4,321
1452
1,849
38 0
3 688
12 1,224
1,234
591
600
6,238
1453
1,973
0 0
0 1,144
0 1,383
1,400
817
848
7,565.
1454
2,882
698
0 57
930
219
1,939
1,951
873
B47
10,395
1455
1,731
1,274
0 107
439
409
1,226
1,230
494
424
7,335
1456
754
5,340
0 321
324
1,285
868
869
342
146
10,248
1457
751
2,858
342
221
563
853
812
816
440
315
7,972
1458
873
4,134
0 319
396
1,250
938
942
412
202
9,467
1459
2,858
662
0 52
882
203
1,926
1,935
847
827
10,192
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
2,440
1,997
0 ill
526
462
1,730
1,733
647
557
.10,203
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
1,537
2,040
0 163
488
884
1,212
1,212
480
447
8,463
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
1,255
4,042
0 289.
328
1,762
1,166
1,167
435
229
10,673
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
1482
342
1,345
0 77
205
444
350
350
164
128
3,407
Monday, December 12, 2005 Y67 Page 3 of 6
Analysis Year:
2040
Reference Number: 01232
Runid:
Bo10
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 2:00:00 PM
Network:
pref04
Modeler: Archie Tan
NBTM
TAZ
BB AM
NO Prod
Bach AM NSch Prod
NW Attr
NW Prod
00 Attr
00 Prod
OW Attr
OW Prod
Total
1483
16 118
0 7
7 39
18 18
7 3
232
1484
2,062
0 0
0 4,167
0 1,895
1,996
2,211
2,300
14,630
1485
12,083
0 0
0 3,081
0 7,764
7,787
3,211
3,257
37,183
1486
3,205
885
0 55
3,638
364
2,552
2,641
2.161
2,169
17,669
1487
1,158
263
0 22
1,472
119
1,062
1,D70
832
961
6,958
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
151�
0 0
0 403
0 149
161
207
212
1,283
1491
1,727
0 0
0 3,b14
0 1,570
1,628
1,634
1,735
11,308
1492
1,259
0 0
0 1,756
0 1,015
1,060
990
1,D15
7,094
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,D87`
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
365
6,294
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
673
946
1,597
1,03
673
536
12,202
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
119
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
194
1,606
0 88
117
576
288
288
115
48 3,320
1516
114
663
0 41
202
150
166
169
124
99 1,728
1517
1,197
611
1,0144
36 629
238
880
890
480
464
6,468
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
1520
146
996
0 69
65 382
162
163
67 30
2,078
Monday, December 12, 2005
We
Analysis Year:
2040
Reference Number: 01232
Run/d:
Bol 0
BuildDate: 11 /10/2005
Land Use:
bo10
Build Time: 2:00:00 PM
Network:
pref04
Modeler Archie Tan
NOW
TAZ
N Attr
NO Prod
SO Attr HSch Prod
HW Attr
HW Prod
00 Attr
00 Prod
OW Attr
OW Prod
Total
1521
428
2,973
438
193
274
1,069
491
494
230
129
6,720
1522
1,548
1,260
0 78
361
427
1,080
1,082
414
373
6,622
1523
859
818
0 70
203
391
600
601
238
202
3,982
1525
471
4,420
0 260
147
1,705
716
716
237
21 8,692
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
104
641
0 51
48 284
ill
ill
49 22
1,423
1530
214
1,401
0 72
216
462
301
301
155
112
3,235
1531
874
1,826
0 ill
266
674
715
717
290
208
5,681
1532
19 142
396
9 80
42 30
33 41
36 828
1534
118
823
528
49 150
271
144
148
96 70
2,396
1535
664
5,390
0 435
242
2,584
927
928
353
55 11,579
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
Q
103
97 573
231
231
100
45 2,949
1547
157
1,186
0 70
66 391
182
182
68 31
2,335
1548
319
3,170
0 206
10,3
1,122
464
464
145
26 6,020
1549
45 341
0 20
19 112
52 52
20 9
672
1550
243
1,842
0 162
97 887
310
311
124
32 4,008
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
0 621
0 1,305
1,309
579
598
6,394
1556
391
2,704
0 261
148
1,716
554
555
239
21 6,590
1558
539
2,971
0 225
724
1,480
723
741
504
322
8,229
1559
1,049
1,518
0 122
817
728
868
887
567
494
7,050
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
1673
471
0 0
0 994
0 426
453
524
537
3,405
Monday, December 12, 2005 `, Page 5 of 6
Analysis Year:
2040
Reference Number: 01232
Runld:
Bo10
Build Date: 11/10/2005
Land Use:
bo10
Build Time: 2:00:00 PM
Network:
pref04
Modeler- Archie Tan
NUM
TAZ
NO Attr
IM Prod
NSch Attr NSc_h Prod
NW Attr
NW Prod
0 Attr
00 Prod
OW Attr
OW Prod
Total
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
Monday, December 12, 2005 YA Page 6 of 6
Total Trip Ends By OCTAM TAZ
Analysis Year.•
2040
Reference Number: 01232
Runld.
Bo10
Build Date: 11/10/2005
Land Use:
bolo
Build Time: 2:00:00 PM
Network:
pref04
Modeler: Archie Tan
OCTAM
TAZ
00 Attr
HO Prod
Itch Attr
HSch Prod
HW Attr
HW Prod
00 Attr
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
8,865
0 0
0 10,605
0 6,909
7,172
6,166
6,327
46,044
2337
5,658
0 0
0 3,871
0 3,962
4,051
2,612
2,654
22,807
2338
3,250
0 0
0 5,206
0 2,683
12,828
2,862
2,915
19,744
2339
660
0 0
0 1,367
0 617
649
723
756
4,773
2340
2,735
0 0
0 3,158
0 2,123
2,199
1,851
1,903
13,969
2341
1,340
0 0
0 2,363
0 1,218
1,265
1,279
1,355
8,820
2375
214
1,401
0 72
216
462
301
301
155
112
3,235
2377
19 142
396
9 80
42 30
33 41
36 828
2378
243
1,842
0 162
97 887
310
311
124
32 4A8
2381
2,852
5,682
378
609
1,512
3,126
2,352
2,383
1,256
963
21,11.4
2393
471
3,233
1,288
271
392
1,358
565
574
314
168
8,634
2399
1,589
4,489
0 347
1,%2
2,207
1,593
1,631
1,077
821
15,306
2400
391
2,704
0 261
148
1,716
554
555
239
21 6,590
2401
1,187
3,075
0 220
428
1,287
1,019
1,021
434
306
8,976
2402
2,307
5,252
547
447
4,047
2,732
2,491
2,601
2,365
2,064
24,854
2403
3,719
2,879
0 255
12,333
1,402
4,612
4,882
6,271
6,477
42,829
2404
1,188
6,714
_ 0
588
396
3,217
1,341
1,342
519
180
15,486
2405
12,628
7,693
0 630
4,436
2,423
8,987
9,041
4,111
3,762
53,710
2406
754
5,340
0 321
324
1,285
868
869
342
146
10,248
2407
6,051
5,781
384
437
3,058
2,420
4,533
4,583
2,407
2,209
31,862
2408
762
2,268
1,922
189
942
990
778
797
589
509
9,744
2409
7,107
1,918
0 128
2,312
753
4,806
4,828
2,151
2,120
26,123
2410
5,019
11,080
342
842
2,089
3,302
4,289
4,306
1,962
1,455
34,687
2411
3,438
4,127
0 246
877
987
2,549
Z555
993
820
16,593
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
1,495
28,208
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
953
1,149
2,480
Z487
1,003
827
17;393
2416
1,391
3,241
695
260
538
1,424
1,166
1,172
519
379
10,785
2417
406
2,267
0 149
329
751
475
475
249
177
5,278
2418
4,950
13,494
560
940
2,968
5,623
4,521
4,567
2,376
1,803
41,802
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
Monday, December 12, 2005 VI Page 1 of 2
Analysis Year:
Runld:
Land Use:
Network:
2040
Bo10
bo10
pref04
Reference Number: 01232
Build Date: 11/10/2005
Build Time: 2:00:00 PM
Modeler.- Archie Tan
OCTAM
TAZ
NO Attr
NO Prod
NSch Attr NO Prod
NW Attr
NW Prod
00 AM
00 Prod
OW AVW
OW Prod
Total
2421
1,542
2,040
282
163
543
884
1,221
1,224
506
473
8,878
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
4,720
2,482
0 189
5,569
1,089
4,014
4,123
3,287
3,364
28,837
2425
14,145
0 0
0 7,248
0 9,659
9,784
5,421
5,557
51,813
2426
3,371
0 0
0 4,000
0 2,634
2,730
2,330
2,398
17,463
2427
1,727
0 0
0 3,014
0 1,570
1,628
1,634
1,735
11,308
2428
1,546
4,042
46 289
1,441
1,762
1,538
1,562
986
820
14,031
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
831
6,433
0 398
495
2,471
1,128
1,132
480
203
13,571
2434
859
818
0 70
203
391
600
601
238
202
3,982
2435
965
6,994
438
437
549
2,513
1,167
1,171
502
252
14,989
2436
1,907
4,087
0 246
509
1,356
1,509
1,512
570
439
12,133
2437
1,456
2,270
1,044
146
896
769
1,208
1,222
671
592
10,275
2438
768
6,031
0 486
290
2,868
1,039
1,039
403
.77
13,002
2439
1,699
1,682
0 127
364
693
1,209
1,210
452
382
7,817
2440
640
5,520
528
346
338
1,896
843
847
329
136
11,422
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
Monday, December 12, 2005 V IO Page 2 of 2
Total trip Ends For City of Newport Beach
Analysis Year:
2040 Reference Number: 01232
Runld:
W�N-V" Pro CK Build Date: 10/12/2005
Land Use:
Build Time: 2:00:00 PM
Network:
Modeler Archie Tan
HO Attr HO Prod HSch At_tr_ HSch Prod HW Attr HW Prod 00 AM 00 Prod OW Ater OW Prod Total 148,526 195,168 9,041 14,241 112,693 74,938 123,330 125,391 77,664 71,257 952,249 Saturday, March 18, 2006 Page 1 of 1
THIS PAGE INTENTIONALLY LEFT BLANK
Ya
APPENDIX Z
WITH PROJECT AND CONSTRAINED ROADWAY SYSTEM ASSUMPTIONS
LETTERS
August 26, 2005
Mr. Elwood Tescher
EIP ASSOCIATES
12301 Wilshire Boulevard, Suite 430
Los Angeles, CA 90025
Subject: Preferred Alternative Circulation Element (Roadway) System Assumptions
Dear Mr. Tescher:
The General Plan Preferred Alternative that will be analyzed in the environmental impact report (EIR) will consist of a combination of a Preferred Land Use alternative and a Preferred Alternative Circulation Element (Roadway) system alternative. This letter provides our recommendation regarding the Preferred Alternative Circulation Element roadway system.
For the traffic analysis of the land use alternatives developed by the General Plan Advisory Committee (GPAC), the General Plan Update Committee approved the use of a "constrained network" as an assumption in the traffic model. This constrained network was developed in response to visioning process input that residents want to minimize further widening and extension of the arterial roadway system, as well as staff and consultant information on roadway improvements that are uncertain due to political or funding issues. Key roadway changes reflected in the constrained network (versus the Currently Adopted General Plan Circulation Element) include:
• No extension of the SR-55 Freeway
• No widening of Coast Highway through Mariner's Mile
• No extension of 19th Street across the Santa Ana River • No widening of Jamboree Road north of Ford Road
Z3
Mr. Elwood Tescher
EIP ASSOCIATES
August 26, 2005
• No grade separation at MacArthur Boulevard/Jamboree Road • No extension of 17th Street
• No extension of 15th Street to Coast Highway
For the EIR project description, our opinion is that the most prudent approach is to reflect a relatively constrained future system that reflects political and financial realities.
However, it is also desirable to include future roadway infrastructure that is likely to be needed to serve future traffic demand. If desired, elimination of these improvements can be adequately analyzed through additional sensitivity analysis, after the model runs using'the preferred roadway system are complete.
Based on the aforementioned criteria, it is recommended that the Preferred Alternative Circulation Element roadway system analyzed in the EIR be largely consistent with the constrained network that was used to evaluate the preliminary alternatives, with the following exceptions:
• The 19th Street / Hamilton Avenue connection / crossing of the Santa Ana River should be included.
• Widening of Coast Highway to 6 through lanes through Mariner's Mile (Newport Boulevard to Dover Drive) should be included.
Future traffic deficiencies that would require local roadway widening above and beyond the currently adopted Circulation Element roadway system can be expected in the absence of these roadway additions / widenings. It is our opinion that, if necessary, the overall analysis can still be structured in a manner that addresses the elimination of these improvements in a manner that adequately addresses the environmental analysis requirements associated with the General Plan update. This will allow the decision - making process to explicitly consider the need for these specific improvements.
Z*
Mr. Elwood Tescher
EIP ASSOCIATES
August 26, 2005
Urban Crossroads, Inc. is pleased to provide this letter summarizing our guidance related to the General Plan update process. Please feel free to contact me at (949) 660-. 1994 x210 if you wish to discuss this matter further.
Sincerely,
Carleton Waters, P.E.
Principal
CW:mg
J N:01232-20
Attachment .
ZS
41 Corporate Park, Suite 300 Irvine, CA 92606 949.660.1994 main 949.660.1911 fax www.urbanxroads.com January 20, 2005
Mr. Elwood Tescher
EIP ASSOCIATES
12301 Wilshire Boulevard, Suite 430
Los Angeles, CA 90025
Subject: Roadway Network Assumptions
Mr. Tescher:
This letter has been prepared to document the roadway system changes for Baseline conditions for the City of Newport Beach General Plan Update model runs. Urban Crossroads, Inc. staff has been reviewing the City of Newport Beach Memorandum (January 5, 2005) in conjunction with meeting notes from Carleton Waters' January 5 meeting with City of Newport Beach Engineering Department staff, and the email provided on December 29, 2004 by Patricia Temple.
There are several roadway system improvements that have been identified as "uncertain" that will not be included in the new Currently Adopted General Plan Baseline scenario. We have summarized the findings of this review and are requesting your final decisions on the remaining issues. We have numbered each uncertain segment according to pages 24 and 25 of the Newport Beach Circulation Element for ease of reference. The notes in italics after entries provide additional information from the meeting notes.
FROM CITY MEMO (JANUARY 5, 2005)
N/A -Extension of SR 55 to south of 17" Street
2-Widening of Coast Highway through Mariner's Mile
Z�,
Mr. Elwood Tescher
EIP ASSOCIATES
January 20, 2004
11-Widening of Jamboree Road from Eastbluff/Ford Road to SR 73 5-Grade separation at the MacArthur Boulevard/Jamboree Road intersection (grade separation that "shall be considered"— has been considered via studies. No approval or adoption as a result).
28-19th Street extension/ bridge
24,25-Bluff Road (Bluff is in except for Min. Alt)
27-17th Street extension
21,22,23-15th Street extension to Coast Highway
FROM PATTY TEMPLE'S EMAIL (DECEMBER 29, 2004)
12-Bayview Way extension to MacArthur Boulevard (build 4 lanes) (of interest to TCA as HOV ramp location)
20-Widen Dover Drive from Cliff to Westcliff (widen to 6 lanes) (not in baseline from Cliff to Coast, but shown as Major on current plan)
13-Widen MacArthur Boulevard from San Miguel to Coast Highway (widen to 6 lanes) (Rich and Carleton felt this should be included)
FROM MEETING (JANUARY 5, 2005) BETWEEN CARLETON WATERS AND CITY
OF NEWPORT BEACH ENGINEERING DEPARTMENT STAFF
26-16th From Dover to Seagull (widen to 4 lanes) (not in, no demand, ok by us) 55-Jamboree & Bayview (intersection improvements associated with Bayview extension to MacArthur)
SUMMARY
Our recommendation is to eliminate all of these uncertain improvements with the exception of #13 (widen MacArthur Boulevard from San Miguel to Coast Highway to 6 x7
Mr. Elwood Tescher
EIP ASSOCIATES
January 20, 2004
lanes). Please provide direction on these uncertain improvements at your earliest convenience. Urban Crossroads, Inc. is pleased to provide this letter report for your use. Please do not hesitate to give us a call if you have any questions.
Sincerely,
URBAN CROSSROADS, INC.
Carleton Waters, P.E.
Principal
CW:MW:mg
JN:01232-09
Attachments
xc:
Ms. Sharon Wood, CITY OF NEWPORT BEACH
Mr. Rich Edmonston, CITY OF NEWPORT BEACH
Ms. Tamara Campbell, CITY OF NEWPORT BEACH
Ms. Harriet Lai Ross, EIP ASSOCIATES.
Ms. Linda Tatum, EIP ASSOCIATES
7-9
APPENDIX AA
GENERAL PLAN BUILDOUT WITHOUT PROJECT SCENARIO INTERSECTION
CAPACITY UTILIZATION (ICU) WORKSHEETS
(EXISTING LANES)
la. Bluff & Coast Hw.
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
180
.056*
120
.038*
02 SBR
3200
3155
.098
380
.119
EBL
2 3200
633
.198*
563
.176*
EBT
3 4800
2687
.560
1967
.410
EBR
0 0
0 0
WBT
3 4800
2070
.431*
3000
.625*
WBR
1 1600
210
.131
300
.188
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
1b. 15th St. & Coast Hw.
.685 .839
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
180
.056*
120
.038*
SBR
2 3200
315
.098
380
.119
EBL
2 3200
740
.231*
690
.216*
EBT
3 4800
3140
.654
2410
.502
EBR
0 0
0 0
WBT
3 4800
2165
.451*
3073
.640*
WBR
1 1600
220
.138
307
.192
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
.738 .894
AA 3
2. Superior & Placentia
General
Plan
Without
Project
AM
PK HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
120
.075
130
.081*
NBT
2 3200
960
.300*
450
.141
NBR
1 1600
50 .031
30 .019
SBL
1 1600
70 .044*
50 .031
SBT
2 3200
300
.094
730
.228*
SBR
d
1600
20 .013
10 .006
EBL
1 160G
10 .006
10 .006
EBT
1 1600
480
.300*
370
.231*
EBR
1 1600
160
.100
230
.144
WBL
0.5 10
{.006}*
20 {012}*
WBT
1.5 3200
370
.134
540
.Z3
WBR
0 50
120
TOTAL CAPACITY UTILIZATION
m i
.650 .552
3. Superior & Coast Hw.
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1.5 190
400
NBT
1.5 4800
500
.171*
220
.158*
NBR
0 130
140
SBL
1.5 160
230
SBT
1.5 4800
160
.067*
400
.131*
SBR
2 3200
20 .006
420
.131
EBL
2 3200
516
.159
70 .022*
EBT
3 4800
2790
.581*
1450
.302
EBR
d
1600
250
.156
300
.188
WBL
1 1600
110
.069*
250
.156
WBT
4 6400
560
.088
2790
.436*
WBR
d
1600
230
.144
200
.125
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
4. Newport & Hospital
.888 .747
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
150
.094
250
.156*
NBT
3 4800
2140
.446*
1200
.250
NBR
1 1600
10 .006
80 .050
SBL
1 1600
50 .031*
20 .013
SBT
3 4800
1410
.294
2050
.427*
SBR
d
1600
230
.144
190
.119
EBL
2 3200
140
.044
150
.047
EBT
1 1600
360
.225*
290
.175*
EBR
1 1600
100
.063
20 .013
WBL
1 1600
70 .044*
250
.156*
WBT
2 3200
290
.103
270
.113
WBR
0 0
40 90
TOTAL CAPACITY UTILIZATION
AA5
746 .914
5. Newport & Via Lido
General Plan
Without Project
AM PK HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
3 4800
1790
.373*
1010
.210*
NBR
1 1600
20 .013
30 .019
SBL
2 3200
540
.169*
590
.184*
SBT
3 4800
750
.156
1550
.323
SBR
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
1 1600
30 .019*
10 .006*
WBT
0 0
0 0
WBR
2 3200
390
.122
510
.159
Note:
Assumes
Right -Turn
Overlap
for WBR
TOTAL CAPACITY UTILIZATION
6. Newport & 32nd
.561 .400
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600.
30 .019
110
.069
NBT
2 3200
1030
.322*
830
.259*
.NBR
d
1600
20 .013
30 .019
SBL
1 1600
60 .038
80 .050
SBT
2 3200
800
.291*
1370
.513*
SBR
0 0
130
270
EBL
1.5 460
160
EBT
0.5 3200
80 .169*
90 .078*
EBR
1 1600
20 .013
20 .013
BL
70 WBT
11.5 3200
60 .034*
.031*
WBR
f
200
220
Note:
Assumes
N/S Split
Phasing
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTLIZATION
/M (P
.816 .881
7. Riverside & Coast Hw.
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 {.006)*
20 NBT
1 1600
0 .006
10 .019*
NBR
d
1600
0 .000
10 .006
SBL
0 0
110
110
{.069)*
SBT
1 1600
10 .075*
10 .075
SBR
1 1600
350
.219
400
.250
EBL
1 1600
200
.125
350
.219*
EBT
2 3200
2780
.872*
2180
.684
EBR
0 0
10 10
WBL
1 1600
10 .006*
10 .006
WBT
3 480G
1670
.348
2930
.610*
WBR
1 1600
40 .025
50 .031
Right
Turn Adjustment
SBR
.019*
Note:
Assumes
Right -Turn
Overlap for SBR
TOTAL CAPACITY UTILIZATION
8. Tustin & Coast Hw.
.978 .917
General
Plan
Without
Project
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
01 3
7 SBT
1600
0 .031*
0 .056*
SBR
0 0
20 20
EBL
1 1600
70 .044
100
.063
EBT
2 3200
2810
.881*
2230
.700*
EBR
0 0
10 10
WBL
0 0
0 0
WBT
3 4800
1790
.373
3050
.635
WBR
1 1600
60 .038
150
.094
TOTAL CAPACITY UTILIZATION
Aa 7
.912 .756
9. MacArthur & Campus
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
110
.069
290
.181*
NBT
4 6400
1460
.228*
1510
.236
NBR
1 1600
110
.069
80 .050
SBL
1 1600
260
.163*
160
.100
SBT
4 6400
1120
.175
1330
.208*
SBR
1 1600
500
.313
910
.569
EBL
2 3200
770
.24.1*
510
.159*
EBT
3 4800
1010
.210
650
.135
EBR
d
1600
200
.125
130
.081
WBL
2 3200
50 .016
160
.050
WBT
3 4800
620
.129*
1460
.304*
WBR
f
70 190
Right
Turn Adjustment
SBR
.361*
TOTAL CAPACITY UTILIZATION
10. MacArthur. & Birch
.761 1.213
General Plan
Without Project
All PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
50 .031
160
.100*
NBT
3 4800
1320
.275*
1040
.217
NBR
1 1600
120
.075
60 .038
SBL
1 1600
240
.150*
90 .056
SBT
4 6400
830
.173
1230
.234*
SBR
0 0
290
.181
270
EBL
1.5 480
420
EBT
1.5 4800
560
.225*
490
.202*
EBR
0 40
60 WBL
1 1600
40 .025
140
.088
WBT
2 3200
310
.G97*
980
.306*
WBR
f
10 340
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
,AA I
747 .842
11. Von Karman & Campus
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
10 .006*
NBT
2 3200
830
.259*
590
.184
NBR
f
40 50
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
620
.225
1050
.419*
SBR
0 0
100
290
EBL
1 .1600
370
.231*
240
.150*
EBT
2 3200
690
.216
920
.288
EBR
1 1600
50 .G31
60 .038
WBL
1 1600
70 .044
40 a25
WBT
2 3200
450
.181*
1010
.359*
WBR
0 0
130
140
TOTAL CAPACITY UTILIZATION
12. MacArthur & Von Karman
696 .934
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
150
.094
60 .038*
NBT
3 4800
1470
.306*
900
.188
NBR
1 1600
600
.375
190
.119
SBL
1 1600
60 .G38*
120
.075
SBT
3 480.0
600
.125
1240
.258*
SBR
1 1600
190
.119
110
.069
EBL
1 1600
40 .G25*
160
.100
EBT
2 32a0
160
.050
300
.094*
EBR
f
40 120
WBL
2 3200
170
.053
850
.266*
WBT
1 1600
220
.138*
210
.131
WBR
f
70 10a
Right
Turn Adjustment
NBR
.069*
TOTAL CAPACITY UTILIZATION
AA1
.576 .656
13. Jamboree & Campus
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
90 .028
150
.047*
NBT
4 6400
1930
.347*
1930
.402
NBR
0 0
290
730
.456
SBL
2 3200
640
.200*
480
.150
SBT
3 4800
1800
.450
2570
.592*
SBR
0 0
360
270
EBL
2 3200
180
.056
680
.213*
EBT
2 3200,
290
.091*
830
.259
EBR
f
30 30
WBL
2 3200
870
.272*
340
.106
WBT
2 3200
860
.269
660
.206*
WBR
1 1600
130
.081
530
.331
Right
Turn Adjustment
WBR
.125*
TOTAL CAPACITY UTILIZATION
14. Jamboree & Birch
.910 1.183
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
450
.281*
150
.G94*
NBT
3 4800
1940
.421
1890
.400
NBR
0 0
90 30
SBL
1 1600
10 .006
90 .056
SBT
3 4800
2040
.425*
2010
.419*
SBR
f
930
390
EBL
1.5 210
710
EBT
0.5 3200
90 .094*
20 .228*
EBR
f
10 470
0 WBT
1600
770
.200*
80 .094*
WBR
0 0
170
10 Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
RA iv
1.000 .835
15. Campus & Bristol (N)
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
530
.166
600
.188*
NBT
3 4800
3190
.665*
1690
.352
NBR
0 0
0 0
SBL
0 0
0 0
SBT
4 6400
470
.073
1840
.288*
SBR
2 3200
400
.125
1280
.400
EBL
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
300
.094
550
.172
WBT
4 6400
1780
.320*
2930
.477*
WBR
0 0
270
120
Right
Turn Adjustment
SBR
.112*
TOTAL CAPACITY UT:LIZATION
16. Birch & Bristol (N)
.985 1.065
General Plan
Without 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
1380
.431*
470
.147
NBR
0 0
0 0
SBT
11.5 6400
190
.067
840
.372*
SBR
2.5 240
1540
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
1.5 460
.288
550
WBT
3.5 8000
1700
.354*
1730
.308*
WBR
0 820
.513
180
Right
Turn Adjustment
WBR
.159*
TOTAL CAPACITY UTILIZATION
AA It
.944 .736
17. Campus/Irvine & Bristol (S)
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBT
5 8000
2370
.362*
1770
.267*
NBR
0 0
530
370
SBL
1 1600
100
.063*
310
.194*
SBT
3 4800
680
.142
2080
.433
SBR
0 0
0 0
EBL
1.5 1350
{.481}*
540
EBT
2.5 6400
1730
.481
1300
.288*
EBR
2 3200
660
.206
620
.194
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
18. Birch & Bristol (S)
.906 .749
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
2.5 6400
52G
.139*
300
.094
NBR
1.5 37G
310
.097
SBL
2 3200
230
.072*
460
.144
SBT
2 320G
420
.131
920
.288*
SBR
0 0
. 0
0 EBL
1.5 970
{.304}*
290
EBT
3.5 8000
1250
.304
1430
.231*
EBR
0 210
130
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
AAta-
.515 .519
19. Irvine & Mesa
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
90 .056
50 .031*
NBT
2 3200
2050
.641*
910
.284
NBR
d
1600
620
.388
160
.100
SBL
1 1600
10 .006*
10 .006
SBT
2 3200
1030
.322
2240
.700*
SBR
d
1600
60 .038
210
.131
EBL
1 1600
340
.213
90 .056
EBT
1 1600
340
.244*
80 .181*
EBR
0 0
50 210
WBL
1 1600
160
.100*.
450
.281*
WBT
1 1600
60 .038
600
.375
WBR
1 1600
10 .006
10 .006
TOTAL CAPACITY UTILIZATION
20. Irvine & University
.991 1.193
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
240
.150
180
.113*
NBT
2 3200
2430
.759*
1070
.334
NBR
1 1600
60 .038
30 .019
SBL
1 1600
90 .056*
40 .025
SBT
2 3200
1010
.316
2640
.825*
SBR
1 1600
120
.075
440
.275
EBL
1 1600
530
.331*
150
.094*
EBT
2 3200
110
.034
30 .009
EBR
d
1600
210
.131
180
.113
WBL
1 1600
20 .013
20 .013
WBT
1 1600
30 .019*
80 .050*
WBR
d
1600
20 .013
50 .031
TOTAL CAPACITY UTILIZATION
AA 0
1.165 1.082
21. Irvine & Santiago
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
100
.063
140
.088*
NBT
2 3200
1490
.469*
1100
.350
NBR
0 0
10 20
SBL
1 1600
30 .019*
110
.069
SBT
2 3200
950
.297
1810
.566*
SBR
d
1600
40 .025
120
.075
EBL
0 0
160
{.100}*
60 {037}*
EBT
1 1600
40 .125
70 .681
EBR
d
1600
120
.075
140
.088
WBL
0 0
20 10
WBT
1 1600
80 .063*
100
.069*
WBR
d
1600
140
.088
70 .044
Right
Turn Adjustment
WBR
.025*
TOTAL CAPACITY UTILIZATION
22. Irvine & Highland
.676 .760
General Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
90 .056
120
.075*
NBT
2 3200
1590
.497*
1330
.416
NBR
d
1600
10 .006
20 .013
SBL
1 1600
20 .013*
20 .013
SBT
2 3200
1150
.359
1670
.522*
SBR
d
1600
20 .G13
70 .044
EBL
0 0
80 {.056}*
EBT
1 1600
110
200
.6252}*
EBR
d
1600
120
.075
80 .050
BL
01 0
20 10
WBT
1600
30 .G31*
40 .031*
WBR
d
1600
60 .038
10 .006
Right
Turn Adjustment
Multi
.013*
EBR
.013*
TOTAL CAPACITY UTILIZATION
AA ►k
604 .653
23. Irvine & Dover
General Plan
Without 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
1270
.397*
1060
.331*
NBR
d
1600
20 .013
20 .013
SBL
1 1600
150
.094*
240
.150*
SBT
2 3200
970
.303
1420
.444
SBR
d
1600
20 .013
60 .038
EBL
1 1600
100
.063
40 .025*
EBT
1 1600
190
.156*
120
.156
EBR
0 0
60 130
WBL
1 1600
20 .013*
40 .025
WBT
1 1600
160
.100
270
.169*
WBR
1 1600
340
.213
280
.175
Right
Turn Adjustment
WBR
.107*
WBR
.006*
TOTAL CAPACITY UTILIZATION
24. Irvine & Westcliff
.767 .681
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY.
VOL
V/C
VOL
V/C
NBL
2 3200
110
.034
280
.088*
NBT
2. 3200
900
.281*
630
.197
NBR
d
1600
30 .019
10 .006
SBL
2 3200
330
.103*
130
.041
SBT
2 3200
650
.203
820
.256*
SBR
d
1600
180
.113
490
.306
EBL
2 3200
400
.125*
360
.113*
EBT
2 3200
430
.159
520
.212
EBR
0 0
80 160
WBL
1 1600
30 .019
90 .056
WBT
2 3200
380
.134*
860
.297*
WBR
0 0
50 90
Right
Turn Adjustment
SBR
.050*
TOTAL CAPACITY UTILIZATION
A4Ar 1 S
.643 .804
25. Dover & Westcliff
General
Plan Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
260
.081*
860
.269*
NBT
2 3200
450
.141
700
.219
NBR
0 0
0 0
SBL
0 0
0 0
SBT
1 1600
430
.269*
340
.213*
SBR
1 1600
50 .031
30 .019
EBL
2 3200
80 .G25*
150
.047*
EBT
0 0
0 0
EBR
f
620
930
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
26. Dover & 16th
375 .529
General Plan
Without 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
1300
.406*
NBR
d
1600
20 .013
60 .038
SBL
1 1600
50 .031
50 .031*
SBT
2 320G
1120
.350*
930
.291
SBR
d
1600
30 .019
50 .031
EBL
0 0
10 20
EBT
1 1600
10 .013*
30 .031*
EBR
d
1600
26G
.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
A,A /le
.601 .600
27. Dover & Coast Hw.
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
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
60 .038
SBR
1 1600
80 .050
110
.069
EBL
2 3200
190
.059
140
.044*
EBT
3 4800
2440
.510*
2040
.429
EBR
0 0
10 20
WBL
1 1600
40 .025*
60 .038
WBT
3 4800
1750
.365
2980
.621*
WBR
f
690
1150
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
28. Bayside & Coast Hw.
.798 .931
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2.5 420
2B0
NBT
0.5 4800
30 .117*
20 .067*
NBR
0 110
20 SBL
1 1600
50 .031*
140
.08&*
SBT
1 1600
20 .013
20 .013
SBR
d
1600
50 .031
120
.075
EBL
1 1600
90 .056
140
.088*
EBT
3 4800
3290
.685*
2280
.475
EBR
1 1600
360
.225
620
.388
WBL
1 1600
80 .050*
50 .031
WBT
4 6400
1850
.311
3830
.606*
WBR
0 0
140
50 Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
.883 .849
29. MacArthur & Jamboree
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066
240
.075*
NBT
3 4800
1920
.400*
830
.173
NBR
1 1600
600
.375
550
.344
SBL
2 3200
130
.04-1*
260
.081
SBT
3 4800
500
.104
1600
.333*
SBR
f
120
540
EBL
2 3200
690
.216
220
.069
EBT
3 4800
1770
.369*
1380
.288*
EBR
f
130
50 WBL
2 3200
360
.113*
910
.284*
WBT
3 4800
1030
.215
1540
.321
WBR
f
170
160
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
30. Jamboree & Bristol (N)
923 .980
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
1230
.384
890
.278*
NBT
3 4800
3240
.675*
2500
.521
NBR
0 0
0 0
SBL
0 0
0 0
SBT
2.5 6400
680
.213
1450
.375*
SBR
1.5 690
.216
950
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
AA f S
.675 .653
31. Bayview Place & Bristol (S)
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBT
0 0
0 0
NBR
2 3200
80 .025
360
.113
SBT
0 0
0 0
SBR
0 0
0 0
EBL
0 0
0 - 0
EBT
4 6400
3670
.573*
3240
.506*
EBR
1 1600
120
.075
10 .006
WBL
0 0
0 0-
WBT
0 0
0 0
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.025*
NBR
.113*
TOTAL CAPACITY UTILIZATION
32. Jamboree & Bristol (S)
.598 .619
General
Plan
Without
Project
AM PK
HOUR
PM
PK HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
5 8000
2110
.271*
2320
.304
NBR
0 0
60 110
SBT
3 4800
650
.135
1480
.30B*
SBR
0 0
a
0 EBL
1.5 2190
.684*
1080
{.546}*
EBT
1.5 4800
560
.350
1540
.546
EBR
2 3200
1010
.316
1000
.313
WBT
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
i4A- /I
955 .854
33. Jamboree & Bayview Way
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
140
.088
70 .044
NBT
4 6400
1990
.323*
2190
.355*
NBR
0 0
80 80
SBL
1 1600
110
.069*
150
.094*
SBT
4 6400
1400
.219
2260
.353
SBR
1 1600
170
.106
80 .050
EBL
2 3200
40 .013*
90 .028*
EBT
1 1600
10 .006
10 .006
EBR
1 1600
40 .025
180
.113
WBL
1 1600
10 .006
40 .025
WBT
1 1600
10 .006*
10 .006*
WBR
1 1600
60 .038
140
.088
Right
Turn Adjustment
Multi
.044*
Multi
.186*
TOTAL CAPACITY UTILIZATION
34. Jamboree & Eastbluff/Univ.
.455 .669
General Plan
Without 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
1640
.342*
1900
.396*
NBR
1 1600
240
.150
350
.219
SBL
2 3200
130
.041*
190
.059*
SBT
3 4800
1040
.217
1910
.398
SBR
1 1600
.280
.175
390
.244
EBL
1.5 520
210
EBT
0.5 3200
110
.197*
110
.100*
EBR
1 1600
10 .006
10 .006
WBL
1.5 330
.103*
340
.106*
WBT
1.5 4800
120
.075
110
.069
WBR
f .
170
210
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
AA 26
.683. .661
35. Jamboree & Bison
General Plan
Without. Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
03 NBT
4800
1630
.340*
1850
.385*
NBR
d
1600
310
.194
260
.163
SBL
2 3200
90 .028*
190
.059*
SBT
3 4800
1230
.256
1770
.369
SBR
1 1600
50 .031
90 .056
EBL
1 1600
110
.069*
40 .025*
EBR
10 1600
80 .050
20 .013
WBL
2 3200
270
.084*
470
.147*
WBT
0 0
0 0
WBR
2 3200
240
.075
190
.059
.Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
36. Jamboree & Eastbluff/Ford
.521 .616
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
370
.116*
400
.125*
NBT
3 4800
1730
.404
2040
.513
NBR
0 0
210
420
SBL
1 1600
50 .031
60 .038
SBT
3 4800
1620
.338*
2250
.469*
SBR
1 1600
60 .038
100
.063
EBL
1 1600
160-
.100
50 .031
EBT
1 1600
210
.131*
130
.081*
EBR
f
430
370
WBL
1.5 480
250
WBT
1.5 4800
53G
.210*
150
.083*
WBR
1 1600
90 .056
30 .019
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
AA -i
.795 .758
37. Jamboree & San Joaquin Hills
General Plan
Without 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
1390
.290*
2030
.423*
NBR
f
160
150
SBL
2 3200
610
.191*
580
.181*
SBT
3 4800
1720
.358
2350
.490
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
440
680
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
38. Jamboree & Santa Barbara
.597 .710
General Plan
Without 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
1640
.342*
1940
.404*
NBR
1 1600
180
.113
90 .056
SBL
2 3200
390
.122*
290
.091*
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 .019*
EBR
0 0
30 20
WBL
1.5 80
470
WBT
0.5 3200
10 .028*
20 .153*
WBR
1 1600
60 .038
390
.244
Right
Turn Adjustment
WBR
.010*
WBR
.091*
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
.540 .758
39. Jamboree & Coast Hw.
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
40 .025
NBT
2 3200
570
.206*
380
.159*
NBR
0 0
90 130
SBL
1 1600
180
.113*
130
.081*
SBT
2 3200
280
.088
640
.200
SBR
f
920
1830
EBL
3 4800
1310
.273*
910
.190*
EBT
4 6400
2110
.333
1570
.247
EBR
0 0
20 10
WBL
2 3200
90 .028
210
.066
WBT
4 6400
1150
.180*
2260
.353*
WBR
f
130
130
TOTAL CAPACITY UTILIZATION
40. Santa Cruz & San Joaquin H.
.772 .783
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
90 .028
390
.122
NBT
1 1600
10 .031*
10 .131*
NBR
0 0
40 .200
SBL
1 1600
20 .013*
10 .006*
SBT
1 1600
10 .00b
10 .006
SBR
1 1600
70 .044
60 .038
EBL
1 1600
60 .038
100
.063*
EBT
3 4800
460
.142*
400
.125
EBR
0 0
220
240
.150
WBL
1 1600
230
.144*
30 .019
WBT
3 4800
350
.079
520
.115*
WBR
0 0
30 30
Right
Turn Adjustment
SBR
.028*
SBR
.023*
TOTAL CAPACITY UTILIZATION
/% I3
358 .338
41. Santa Rosa & San Joaquin H.
General Plan
Without 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
170
.106
720
.450
SBL
1 1600
110
.069*
100
.063
SBT
1 1600
20 .013
10 .006*
SBR
1 1600
30 .019
50 .031
EBL
1 1600
40 .025
50 .031
EBT
3 4800
320
.085*
610
.148*
EBR
0 0
90 100
WBL
2 320-0
750
.234*
420
.131*
WBT
3 4800
550
.138
260
.073
WBR
0 0
110
90 Right
Turn Adjustment
Multi
.307*
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
42. Newport Center & Coast Hw.
.394 .686
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
30 .009*
290
.091*
0 SBR
f
90 820
EBL
2 3200
560
.175*
340
.106*
EBT
3 4800
1970
.410
1720
.358
EBR
0 0
0 0
WBT
3 4800
1360
.283*
2030
.423*
WBR
f
170
150
TOTAL CAPACITY UTILIZATION
M 1
.467 .620
44. Avocado & San Miguel
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
140
.088*
60 .038
NBT
1 1600
150
.094
30 .019*
NBR
1 1600
70 .044
630
.394
SBL
1 1600
40 .025
250
156*
SBT
1 1600
50 .031*
170
.106
SBR
1 1600
20 .013
10 .006
EBL
1 1600
10 .006*
10 .006
EBT
2 3200
130
.047
680
.244*
EBR
0 0
20 100
WBL
2 3200
550
.172
390
.122*
WBT
2 3200
500
.225*
610
.209
WBR
0 0
220
60 Right
Turn Adjustment
NBR
.253*
Note:
Assumes
Right -Turn
Overlap
for SBR
NBR
TOTAL CAPACITY UTILIZATION .350 .794
45. Avocado & Coast Hw.
General Plan
Without 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
110
.069
NBR
1 1600
260
.163
160
.100
SBL
1.5 80
.050
340
SBT
0.5 3200
90 .056*
150
.153*
SBR
1 1600
40 .025
310
.194
EBL
1 1600
300
.188*
160
.100
EBT
3 4800
1670
.348
1790
.37a*
EBR
d
1600
70 .044
80 .050
WBL
1 1600
140
.088
190
.119*
WBT
3 4800
1570
.327*
1790
.373
WBR
1 1600
130
.081
70 .044
Right
Turn Adjustment
NBR
.100*
Multi
.047*
Note:
'Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION .734 .786
M.15
46. SR-73 NB Ramps & Bison
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1.5 180 f.1081*
230
.072*
NBT
0 4800
0 .108
0 NBR
1.5 340
90 .056
SBT
0 0
0 0
SBR
0 0
0 0
EBL
1 1600
20 .013
10 .006*
EBT
2 3200
1300
.406*
720
.225
EBR
0 0
0 0
WBL
0 0
0 0
WBT
2 3200
140
.044
730
.228*
WBR
1 1600
260
.163
850
.531
Right
Turn Adjustment
WBR
.303*
TOTAL CAPACITY UTILIZATION
47. SR-73 SB Ramps & Bison
.514 .609
General
Plan
Without
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
980
.306*
370
.116*
SBT
0 0
0 0
SBR
f
10 10
EBL
0 0
0 0
EBT
2 3200
310
.097*
320
.100*
EBR
1 1600
70 .044
90 .056
WBL
2 3200
50 .016*
330
.103*
WBT
2 3200
290
.091
620
.194
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
AA 24,
.419 .319
48. MacArthur & Bison
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
380
.119
260
.081*
NBT
4 6400
3700
.578*
2680
.419
NBR
f
220
140
SBL
2 3200
70 .022*
30 .009
SBT
4 6400
2670
.417
3060
.478*
SBR
1 1600
390
.244
430
.269
EBL
2 3200
280
.088*
340
.106*
EBT
2 3200
260
.081
210
.066
EBR
f
200
110
WBL
2 3200
170
.053
230
.072
WBT
2 3200
270
.084*
410
.128*
WBR
1 1600
10 .006
60 .038
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
49..MacArthur & Ford/Bonita Cyn
772 .793
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
14G
.044*
80 .925
NBT
4 6400
2070
.323
2420
.378*
NBR
f
130
540
SBL
2 3200
390
.122
1060
.331*
SBT
4 6400
2950
.461*
2440
.381
SBR
f
10 60
EBL
2 3200
30 .009*
10 .003
EBT
2 3200
370
.116
650
.203*
EBR
1 1600
90 .056
110
.G69
WBL
2 3200
400
.125
270
.084*
WBT
2 3200
890
.278*
370
.116
WBR
f
1700
750
TOTAL CAPACITY UTILIZATION
AA a7
792 0.996
50. MacArthur & San Joaquin H.
General
Plan
Without
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
1540
.321*
1800
.375*
NBR
1 1600
10 .006
20 .013
SBL
2 3200
600
.188*
940
.294*
SBT
3 4800
1780
.371
1870
.390
SBR
f
1070
430
EBL
2 3200
190
.059*
1040
.325*
EBT
3 4800
310
.073
620
.150
EBR
0 0
40 100
WBL
1 1600
20 .013
20 .013
WBT
2 3200
680
.213*
370
.116*
WBR
f
1010
540
TOTAL CAPACITY UTILIZATION
51. MacArthur & San Miguel
.781 1.110
General Plan
Without Project
AM PK
HOUR
PM PK.HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
120
.038
190
.059*
NBT
3 4800
1530
.319*
890
.185
NBR
1 1600
350
.219
460
.288
SBL
2 3200
10 .003*
10 .003
SBT
3 4800
1100
.229
1420
.296*
SBR
1 1600
760
.475
560
.350
EBL
2 320G
70 .022
940
.294*
EBT
2 3200
100
.053*
500
.203
EBR
0 0
70 150
WBL
2 3200
310
.097*
28G
.G88
WBT
2 3200
34G
.106
310
.097*
WBR
d
1600
20 .013
40 .025
Right
Turn Adjustment
SBR
.169*
Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
. 64.1 .746
52. MacArthur & Coast Hw.
General
Plan
Without
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
540
.169*
720
.225*
SBT
0 0
0 0
SBR
f
380
770
EBL
2 3200
890
.218*
650
.203*
EBT
3 4800
1090
.221
1540
.321
EBR
0 0
0 0
WBL
0 0
0 0
WBT
3 4800
1340'
.279*
1660
.346*
WBR
f
820
530
TOTAL CAPACITY UTILIZATION
53. SR•73 NB Ramps & Bonita Cyn
.726 .774
General Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
390
.122*
20 .006*
NBT
0 0
0 0
NBR
1 1600
620
.388
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
800
.250*
1220
.381*
EBR
1 1600
10 .006
10 .006
WBL
1 1600
710
.444*
390
.244*.
WBT
2 3200
1270
.397
1190
.372
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.266*
NBR
.119*
TOTAL CAPACITY UTILIZATION 1.082 .750
AA 2.9
54. SR-73 SB Ramps & Bonita Cyn
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
190
.059*
170
.053*
01 NBR
1600
220
.138
350
.219
SBT
0 0
0 0
SBR
0 0
0 0
EBT
2 3200
530
.166
800
.250*
EBR
1 1600
160
.100
600
.375
WBL
2 3200
140
.044
230
.072*
WBT
3 4800
1530
.319*
990
.206
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.079*
Multi
.291*
TOTAL CAPACITY UTILIZATION
55. Spyglass Hill & San Miguel
.457 .666
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
40 {.050}*
NBT
1 1600
40 300
.6389}*
NBR
d
1600
170
.106
190
.119
SBT
1 1600
40 .050*
30 .031*
SBR
1 1600
40 .025
40 .025
EBL
1 1600
50 .031
70 .044
EBT
2 3200
350
.109*
510
.159*
EBR
d
1600
30 .019
50 .031
WBL
1 1600
90 .056*
130
.081*
WBT
2 3200
380
.119
440
.138
WBR
d
1600
30 .019
40 .025
Right
Turn Adjustment
NBR
.056*
NBR
.081*
TOTAL CAPACITY UTILIZATION
.296 .371
56. San Miguel & San Joaquin H.
General Plan
Without 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
260
.131*
570
.288*
NBR
0 0
160
350
SBL
1 1600
70 .044*
150
.094*
SBT
2 3200
470
.147
330
.103
SBR
1 1600
380
.238
150
.094
EBL
2 3200
290
.091*
470
.147
EBT
3 4800
620
.131
910
.192*
EBR
0 0
10 10
WBL
1 1600
390
.244
260
.163*
WBT
3 4800
1320
.296*
680
.156
WBR
0 0
100
70 Note:
Assumes
Right -Turn
Overlap
for SBR
TOTAL CAPACITY UTILIZATION
57. Goldenrod & Coast Hw.
562 .737
General Plan
Without 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
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1.5 350
250
NBT
0.5 3200
50 .125*
60 .097*
NBR
1 1600
20 .013
70 .044
SBL
1 1600
50 .031
70 .044
SBT
1 1600
40 .050*
50 .056*
SBR
0 0
40 40
EBL
1 1600
20 .013*
40 .025
EBT
2 3200
460
.144
950
.297*
EBR
1 1600
150
.094
440
.275
WBL
1 1600
20 .013
110
.G69*
WBT
3 4800
1150
.240*
710
.148
WBR
d
1600
80 .050
40 .
.025
Note:
Assumes
N/S Split
Phasing
Note:
Assumes
Right -Turn
Overlap
for EBR
TOTAL CAPACITY UTILIZATION
59. Marguerite & Coast Hw.
428 .519
General
Plan Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 160G
70 .044
90 .056
NBT
1 1600
180
.163*
200
.156*
NBR
0 0
80 50
SBL
1 160G
190
.119*
280
.175*
SBT
1 1600
70 .069
120
.094
SBR
0 0
40 30
EBL
1 1600
70 .044*
70 .044
EBT
2 3200
1360
.425
1850
.578*
EBR
1 1600-
40 .025
80 .050
WBL
1 1600
60 .038
140
.088*
WBT
2 3200
2010
.644*
1520
.500
WBR
0 0
50 80
TOTAL CAPACITY UTILIZATION
PA 31
.970 0.997
60. Spyglass H. & San Joaquin H.
General Plan
Without 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*
280
.175*
EBT
2 3200
660
.206
950
.297
EBR
1 1600
20 .013
60 .038
WBL
1 160G
10 .006
10 .006
WBT
2 3200
1180
.369*
670
.209*
WBR
d
1600
70 .044
90 .056
Right
Turn Adjustment
SBR
.131*
SBR
.075*
TOTAL CAPACITY UTILIZATION .613 .509
61. Poppy & Coast Hw.
General
Plan
Without
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 1600
10 .056*
10 .094
SBR
0 0
10 10
EBL
1 1600
10 .006*
30 .019
EBT
2 3200
1480
.466
1920
.606*
EBR
0 0
10 20
WBL
1 1600
20 .013
30 .019*
WBT
2 3200
1990
.634*
1660
.531
WBR
0 0
40 40
TOTAL CAPACITY UTILIZATION
AA 3�
.702 .756
62. Newport Coast & SR-73 NB
General
Plan
Without
Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
0 0
0 0
NBT
2 3200
1500
.469*
970
.303*
NBR
f
490
330
SBL
0 0
0 0
SBT
2 3200
600
.188
870
.272
SBR
0 0
0 0
EBL
0 0
0 0
EBR
0 0
0 0
WBL
1.5 430
270
WBT
0 3200
0 .166*
0 .088*
WBR
0.5 100
10 TOTAL CAPACITY UTILIZATION
64. Newport Coast & San Joaquin
.635 .391
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C.
VOL
V/C
NBL
2 3200
110
.034
110
.034*
NBT
3 4800
1630
.340*
990
.206
NBR
0 0
0 0
SBT
3 4800
1020
.213
1130
.235*
SBR
1 1600
270
.169
460
.288
EBL
1 1600
450
.281*
250
.156*
EBR
20 3200
170
.053
180
.056
WBT
0 0
0 0
WBR
0 0
0 0
Right
Turn Adjustment
SBR
.053*
Note:
Assumes
Right -Turn
Overlap
for EBR
TOTAL CAPACITY UTILIZATION
,AA 34
621 .478
65. Newport Coast & Coast Hw.
General Plan
Without 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
390
.122*
1120
.350*
SBT
1 1600
10 .006
10 .006
SBR
f
240
350
EBL
1 1600
390
.244*
200
.125*
EBT
3 4800
1030
.215
1650
.344
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
AA 3S.
.701 .733
THIS PAGE INTENTIONALLY LEFT BLANK
,4A
APPENDIX BB
GENERAL PLAN BUILDOUT WITHOUT PROJECT SCENARIO
INTERSECTION CAPACITY UTILIZATION (ICU) WORKSHEETS
(WITH IMPROVEMENTS)
4. Newport & Hospital
General
Plan Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
150
.047
250
.078*
NBT
3 4800
2140
.446*
1200
.250
NBR
1 1600
10 .006
80 .050
SBL
1 1600
50 .031*
20 .013
SBT
.3
4800
1410
.294
2050
.427*
SBR
d
1600
230
.144
190
.119
EBL
2 3200
140
.044
150
.047
EBT
1 1600
360
.225*
280
.175*
EBR
1 1600
100
.063
20 .013
WBL
1 1600
70 .044*
250
.156*
WBT
2 3200
290
.103
270
.113
WBR
0 0
40 90
TOTAL CAPACITY UTILIZATION
.746 .836
7. Riverside & Coast Hw. L b S E
General Plan
Without Project wl
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 {.006}*
20 NBT
1 1600
0 .006
10 .019*
NBR
d
1600
0 .000
10 .006
SBL
0.5 110
110
{.069}*
SBT
0.5 1600
10 .075*
10 .075
SBR
1 1600
350
.219
400
.250
EBL
1 1600
200
.125
350
.219*
EBT
3 4800
2780
.581*
2180
.456
EBR
0 0
10 10
WBL
1 1600
10 .006*
10 .006
WBT
3 4800
1670
.356
2930
.621*
WBR
0 0
40 50
Right
Turn Adjustment
SBR
.019*
Note:
Assumes
Right -Turn
Overlap for SBR
TOTAL CAPACITY UTILIZATION
687 .928
L p�
7. Riverside & Coast Hw.
General Plan Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
0 0
10 (.006)*
20 NBT
1 1600
0 .006
10 .019*
NBR
d
1600
0 .000
10 .006
SBL
0.5 110
110
{.069}*
SBT
0.5 1600
10 .075*
10 .075
SBR
1 1600
350
.219
400
.250
EBL
2 3200
200
.063
350
.109*
EBT
3 4800
2780
.581*
2180
.456
EBR
0 0
10 10
WBL
1 1600
10 .006*
10 .006
WBT
3 4800
1670
.356
2930
.621*
WBR
0 0
40 50
Right
Turn Adjustment
SBR
.081*
SBR
.065*
Note:
Assumes
Right -Turn
Overlap for SBR
TOTAL CAPACITY UTILIZATION .749
8. Tustin & Coast Hw. L-0s D
General
Plan
Without
Project w/
Imp
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 70
SBT
1 1600
0 .031*
0 .056*
SBR
0 0
20 20
EBL
1 1600
70 .044
100
.063*
EBT
3 4800
2810
.588*
2230
.467
EBR
0 0
10 10
WBL
0 0
0 0
WBT
3 4800
1790
.373
3050
.635*
WBR
1 1600
60 .038
150
.094
TOTAL CAPACITY UTILIZATION
8e55
.619 .754
9. MacArthur & Campus
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
110
.069
290
.181*
NBT
4 6400
1460
.228*
1510
.236
NBR
1 1600
110
.069
80 .050
SBL
1 1600
260
.163*
160
.100
SBT
3.5 8000
1120
.203
1330
.277*
SBR
1.5 500
910
.284
EBL
2 3200
770
.241*
510
.159*
EBT
3 4800
1010
.210
650
.135
EBR
d
1600
200
.125
130
.081
WBL
2 3200
50 .016
160
.050
WBT
3 4800
620
.129*
1460
.304*
WBR
f
70 190
Right
Turn Adjustment
SBR
.007*
TOTAL CAPACITY UTILIZATION .761 .928
L05D
9. MacArthur & Campus
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
110
.034
290
.091*
NBT
4 6400
1460
.228*
1510
.236
NBR
1 1600
110
.069
80 .050
SBL
1 1600
260
.163*
160
.100
SBT
3.5 8000
1120
.203
1330
.277*
SBR
1.5 500
910
.284
EBL
2 3200
770
.241*
510
.159*.
EBT
3 4800
1010
.210
650
.135
EBR
d
1600
200
.125
130
.081
WBL
2 3200
50 .016
160
.050
WBT
3 4800
620
.129*
1460
.304*
WBR
f
70 190
Right
Turn Adjustment
SBR
.007*
TOTAL CAPACITY UTILIZATION
761 .838
11. Von Karman & Campus
A,t t1
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
10 .006*
NBT
2 3200
830
.272*
590
.200
NBR
0 0
40 50
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
620
.225
1050
.419*
SBR
0 0
100
290
EBL
2 3200
370
.116*
240'
.075*
EBT
2 3200
690
.231
920
.306
EBR
0 0
50 60
WBL
1 1600
70 .044
40 .025
WBT
2 3200
450
.181*
1010
.359*
WBR
0 0
130
140
TOTAL CAPACITY UTILIZATION
594 .859
11. Von Karman & Campus L b S D Alt 2
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
10 .006*
NBT
2 3200
830
.272*
590
.200
NBR
0 0
40 50
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
620
.225
1050
.419*
SBR
0 0
100
290
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
690
.231
920
.306
EBR
0 0
50 60
WBL
1 1600
70 .044
40 .025
WBT
3 4800
450
.121*
1010
.240*
WBR
0 0
130
140
TOTAL CAPACITY UTILIZATION
.649 .815
11. Von Karman & Campus
General
Plan Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
10 .006*
NBT
2 3200
830
.259*
590
.184
NBR
f
40 50
SBL
1 1600
40 .025*
160
.100
SBT
2 3200
620
.194
1050
.328*
SBR
1 1600
100
.063
290
.181
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
690
.216
920
.288
EBR
1 1600
50 .031
60 .038
WBL
1 1600
70 .044
40 .025
WBT
2 3200
450
.181*
1010
.359*
WBR
0 0
130
140
TOTAL CAPACITY UTILIZATION
.696 .843
11. Von Karman & Campus 6-S-
General.
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
10 .006*
NBT
2 3200
830
.259*
590
.184
NBR
f
40 50
SBL
1 1600
40 .025*
160
.106
SBT
3 4800
620
.150
1050
.279*
SBR
0 0
100
290
EBL
1 1600
370
.231*
240
.150*
EBT
2 3200
690
.216
920
.288
EBR
1 1600
50 .031
60 .038
WBL
1 1600
70 .044
.40
.025
WBT
2 3200
450
.181*
1010.
.359*
WBR
0 0
130
140
TOTAL CAPACITY UTILIZATION
iM
.696 .794
13. Jamboree & Campus
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
90 .028
150
.047*
NBT
4 6400
1930
.302*
1930
.302
NBR
1 1600
290
.181
730
.456
SBL
2 3200
640
.200*
480
.150
SBT
4 6400
1800
.338
2570
.444*
SBR
0 0
360
270
EBL
2 3200
180
.056
680
.213*
EBT
2 3200
290
.100*
830
.269
EBR
0 0
30 30
WBL
2 3200
870
.272*
340
.106
WBT
2 3200
860
.269
660
.206*
WBR
1 1600
130
.081
530
.331
Right
Turn Adjustment
NBR
..009*
Note:
Assumes
Right -Turn
Overlap
for WBR
NBR
TOTAL CAPACITY UTILIZATION .874 .919
� 8 l2-
L, 0.5-. I
13. Jamboree & Campus
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
90 .028
150
.047*
NBT
4 6400
1930
.302*.
1930
.302
NBR
1 1600
290
.181
730
.456
SBL
2 3200
640
.200*
480
.150
SBT
4 6400
1800
.338
2570
.444*
SBR
0 0
360
270
EBL
2 3200
180
.056
680
.213
EBT
2 3200
290
.100*
830
.269*
EBR
0 0
30 30
WBL
2 3200
870
.272*
340
.106*
WBT
3 4800
860
.179
660
.138
WBR
1 1600
130
.081
530
.331
Right
Turn Adjustment
Multi
.028*
Note:
Assumes
Right -Turn
Overlap
for WBR
NBR
TOTAL CAPACITY UTILIZATION .874 .894
r �
I
14. Jamboree & Birch I L, D 51D
General Plan
Without Project
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
450
.281*
150
.094
NBT
3 4800
1940.
.421
1890
.400*
NBR
0 0
80 30
SBL
1 1600
10 .006
90 .056*
SBT
4 6400
2040
.319*
2010
.314
SBR
f
930
380
EBL
1.5 210
710
EBT
0.5 3200
90 .094*
20 .228*
EBR
f
10 470
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
i=
.894 .778
14. Jamboree & Birch
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
450
.141*
150
.047*
NBT
3 4800
1940
.421
1890
.400
NBR
0 0
80 30
SBL
1 1600
10 .006
90 .056
SBT
3 4800
2040
.425*
2010
.419*
SBR
f
930
380
EBL
1.5 210
710
EBT
0.5 3200
90 .094*
20 .228*
EBR
f
10 470
70 60
WBT
1 1600
.2GO*
80 .094*
WBR
0 0
170
10 Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
REM
e-�6 I I C,,
15. Campus & Bristol (N) t' v S
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
530
.166
600
.188*
NBT
3 4800
3190
.665*
1690
.352
NBR
0 0
0 0
SBT
4 6400
470
.073
1840
.288*
SBR
2 3200
400
.125
1280
.400
EBT
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
300
.094
550
.172
WBT
5 8000
1780
.256*
2930
.381*
WBR
0 0
270
120
Right
Turn Adjustment
SBR
.112*
TOTAL CAPACITY UTILIZATION
gg 15
.921 .969
�-d s 'P> A l-
15. Campus & Bristol (N)
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
530
.166
600
.188*
NBT
4 6400
3190
.498*
1690
.264
NBR
0 0
0 0
SBT
4 6400
470
.073
1840
.288*
SBR
f
400
1280
EBT
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
300
.094
550
.172
WBT
5 8000
1780
.256*
2930
.381*
WBR
0 0
270
120
TOTAL CAPACITY UTILIZATION
bb /�
754 .857
15. Campus & Bristol (N) L'c> s P Al i
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
530
.166
600
.188*
NBT
4 6400
3190
.498*
1690
.264
NBR
0 0
0 0
SBL
0 0
0 0
SBT
4 6400
470
.073
1840
.288*
SBR
3 4800
400
.083
1280
.267
EBL
0 0
0 0
EBR
0 0
0 0
WBL
2 3200
300
.094
550
.172
WBT
5 8000
1780
.256*
2930
.381*
WBR
0 0
270
120
TOTAL CAPACITY UTILIZATION
754 .857
Lo5PAI
16. Birch & Bristol (N)
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
110
.034
180
.056*
NBT
3 4800
1380
.288*
470
.098
NBR
0 0
0 0
SBT
11.5 6400
190
.067
840
.372*
SBR
2.5 240
1540
EBT
0 0
0 0
EBR
0 0
0 0
WBL
1.5 460
.288
550
WBT
3.5 8000
1700
.354*
1730
.308*
WBR
0 820
.513
180
Right
Turn Adjustment
WBR
.159*
TOTAL CAPACITY UTILIZATION
86 /9
.801 .736
16. Birch & Bristol (N)
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
110
.034
180
.056*
NBT
2 3200
1380
.431*
470
.147
NBR
0 0
0 0
SBL
0 0
0 0
-SBT
1.5 640G
190
.067
840
.372*
SBR
2.5 240
1540
EBL
0 0
0 0
EBT
0 0
0 0
EBR
0 0
0 0
WBL
1 1600
460
.288
550
.344
WBT
2.5 6400
1700
.394*
1730
.360*
WBR
1.5 820
180
.113
TOTAL CAPACITY UTILIZATION
be /9
.825 .788
17. Campus/Irvine & Bristol (S) L 6 S p
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBT
5 8000
2370
.362*
1770
.267*
NBR
0 0
530
370
SBL
1 1600
100
.063*
310
.194*
SBT
3 4800
680
.142
2080
.433
SBR
0 0
0 0
EBL
2 3200
1350
.422*
540
.169
EBT
2.5 6400
1730
.373
1300
.300*
EBR
1.5 660
620
WBL
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
.847 .761
FLv~AE�A I MP'
19. Irvine & Mesa
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
90 .056
50 .031*
NBT
3 4800
2050
.427*
910
.190
NBR
d
1600
620
.388
160
.100
SBL
1 1600
10 .006*
10 .006
SBT
3 4800
1030
.215
2240
.467*
SBR
d
1600
60 .038
210
.131
EBL
1 1600
340
.213
90 .056*
EBT
1 1600
340
.213*
80 .050
EBR
1 1600
50 .031
210
.131
WBL
2 3200
160
.050*
450
.14.1
WBT
1 1600
60 .044
600
.381*
WBR
0 0
10 10
TOTAL CAPACITY UTILIZATION
9091
.696 .935
L O&D A It
19. Irvine & Mesa
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
90 .056
50 .031*
NBT
3 4800
2050
.427*
910
.190
NBR
d
1600
620
.388
160
.100
SBL
1 1600
10 .006*
10 .006
SBT
3 4800
1030
.215
2240
.467*
SBR
d
1600
60 .038
210
.131
EBL
1 1600
340
.213
90 .056
EBT
1 1600
340
.213*
80 050*
EBR
1 1600
50 .031
210
.131
WBL
1 1600
160
.100*
450
.281*
WBT
2 3200
60 .022
600
.191
WBR
0 0
10 10
Right
Turn Adjustment
EBR
.050*
Note:
Assumes
Right -Turn
Overlap
for EBR
TOTAL CAPACITY UTILIZATION .746 .879
Lo5PPrjt 2-
19. Irvine & Mesa
General
Plan Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
90 .056
50 .031*
NBT
3 4800
2050
.427*
910
.190
NBR
d
1600
620
.388
160
.100
SBL
1 1600
10 .006*
10 .006
SBT
3 4800
'1030
.215
2240
.467*
SBR
d
1600
60 .038
210
.131
EBL
1 1600
340
.213
90 .056
EBT
1 1600
340
.244*
80 .181*
EBR
0 0
50 210
WBL
2 3200
160
.050*
582
.182*
WBT
1 1600
60 .044
459
.293
WBR
0 0
10 10
TOTAL CAPACITY UTILIZATION
727 .861
20. Irvine & University L 0 5 D
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
U/C
VOL
U/C
NBL
1 1600
240
.150
180
.113*
NBT
3 4800
2430
.519*
1070
.229
NBR
0 0
60 30
SBL
1 1600
90 .056*
40 .025
SBT
3 4800
1010
.210
2640
.550*
SBR
1 1600
120
.075
440
.275
EBL
1.5 530
150
EBT
0.5 3200
110
.200*
30 .056*
EBR
1 1600
210
.131
180
.113
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
.057*
Note:
Assumes
E/W Split
Phasing
TOTAL CAPACITY UTILIZATION
13 6 Z 4
.794 . .826
27. Dover & Coast Hw.
Los D
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
1 1600
20 .013
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
60 .038
SBR
1 1600
80 .050
110
.069
EBL
2 3200
190
.059
140
.044*
EBT
3 4800
2440
.510*
2040
.429
EBR
0 0
10 20
WBL
1 1600
40 .025*
60 .038
WBT
4 6400
1750
.273
2980
.466*
WBR
f
690
1150
Note:
Assumes
N/S Split
Phasing
TOTAL CAPACITY UTILIZATION
J O a5
798 .776
29. MacArthur & Jamboree
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066
240
.075*
NBT
3 4800
1920
.400*
830
.173
NBR
1 1600
600
.375
550
.344
SBL
2 3200
130
.041*
260
.081
SBT
3 4800
500
.104
1600
.333*
SBR
f
120
540
EBL
2 3200
690
.216
220
.069
EBT
3 4800
1770
.369*
1380
.288*
EBR
f
130
50 WBL
3 4800
360
.075*
910
.190*
WBT
3 4800
1030
.215
1540
321
WBR
f
170
160
Note:
Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
IMA
rX
29. MacArthur & Jamboree �40
General
Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066
240
.075*
NBT
3 4800
1920
.400*
830
.173
NBR
1 1600
600
.375
550
.344
SBL
2 3200
130
.041*
260
.081
SBT
3 4800
500
.104
1600
.333*
SBR
f
120
540
EBL
2 3200
690
.216*
220
.069
EBT
4 6400
1770
.277
1380
.216*
EBR
f
130
50 WBL
3 4800
360
.075
910
.190*
WBT
3 4800
1030
.215*
1540
.321
WBR
f
170
160
Note: Assumes
Right -Turn
Overlap
for NBR
TOTAL CAPACITY UTILIZATION
.872 814
29. MacArthur & Jamboree Lo S D A it
General Plan
Without Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
210
.066*
240
.075*
NBT
0 0
0 0
NBR
0 0
0 0
SBL
2 3200
130
.041
260
.081
SBT
3 4800
500
.104*
1600
.333*
SBR
1 1600
120
.075
540
.338
EBL
0 0
0 0
EBT
0 0
0 0
EBR
1 1600
130
.081
50 .031
WBL
2 3200
360
.113
910
.284
WBT
3 4800
1030
.215*'
1540
.321*
WBR
1 1600
170
.106
160
.100
Right
Turn Adjustment
SBR
.005*
TOTAL CAPACITY UTILIZATION .385 .734
i
29. MacArthur & Jamboree
General Plan
Without Project w/
Imp
All PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBT
3 4800
1920
.400*
830
.173*
NBR
1 1600
600
.375
550
.344
SBT
0 0
0 0
SBR
0 0
0 0
EBL
2 3200
690
.216
220
.069
EBT
3 4800
1770
.369*
1380
.288*
EBR
0 0
0 0
WBT
0 0
0 0
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.171*
TOTAL CAPACITY UTILIZATION
QM
.769 .632
L 6 5 E
32. Jamboree & Bristol (S)
General
Plan
Without
Project w/
Imp
All PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBT
6 9600
2110
.226*
2320
.253*
NBR
0 0
60 110
SBT
4 6400
650
.102
1480
.231
SBR
0 0
0 0
EBL
1.5 2190
.684*
1080
{.546)*
EBT
1.5 4800
560
.350
1540
.546
EBR
2 3200
1010
.316
1000
.313
WBL
0 0
0 0
WBT
0 0
0 0.
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
�=
910 .799
L 6 Sa 17
32. Jamboree & Bristol (S)
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBT
5 8000
2110
.271*
2320
.304
NBR
0 0
60 110
SBL
0 0
0 0
SBT
3 4800
650
.135
1480
.308*
SBR
0 0
0 0
EBL
2.5 2190
.456*
1080
.338
EBT
1.5 6400
560
.350
1540
.481*
EBR
2 3200
1010
.316
1000
.313
WBL
0 0
0 0
WBR
0 0
0 0
TOTAL CAPACITY UTILIZATION
08 3)
.727 .789
49. MacArthur & Ford/Bonita Cyn
General
Plan
Without
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
2070
.323
2420
.378*
NBR
1 1600
130
.081
540
.338
SBL
3 4800
390
.081
1060
.221*
SBT
4 6400
2950
.461*
2440
.381
SBR
f
10 60
EBL
2 3200
30 .009*
10 .003
EBT
2 3200
370
.116
650
.203*
EBR
1 1600
90 .056
110
.069
WBL
2 3200
400
.125
270
.084*
WBT
2 3200
890
.278*
370
.116
WBR
f
1700
750
TOTAL CAPACITY UTILIZATION .792 .886
3f3 5 Z
L- A 5 ]E�. - I t- 1
50. MacArthur & San Joaquin H.
General
Plan
Without
Project w/
Imp
All PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
70 .022*
20 .006
NBT
4 6400
1540
.242
1800
.284*
NBR
0 0
10 20
SBL
3 4800
600
.125
940
.196*
SBT
3 4800
1780
.371*
1870
.390
SBR
f
1070
430
EBL
2 3200
190
.059*
1040
.325*
EBT
3 4800
310
.073
620
.150
EBR
0 0
40 100
WBL
1 1600
20 .013
20 .013
WBT
2 3200
680
.213*
370
.116*
WBR
f
1010
540
TOTAL CAPACITY UTILIZATION
it r
.665 .921
50. MacArthur & San Joaquin H.
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
70 .022
20 .006
NBT
4 6400
1540
.242*
1800
.284*
NBR
0 0
10 20
SBL
2 3200
600
.188*
940
.294*
SBT
3 4800
1780
.371
1870
.390
SBR
f
1070
430.
EBL
3 4800
190
.040*
1040
.217*
EBT
3 4800
310
.073
620
.150
EBR
0 0
40 100
WBL
1 1600
20 .013
20 .013
WBT
2 3200
680
.213*
370
.116*
WBR
f
1010
540
TOTAL CAPACITY UTILIZATION
313 3 q-
.683 .911
50. MacArthur & San Joaquin H.
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
2 3200
70 .022
20 .006
NBT
3 4800
1540
.321*
1800
.375*
NBR
1 1600
10 .006
20 .013
SBL
3 4800
600
.125*
940
.196*
SBT
3 4800
1780
.371
1870
.390
SBR
f
1070
430
EBL
3 4800
190
.040*
1040
.217*
EBT
3 4800
310
.073
620
.150
EBR
0 0
40 100
WBL
1 1600
20 .013'
20 .013
WBT
2 3200
680
.213*
370
.116*
WBR
f
1010
540
TOTAL CAPACITY UTILIZATION
699 .904
53. SR-73 NB Ramps & Bonita Cyn
General Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY
VOL
V/C
VOL
V/C
NBL
2 3200
390
.122*
20 .006*
NBT
0 0
0 0
NBR
1 1600
620
.388
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
800
.250*
1220
.381*
EBR
1 1600
10 .006
10 .006
WBL
2 3200
710
.222*
390
.122*
WBT
2 3200
-1270
.397
1190
.372
WBR
0 0
0 0
Right
Turn Adjustment
NBR
.266*
NBR
.119*
TOTAL CAPACITY.UTILIZATION
57. Goldenrod & Coast Hw. L D S
General Plan
Without 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 .C76*
0 .039*
SBR
C
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
j3 (3 3 +-
L 05
59. Marguerite & Coast Hw.
General
Plan
Without
Project w/
Imp
AM PK
HOUR
PM PK
HOUR
LANES
CAPACITY VOL
V/C
VOL
V/C
NBL
1 1600
70 .044
90 .056
NBT
1 1600
180
.163*
200
.156*
NBR
0 0
80 50
SBL
1 1600
190
.119*
280
.175*
SBT
1 1600
70 .069
120
.094
SBR
0 0
40 30
EBL
1 1600
70 .044*
70 .044
EBT
3 4800
1360
.292
1850
.402*
EBR
0 0
40 80
WBL
1 1600
60 .038
140
.088*
WBT
3 4800
2010
.429*
1520
.333
WBR
0 0
50 80
TOTAL CAPACITY UTILIZATION
,
G '
.755 .821
APPENDIX CC
GENERAL PLAN BUILDOUT WITHOUT PROJECT
FREEWAY MAINLINE ANALYSIS
HCS2000: Basic Freeway Segments Release 4.1c
'hone: Fax:
mail:
Operational Analysis
4nalyst: Archie Lee Tan
4gency or Company: Urban Crossroads
Date Performed: 12/20/2005
4nalysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
4nalysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Inputs and Adjustm
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, 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 M
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.
Cc, b
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 No 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, fill) 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. cc µ
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 No 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
10718
veh/h
0.92 2912
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 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, 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 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.
Ct5
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 No 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. cC'
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: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan NP 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_
10718 veh/h
0.92 2912 v
5 %
0 %
Rolling
0.00 %
b.00 mi
2.5 2.0
V 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.
CC,'1
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analys
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 NP w/ Add'I Imps
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
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 Measun
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. :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/Southbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan No 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.
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: PM
Freeway/Direction: SR-73/Southbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
4nalysis Year: General Plan No 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, fH
Driver population factor, fp
Flow rate, vp
_Flow Inputs and Adjustments.
9137 veh/h
0.92 2483 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
V 0.930
1.00 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. cc, 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/Southbound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan No Project w/ Imp
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
1010 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 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.
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: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan No 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
Driver population 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, 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 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/ln
Level of service, LOS F
Overall results are not computed when free -flow speed is less than 55 mph.
CG 1 .-
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: S R-73/South bound
From/To: 405 Fw. to Bear St.
Jurisdiction:
Analysis Year: General Plan NP w/ Add'I Imps
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 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, 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 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.
Ce- l3
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 NP w/ Add9 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 Measu
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. (V-, I 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/N orth bound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Inputs and Adjustments
Volume, V
12544 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
3409 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
4886 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 4886 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.
Ge- 15
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 No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6607 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1795 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
2573 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 2573 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/Northbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan No 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_
12544 veh/h
0.92 3409 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 2931 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 2931 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 4.1 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: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan No 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
6607 veh/h
0.92 1795 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 1544 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 1544 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 23.8 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
CIR
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 NP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments.
Volume, V
12544 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
3409 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
2443 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 2443 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S mi/ti
Number of lanes, N 6
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: PM
Freeway/Direction: SR-73/Northbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan NP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6607 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1795 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
1287 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 1287 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 19.8 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
CC 20
HCS2000: Basic Freeway Segments Release 4.1 c
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/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
4046 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1099 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
1576 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 1576 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 24.3 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. cc;zt
HCS2000: Basic Freeway Segments Release 4.1c
'hone: Fax:
-mail:
Operational
knalyst: Archie Lee Tan
%gency or Company: Urban Crossroads
Date Performed: 12/20/2005
knalysis Time Period: PM
=reeway/Direction: SR-73/Southbound
=rom/To: Bear St. to 55 Fw.
Jurisdiction:
4nalysis Year: General Plan No Project
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
Inputs and Adjustments
10694
veh/h
0.92 2906
v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
0.930
1.00 4165
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 4165 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.
C'e, AI
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: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan No 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
4046 veh/h
0.92 1099 v
5 %
0 %
Rolling
0.00 %
0.00 m i
2.5 2.0
V 0.930
1.00 946 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 946 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. cc 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: PM
Freeway/Direction: SR-73/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan No 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.
10694 veh/h
0.92 2906 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 2499 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 2499 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. cc a4,
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: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan NP 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_
4046 veh/h
0.92 1099 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
V 0.930
1.00 788 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 788 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 12.1 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
CG 0 5�
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: PM
Freeway/Direction: SR-73/Southbound
From/To: Bear St. to 55 Fw.
Jurisdiction:
Analysis Year: General Plan NP w/ Add9 Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 10694 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 2906 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 2083 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 2083 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 59.9 mi/h
Number of lanes, N 6
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.
CG..%
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 No 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
10718 veh/h
0.92 2912 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 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, f I D 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.
CC' .27
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 No Project
Description: Newport Beach General Plan Update
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.
C��g
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 No 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, 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 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.
Ole, .2 1
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 No 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.
CC 3 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/Northbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan NP w/ Add'I Imps
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 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. 6c '_� I
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Ana
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: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan NP w/ Add'I Imps
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
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, 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 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.
C'C 3 d.
HCS2000: Basic Freeway Segments Release 4.1 c
'hone: Fax:
mail:
Operational An
\nalyst: Archie Lee Tan
\gency or Company: Urban Crossroads
)ate Performed: 12/20/2005
\nalysis Time Period: AM
=reeway/Direction: SR-73/Southbound
=rom/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
analysis Year: General Plan No Project
description: Newport Beach General Plan Update
Flow Inputs and Adjustments
✓olume, V
3457 veh/h
peak -hour factor, PHF
0.92 'eak 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 -ieavy 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 Measu
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.
Cc A3
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 No 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
9137 veh/h
0.92 2483 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 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 Ianes,.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.
CC 3 µ
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 No Project w/ Imp
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 808 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 Measure
Flow rate, vp 808 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 12.4 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: PM
Freeway/Direction: SR-73/Southbound
From/To: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan No 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
Driver population factor, fp
1.00 Flow rate, vp
2135 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 2135 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 58.7 mi/h
Number of lanes, N 5
Density, D 36.4 pc/mi/In
Level of service, LOS E
Overall results are not computed when free -flow speed is less than 55 mph. (ei 3 4
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: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan NP 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, 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 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.
CA 37
HCS2000: Basic Freeway Segments Release 4.1 c
Phone: Fax:
E-mail:
Operational Analys
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: 55 Fw. to Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan NP 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.
HCS2000: Basic Freeway Segments Release 4.1 c
phone: Fax:
-mail:
Operational Analysis.
analyst: Archie Lee Tan
agency or Company: Urban Crossroads
Date Performed: 12/20/2005
analysis Time Period: AM
=reeway/Direction: SR-73/Northbound
=rom/To: Jamboree to Bonita Canyon
Jurisdiction:
analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
✓olume, V
3eak-hour factor, PHF
3eak 15-min volume, v15
Trucks and buses
Recreational vehicles
Terrain type:
Grade
Segment length
Trucks and buses PCE, ET
Recreational vehicle PCE, ER
-leavy vehicle adjustment, fHV
Driver population factor, fp
=low rate, vp
Flow Inputs and Adjustments
7701 veh/h
0.92 2093 v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 2999 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 3
Free -flow speed: Measured
FFS or BFFS 65.0
mi/h
Lane width adjustment, fLW 0.0
mi/h
_ateral clearance adjustment, f-C 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 2999 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.
Gc 3 q
HCS2000: Basic Freeway Segments Release 4.1c
'hone: 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: Jamboree to Bonita Canyon
Jurisdiction:
4nalysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
4057 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1102 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
1580 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 1580 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 24.3 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. (C *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/Northbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan No Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
7701 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2093 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
1800 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 5
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 0.0
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 1800 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 63.9 mi/h
Number of lanes, N . 5
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.
C /ql
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 No 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_
4057 veh/h
0.92 1102 v
5 %
0 %Rolling
0.00 %
0.00 mi
2.5 2.0
V 0.930
1.00 948 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 948 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.
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: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments_
Volume, V 2484 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 675 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 967 . 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 Measun
Flow rate, vp 967 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 14.9 pc/mi/In
Level of service, LOS B
Overall results are not computed when free -flow speed is less than 55 mph.
AO W 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/Southbound
From/To: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
6565 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1784 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
2557 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 2557 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.
Ce q It,
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 No Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
2484 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
675 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
580 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 580 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 8.9 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 4.1 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: Jamboree to Bonita Canyon
Jurisdiction:
Analysis Year: General Plan No Project w/ Imp
Description: Newport Beach General Plan Update
Inputs and Adjustments
Volume, V 6565 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 1784 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 1534 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 1534 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 23.6 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
CG 4
HCS2000: Basic Freeway Segments Release 4.1c
phone: Fax:
-mail:
Operational Analysis
analyst: Archie Lee Tan
agency or Company: Urban Crossroads
Date Performed: 12/20/2005
4nalysis Time Period: AM
reeway/Direction: SR-73/Northbound
rom/To: Bonita Canyon to Newport Coast
Jurisdiction:
4nalysis Year: General Plan No Project
Description: Newport Beach General Plan Update
ow Inputs and Adjustments
Volume, V
10797 veh/h
'eak-hour factor, PHF
0.92 3eak 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, 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 Measu
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. cc qI
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 No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustm
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, 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 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.
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: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan No 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
OS 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.
CG q 9
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: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan No Project w/ Imp
Description: Newport Beach General Plan Update
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, 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 1108 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 65.0 Win
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. 621,50
HCS2000: Basic Freeway Segments Release 4.1 c
'hone: Fax:
-mail:
Operational Analysis,
4nalyst: Archie Lee Tan
4gency or Company: Urban Crossroads
Sate Performed: 12/20/2005
analysis Time Period: AM
=reeway/Direction: SR-73/Northbound
=rom/To: Bonita Canyon to Newport Coast
Jurisdiction:
4nalysis Year: General Plan NP w/ Add'i Imps
3escription: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10797 veh/h
3eak-hour factor, PHF
0.92 3eak 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, 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 17
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.
CCIS l
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: PM
=reeway/Direction: SR-73/Northbound
=rom/To: Bonita Canyon to Newport Coast
Jurisdiction:
4nalysis Year: General Plan NP w/ Add'I Imps
Description: Newport Beach General Plan Update
Volume, V
'eak-hour factor, PHF
3eak 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.
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 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. cc 5A
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 No 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 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
LOS and Performance Measures
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. do 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/Southbound
From/To: Bonita Canyon to Newport Coast
Jurisdiction:
Analysis Year: General Plan No 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
9205
veh/h
0.92 2501
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 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. �sw
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 No 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, 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 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. ass'
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 No 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
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. dc 5(
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/Northbound
=rom/To: Newport Coast to Toll Plaza
Jurisdiction:
4nalysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10083 veh/h
'eak-hour factor, PHF
0.92 Peak 15-min volume, v15
2740 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
3927 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
and Performance Measures
Flow rate, vp 3927 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. cC 5 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 No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
5311 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
1443 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
2069 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 Measu
Flow rate, vp 2069 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 60.2 mi/h
Number of lanes, N 3
Density, D 34.4 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph.
CC Sg
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 No Project w/ Imp
Description: Newport Beach General Plan Update
Inputs and Adjustments
Volume, V
10083 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2740 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
2356 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 2356 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. 6�s9
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 No 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
5311
V
veh/h
0.92 1443
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 1241
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 1241 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Overage passenger -car speed, S 65.0 mi/h
Vumber of lanes, N 5
Density, D 19.1 pc/mi/In
_evel of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph. � �6
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 NP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 5311 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 1443 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 1034 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 1034 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 . 15.9 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: 12120/2005
Analysis Time Period: AM
Freeway/Direction: SR-73/Northbound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan NP w/ Add'I Imps
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V
10083 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2740 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
1964 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 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 Measu
Flow rate, vp 1964 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 62.0 mi/h
Number of lanes, N 6
Density, D 31.7 pc/mi/In
Level of service, LOS D
Overall results are not computed when free -flow speed is less than 55 mph. (;L
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: S R-73/South bound
From/To: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan No 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
ow Inputs and Adjustments,
3252
veh/h
0.92 884
v
5 %
0 %
Rolling
0.00 %
0.00 mi
2.5 2.0
0.930
1.00 1267
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, f-C 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
m i/h
m i/h
m i/h
m i/h
LOS and Performance Measures
Flow rate, vp 1267 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 19.5 pc/mi/In
Level of service, LOS C
Overall results are not computed when free -flow speed is less than 55 mph.
CC (0.3
HCS2000: Basic Freeway Segments Release 4.1 c
'hone: Fax:
-mail:
Operational Analysis
knalyst: Archie Lee Tan
%gency or Company: Urban Crossroads
Date Performed: 12/20/2005
knalysis Time Period: PM
=reeway/Direction: SR-73/Southbound
=rom/To: Newport Coast to Toll Plaza
Jurisdiction:
%nalysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
✓olume, V
8596 veh/h
3eak-hour factor, PHF
0.92 3eak 15-min volume, v15
2336 v
rrucks and buses
5 %
Recreational vehicles
0 %
rerrain 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 =low rate, vp
3348 pc/h/In
Speed Inputs and Adjustments_
-ane width 12.0 ft
Right -shoulder lateral clearance 6.0
ft
nterchange density 0.50
interchange/mi
Vumber of lanes, N 3
=ree-flow speed: Measured
FFS or BFFS 65.0
mi/h
_ane width adjustment, fLW 0.0
mi/h
_ateral clearance adjustment, fLC 0.0
mi/h
interchange density adjustment, fID 0.0
mi/h
Vumber 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 3348 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Overage 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.
W (y
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: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan No Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments
Volume, V 3252 veh/h
Peak -hour factor, PHF 0.92
Peak 15-min volume, v15 884 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 633 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 633 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 9.7 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 4.1 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: Newport Coast to Toll Plaza
Jurisdiction:
Analysis Year: General Plan No Project w/ Imp
Description: Newport Beach General Plan Update
Flow Inputs and Adjustments,
Volume, V
8596 veh/h
Peak -hour factor, PHF
0.92 Peak 15-min volume, v15
2336 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
1674 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 1674 pc/h/In
Free -flow speed, FFS 65.0 mi/h
Average passenger -car speed, S 64.7 mi/h
Number of lanes, N 6
Density, D 25.9 pc/mi/In
Level of service, LOS . C
Overall results are not computed when free -flow speed is less than 55 mph. el C &to
APPENDIX DD
GENERAL PLAN BUILDOUT WITHOUT PROJECT
FREEWAY RAMP ANALYSIS
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: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan No 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 2360 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
Ramp
10718 2360
pD3
Adjacent
vph
Peak -hour factor, PH 0.92 0.92
Peak 15-min volume, v15 2912 641 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 2758 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 = 5924 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
10020
9400
Yes
Fi F
v
5924
4400
Yes
12 v = v - v
7262
9400
No
FO F R
v
2758
2100
Yes
R
Level of Service Determination (if not
Density, D = 4.252 + 0.0086 v - 0.009 L = 55.2 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence F 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 = 67.2 mph
0 Space mean speed for all vehicles, S = 57.6 mph
0 D'
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: Bristol St.
Jurisdiction:
Analysis Year: General Plan No 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 5646 vph
Off Ramp Dz
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 45.0 mph
Volume on ramp 900 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 rarnp
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp
Ramp
5646 900
Q Q_
Adjacent
vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, 05 1534 245 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 1052 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 = 3038 pc/h
12 R F R FD
Capacity Checks,
Actual Maximum
LOS F?
v = v
5608 9400
No
Fi F
v
3038 4400
No
12 v = v - v
4556 9400
No
FO F R
v
1052 2100
No
R
Level of Service Determination (if not F)
Density,
D = 4.252 + 0.0086 v
- 0.009 L = 30.4 pc/mi/In
R 12 D
Level of service for ramp --freeway junction
areas of influence D
Speed Estimation
Intermediate speed variable, D = 0.393
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 = 61.7 mph
p r5 c0
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: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan No 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 2360 vph
Length of first accel/decel lane 310 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 2360 vph
bOI
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2427 641 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 10437 2758 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 = 4212 pc/h
12 R F R FD
Capacity Checks,
Actual
Maximum
LOS F?
v = v
8350
9400
No
Fi F
v
4212
4400
No
12 v = v - v
5592
9400
No
FO F R
v
2758
4100
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 = 0.546
S
Space mean speed in ramp influence area, S = 52 mph
R
Space mean speed in outer lanes, S = 67.1 mph
0 Space mean speed for all vehicles, S = 58.8 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Phone: Fax:
E-mail:
verge 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 No 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 D
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 45.0 mph
Volume on ramp 900 vph
Length of first accel/decel lane 310 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 900 vph
pD9
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1279 245
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 5498 1052
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 = 2065 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
4949
9400
No
Fi F
v
2065
4400
No
12 v = v - v
3897
9400
No
FO F R
v
1052
4100
No
R
Level of Service Determination (if not
Density, D = 4.252 + 0.0086 v - 0.009 L = 16.4 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, D = 0.393
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 = 63.2 mph
D J> 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/Southbound
Junction: Bristol St.
Jurisdiction:
Analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Freeway Da
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 D
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 45.0 mph
Volume on rarnp 1430 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
3457 1430 p D II vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
939
389
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 4039 1671
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 = 2182 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
3636
9400
No
Fi F
v
2182
4400
No
12 v = v - v
1965
9400
No
FO F R
v
1671
4100
No
R
Level of Service Determination (if not F)
Density, I D = 4.252 + 0.0086 v - 0.009 L = -26.0 pc/mi/In .R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, D = 0.448
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 = 60.3 mph
DD i-
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: Bristol St.
Jurisdiction:
Analysis Year: General Plan No 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 9137 vph
Off Rarrip Data
Side of freeway Right
Number of lanes in ramp 2
Free -Flow speed on ramp 45.0 mph
Volume on ramp 660 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
9137 660 Dp ` vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2483
179
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 771
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 = 2791 pc/h
12 R F R FD
Capacity Checks,
Actual Maximum LOS F?
v = v
8541 9400 No
Fi F
v
2791 4400 No
12 v = v - v
7770 9400 No
FO F R
v
771 4100 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 A Speed Estimation
Intermediate speed variable, D = 0.367
S
Space mean speed in ramp influence area, S = 57 mph
R
Space mean speed in outer lanes, S = 64.0 mph
0 Space mean speed for all vehicles, S = 61.4 mph
DD 1 4
HCS2000: Ramps and Ramp Junctions Release 4.1c
'hone: Fax:
-mail:
Merge Analysis
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/12/2005
4nalysis time period: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan No 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 7701 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 460 vph
Length of first accel/decel lane 120 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
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 7701 460 1)D15 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2093 125
(rucks 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
-Leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
low rate, vp 8998 537 pcph
OFA
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.240 Using Equation_ 4
FM
v = v (P ) = 1559 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 7035 9400 No
FO
v 2096 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 20.8 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.349
S
Space mean speed. in ramp influence area, S = 57.0 mph
R
Space mean speed in outer lanes, S = 57.5 mph
0 Space mean speed for all vehicles, S = 57.3 mph
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: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan No 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 4057 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 860 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 Conditions
Freeway Ramp Adjacent
Ramp
4057 860 tvq vph
leak -hour factor, PHF 0.92 0.92
leak 15-min volume, v15 1102 234
-rucks and buses 5 5 %
Recreational vehicles 0 0 %
Ferrain 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. vn 4741 1005 im)h
v
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.181 Using Equation 4
FM
v = v (P ) = 671 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 4703 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 - 0.00627 L = 17.3 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimatio
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 = 61.4 mph
0 Space mean speed for all vehicles, S = 59.8 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Merge Analys
knalyst: Archie Tan
\gency/Co.: Urban Crossroads
)ate performed: 12/12/2005
Nnalysis time period: AM
=reeway/dir or travel: SR-73/Southbound
Junction: Jamboree Rd.
Jurisdiction:
4nalysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Freeway D
Type of analysis Merge
dumber of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 3457 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 620 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
3457 620 pp 11 vph
eak-hour factor, PHF 0.92 0.92
eak 15-min volume, v15 939 168
rucks and buses 5 5 %
ecreational vehicles 0 0 %
errain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
rucks and buses PCE, ET 2.5 2.5
:ecreational 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. vr) 4039 724 pcph
v
Estimation of V12 Merge Area
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.601 Using Equation 4
FM
v = v (P ) = 1894 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 3875 9400 No
FO
v 2618 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 14.9 pc/mi/In R R 12 . A
-evel of service for ramp -freeway junction areas of influence B Speed Estimation
ntermediate speed variable, M = 0.238
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 = 61.1 mph
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
Freeway/dir or travel: S R-73/South bound
Junction: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan No 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 9137 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 1650 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
9137 1650 bD �.I vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2483 448
(rucks 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
-ieavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
::low rate. VD 10676 1928 pcph
In
Estimation of V12 Merge Area
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.451 Using Equation 4
FM
v = v (P ) = 3685 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 10104 9400 Yes
FO
v 5613 4600 Yes
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 37.7 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, M = 1.253
S
Space mean speed in ramp influence area, S = 36.2 mph
R
Space mean speed in outer lanes, S = 58.7 mph
0 Space mean speed for all vehicles, S = 43.6 mph
bba)_
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: Jamboree Rd.
Jurisdiction:
Analysis Year: General Plan No 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 2881 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 620 vph
Length of first accel/decel lane 1580 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
2881 620 vph
D D 2y
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 783 168 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 3366 724 pcph
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 ) = 1491 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 3350 9400 No
FO
v 2215 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 12.5 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.230
S
Space mean speed in ramp influence area, S = 59.7 mph
R
Space mean speed in outer lanes, S = 64.8 mph
0 Space mean speed for all vehicles, S = 61.3 mph
D D 1*
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 No 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 7614 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 .1650 vph
Length of first accel/decel lane 1580 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) 7614 1650 DD 1S vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2069 448 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 8897 1928 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.417 Using Equation 4
FM
v = v (P ) = 2669 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 8325 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 - 0.00627 L = 30.5 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.581
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
DD1�
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 No 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 7701 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 960 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7701 960 vph
peak -hour factor, PHF
0.92 0.92
peak 15-min volume, v15
2093 261
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
(rucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
heavy vehicle adjustment, fHV
0.930 0.930
giver population factor, fP
1.00 1.00
::low rate, vp 8998 1122
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 = 2702 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
7199
9400
No
Fi F
v
2702
4400
No
12 v = v - v
6077
9400
No
FO F R
v
1122
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 Estimatio
Intermediate speed variable, D = 0.594
S
Space mean speed in ramp influence area, S = 51 mph
R
Space mean speed in outer lanes, S = 66.4 mph
0 Space mean speed for all vehicles, S = 59.8 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
hone: Fax:
-mail:
Diverge Analysi
,nalyst: Archie Tan
,gency/Co.: Urban Crossroads
)ate performed: 12/13/2005
analysis time period: PM
'reeway/dir or travel: SR-73/Northbound
unction: MacArthur BI.
urisdiction:
knalysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Freeway Data
-ype of analysis Diverge
slumber of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
/olume on freeway 4057 vph
Off Ramp Data
aide of freeway Right
lumber of lanes in ramp 2
=ree-Flow speed on ramp 30.0 mph
Jolume on ramp 490 vph
-ength of first accel/decel lane 1480 ft
-ength 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
4057 490 b a,�,9 vph
eak-hour factor, PHF .
0.92 0.92
eak 15-min volume, v15
1102
133
v
rucks and buses
5 5
%
:ecreational vehicles
0 0
%
errain 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
:ecreational 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 4741 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 = 1533 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum.
LOS F?
v = v
4267
9400
No
Fi F
v
1533
4400
No
12 v = v - v
3694
9400
No
FO F R
_
v
573
3800
No
R
Level of Service Determination (if not F
Density, D = 4.252 + 0.0086 v - 0.009 L = -9.2 pc/mi/In.
R 12 D
_evel of service for ramp -freeway junction areas of influence A Speed Estimation,
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 = 69.9 mph
0 Space mean speed for all vehicles, S = 62.4 mph
D C> 30
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 No 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 7701 vph
On Ramp Data.
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 50.0 rriph
Volume on ramp 2520 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
7701 2520 D 1>31 vph
::ak-hour factor, PHF 0.92 0.92
..ak 15-min volume, v15 2093 685
-ucks and buses 5 5 %
ecreational vehicles 0 0 %
rrain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
-ucks and buses PCE, ET 2.5 2.5
ecreational vehicle PCE, ER 2.0 2.0
eavy vehicle adjustment, fHV 0.930 0.930
river population factor, fP 1.00 1.00
low rate. vo 8998 2945 p
cph
Estimation of V12 Merge Areas
v
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = Using Equation 4
FM
v = v (P ) _ pc/h
12 F FM
Capacity Chec
Actual Maximum LOS F?
v 9443 9400 Yes
FO
v 4600 Yes
R12
Level of Service Determination (if not F)
)ensity, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = pc/mi/In R R 12 A
-evel of service for ramp -freeway junction areas of influence Speed Estimation
ntermediate speed variable, M = 0.382
S
Space mean speed in ramp influence area, S = mph
R
Space mean speed in outer lanes, S = 59.2 mph
0 Space mean speed for all vehicles, S = 57.9 mph
DD 3X
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 No 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 4057 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 2200 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
4057 2200 vph
D�33
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1102 598 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 4741 2571 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 6269 9400 No
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 = 0.336
S
Space mean speed in ramp influence area, S = mph
R
Space mean speed in outer lanes, S = 60.6 mph
0 Space mean speed for all vehicles, S = 59.2 mph
DD 0
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: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan No 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 6418 vph
On Ramp D
Side of freeway Right
Number of lanes in ramp 2
Free -flow speed on ramp 50.0 mph
Volume on ramp 2520 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
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp . Adjacent
Ramp
6418 2520 DD 35 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1744 685 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 7499 2945 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 ) = 1144 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 8420 9400 No
FO
v 4089 4600 No
R12
Level of Service Determination (if not
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 31.8 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.486
S
Space mean speed in ramp influence area, S = 53.8 mph
R
Space mean speed in outer lanes, S = 59.0 mph
0 Space mean speed for all vehicles, S = 56.4 mph
A>3P
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 No 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 3381 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 2200 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
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
3381 2200 b p� vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 919 598 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 3951 2571 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 ) = 644 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 5653 9400 No
FO
v 3215 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 25.1 pc/rni/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation.
Intermediate speed variable, M = 0.350
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 = 59.2 rnph
D P R
HCS2000: Ramps and Ramp Junctions Release 4.1c
phone: Fax:
mail:
Diverge Analysis,
Analyst: Archie Tan
Agency/Co.: Urban Crossroads
Date performed: 12113/2005
Analysis time period: AM
Freeway/dir or travel: SR-73/Southbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan No 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 2484 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 2200 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
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 2484 2200 pD 39 vph
'eak-hour factor, PH 0.92 0.92
'eak 15-min volume, v15 675 598 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
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
)river population factor, fP 1.00 1.00
:low rate, vp 2902 2571 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 = 2715 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
2902
9400
No
Fi F
v
2715
4400
No
12 v =v-v
331
9400
No
FO F R
v
2571
2000
Yes
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 15.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence F Speed Estimatio
Intermediate speed variable, D = 0.724
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 = 49.4 mph
DD qo
HCS2000: Ramps and Ramp Junctions Release 4.1c
'hone: Fax:
-mail:
Diverge Analysis
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/13/2005
knalysis time period: PM
=reeway/dir or travel: SR-73/Southbound
lunction: MacArthur BI.
lurisdiction:
knalysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Freeway D
Type of analysis Diverge
lumber of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
✓olume on freeway 6565 vph
Off Ramp Data
aide of freeway Right
Vumber of lanes in ramp 1
=ree-Flow speed on ramp 30.0 mph
Volume on ramp 2240 vph
_ength 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
6565 2240 pp �.� vph
3eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
1784 609
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 7671 2617
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 = 4152 pc/h
12 R F R FD
Actual Maximum
v = v
6137
9400
Fi F
v
4152
4400
12 v = v - v
3520
9400
FO F R
v
2617
2000
R
Capacity Chec
LOS F?
No
No
No
Yes
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 27.9 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, D = 0.729
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 = 53.9 mph
D D 4X
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: AM
Freeway/dir or travel: SR-73/Southbound
Junction: MacArthur BI.
Jurisdiction:
Analysis Year: General Plan No 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 2484 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 2200 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
2484 2200 vph
DD �3
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 675 598 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 2902 . 2571 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 = 2657 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
2902
9400
No
Fi F
v
2657
4400
No
12 v = v - v
331
9400
No
FO F R
v
2571
3800
No
R
Level of Service Determination (if not F
Density, D = 4.252 + 0.0086 v - 0.009 L = 3.0 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, D = 0.724
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
DD Lt�
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 No 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 6565 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 2240 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
Conversion to pc/h Under Base Conditions,
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 6565 2240 D� µs vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1784
609
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 7671 2617
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 3532 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
6137
9400
No
Fi F
v
3532
4400
No
12 v = v - v
3520
9400
No
FO F R
v
2617
3800
No
R
Level of Service Determination (if not
Density, D = 4.252 + 0.0086 v - 0.009 L = 10.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimati
Intermediate speed variable, D = 0.729
S
Space mean speed in ramp influence area, S = 48 mph
R
Space mean speed in outer lanes, S = 70.1 mph
0 Space mean speed for all vehicles, S = 55.6 mph
IN> 0(
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/Northbound
Junction: University Dr.
Jurisdiction:
Analysis Year: General Plan No Project
Description: Newport Beach General Plan Update
Freeway D
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 7701 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 20.0
Volume on ramp 1300
Length of first accel/decel lane 200
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
Rarrip
7701 1300 06 41
vph
3eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2093 353
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
)river population factor, fP 1.00 1.00
::low rate. vo 8998 1519 pcoh
u
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.139 Using Equation 4
FM
v = v (P ) = 906 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 8017 9400 No
FO
v 2425 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 22.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence, C Speed Estimatio
Intermediate speed variable, M = 0.357
S
Space mean speed in ramp influence area, S = 56.8 mph
R
Space mean speed in outer lanes, S = 55.5 rriph
0 Space mean speed for all vehicles, S = 55.9 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Merge Analysis
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/12/2005
knalysis time period: PM
=reeway/dir or travel: SR-73/Northbound
Junction: University Dr.
Jurisdiction:
analysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Type of analysis
Vumber oi: lanes in freeway
: ree-flow speed on freeway
Volume on freeway
Freeway Data
Merge
5 65.0 mph
4057 vph
On Ramp Data
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 20.0 mph
Volume on ramp 1430 vph
Length of first accel/decel lane 200 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) 4057 1430 DD �� vph
peak -hour factor, PHF 0.92 } 0.92
peak 15-min volume, v15 1102 389 v
(rucks 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
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
:.low rate, vp 4741 1671 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.120 Using Equation 4
FM
v = v (P ) = 445 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 5369 9400 No
FO
v 2116 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 20.0- pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimation
Intermediate speed variable, M = 0.345
S
Space mean speed in ramp influence area, S = 57.1 mph
R
Space mean speed in outer lanes, S = 60.9 mph
0 Space mean speed for all vehicles, S = 59.4 mph
ads
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: AM
Freeway/dir or travel: SR-73/Southbound
Junction: University Dr.
Jurisdiction:
Analysis Year: General Plan No 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 2484 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 810 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
2484 810 D p ,,r I vph
leak -hour factor, PHF
0.92 0.92
leak 15-min volume, v15
675
220
v
"rucks and buses
5 5
%
Zecreational vehicles
0 0
%
"errain 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
Zecreational vehicle PCE, ER
2.0 2.0
heavy vehicle adjustment, fHV
0.930
0.930
)river population factor, fP
1.00 1.00
-low rate, vp 2902 946
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 = 1799 pc/h
12 R F R FD
Actual Maximum
v = v
2902
9400
Fi F
v
1799
4400
12 v = v - v
1956
9400
FO F R
v
946
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 = 7.1 pc/mi/In
R 12 D
Level of service for ramp -freeway junction areas of influence A Speed Estimation
Intermediate speed variable, D = 0.513
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 = 58.9 mph
DDS�1-
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
.-mail:
Diverge Analysis,
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/13/2005
knalysis time period: PM
=reeway/dir or travel: SR-73/Southbound
function: University Dr.
lurisdiction:
knalysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Fype of analysis
4umber of lanes in freeway
=ree-flow speed on freeway
/olume on freeway
Freeway Data
Diverge
5 65.0 mph
6565 vph
Off Ramp Data,
aide of freeway Right
Vumber of lanes in ramp 1
=ree-Flow speed on ramp 35.0 mph
✓olume on ramp 840 vph
_ength 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
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 6565 840 D D5� vph
'eak-hour factor, PH
0.92 0.92
'eak 15-min volume, v15
1784
228
v
-rucks and buses
5 5
%
Recreational vehicles
0 0
%
-errain 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
ieavy vehicle adjustment, fHV
0.930
0.930
)river population factor, fP
1.00 1.00
=low rate, vp 7671 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 = 3230 pc/h
12 R F R FD
Actual Maximum
v = v
6137
9400
Fi F
v
3230
4400
12 v = v - v
5155
9400
FO F R
v
982
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 = 19.4 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
p D Sq
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
:-mail:
Diverge Analysis
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/13/2005
knalysis time period: AM
=reeway/dir or travel: SR-73/Northbound
]unction: Bison Av.
Jurisdiction:
\nalysis Year: General Plan No Project
)escription: 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
✓olume on freeway 7701 vph
Off Ramp Data
aide of freeway Right
Vumber 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 rarrip ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
7701 520 p D y-s vph
peak -hour factor, PHF
0.92 0.92
peak 15-min volume, v15
2093
141
(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
-ieavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
=low rate, vp 8998 608
pcph
u
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 = 3482 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
7199
9400
No
Fi F
v
3482
4400
No,
12 v = v - v
6591
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 = 34.2 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 = 68.0 mph
0 Space mean speed for all vehicles, S = 59.4 mph
P C> 5-�
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: Bison Av.
Jurisdiction:
Analysis Year: General Plan No 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 4057 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 320 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
4057 320 pp 57 vph
leak -hour factor, PHF
0.92 0.92
leak 15-min volume, v15
1102
87 v
rucks and buses
5 5
%
tecreational vehicles
0 0
%
errain 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
heavy vehicle adjustment, fHV
0.930
0.930
)river population factor, fP
1.00 1.00
:low rate, vp 4741 374
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 = 2071 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
4267
9400
No
Fi F
v
2071
4400
No
12 v = v - v
3893
9400
No
FO F R.
v
374
2000
No
R
Level of Service Determination (if not F
Density, D = 4.252 + 0.0086 v - 0.009 L = 22.1 pc/mi/In R 12 D
_evel of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, D = 0.527
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 = 60.9 mph
HCS2000: Ramps and Ramp Junctions Release 4.1 c
hone: Fax:
-mail:
Merge Analysis
,nalyst: Archie Tan
,gency/Co.: Urban Crossroads
)ate performed: 12/12/2005
►nalysis time period: AM
'reeway/dir or travel: SR-73/Northbound
unction: Bison Av.
urisdiction:
analysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Freeway De
"ype of analysis Merge
Jumber of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
folume on freeway 7701 vph.
On Ramp Data
fide of freeway Right
Dumber of lanes in ramp 1
=ree-flow speed on ramp 40.0 mph
✓olume on ramp 280 vph
-ength of first accel/decel lane 250 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
Conversion to pc/h Under Base Conditions,
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 7701 280 p p 59 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2093 76 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 8998 327 pcph
Estimation of V12 Merge Area
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.247 Using Equation 4
FM
v = v (P ) = 1602 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 6825 9400 No
FO
v 1929 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 18.8 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 = 57.5 mph
R
Space mean speed in outer lanes, S = 57.6 mph
0 Space mean speed for all vehicles, S = 57.5 mph
DD 4D
HCS2000: Ramps and Ramp Junctions Release 4.1c
Phone: Fax:
E-mail:
rge 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: Bison Av.
Jurisdiction:
Analysis Year: General Plan No 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 4057 vph
On Ramp Da
Side of freeway Right
Number of lanes.in ramp 1
Free -flow speed on ramp 4.0.0 mph
Volume on ramp 860 vph
Length of first accel/decel lane 250 ft
Length of second accel/decel lane ft
Adjacent Rarrfp 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
4057 860 D D (,I vph
'eak-hour factor, PH 0.92 0.92
3eak 15-min volume, v15 1102 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
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
=low rate. vp 4741 1005 ocoh
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 ) = 599 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 4703 9400 No
FO
v 1604 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 Estimati
Intermediate speed variable, M = 0.320
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
1b, D to A.
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
_-mail:
Diverge Analysis
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/13/2005
knalysis time period: AM
=reeway/dir or travel: SR-73/Southbound
lunction: Bison Av.
lurisdiction:
knalysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Fype of analysis
4umber of lanes in freeway
=ree-flow speed on freeway
✓olume on freeway
Freeway Data
Diverge
5 65.0 mph
2484 vph
Off Ramp Data
aide of freeway Right
Vumber of lanes in ramp 1
=ree-Flow speed on rarrip 30.0 mph
✓olume on ramp 990 vph
_ength of first accel/decel lane 0 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
2484 990 .3 vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
675
269
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 2902 1157
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 = 1918 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
2902
9400
No
Fi F
v
1918
4400
No
12 v = v - v
1745
9400
No
FO F R
v
1157
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009. L = 20.7 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence C Speed Estimation.
Intermediate speed variable, D = 0.597
S
Space mean speed in ramp 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
PD 01f
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 No 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 6565 vph
Off Ramp Da
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
6565 380 p b � !!� vph
'leak -hour factor, PHF
0.92 0.92
'leak 15-min volume, v15
1784
103
v
trucks 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
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
giver population factor, fP
1.00 1.00
=low rate, vp 7671 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 = 2926 pc/h
12 R F R FD
Capacity Checks,
Actual Maximum LOS F?
v = v
6137 9400 No
Fi F
v
2926 4400 No
12 v = v - v
5693 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 = 29.4 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
DD��
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: Bison Av.
Jurisdiction:
Analysis Year: General Plan No 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 2484 vph
On Ramp Da
Side of freeway Right
Number of lanes in ramp 1 1
Free -flow speed on ramp 35.0 mph
Volume on ramp 120 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
2484 120 vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 675 33 v
Trucks and buses 5 5 %
Recreational vehicles 0 0 %
Terrain type: Rolling Rolling Rolling
Grade % % %
Length mi n-ii 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 2902 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 ) = 987 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 2404 9400 No
FO
v 1127 4600 No
R12
Level of Service Determination (if not
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 9.6 pc/mi/In 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 ramp 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 = 61.6 mph
HCS2000: Ramps and Ramp Junctions Release 4.1c
'hone: Fax:
-mail:
Merge Analysis
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/12/2005
knalysis time period: PM
=reeway/dir or travel: SR-73/Southbound
Junction: Bison Av.
Jurisdiction:
knalysis Year: General Plan No Project
description: Newport Beach General Plan Update
Freeway Data.
type of analysis Merge
Number of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
Jolume on freeway 6565 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 320 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
6565 320 D p �9 vph
peak -hour factor, PHF 0.92 0.92
peak 15-min volume, v15 1784 87
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
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
::low rate. VD 7671 374 pcph
u
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.407 Using Equation 4
FM
v = v (P ) = 2231 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 5859 9400 No
FO
v 2605 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 21.0 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.322
S
Space mean speed in ramp influence area, S = 57.6 mph
R
Space mean speed in outer lanes, S = 60.9 mph
0 Space mean speed for all vehicles, S = 59.4 mph
p D It
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-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/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan No 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 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 1010 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 1010 p.� ?l vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
2445 274 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 10514 1180 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 = 4333 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
8412
9400
No
Fi F
v
4333
4400
No
12 v = v - v
7232
9400
No
FO F R
v
1180
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 = 0.599
S
Space mean speed in ramp influence area, S = 51 mph
R
Space mean speed in outer lanes, S = 67.3 mph
0 Space mean speed for all vehicles, S = 57.9 mph
D D 7'A-
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
mail:
Diverge Analysis
4nalyst: Archie Tan
4gency/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 No 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 4740 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 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
4740 220 D p 7� vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
1288
60 v
(rucks and buses
5 5
%
Recreational vehicles
0 0
%
Terrain type: Rolling
Rolling
Rolling
Grade 0.00
% 0.00
%
%
Length 0.00
rni 0.00
mi
rni
(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 5539 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 = 2198 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum
LOS F?
v = v
4709
9400
No
Fi F
v
2198
4400
No
12 v = v - v
4452
9400
No
FO F R
v
257
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 11.9 pc/mi/In R 12 D
Level of service for rarnp-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 = 70.3 mph
0 Space mean speed for all vehicles, S = 61.1 mph
pp 7'f
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: AM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan No 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
7701 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0
Volume on ramp 720
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
No
vph
ft
Conversion to pc/h Under Base Conditions.
Freeway Ramp Adjacent
Ramp
7701 720 Pb q�! vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2093 196
Frucks and buses 5 5 %
Recreational vehicles 0 0 %
Ferrain 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
heavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
::low rate. VD 8998 841 pcgh
u
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 ) = 6498 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 7339 9400 No
FO
v 7339 4600 Yes
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 47.0 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence F Speed Estimatio
Intermediate speed variable, M = 6.202
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
0 D 74
HCS2000: Ramps and Ramp Junctions Release 4.1 c
hone: Fax:
-mail:
Merge Analysis
.nalyst: Archie Tan
,gency/Co.: Urban Crossroads
late performed: 12/12/2005
,nalysis time period: PM
.reeway/dir or travel: SR-73/Northbound
unction: Bonita Canyon Dr.
urisdiction:
analysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
"ype of analysis
Jumber of lanes in freeway
=ree-flow speed on freeway
/olume on freeway
Freeway Data.
Merge
5 65.0 mph
4057 vph
aide of freeway Right
lumber of lanes in ramp 1
=ree-flow speed on ramp 25.0
Jolume on ramp 400
-ength of first accel/decel lane 2440
-ength 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
M
vph
10 Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
4057 400 p D 77 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 1102 109
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
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
Flow rate. VD 4741 467 Dcph
►A
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 ) = 3698 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 4165 9400 No
FO
v 4165 4600 No
R12
Level of Service Determination (if not IF
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 22.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.450
S
Space mean speed in ramp influence area, S = 54.6 mph
R
Space mean speed in outer lanes, S = 65.0 miph
0 Space mean speed for all vehicles, S = 54.6 mph
© D 79
HCS2000: Ramps and Ramp Junctions Release 4.1 c
?hone: 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 No 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 7701 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 1040 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
7701 720 pD �9 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2093 196 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
=low rate, vp 8998 841 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.577 Using Equation 4
FM
v = v (P ) = 3746 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 7339 9400 No
FO
v 4587 4600 No
R12
Level of Service Determination (if not
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 34.3 pc/mi/In R R 12 A
Level of service for rarnp-freeway junction areas of influence D Speed Estimation
Intermediate speed variable, M = 0.652
S
Space mean speed in ramp influence area, S = 50.0 mph
R
Space mean speed in outer lanes, S = 61.8 mph
0 Space mean speed for all vehicles, S = 53.9 mph
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
Analysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan No 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 4057 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 400 vph
Length of first accel/decel lane 1040 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
4057 400 p D gi vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 1102 109
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 4741 467 pcph
v
FO
v
R12
v
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.623 Using Equation 4
FM
v = v (P ) = 2305 pc/h
12 F FM
Actual
4165
2772
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 = 20.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.331
S
Space mean speed in ramp influence area, S = 57.4 mph
R
Space mean speed in outer lanes, S = 64.3 mph
0 Space mean speed for all vehicles, S = 59.5 mph
A D g'9-
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: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan No 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 2484 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
2484 410 D D O vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-rain volume, 05
675
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
Heavy vehicle adjustment, fHV
0.930
0.930
Driver population factor, fP
1.00 1.00
Flow rate, vp 2902 479
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 = 1535 pc/h
12 R F R FD
Actual Maximum
v = v
2902
9400
Fi F
v
1535
4400
12 v = v - v
2423
9400
FO F R
v
479
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 = 17.5 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence B Speed Estimatio
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
�DBu
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: PM
Freeway/dir or travel: SR-73/Southbound
Junction: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan No 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 6565 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
jacent 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
6565 520 nD 85 vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1784
141
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 7671 608
pcph
u
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 = 3019 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum LOS F?
v = v
6137
9400 No
Fi F
v
3019
4400 No
12 v = v - v
5529
9400 No
FO F R
v
608
2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.4086 v - 0.009 L = 30.2 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 = 69.1 mph
0 Space mean speed for all vehicles, S = 59.7 mph
paf�
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: Bonita Canyon Dr.
Jurisdiction:
Analysis Year: General Plan No 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 2484 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 35.0
Volume on ramp 300
Length of first accel/decel lane 400
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
2484 300 DD 97 vph
peak -hour factor, PHF 0.92 0.92
peak 15-min volume, v15 675 82
Frucks and buses 5 5 %
Recreational vehicles 0 0 %
Ferrain type: Rolling Rolling Rolling
Grade % % %
Length rni 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
)river population factor, fP 1.00 1.00
=low rate, vp 2902 351 pcph
v
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 ) = 682 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 2615 9400 No
FO
v 1033 4600 No
R12
Level of Service Determination (if not F)
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 = 64.0 mph
0 Space mean speed for all vehicles, S = 61.5 mph
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 No Project
Description: Newport Beach General Plan Update
reeway D
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 6565 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 35.0
Volume on ramp 830
Length of first accel/decel lane 400
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
6565 830 p p gel vph
leak -hour factor, PHF 0.92 0.92
leak 15-min volume, v15 1784 226
"rucks and buses 5 5 %
tecreational vehicles 0 0 %
"errain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
-rucks and buses PCE, ET 2.5 2.5
Zecreational vehicle PCE, ER 2.0 2.0
heavy vehicle adjustment, fHV 0.930 0.930
)river population factor, fP 1.00 1.00
:low rate. VD 7671 970 pcph
In
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.224 Using Equation 4
FM
v = v (P ) = 1229 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 6455 9400 No
FO
v 2199 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v 70.00627 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 = 57.5 mph
R
Space mean speed in outer lanes, S = 59.1 mph
0 Space mean speed for all vehicles, S = 58.6 mph
MOM
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
_-mail:
Diverge Analysis,
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/13/2005
knalysis time period: AM
=reeway/dir or travel: SR-73/Northibound
lunction: Newport Coast Dr.
lurisdiction:
lnalysis Year: General Plan No Project
description: Newport Beach General Plan Update
Freeway Data
Type of analysis Diverge
\lumber of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
✓olume on freeway 10083 vph
Off Ramp Data
aide of freeway Right
\lumber of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 530 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 rarrip
Distance to adjacent ramp ft
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Condition
Freeway Ramp Adjacent
Rarrip
10083 530 p p 9l vph
'eak-hour factor, PHF 0.92
0.92 'eak 15-ruin volume, v15 2740
144
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 11782 619
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 = 4459 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
9426
9400
Yes
Fi F
v
4459
4400
Yes
12 v = v - v
8807
9400
No
FO IF R
v
619
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 42.6 pc/mi/In R 12 D
Level of service for ramp -'freeway junction areas of influence F Speed Estimation
Intermediate speed variable, D = 0.549
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 = 58.6 mph
b D q2.
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Diverge Analysis
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/13/2005
4nalysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan No 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 rriph
Volume on freeway 5311 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 280 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
Rarnp
5311 280 D p 13 vph
Peak -hour factor, PHF
0.92 0.92
Peak 15-min volume, v15
1443
76 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 6206 327
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 = 2485 pc/h
12 R F R FD
Capacity Checks.
Actual
Maximum LOS F?
v = v
5276
9400 No
Fi F
v
2485
4400 No
12 v = v - v
4949
9400 No
FO F R
v
327
2000 No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 25.6 pc/mi/In R 12 D
Level of service for rarnp-freeway junction areas of influence C Speed Estimation
Intermediate speed variable, D = 0.522
S
Space mean speed in rarnp influence area, S = 53 mph
R
Space mean speed in outer lanes, S = 69.8 mph
0 Space mean speed for all vehicles, S = 60.7 mph
Db l�
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/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan No 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
Diverge
5 65.0 mph
8403 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 530 vph
Length of first accel/decel lane 190 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
8403 530 b p q5 vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
2283
144
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 9819 619
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 = 3774 pc/h
12 R F R FD
Actual Maximum
v = v
7856
9400
Fi F
v
3774
4400
12 v = v - v
7237
9400
FO F R
v
619
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 = 35.0- pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.549
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 = 59.2 mph
bpl
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Diverge Analysis
4nalyst: Archie Tan
4gency/Co.: Urban Crossroads
Date performed: 12/13/2005
4nalysis time period: PM
Freeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan No 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 4426 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 280 vph
Length of first accel/decel lane 190 ft
Length of second accel/decel lane ft
Adjacent Ramp Data (if one exists
Does adjacent ramp exist? No
Volume on adjacent ranrip 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) 4426 280 b D q% vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
1203
76 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 5172 327
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 = 2214 pc/h
12 R F R FD
Capacity Checks
Actual
Maximum
LOS F?
v = v
4655
9400
No
Fi F
v
2214
4400
No
12 v = v - v
4328
9400
No
FO F R
v
327
2000
No
R
Level of Service Determination (if not F)
Density, D = 4.252 + 0.0086 v - 0.009 L = 21.6 pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence C Speed Estimati
Intermediate speed variable, D = 0.522
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
HCS2000: Ramps and Ramp Junctions Release 4.1c
'hone: Fax:
-mail:
Merge Analysis,
\nalyst: Archie Tan
\gency/Co.: Urban Crossroads
Date performed: 12/12/2005
\nalysis time period: AM
=reeway/dir or travel: SR-73/Northbound
Junction: Newport Coast Dr.
Jurisdiction:
knalysis Year: General Plan No Project
3escription: Newport Beach General Plan Update
Type of analysis
Vumber of lanes in freeway
: ree-flow speed on freeway
Volume on freeway
Freeway Data
Merge
5 65.0 mph
10083 vph
On Ramp D
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0 mph
Volume on ramp 490 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
Ramp
10083 490 p D I I
Adjacent
vph
Peak -hour factor, PHF 0.92 0.92
Peak 15-min volume, v15 2740 133 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 11782 573 pcph
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.704 Using Equation 4
FM
v = v (P ) = 6532 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 9855 9400 Yes
FO
v 7105 4600 Yes
R12
Level of Service Determination (if not F
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 52.8 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence F Speed Estimation
Intermediate speed variable, M = 5.009
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 = 221.6 mph
DD I oo
HCS2000: Ramps and Rarrip 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 No 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 5311 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
Junction Components
Volume, V (vph)
Conversion to pc/h Under Base Conditions
Freeway Ramp Adjacent
Ramp
5311 330 Dp J01 vph
leak -hour factor, PHF 0.92 0.92
leak 15-min volume, v15 1443 90
"rucks and buses 5 5 %
Zecreational vehicles 0 0 %
"errain type: Rolling Rolling Rolling
Grade % % %
Length mi mi mi
"rucks and buses PCE, ET 2.5 2.5
Zecreational 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 6206 386 ocoh
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 ) = 3429 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 5103 9400 No
FO
v 3815 4600 No
R12
Level of Service Determination (if not F
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 27.2 pc/mi/In R R 12 A
_evel of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.435
S
Space mean speed in ramp influence area, S = 55.0 mph
R
Space mean speed in outer lanes, S = 64.5 mph
0 Space mean speed for all vehicles, S = 57.1 mph
D D /o2-
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: Newport Coast Dr.
Jurisdiction:
Analysis Year: General Plan No 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
8403 vph
Side of freeway Right
Number of lanes in ramp 1
Free -flow speed on ramp 25.0
Volume on ramp 490
Length of first accel/decel lane 880
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
M
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 8403 490 p p / P� vph
'eak-hour factor, PH 0.92 0.92
'eak 15-min volume, v15 2283 133 v
(rucks 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
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
=low rate, vp 9819 573 pcph
Estimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.539 Using Equation 4
FM
v = v (P ) = 3942 pc/h
12 F FM
Capacity Checks
Actual Maximum LOS F?
v 7892 9400 No
FO
v 4515 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 34.9 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence D Speed Estimation,
Intermediate speed variable, M = 0.633
S
Space mean speed in ramp influence area, S = 50.4 mph
R
Space mean speed in outer lanes, S = 60.7 mph
0 Space mean speed for all vehicles, S 54.4 mph
'PQ /-0Lf
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
-mail:
Merge Analysis
4nalyst: Archie Tan
kgency/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 No Project w/ Imp
Description: Newport Beach General Plan Update
Freeway D
Type of analysis Merge
Number of lanes in freeway 5
Free -flow speed on freeway 65.0 mph
Volume on freeway 4426 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 880
Length of second accel/decel lane
On Ramp Da
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) 4426 330 Dp fp,6 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 1203 90
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
-ieavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
::low rate. vq 5172 386 pcph
u
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.562 Using Equation 4
FM
v = v (P ) = 2268 pc/h
12 F FM
Capacity Checks.
Actual Maximum LOS F?
v 4421 9400 No
FO
v 2654 4600 No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 20.5 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation.
Intermediate speed variable, M = 0.332
S
Space mean speed in ramp influence area, S = 57.4 mph
R
Space mean speed in outer lanes, S = 63.6 mph
0 Space mean speed for all vehicles, S = 59.7 mph
DD /0
HCS2000: Ramps and Ramp Junctions Release 4.1c
phone: Fax:
-mail:
Diverge Analysis
\nalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/13/2005
knalysis time period: AM
=reeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
knalysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Type of analysis
Vumber of lanes in freeway
: ree-flow speed on freeway
Volume on freeway
Freeway Data
Diverge
5 65.0 mph
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 DD I p� vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-rnin 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
=low 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 = 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 mph
R
Space mean speed in outer lanes, S = 71.3 mph
0 Space mean speed for all vehicles, S = 58.9 mph
HCS2000: Ramps and Ramp Junctions Release 4.1c
phone: Fax:
-mail:
Diverge Analysis
knalyst: Archie Tan
%gency/Co.: Urban Crossroads
Date performed: 12/13/2005
analysis time period: PM
=reeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
4nalysis Year: General Plan No 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 7671 vph
Off Ramp D
Side of freeway Right
Number of lanes in ramp 1
Free -Flow speed on ramp 30.0 mph
Volume on ramp 1060 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
7671 1060 p p to vph
'eak-hour factor, PHF
0.92 0.92
'eak 15-min volume, v15
2085 288
v
"rucks and buses
5 5
%
Recreational vehicles
0 0
%
-errain type: Rolling
Rolling Level
Grade 0.00
% 0.00 %
%
Length 0.00
mi 0.00 mi
mi
F rucks and buses PCE, ET
2.5 2.5
Recreational vehicle PCE, ER
2.0 2.0
ieavy vehicle adjustment, fHV
0.930 0.930
)river population factor, fP
1.00 1.00
:low rate, vp 8963 1239
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 = 3825 pc/h
12 R F R FD
Capacity Checks,
Actual
Maximum
LOS F?
v = v
7171
9400
No
A F
v
3825
4400
No
12 v = v - v
5932
9400
No
FO F R
v
1239
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 = 0.605
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 = 58.0 mph
bD UP
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
mail:
Diverge Analysis
4nalyst: Archie Tan
4gency/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 No 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 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
acent 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 Dp vph
'eak-hour factor, PHF
0.92 0.92
'eak 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
-ieavy 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
Actual Maximum
v = v 3392 9400
Fi F
v 1927 4400
12 v = v - v 2597 9400
FO F R
v 795 2000
R
Capacity Checks.
LOS F?
No
No
No
No
Level of Service Determination (if not
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 Estimation
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
1)fl113__
Phone:
E-mail:
HCS2000: Ramps and Ramp Junctions Release 4.1 c
Fax:
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 No 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 1060 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
7671 1060 pp p-5 vph
'eak-hour factor, PH
0.92 0.92
'eak 15-min volume, v15
2085
288
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
(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
)river population factor, fP
1.00 1.00
=low rate, vp 8963 1239
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 = 3825 pc/h
12 R F R FD
Actual
Maximum
v = v
7171
9400
Fi F
v
3825
4400
12 v = v - v
5932
9400
FO F R
v
1239
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 = 35.0- pc/mi/In R 12 D
Level of service for ramp -freeway junction areas of influence D Speed Estimation
Intermediate speed variable, D = 0.605
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 = 58.0 mph
P J)11�
HCS2000: Ramps and Ramp Junctions Release 4.1 c
'hone: Fax:
:-mail:
Merge Analys
knalyst: Archie Tan
kgency/Co.: Urban Crossroads
)ate performed: 12/12/2005
knalysis time period: AM
=reeway/dir or travel: SR-73/Southbound
]unction: Newport Coast Dr.
Jurisdiction:
\nalysis Year: General Plan No Project
)escription: Newport Beach General Plan Update
Freeway DE
Type of analysis Merge
Vumber of lanes in freeway 5
=ree-flow speed on freeway 65.0 mph
✓olume on freeway 3153 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 440 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
3153 440 D D ii5 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 857 120
Frucks and buses 5 5 %
Recreational vehicles 0 0 %
Ferrain type: Rolling Rolling Level
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
Driver population factor, fP 1.00 1.00
:low rate. vD 3684 514 per)h
v
Estimation of V12 Merge Areas.
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.287 Using Equation 4
FM
v = v (P ) = 826 pc/h
12 F FM
Capacity Checks,
Actual Maximum LOS F?
v 3388 9400 No
FO
v 1340 4600. No
R12
Level of Service Determination (if not F)
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 13.4 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence B Speed Estimati
Intermediate speed variable, M = 0.314
S
Space mean speed in ramp influence area, S = 57.8 mph
R
Space mean speed in outer lanes, S = 63.1 mph
0 Space mean speed for all vehicles, S = 60.9 mph
Dail
HCS2000: Ramps and Ramp Junctions Release 4.1 c
phone: Fax:
-mail:
Merge Analysis
4nalyst: Archie Tan
Ngency/Co.: Urban Crossroads
Date performed: 12/12/2005
4nalysis time period: PM
=reeway/dir or travel: SR-73/Southbound
Junction: Newport Coast Dr.
Jurisdiction:
4nalysis Year: General Plan No 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 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 580 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
Conversion to pc/h Under Base Conditions
Junction Components Freeway Ramp Adjacent
Ramp
Volume, V (vph) 7671 580 pp 1 17 vph
'eak-hour factor, PHF 0.92 0.92
'eak 15-min volume, v15 2085 158
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
-leavy vehicle adjustment, fHV 0.930 0.930
Driver population factor, fP 1.00 1.00
=low rate, vp 8963 678 pcph
v
Estimation of V12 Merge Areas
L = 0.00 (Equation 25-2 or 25-3)
EQ
P = 0.267 Using Equation 4
FM
v = v (P ) = 1725 pc/h
12 F FM
Capacity Chec
Actual Maximum LOS F?
v 7141 9400 No
FO
v 2403 4600 No
R12
Level of Service Determination (if not
Density, D = 5.475 + 0.00734 v + 0.0078 v - 0.00627 L = 21.6 pc/mi/In R R 12 A
Level of service for ramp -freeway junction areas of influence C Speed Estimation
Intermediate speed variable, M = 0.343
-S
Space mean speed in ramp influence area, S = 57.1 mph
R
Space mean speed in outer lanes, S = 58.1 mph
0 Space mean speed for all vehicles, S = 57.7 mph
pi))t8
APPENDIX EE
GENERAL PLAN BUILDOUT WITH PROJECT LAND USE
compare
LU_Code
Real Quantity
Surrogate Quantity
Occupancy_Rate
1516
2 67
67 0.95
1516
4 100
100
_
_ _ 1
_
1516
36 53.2
53.2 1
1517
3 160
160
0.95 1517
10 74
74 0.9
1517
23 9.75
9.75 0.9
1517
28 13.39
13.39 _ 1
1517
29 406
406
_ 1
1 1
1517
30 780
780
1517
3631.38
31.38 1518
1 441
441
_-------
0.95 1518
2 67
67 _
_ 0.95
1518
38 0.95
0.95 1
1519
1 471
471
0.95 1519
38 14.23
14.23 1
1520
1 207
207
0.95 1521
11 580
580
0.95 1521
29 498
498
_
1 1521
38 9.73
9.73 1
1522
1 119
119
_ _
0. 55
1522
2 120
120
0.95 1522
10 80
80 _
0.9 1522
23 12.9
12.9 1408
1 145
145
0.95 1409
7 300
300
_ _
0.9 1409
10 35
35 0.91
1409
13 8
8 0.9
_ _
1409
23 660
660
0.9 1409
38 3.33
3.33 _
1 1410
2 88
88 0.95'
1411
10 1.38
1.38 0.9
1411
40 15.69
15.69 11
1412
1 60
60 _
1413
2 33
33 0.95
1413
18 60.33
60.33 1
1413
23 67.95
67.95 _
0.9 1413
39 45.91
45.91 1
1415
1 153
153
_
0.95 1415
36 8.73
8.73 _
1 1416
1 198
198
0.95 1417
1 56
56 _
0.95 1418
1 59
59 0.95
1419
1 173
173
_ _ 0.95
1420
1 465
465
0.95 1421
1 116
116
_ 0.95
1421
2 60
60 0.95
1421
3 352
352
0.95 1421
10 179.8
179.8
0.9 1421
13 4.4
4.4 0.9
1421
15 3
3 0.9
1421
23 109.8
109.8
_
0.9